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32
CHRISTOPHER WILLIAMS ARCHITECTS 85 Willow Street New Haven, CT 06511 203 776 0184 cwarchitectsllc.com ARCHITECT ENGINEER 185 Main Street Farmington, CT 06032 (860) 667 - 3233 x111 Fax: (860) 321 - 7070 9/17/2019 12:46:58 PM C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 09/12/2019 ISSUED FOR BID 2040 DIXWELL AVE, HAMDEN, CT 06514 HECA STEM ACADEMY CWA PROJECT NO: 1918 SHEET INDEX NO. SHEET NAME FOR BIDDING 9/12/19 A0 COVER SHEET G001 GENERAL INFORMATION ABBREVIATIONS & SCHEDULE LIST G002 GENERAL INFORMATION CLEARENCES & MOUNTING HEIGHTS G003 OVERALL KEY PLAN AE101 EXISTING FIRST FLOOR PLAN AD101 FIRST FLOOR DEMOLITION PLAN A101 FIRST FLOOR PLAN A102 FIRST FLOOR RCP A103 FIRST FLOOR FF&E PLAN A111 SECOND AND THIRD FLOOR PLANS A121 ROOF PLAN A201 INTERIOR ELEVATIONS A301 BUILDING SECTIONS A501 PARTITION TYPES AND DETAILS A502 GLASS WALL SYSTEM DETAILS A503 MISC. DETAILS A601 SCHEDULES A701 3D VIEW A702 DRAFTING CLASSROOM PERSPECTIVE VIEW A703 SHOP PERSPECTIVE VIEW FP101 FIRST FLOOR FIRE PROTECTION PLANS P000 PLUMBING GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND SCHEDULES P101 FIRST FLOOR PART PLUMBING PLANS P401 PLUMBING DETAILS H000 MECHANICAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND SCHEDULES H111 FIRST FLOOR AND ROOF HVAC PLAN H401 MECHANICAL DETAILS E000 ELECTRICAL GENERAL, SYMBOLS, AND ABBREVIATIONS ED101 ELECTRICAL DEMOLITION PLAN EL101 FIRST FLOOR LIGHTING PLAN AND SCHEDULE EP101 FIRST FLOOR AND ROOF POWER PLAN E401 ELECTRICAL DETAILS

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CHRISTOPHER WILLIAMS ARCHITECTS

85 Willow Street New Haven, CT 06511203 776 0184 cwarchitectsllc.com

ARCHITECTENGINEER

185 Main StreetFarmington, CT 06032(860) 667-3233 x111Fax: (860) 321-7070

9/17/2019 12:46:58 PMC:\Users\AWilliams\Documents\1918 Hamden High School [email protected]

09/12/2019

ISSUED FOR BID

2040 DIXWELL AVE, HAMDEN, CT 06514

HECA STEM ACADEMYCWA PROJECT NO: 1918

SHEET INDEX

NO. SHEET NAME FOR

BID

DIN

G 9

/12/

19

A0 COVER SHEET ●G001 GENERAL INFORMATION ABBREVIATIONS & SCHEDULE LIST ●G002 GENERAL INFORMATION CLEARENCES & MOUNTING HEIGHTSG003 OVERALL KEY PLAN ●AE101 EXISTING FIRST FLOOR PLAN ●AD101 FIRST FLOOR DEMOLITION PLAN ●A101 FIRST FLOOR PLAN ●A102 FIRST FLOOR RCP ●A103 FIRST FLOOR FF&E PLAN ●A111 SECOND AND THIRD FLOOR PLANS ●A121 ROOF PLAN ●A201 INTERIOR ELEVATIONS ●A301 BUILDING SECTIONS ●A501 PARTITION TYPES AND DETAILS ●A502 GLASS WALL SYSTEM DETAILS ●A503 MISC. DETAILS ●A601 SCHEDULES ●A701 3D VIEW ●A702 DRAFTING CLASSROOM PERSPECTIVE VIEW ●A703 SHOP PERSPECTIVE VIEW ●

FP101 FIRST FLOOR FIRE PROTECTION PLANS ●

P000 PLUMBING GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND SCHEDULES ●P101 FIRST FLOOR PART PLUMBING PLANS ●P401 PLUMBING DETAILS ●

H000 MECHANICAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS ANDSCHEDULES

H111 FIRST FLOOR AND ROOF HVAC PLAN ●H401 MECHANICAL DETAILS ●

E000 ELECTRICAL GENERAL, SYMBOLS, AND ABBREVIATIONS ●ED101 ELECTRICAL DEMOLITION PLAN ●EL101 FIRST FLOOR LIGHTING PLAN AND SCHEDULE ●EP101 FIRST FLOOR AND ROOF POWER PLAN ●E401 ELECTRICAL DETAILS ●

STANDARD ARCHITECTURAL ABBREVIATIONS

AA/CAAP

ABABANABRSVACACC

ACP

ACS DRACS PNLACSRACST

ACTACPADADA

ADCADDLADJ

AFFAFGAFSAHRAHUALTALUMANODANTAPCAPPROXAPTARCHARFASPHATCATCHAUTOAUXAVAVGAWAWNAWT

B/BABAFBALCBATBB

BBRBC

BCLBDBDRYBEVBF

BFFBITUMBIT PVGBKBDBLBLDGBLKHDBLRBLSTBLTBLWBMBOSBOTBRBRDGBRGBRLPBRZBSBSMTBTBTWNBUBURBW

CC TO CC&PCABCANCANTILCATWCAVCBCBB

CCTV

CCWCERCFCFLGCGCHBDCHFRCHMBRCICIRCIRCCISPC.J.CKBDCLCLGCLLCLOCLRCLRMCLTCMCMU

AmphereAir ConditioningAlarm Annunciator PanelAnchor BoltAbandonAbrasiveAsphaltic Concrete, Alternating CurrentAccessibleAsphaltic Concrete PavingAccess DoorAccess PanelAluminum Cable Steel ReinforcedAcousticAcoustical Ceiling TileAcoustical Ceiling PanelArea DrainAmericans with Disabilities ActAutomatic Door CloserAdditionalAdjustable, Adjacent, AdjoiningAbove Finish FloorAbove Finished GradeAbove Finished SlabAnchorAir Handling UnitAlternateAluminumAnodizeAntennaAcoustic Panel CeilingApproximateApartmentArchitecturalArchitectural FinishAsphalt(ic)Acoustical Tile CeilingAttachmentAutomaticAuxiliaryAudio/VisualAverageArchitectural WoodworkAwningAcoustical Wall Treatment

Bottom of Bright AnnealedBaffleBalconyBatten, BatteryBaseboard, Bulletin BoardBaseboard RadiatorBetween Centers, BookcaseBoom ClosetBoardBoundaryBevelBoth Faces, Bottom FaceBelow Finish FloorBituminousBituminous PavingBackboardBaseline, Building LineBuildingBulkheadBoilerBallastBorrowed LightBelowBeam, BenchmarkBottom of SteelBottomBedroom BridgingBearingBurlapBronzeBoth SidesBasementBathtubBetweenBuilt-UpBuilt-Up RoofingBoth Ways

Channel Center to CenterCarpet and PadCabinetCanopyCantileverCatwalkCavityCatch BasinCementitious (Backer) BoardClosed Circuit TelevisionCounterclockwiseCeramicCubic FootCounterflashingCorner GuardChalk BoardChamferChamberCast Iron, Cubic InchCircleCircularCast Iron Soil PipeControl JointChalkboardCenterlineCeilingContract Limit LineClosetClear. ClearanceClassroomCleatCentimeter(s)Concrete Masonry Unit

CNCLCNDCNRCNTRCNVRCO

COLCONCCONFCONSTRCONTCONTRCOORDCOPCORNCORRCOVCOVPLCPRSCPTCPVC

CRCMFCRNCRSCSCSBCSGCSKCSMT

CTCTSTNCTDCTRCUCUBCUHCURTCWCY

DDAPDATDBLDCDEGDEMODEPTDESDETDFDHDIADIAG.DIAMDIFFDIMDIRDISCDISPDIVDJDMPFDMPRDNDOM

DR

DRCLDRFRDRLVDSBLDSPLDTDTCHDUPLDWDWGDWHDWLDWRDWTR

E

EAECCEEEF

EFSEGBEGSB

EHEHDEIFS

EJEL

ELASTELECELEVEMERENCLENTREOSEP

EPDM

EQEQUIPESCESCALESMTETCEWEWCEWSEXCEXISTEXPEXT

Concealed ConduitCornerCounterConveyorCased Opening, Cleanout, Cut OutColumnConcreteConferenceConstructionContinuous, ContinueContract, ContractorCoordinateCopingCorniceCorridor, CorrectCoverCover PlateCompressibleCarpetChlorinated Polyvinyl ChlorideCircumferenceCrownCold Rolled SteelCast StoneConcrete SplashbackCasingCountersunkCasement

Ceramic Tile, ConnecticutCut StoneCoatedCenter, ContourCopper, CubicCubicleCabinet Unit HeaterCurtainClockwise, Cold WaterCubic Yard

DeepDuct Access PanelDatumDoubleDirect CurrentDegreeDemolish, DemolitionDepartment DesignationDetailDrinking FountainDouble HungDiameterDiagonalDiameterDiffuserDimensionDirectionDisconnectDispenserDivideDouble JoistDampproofingDamperDownDomestic

Dining Room, Door, DrainDoor CloserDoor FrameDoor LouverDisableDisposalDrain TileDetachDuplicateDishwasherDrawing Domestic Water HeaterDowel(s)DrawerDumbwaiter

East, Modulus of ElasticityEachEccentricEach EndEach Face, Exterior FinishExterior Finish SystemExterior Gypsum BoardExterior Gypsum Sheathing BoardElectric HeaterElectric Hand DryerExterior Insulation and Finish SystemExpansion JointElevation, Easement LineElastomeric Electric, ElectricalElevatorEmergencyEnclosureEntranceEdge of SlabElectrical Panel, PanelboardEthylene Propylene Diene MonomerEqualEquipmentEscape, EscutcheonEscalatorEasementAnd So ForthEach WayElectric Water CoolerEye Wash StationExcavateExistingExpansionExterior

FF/FAFAAP

FABFCFCBRKFCOFDFDC

FDTNFEFECFFFGLFHCFIGFINFIXT

FLFLASHFLDGFLEXFLMTFLRFLUORFNFOFOCFOFFOMFOSFOTKFOWFP

FPLFRFRAFRMGFRTW

FRZFTFTGFTR

FURNFUT

GAGALVGBGDISPGDRGENGIGLGLZGMUGRANGRDNGROMGRTGGRVGSB

GSUGTGWTGYMGYPGYP BDGYP PLAS

HHAZHBHCHCWD

HDRHGRHDWDHDWRHMHMDHNDRLHORIZHP

HPDL

HS

HSTHTHVAC

HVYHYD

IID

IFINCANINCLINDINSULINTIRIS

JANJCJ.F.JSTJT

KBKDKITKOKPLKWY

FemaleFace ofFire AlarmFire Alarm Annunciator PanelFabricFire Code, File CabinetFace BrickFloor CleanoutFloor DrainFire Department ConnectionFoundationFire ExtinguisherFire Extinguisher CabinetFinish Floor (or) FaceFiberglassFire Hose CabinetFigureFinish, FinishedFixtureFloorlineFlashingFoldingFlexibleFlush MountFloorFluorescentFenceFinished OpeningFace of ConcreteFace of FinishFace of MasonryFace of StudFuel Oil TankFace of WallFireproof, FlagpoleFireplaceFire Rating, Fire Resistant, FrameFire Rated AssemblyFramingFire Rated Treated WoodFreezerFeet, FootFootingFin Tube RadiationFurnace, Furnish, FurnitureFuture

Gage, GaugeGalvanic, GalvanizedGrab Bar, Gas BibbGarbage DisposalGuard RailGenerator. GeneralGalvanized IronGlassGlazing, GlazedGlass Masonry UnitGraniteGardenGrommetGratingGrooveGypsum Sheathing BoardGlazed Structural UnitGrease Trap, GroutGlazed Wall TileGymnasiumGypsumGypsum BoardGypsum Plaster

HighHazardHose BibbHandicap, Hollow Core, Heavy DutyHollow Core Wood DoorHeaderHangerHardwoodHardwareHollow MetalHollow Metal DoorHandrailHorizontalHeat Pump, Horse PowerHigh Pressure DecorativeHand Sink, High StrengthHoistHeightHeating, Ventilation, Air ConditioningHeavyHydrant

Moment of InertiaInside Diameter, Inside DimensionInside FaceIncandescentIncludedIndependentInsulate, InsulationInteriorInside RadiusInsect Screen, Island

JanitorJanitor's ClosetJoint FillerJoistJoint

Knee BraceKiln Dried, Knock DownKitchenKnock OutKickplateKeyway

LL&PLABLAMLAQLATLAULAVLBSLBLLCLCLLRLTLTGLVLVR

MMACHMAINTMAXMBMBRMCMDOMED

MEMBMEZZMFMFRMHMICMIDMINMIRRMISCMIT

MLML&P

MLDGMLWKMMMOMOD

MON

MRMSMTDMTGMTLMULLMULTMW

MWP

NNANATNCANICNICOPNKLNLNLBNONOMNPL

NS

OAO.C.ODOFOF/CI

OFFOHOPHOPNGOPPOPQORORDORGORIGORNOZ

PPAPAF

PARPARGPBPC

PCCPCCP

PCF

PCP

PEPED

PEJPERFPERIMPH

PIVPKGPLPLASPLATPLBGPLF

PLGPLLPLYWDPMETPNPNEU

AngleLath and PlasterLaboratoryLaminatedLacquerLateralLaundryLavatoryPoundsLabelLaundry ChuteLinen ClosetLiving RoomLightLightingLow VoltageLouver

MeterMachineMaintenanceMaximumMail BoxMaster BedroomMoment ConnectionMedium Density OverlayMedium, MedicalMembraneMezzanineMill FinishManufacturerManholeMicrowaveMiddleMinimumMirrorMiscellaneousMiterMetal Lath, MonolithicMetal Lath and PlasterMoldingMillworkMillimeterMasonry OpeningModify, Module, ModularMonument (prop. line marker)Moisture ResistantMop SinkMountedMountingMetalMullionMultipleMicrowaveMembrane Waterproofing

North, NewNot ApplicableNaturalNickel Copper AlloyNot in ContractNickel CopperNickelNight LightNon-LoadbearingNumberNominalNameplate, Nickel PlatedNo Scale

OverallOn CenterOutside Diameter, Outside DimensionOutside FaceOwner Furnished/ Contractor InstalledOfficeOverhangOpposite HandOpeningOppositeOpaqueOutside RadiusOverflow Roof DrainOrganicOriginalOrnamentalOunce

PolePublic AddressPower Actuated FastenerParallelPargingPanel BoardPrecast, Portland CementPrecast ConcretePrecast Concrete PavementPounds per Cubic FootPortland Cement PlasterPhotoelectric PedestalPremolded Expansion JointPerforatedPerimeterPenthouse, Phase, Acid/alkaline ScalePivot, PivotedPackageProperty LinePlaster, PlasticPlatformPlumbingPounds per Linear FootPilingProject Limit LinePlywoodPainted MetalPart NumberPneumatic

PLNPOLPORTPRPRCSTPREFABPREFINPREFMDPRIPRINPRKGPRMLDPROPPSI

PSF

PT

PTD

PTNPTRPVCPVGPWPWR

QTQTBQTRQTY

RRABRADRADNRBRBM

RBRRCP

RCPTNRDRECREFREFR

REGREINFREMREPLREPROREQDRESILRESTRETREVRFGRFLRH

RHRRLRLGRMRNDROROWRSDRVRVLRWL

SSALVSANSBSBSTRSCSCHEDSCPSCRNSCTSCWD

SD

SDBLSDGSDLSECTSEP TNKSFSGLSH

SHFTSHRSHRDSHTSHTHGSHTRSHVSIMSKLTSLDGSLNTSLVSLVTSM

SMLSSMP

SNDSNDU

S&RSNSRSPSP ELSPCLSPHSPKRSPLSQSSSSTSTSTAGSTDSTIF

PanelPolishedPortablePair, Pipe RailPrecastPrefabricatePrefinishedPreformedPrimary PrincipalParkingPremoldedPropertyPounds per square InchPounds per square FootPost Tensioned, Pressure TreatedPainted, Paper Towel DispenserPartitionPaper Towel ReceptaclePolyvinyl ChloridePaving Pass WindowPower

Quarry TileQuarry Tile BaseQuarterQuantity

Radius, RiserRabbetedRadiatorRadiationResilient BaseReinforced Brick MasonryRubberReflected Ceiling PlanReceptionRoad, Roof DrainRecessedReference Refractory, RefrigerationRegisterReinforceRemovableReplaceReproduceRequiredResilientRestroomReturnRevision, RevisedRoofingReflectedRight Hand, Roof HatchRight Hand ReverseRoof LeaderRailingRoomRoundRough OpeningRight of WayRolling Steel DoorRoof VentilatorRevealRainwater Leader

South, SupplySalvageSanitarySplash BlockSubstrateSolid CoreScheduleScupperScreenStructural Clay TileSolid Core Wood DoorSmoke Detector, Soap Dispenser, Storm DrainSandblastSidingSaddleSection Septic TankSquare FootSingleShingles, Single HungShaftShowerShower DrainSheetSheathingShutterShelf, ShelvingSimilarSkylightSlidingSealantSleeveSolventSheet Metal, Small, SmoothSeamlessSump PumpSanitary Napkin DispenserSanitary Napkin Disposal UnitSupply & ReturnSensorSump PitSpot ElevationSpecialSpace HeaterSpeakerSplineSquareService SinkStainless SteelStairs, StreetStaggeredStandardStiffener

STIRSTNSTORSTR

STRMSTRUCTSUB FLSURFSURVSUSPSVCESWRSYMSYMMSYNTHSYS

TT/OT&BT&GT/STANTB

TCTDTDR

TETEJ

TELTEMP

TERTFFTHDTHKTHRESHTHRUTHROUTTKBDTMPDTNTNLTOTOBTOC

TOFFTOFTOJTOMTOPTOS

TOWTPD

TPHTRTRANS

TRMBKLTRTDTVTYP

UCUCDUGNDU/GUHUNEXUNFINUNIFUNO

UPURUTILUV

VVANVARVCO

VCT

VEHVERTVESTVIDVIFVJVNRVOLVPVARVRFYVRNDAVYL

WW/

W/OW/WWBWBLWBSWC

WCLRWDWDF

WDPWFWFABWFRWFSWGLWH

WIWOWP

WSWSCTWTWTRWWF

StirrupStrainerStorageStraight, Strike, StringerStoreroomStructuralSub FloorSurfaceSurveySuspend, SuspendedServiceSewerSymbol SymmetricalSyntheticSystem

TreadTop ofTop and BottomTongue and GrooveTub and ShowerTangentThrough Bolt, Towel BarTerra CottaTowel Dispenser, Trench DrainTowel Dispenser/ ReceptacleTop ElevationTransverse Expansion JointTelephoneTemporary, TemperatureTerrazzoTop of Finish FloorThreadThicknessThreshholdThrough ThroughoutTack BoardTemperedTrue NorthTunnelTop of_Top of BeamTop of Concrete (or) CurbTop of Finish FloorTop of FrameTop of JoistTop of MasonryTop of Pavement, Top of ParapetTop of Slab (or) SteelTop of WallToilet Paper DispenserToilet Paper HolderTowel RackTransom, TransparentTurnbuckleTreatedTelevisionTypical

UndercutUndercut DoorUndergroundUndergroundUnit HeaterUnexcavatedUnfinishedUniformUnless Noted Otherwise

Utility PoleUrinalUtilityUltraviolet

VoltVanityVariesVacuum Cleaner OutletVinyl Composition TileVehicleVerticalVestibuleVideoVerify in FieldV JointVeneerVolumeVeneer Plaster, Vapor RetarderVerifyVerandaVinyl

West, Wall, Waste, WideWithWithoutWall to WallWood BaseWood BlockingWrought BrassWall Covering, Water ClosetWater CoolerWood, Wood DoorWood Door and FrameWood PanelingWide FlangeWall FabricWood FrameWood Furring StripsWire GlassWall Hung, Weep HoleWrought IronWhere OccursWaterproof, WeatherproofWeatherstripWainscotWatertight, WeightWater Welded Wire Fabric

TAG IDENTIFICATIONAccess Doors & Frames

Access Flooring

Acoustic Ceiling Panels

Acoustical Ceiling Tiles

Architectural Woodwork Hardware, Finishes and Accessories

Conveying Equipment

Cold-Formed Metal Framing

Carpet Tile

Cast Stone Masonry

Ceramic Tile

Display Cases

Decorative Metal

Damp Proofing and Waterproofing

Equipment

Exterior Stone Cladding

Exterior Specialties

Fluid Applied Flooring

Furnishings

Fiberglass Reinforced Plastic

Food Service Equipment

Flashing and Sheetmetal

Fire and Smoke Protection

Gypsum Board Assemblies

Glazing

Gypsum Plastering

Gypsum Shaft Wall Assemblies

Glass Unit Masonry

Gypsum Veneer Plastering

Glazed Wall Systems

High Performance Coatings

Joint Protection

Linoleum Flooring

Manufactured Casework

Metal Fabrications

Membrane Roofing

Painting

Bases, Ballests and Paving

Portland Cement Plastering

Plumbing Fixtures

Planting

Plaster Restoration Systems

Partitions

Rugs and Mats

Resilient Floor Tile

Resilient Molding Accessories

Roof Specialties and Accessories

Resilient Stair Accessories

Resilient Sheet Flooring

Roofing and Siding Panels

Resilient Wall Base

Roof Windows and Skylights

Sheet Carpet

Specialty Doors and Frames

Stone Flooring

Site Improvements

Fixed Sound Absorbitve Panels

Acoustic Ceiling Suspension System

Safety Specialties

Staining & Transparent Finishing

Storage Specialties

Unit Masonry

Visual Display Surfaces

Wall Covering

Wall and Door Protection

Weather Barriers

Wood Flooring

Wood Products for Finish Carpentryand Architectural Woodwork

Window Treatments

ACCESS DOORS & FRAMES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

HARDWARE, FITTINGS & ACCESSORIESFOR ARCHITECTURAL WOODWORK SCHEDULE

EQUIPMENT SCHEDULE

COLD-FORMED METAL FRAMING SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

MASONRY PRODUCTS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

SPECIALTIES SCHEDULE

METAL PRODUCTS SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

EQUIPMENT SCHEDULE

MASONRY PRODUCTS SCHEDULE

SPECIALTIES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

FURNISHINGS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

FOOD SERVICE EQUIPMENT SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

GLAZING SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

MASONRY PRODUCTS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

GLAZED WALL SYSTEMS SCHEDULE

MASONRY PRODUCTS SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

MANUFACTURED CASEWORK SCHEDULE

METAL PRODUCTS SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

EXTERIOR IMPROVEMENTS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

PLUMBING FIXTURES & FITTINGS SCHEDULE

PLANTINGS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

SPECIALTIES SCHEDULE

SPECIALTIES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ROOF WINDOWS AND SKYLIGHTS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

SPECIALTY DOORS AND FRAMES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

EXTERIOR IMPROVEMENTS SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

SPECIALTIES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

SPECIALTIES SCHEDULE

MASONRY PRODUCTS SCHEDULE

SPECIALTIES SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

SPECIALTIES SCHEDULE

THERMAL & MOISTURE PROTECTION SCHEDULE

ARCHITECTURAL FINISHES SCHEDULE

FINISH CARPENTRY & ARCHITECTURALWOODWORK FINISH SCHEDULE

SPECIALTIES SCHEDULE

TAG TAG DESCRIPTION SCHEDULE

AD-X

AF-X

AP-X

ACT-X

AW-X

CE-X

CFM-X

CSM-X

CT-X

DC-X

DM-X

DWP-X

EQ-X

ESC-X

EXS-X

FAF-X

FRN-X

FRP-X

FSE-X

FSM-X

FSP-X

GB-X

GL-X

GP-X

GSW-X

GUM-X

GVP-X

GWS-X

HPC-X

JP-X

LF-X

P-X

PR-X

PT-X

RM-X

RS-X

WT-X

WP-X

WF-X

WB-X

WC-X

UM-X

SS-X

SF-X

SC-X

MCW-X

MP-X

MR-X

PAV-X

PCP-X

PF-X

PLT-X

RAM-X

RFT-X

RSA-X

RSF-X

RFP-X

RWB-X

RWS-X

SDF-X

SI-X

SOP-X

SSP-X

STF-X

SSP-X

VDS-X

WDP-X

CPT-X

IRON OR STEEL ALUMINUM

CONCRETE UNIT MASONRY

RUBBER OR PLASTIC (RESILIENT

MATERIALS AND SPECIALTIES)

EARTH (FILL) SAND, GROUT, STONE, DUST OR

ENGINEERED FILL

BLANKET INSULATION

STRUCTURAL & MISCELLANEOUS

CARPENTRY, WOOD BLOCKING

FINISH WOOD SHAPES

VENEER CORE PLYWOOD

METAL

EARTH (UNDISTURBED)

CONCRETE

CONCRETE UNIT

MASONRY

CLAY UNIT MASONRY,

STONE, STONE TILE, CERAMIC

TILE

BRASS OR BRONZE

RIGID INSULATION

BLANKET INSULATION

FINISH WOOD SHAPES

GLASS GYPSUM BOARD

PARTICLE BOARD AND PARTICLE

CORE PLYWOOD

MDF OR HDF SHEET, MDF OR

HDF CORE PLYWOOD

ACOUSTIC PANELS

PORTLAND CEMENT OR

GYPSUM PLASTER

lath where applicable

GYPSUM BOARD

veneer plaster

substrate

LAMINATED VENEER LUMBER

STRUCTURAL AND MISCELLANEOUS

CARPENTRY, WOOD BLOCKING

single diagonal line inidicates intermittent element

EXTRUDED SHAPE: METAL

outline with solid black hatch

EXTRUDED SHAPE: PLASTIC

OR RUBBER

outline with solid grey hatch

HATCH PATTERNS - PLANS AND SECTIONS

GRAPHIC SYMBOLS MATERIALS

NEW CONCRETE OR PORTLAND

CEMENT PLASTER

NEW GYPSUM PLASTER OR

GYPSUM BOARD

RIGID INSULATION

GRAVEL OR POROUS BASE

(used where required for clarity)

FINISH CARPENTRY OR

ARCHITECTURAL WOODWORK

(used where required for clarity)

- or -

ACOUSTIC PANEL OR TILE

CEILING SYSTEM

suspension grid

ACOUSTIC PANEL OR TILE

CEILING SYSTEM

EXISTING ACOUSTIC

PANEL OR TILE CEILING SYSTEM

existing suspension grid

NEW ACOUSTIC PANEL OR TILE

CEILING SYSTEM

existing suspension grid

CLAY UNIT MASONRY OR

GENERIC NEW MASONRY

STONE, REFRACTORIES,

STONE OR CERAMIC TILE

GLASS OR MIRROR

TACK BOARDS OR FABRIC COVERED

PANELS

CONCRETE

HATCH PATTERNS - DETAILS

A101

1 Ref

1

Ref

1 Ref

1

Ref

A

XAXXX

SIM

1

204A

PF-1

REFERENCE IDENTIFIERS

SECTION

ELEVATION

INTERIOR ELEVATION

DRAWING BLOCK IDENTIFIER

0' 4' 8' 12'

drawing block scale when sheet is printed full size graphic scale

drawing block location on sheet: 1st character (letter) and 2nd character (number) corresponds to letters running vertically and numbers running horizontally on sides of drawing area border

DIMENSION TYPES

GRAPHIC SYMBOLS ANNOTATION

CONFERENCE201

Room Name

Room Number

ROOM OR SPACE IDENTIFIER

Project North for plans, elevations, sections, and schedules

NORTH INDICATOR

DOOR OPENING

BUILDING GRID LINE AND IDENTIFIER

REVISION IDENTIFIER

D1WINDOW/ GLAZED OPENING

INDICATOR

PARTITION OR WALL TYPE ASSEMBLY

1 1/4" 1 1/4" VIF

architectural tick (slash) type terminators typically indicate dimensions to corners, edges such as faces of concrete, masonry, framing, casework, etc

CL type terminators typically indicate dimensions to centerlines of walls, columns, openings (doors etc), fixtures and equipment

Verify Dimension in Field -dimension is dependent on existing conditions, product or equipment size, etc.

XAXXX

detail areadetail location

DETAIL ENLARGEMENT

XAXXX

F1.01 KEY NOTE

PRODUCT IDENTIFIER

BREAK LINE

reference to detail number

reference to sheet number

reference to detail number

reference to sheet number

FLOOR ELEVATION DATUM IDENTIFIER

UP

STAIR OR RAMP DIRECTION IDENTIFIER

direction away from plan level shownvertical direction of run from floor level shown

E1.01 KEY NOTE,

EXISTING CONDITIONS

D1.01 KEY NOTE, DEMOLITION /

REMOVALS

04200.B01REFERENCE NOTE

applicable specification section

L3

MXX

LOUVER TYPE IDENTIFIER

MILLWORK IDENTIFIER

XAXXX

DETAIL

DETAIL INDICATOR FOR SMALL DETAILS

NON-FLOOR ELEVATION DATUM IDENTIFIER

MATCH LINE

CONTRACT LIMIT LINE

reference to detail number

reference to sheet number

D2A512

reference to detail numberreference to sheet number

SEE XX / AXXX

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 1:03:30 PM

G001

GENERAL INFORMATIONABBREVIATIONS &SCHEDULE LIST

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

MARK DATE DESCRIPTION

TYPICAL MOUNTING HEIGHTS

REQUIRED CLEARENCES AT DOORSFLOOR LEVEL CHANGES

PROTRUDING OBJECTS IN PATHS OF CIRCULATIONm

ax¼m

ax¼m

ax¼½

max

12 min.

12 min. 18" min

60 m

in

48

48

12 min 36 min

60

42 min

54 m

in

24 min

42

FRONT APPROACH - PULL SIDE FRONT APPROACH - PUSH SIDE FRONT APPROACH - PUSH SIDE HINGE SIDE APPROACH -PULL SIDE

HINGE SIDE APPROACH -PULL SIDE

LATCH SIDE APPROACH -PUSH SIDE(door provided with both closer & latch)

Minimum Dimensions - Option 1 Minimum Dimensions - Option 2

42

48 m

in

42 m

in

60

HINGE SIDE APPROACH - PUSH SIDE

HINGE SIDE APPROACH - PUSH SIDE

FRONT APPROACH - DOORWAY W/OUT DOOR OR MANUAL SLIDING DOOR OR FOLDING DOOR

SIDE APPROACH - DOORWAY W/OUT DOOR

FRONT APPROACH -RECESSED DOOR PULL SIDE(door provided with both closer & latch)

FRONT APPROACH - RECESSED DOOR PULL SIDE(door provided with both closer & latch)

48

FRONT APPROACH - RECESSED DOOR PUSH SIDE

48

x>8

x>8

22 min 12"

12"

42

22 min

x>8

TWO DOORS IN SERIES - CONDITION 1

48 min

TWO DOORS IN SERIES - CONDITION 2

48 min

TWO DOORS IN SERIES - CONDITION 3

48 min

80 m

in

4 max

than

27

whe

re g

reat

er

80 m

in

than

27

whe

re g

reat

er

than

27

whe

re g

reat

er

max 4

max 4

max 4

max 4

max 4

max 4

where greater than

12

LIMITS OF PROTRUDING OBJECTSEXCEPTION No.1: Handrails may protrude 4 1/2" max.EXCEPTION No.2: Door Closers & door stops shall be permitted 78" min. above the floor

POST MOUNTED OBJECTS

SIGNAGE ON STIRKE SIDE OF

DOOR

9" 9"

18"

DOOR SIGNAGE MIN. CLEAR FLOOR

AREA

DEFAULT ELECTRICAL DEVICE MOUNTING HEIGHTS

ALIGN T.O. DEVICE WITH T.O.

FRAME/TRIM

CENTER DEVICES ON STRIKE SIDE OF

DOOR

FIRE ALARM STROBE

THER

MO

STAT

SWIT

CH

ES

REC

EPTA

CLE

S

TELE

CO

MM

UN

ICAT

ION

S

Typical - switches & convenience receptacles

Typical - wall or raceway above desk height or accessible counters

TYPICAL - WALL

1ST DEFAULT LOCATION IF NO OTHER LOCATION IS

INDICATED ELSEWHERE IN THE CONTRACT

DOCUMENTS

CALL FOR AID SIGNAL & DOOR

CALL FOR AID SIGNAL & DOOR

SIGNAGE

ALIGN T.O. DEVICE WITH T.O. FRAME/TRIM

2ND DEFAULT LOCATION IF CEILING HEIGHT WILL NOT PERMIT 1ST DEFAULT LOCATION & NO OTHER LOCATION IS INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS

GR

AB B

AR C

ALL

FOR

AID

CORRIDOR SIDEOR EXIT DOOR

WATER CLOSET

CALL FOR AID (REQUIRED FOR ACCESSIBLE SINGLE OCCUPANT TOILET ROOMS)

18"

40" 48

"

8"

92"

48"

12"

48"

18"

18"

40"48

"

3' -

10" 4' -

10"

CH

ANG

ING

SU

RFA

CE

33" T

O T

OP

OF

TOILET TISSUE DISPENSERNON-ACCESSIBLE TOILETCOMPARTMENT

SANITARY NAPKIN DISPOSAL NON-ACCESSIBLE TOILETCOMPARTMENT

PAPER TOWEL DISPENSER

SANITARY NAPKIN VENDER

BABY CHANGING STATION

ON INSIDE FACE OF All NON-ACCESSIBLE TOILET STALL DOORS AND DOORS OF SINGLE OCCUPANCY TOILET ROOMS

ON INSIDE FACE OF ALL ACCESSIBLE TOILET STALL DOORS AND DOORS OF SINGLE OCCUPANCY TOILET ROOMS

COAT HOOKS

17" FF

TO

FLU

SH C

ON

TRO

L42

"

27"

ACCESSIBLEURINAL

OTHERURINALS

60"

PULL

STA

TIO

N

ALIGN PULL STATION & FIRE ALARMSTROBE 40

"

40"

MIRROR SOAP DISPENSER

HAND DRYER

9"

34" M

AX

8"

9"

27 1

/2" REQUIRED

CLEAR SPACE BELOW

11" 6" MAX

SIDE ELEVATION

TRAP AND ALL EXPOSED PIPES & VALVES TO BE INSULATED WITH PRE-FORMED PIPE INSULATION KIT

FRONT EDGE OF REQUIRED CLEAR FLOOR SPACE

PLAN

30"

MIN

. REQ

UIR

ED

CLE

AR W

IDTH

SEE ELEVATION DIAGRAM ABOVE

PLAN WITH ALCOVE

36"

MIN

REQ

UIR

ED

CLE

AR W

IDTH

W

ITH

IN A

LCO

VE

GR

EATE

R T

HAN

24

" DEE

P

X>24"

MIN. REQUIRED CLEAR FLOOR SPACE

48"

ACCESSIBLE SINK

FRONT OF REQUIRED CLEAR FLOOR SPACE

THESE DIMENSIONAL LIMITATIONS APPLY TO THE NEW SHOP SINK AND EYE WASH UNIT. SEE PLANS FOR LOCATIONS.

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:51:17 PM

G002

GENERAL INFORMATIONCLEARENCES &MOUNTING HEIGHTS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

26 28 29 31

H.1G.9

G

F

E

D

C

BA.9

A

3101CORR.

3014bWOOD SHOP

3115

DRAFTINGCLASSROOM

3014c

WOOD SHOPCLASSROOM

3108SHOP

IT ROOM

3105

PROJECTCUBBIES

3014a

DUSTCOLLECTOR

3106FIN. ROOM

LOBBY316

LOBBY

BUILDING ENTRY

OH DOORS PARKING LOT

1. CONSTRUCTION ACCESS WILL BE THROUGHTHE EXISTING OVERHAD DOORS.

2.THE OWNER SHALL ASSIGN 2 PARKING SPACES FOR THE CONTRACTOR'S USE IN THE EXISTING PARKING AREA.

3. A TEMPORARY DUMPSTER LOCATION WILL BE APPROVED BYTHE OWNER IN CLOSE PROXIMITY TO THE WORK.

1. THE FOLLOWING NOTES APPLY TO ALL WORK AND DRAWINGS IN PROJECT SCOPE.

2. EXERCISE CARE NOT TO DAMAGE EXISTING BUILDING ELEMENTS AND FINISHES TO REMAIN DURING CONSTRUCTION. IN THE EVENT THAT DAMAGE DOES OCCUR PATCH/REPAIR OR REPLACE DAMAGED ELEMENTS OR FINISHES IN KIND AND/OR TO MATCH EXISTING.

3. ALL PIPING PENETRATIONS THROUGH EXISTING MASONRY WALLS SHALL BE DRILLED AND SLEEVED. PENETRATIONS THOUGH INTERIOR WALLS SHALL BE FIRE SAFE WITH DESIGNATED UL SYSTEMS. PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE SEALED WEATHERTIGHT.

4. PROVIDE TEMPORARY BARRICADES AND DUST ABATEMENT AS REQUIRED BY OWNER.

5. THE PREMISES SHALL BE KEPT FREE FROM ACCUMULATION OF TRASH AND CONSTRUCTION DEBRIS AT ALL TIMES. DISPOSE OF EXCESS TRASH AND DEBRIS OFF-SITE IN A SAFE, ACCEPTABLE MANNER.

6. LOCATE ALL EXISTING, EASEMENTS, UTILITIES AND BUILDING SERVICES, EXPOSED AND CONCEALED, PRIOR TO START OF WORK.

7. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO PROCEEDING.

8. DIMENSIONS INDICATED ON DRAWINGS ARE TO BE USED FOR CONSTRUCTION. DO NOT SCALE DRAWINGS.

9. PARTITION DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FINISH FACE OF WALL.

10. FIELD VERIFY ALL (±) AND (V.I.F) DIMENSIONS PRIOR TO START OF WORK. REPORT ANY DISCREPANCIES THAT WILL AFFECT NEW WORK TO ARCHITECT PRIOR TO PROCEEDING.

10. FIELD VERIFY ALL (±) AND (V.I.F) DIMENSIONS PRIOR TO START OF WORK. REPORT ANY DISCREPANCIES THAT WILL AFFECT NEW WORK TO ARCHITECT PRIOR TO PROCEEDING.

11. DOOR FRAMES AT CORNERS OF ROOMS ADJACENT TO INTERSECTING WALLS SHALL BE INSTALLED WITH THE DOOR OPENING 4" FROM INSIDE CORNER OF WALLS UNLESS OTHERWISE INDICATED. MEASUREMENT SHALL BE FROM FINISH FACE OF WALL.

12. IF INFORMATION ON DRAWINGS IS UNCLEAR OR ADDITIONAL DIMENSIONS ARE REQUIRED NOTIFY ARCHITECT PRIOR TO PROCEEDING WITH WORK.

13. THE TERM "TYPICAL" OR "TYP" INDICATED ON THE CONTRACT DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR SIMILAR THROUGHOUT UNLESS OTHERWISE INDICATED.

14. ALL EXISTING FINISHES AND BUILDING ELEMENTS AFFECTED BY DEMOLITION AND NEW WORK SHALL BE PATCHED TO MATCH EXISTING, WHETHER OR NOT SPECIFICALLY CALLED FOR.

15. ALL WORK SHALL BE PERFORMED IN A UNIFORM, ACCURATE MANNER AS REQUIRED TO PROVIDE NEAT, STRAIGHT LINES FREE FROM DEFECTS, OVERLAPS AND IMPERFECTIONS. WORK SHALL BE INSTALLED LEVEL, PLUMB OR FLUSH WITH ADJOINING MATERIALS (WHERE APPLICABLE). WORK OF EACH TRADE SHALL MEET OR EXCEED NATIONALLY RECOGNIZED AND/OR PUBLISHED STANDARDS. WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT THAN THE AFOREMENTIONED STANDARDS WORK SHALL BE PERFORMED IN ACCORDANCE WITH SUCH.

16. COORDINATE WITH AUTHORITIES HAVING JURISDICTION AND PROVIDE ALL REQUIRED TEMPORARY FIRE AND LIFE SAFETY PROVISIONS DURING CONSTRUCTION.

17. PROVIDE PORTABLE FIRE EXTINGUISHERS DURING CONSTRUCTION AS REQUIRED BY CODE AND AUTHORITY HAVING JURISDICTION. THESE NOTES APPLY TO ALL CONTRACT DRAWINGS.

CONNECTICUT STATE BUILDING CODE -– OCTOBER 1, 2018

CT AMENDMENTS A. AMENDMENTS TO THE 2015 INTERNATIONAL BUILDING CODEB. AMENDMENTS TO ICC A117.1-2009C. AMENDMENTS TO THE 2015 INTERNATIONAL EXISTING BUILDING CODE.D. AMENDMENTS TO THE 2015 INTERNATIONAL PLUMBING CODEE. AMENDMENTS TO THE 2015 INTERNATIONAL MECHANICAL CODEF. AMENDMENTS TO THE 2015 INTERNATIONAL ENERGY CONSERVATION CODEG. AMENDMENTS TO THE 2017 NFPA 70, NATIONAL ELECTRICAL CODEH. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE

INTERNATIONAL BUILDING CODE - 2015INTERNATIONAL EXISTING BUILDING CODE - 2015INTERNATIONAL MECHANICAL CODE - 2015.INTERNATIONAL PLUMBING CODE - 2015INTERNATIONAL ENERGY CONSERVATION CODE - 2015NATIONAL ELECTRIC CODE (NFPA 70) - 2017ICC/ANSI A117.1-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2009.

CONNECTICUT FIRE SAFETY CODE - 2018CT AMENDMENTS - 2018INTERNATIONAL FIRE SAFETY CODE - 2015NFPA 101 - 2015

CONNECTICUT FIRE PREVENTION CODE - 2018CT AMENDMENTS - 2018NFPA 1 2015

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)OSHA 29 CFR PART 1910 OCCUPATIONAL SAFETY AND HEALTH REGULATIONSOSHA 29 CFR PART 1926 OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION

CODE SUMMARYDESCRIPTION OF WORK:

• ALTERATION LEVEL 1 AS DESCRIBED IN THE INTERNATIONAL EXISTING BUILDING CODE

• NO CHANGES TO THE OCCUPANCY, EGRESS, LIFE SAFETY SYSTEMS, FIRE RATINGS, ACCESSIBILTY OR STRUCTURE ARE PROPOSED

• HAMDEN HIGH SCHOOL IS AN EXISTING STRUCTURE COMPLETED 1N 1997 (APP.)

USE GROUP: E-EDUCATIONAL AREA OF WORK 2318 SF

• THE EXISTING SPACE IS THE AUTO MECHANICS SHOP AND ADJACENT CLASS ROOM . 1. THE WORK DESCRIBED HEREIN WILL CHANGE THE AUTO SHOP TO A MACHINE SHOP. THE CLASSROOM WILL

REMAIN AS A CLASSROOM.

• SUMMARY OF WORK:

1. SELECTIVE DEMOLITION, INCLIUDING THE REMOVAL OF CMU WALLS, DOORS & FRAMES, AND A SUSPENDED CEILING 2. CUTTING AND PATCHING OF WALLS, CEINGS AND FLOORS.3. CONCRETE FLOOR POLISHING AND RUBBER BASE.4. A NEW NON-LOAD BEARING PARTITION.5. GLASS DOORS, SIDELIGHTS AND FRAMES.6. A NEW SUSPENDED CEILING IN THE CLASS ROOM.7. PAINTING.8. WIRE MESH PARTITIONS.9. MODIFICATIONS TO THE SPRINKLER SYSTEM TO ACCOMODATE THE NEW PARTITION AND CEILING.10. REPLACEMENT OF PLUMBING FIXTURES11. NEW SUPPLEMENTAL COOLING, INCLUDING RELATED ROOF FLASHING OF CURBS AND PENETRATIONS.12. NEW LIGHTING.13. ELECTRICAL DISTRIBUTION FOR MACHNERY, COMPUTERS AND EQUIPMENT.14. IT WIRING AND DEVICES.

GOVERNING REGULATIONS

SITE LOGISTICS NOTES

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:51:19 PM

G003

OVERALL KEY PLAN

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

FD FD

FD

28 29 31

H.1

G.9

G

F

E

D

C

B

A.9

3101CORR

3014bWOOD SHOP

3106FIN ROOM

3105WOOD STOR

3014a

DUSTCOLLECTOR

3115

AUTO SHOPCLASSROOM

3108AUTO SHOP

3014c

WOOD SHOPCLASSROOM

3109TOOL STOR

AD1011

E2

28

29 31

H.1G.9

G

F

E

D

C

B

A.9

1377 SF3108

AUTO SHOP

668 SF3115

AUTO SHOPCLASSROOM112 SF

3109TOOL STOR

11' - 11" AFF

10' - 3" AFF

1604 SF3101CORR

1515 SF3014b

WOOD SHOP

487 SF3014c

WOOD SHOPCLASSROOM

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:53:57 PM

AE101

EXISTING FIRST FLOORPLAN

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"A3 EXISTING FIRST FLOOR PLAN0' 4' 8' 16' 24'0' 4' 8' 12'

1/8" = 1'-0"A5 FIRST FLOOR EXISTING RCP

MARK DATE DESCRIPTION

FD

FD FD

29 31

E

D

C

B

A.9A5A301

A5A301

B3A301

C7.01

C7.01

C5.04 C5.04C5.04

C7.01

F2.02

F2.03

D2.01

30' - 8"

C5.04

C7.04

3' -

8 1/

4"

7' -

0"

C4.02

C4.01

C4.02

C4.03

C4.01

C4.01

3' -

8 3/

8"

ASP-

1(E

TR)

14' -

8 9

/16"

7 5/

8"40

' - 7

3/8

"8'

- 1"

15' - 8 1/2"

4' -

4"18

' - 8

"

7 1/2"30' - 8"

10' - 0 3/8"

3105-2

3105

B

148 SF3105

WOOD STOR

49 SF3014a

DUSTCOLLECTOR

129 SF3106

FIN ROOM

1604 SF3101CORR

112 SF3109

TOOL STOR

1377 SF3108

AUTO SHOP

668 SF3115

AUTO SHOPCLASSROOM

29 31

E

D

C

B

A.9A5A301

A5A301

B3A301

3108SHOP

3115

DRAFTINGCLASSROOM

F2.04

C7.02

C7.03

C6.03

C6.03

C6.03

C6.

04 .

. C6.04

F2.05F2.05

C6.03

D4.01

C6.02

C7.03

C7.02

D4.01

C6.03

C6.06

C6.06

C6.05

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:53:54 PM

AD101

FIRST FLOORDEMOLITION PLAN

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

0' 4' 8' 12'1/4" = 1'-0"A3 FIRST FLOOR DEMOLITION PLAN

C4.01 SAWCUT & PATCH CONC SLAB FORELEC CONDUIT & FLOOR OUTLETS.COORDINATE W/ FFE PLAN. REFERTO ELEC DWGS. COORDINATE EXACTSIZE OF TRENCH W/ CONDUIT &FLOOR BOX REQUIREMENTS.

C4.02 CUT EMBEDDED BOLTS AND GRINDDOWN TO 1" BELOW SURFACE OFFLOOR. FILL DEPRESSION WITH HIGHSTRENGTH EPOXY GROUT FLUSHWITH FLOOR

C4.03 REMOVE RESILENT FLRG &ADHESIVE DOWN TO CONC SLAB.REMOVE RESILIENT BASE &ADHESIVE

C5.04 REMOVE EXIST. CMU WALL(S)C6.02 CUT & PATCH GYP BD CLG FOR NEW

LIGHTING POWER CONNECTIONS &MOUNTING HARDWARE. CONDUIT &WIRING SHALL BE RUN ABOVE CLGTO NEW LOCATIONS. SEE ELECDWGS FOR CIRCUITING.

C6.03 REMOVE LIGHTING FIXTURES &ASSOCIATED JUNCTION BOXES.TERMINATE & CUT BACK WIRING.PATCH CLG FLUSH WITH GYP BD @REMOVED J BOXES.

C6.04 REMOVE SECTION OF SUSPENDEDGYP BD CLG @ PARTITIONDEMOLITION. EXTEND CEILINGSYSTEM FLUSH WITH EXISTING.

C6.05 APP LOCATION OF EXIST SHAFT TOROOF. CUT & PATCH CLG & SHAFTBOTTOM TO RUN REF & CONDUIT TOROOF

C6.06 EXIST LIGHTING FIXTURES IN THISROOM TO REMAIN

C7.01 REMOVE EXISTING DOOR ANDFRAME.

C7.02 EXIST ROLL-UP O.H. DOORS TOREMAIN.

C7.03 EXIST O.H. DR HOUSINGC7.04 REMOVE LOCKSET AND REPLACE

WITH DOUBLE DEADBOLT PER HDWESPEC. REPLACE STRIKE TOACCOMMODATE DEADBOLT. FIELDVERIFY DOOR AND FRAME PREP.

D2.01 REMOVE ELECTRIC WATER COOLER.REFER TO MEP DWGS FOR PLMBG &ELEC SCOPE

D4.01 SPRINKLER HEADS-REFER TO FPDWGS (TYP)

F2.02 REMOVE SINK/MODIFYPLUMBING-REFER TO PLMBG DWGS

F2.03 REMOVE EM SHOWER/MODIFYPLUMBING-REFER TO PLMBG DWGS

F2.04 REMOVE SUSPENDED CEILINGSYSTEM, LIGHTING FIXTURES, HVACCOMPONENTS, ETC. REFER TO MEPDWGS FOR DETAILED DEMOLITION &MODIFICATION SCOPE.

F2.05 REMOVE WOOD FRAME PLATFORM,SUPPORTING HARDWARE @ WALLS &ATTACHED LIGHTING FIXTURES.ASSUME 2X6 JOISTS WITH 3/4"PLYWD FLOOR & 1/4" PLYWD CEILING.

1/4" = 1'-0"A5 FIRST FLOOR DEMO RCP0' 4' 8' 12'

MARK DATE DESCRIPTION

28 29 31

H.1

G.9

G

F

E

D

C

B

A.9

1604 SF3101CORR.

3014bWOOD SHOP

129 SF3106

FIN. ROOM

148 SF3105

PROJECTCUBBIES

49 SF3014a

DUSTCOLLECTOR

797 SF3115

DRAFTINGCLASSROOM

3014c

WOOD SHOPCLASSROOM

1323 SF3108SHOP

A101A5

3109

E

3106

B31

02J 3105-2

3102

B

3108A

3115B

C4.01C4.01

29 31

E

D

C

B

A201

B4

A2

A4

B2

A201 C3

C5

D3

D5

797 SF3115

DRAFTINGCLASSROOM

1323 SF3108SHOP

1604 SF3101CORR.

8 3/8"

E1

3106

B

3106FIN. ROOM

3105

PROJECTCUBBIES

3014a

DUSTCOLLECTOR

3108A12

' - 2

"

6"

6' - 0"(VIF)

17' - 7 7/8" 6' - 0"

6"

A A'3108

A

3115

A

3115B

A5A301

A5A301

B3A301

B3A301

A501A5

F1 F1

C3.01

C3.01

C3.01

B1.01

B1.01

B1.01

B1.01

C7.

02C

7.02

3108

AST

ORA

GE

CRIB

8 1/

2"

(VIF

)44

' - 5

1/2

"

A1

A501

TYP

ASP-

2AS

P-1

(ETR

)

3105

B

C5.07

C2

A503

TYPC2

A503

TYP

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:47:03 PM

A101

FIRST FLOOR PLAN

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"A2FIRST FLOOR NORTHWING PLAN

0' 4' 8' 16' 24'1/4" = 1'-0"A5 FIRST FLOOR NORTH WING ENLARGED PLAN0' 4' 8' 12'

B1.01 APP SIZE & LOC OF STRUCT COLS(TYP).

C3.01 POL CONC FLR. FIN. EXTEND TOCL OF DOOR.

C4.01 SAWCUT & PATCH CONC SLABFOR ELEC CONDUIT & FLOOROUTLETS. COORDINATE W/ FFEPLAN. REFER TO ELEC DWGS.COORDINATE EXACT SIZE OFTRENCH W/ CONDUIT & FLOORBOX REQUIREMENTS.

C5.07 CUT & PATCH 8" CMU WALL TOINSTALL RECESSED ELEC PANEL& TO MODIFY EXIST ELEC PANEL.ALL CONDUIT SHALL BECONCEALED INSIDE OR BEHINDWALL. EXTEND CONDUIT UP TOABOVE CLEG. TOOTH CMU INTOEXIST COURSING.MATCHMORTAR JOINT PROFILE.DIMENSIONS & AREA SHOWN ISAPPROXIMATE. COORDINATEEXTEND WITH ELEC WORK.

C7.02 EXIST ROLL-UP O.H. DOORS TOREMAIN.

MARK DATE DESCRIPTION

FD FD

FD

S

OC OC

OCOC

E

D

C

B

A.9A5

A301

A5A301

B3A301

1323 SF3108SHOP

797 SF3115

DRAFTINGCLASSROOM1604 SF

3101CORR.

C7.03

C7.03

CLG

GR

ID

D3.04

D3.03

P-2

ACT-1

SAD SAD

SADSAD

10' - 3" AFF(MATCH EXIST)

11' - 11" AFF

4' -

6 3/

4"9'

- 0"

9' -

0 1/

16"

9' -

0"8'

- 11

15/

16"

4' -

2 3/

4"

4' -

2 3/

4"9'

- 0"

9' -

0"18

' - 0

"4'

- 2

3/4"

7' -

6"

C6.02

EQEQ

EQ EQ

ACU-1

ACU-2

D3.02

D3.02

12' -

6 3

/4"

EQEQ

8' -

0"8'

- 0"

WT-

1W

T-1

WT-

1W

T-1

EQ EQ

RAG

2' - 0"

EQEQ

ASP-

1(E

TR)

P-6(TYP. ALL DUCTWORK)

45° MAX

45° MAX

45° MAX

45° MAX

2"MAX

ACOUSTIC PANEL CEILING GRID SEISMIC BRACING DETAIL - SPACES GREATER THAN 400 SF ONE DIRECTION GREATER THAN 20-FT

SPLICE

TYPICAL

MIN. 12 GA HANGER WIRE AT EACH CROSS OR MAIN HANGER

3 TURNS IN 1/2" (TYPICAL)

MAIN RUNNERS 24" O.C.

CROSS RUNNERS 24" O.C.

45° MAX

45° MAX

2"MAX

TYPICAL

LONG DIMENSION

OF ROOM OR

CORRIDOR

ACOUSTIC PANEL CEILING GRID SEISMIC BRACING DETAIL - SPACES GREATER THAN 400 SF TWO DIRECTIONS GREATER THAN 20-FT

MIN. 12 GA HANGER WIRE AT EACH CROSS OR MAIN HANGER

3 TURNS IN 1/2" (TYPICAL)

MAIN RUNNERS 24" O.C.

CROSS RUNNERS 24" O.C.

8"

CHANNEL MOLDING-ATTACH TO WALL

12 GA WIRE SUSPENSION SYSTEM

TYP DRYWALL SUSPENSION TEES

GYP BD CLG PANELS-5/8" (VIF)

GYP BD OR MAS WALL

AT EXIST CLG-EXTEND GYP BD TO NEXT CROSS TEE

SUPPORT @ DECK ABOVE-SEE TYP SUSP. CLG DETAILS FOR MORE INFO.

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:27 PM

A102

FIRST FLOOR RCP

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/4" = 1'-0"A3 FIRST FLOOR RCP0' 4' 8' 12'

C6.02 CUT & PATCH GYP BD CLG FORNEW LIGHTING POWERCONNECTIONS & MOUNTINGHARDWARE. CONDUIT & WIRINGSHALL BE RUN ABOVE CLG TONEW LOCATIONS. SEE ELECDWGS FOR CIRCUITING.

C7.03 EXIST O.H. DR HOUSINGD3.02 RECESSED AC UNIT PER MEP

DWGS. COORDINATE SIZE WITHCEILING OPENING. CUT & PATCHGYP BD CLG. AROUND UNIT.FRAME GRID SYSTEM AROUNDUNIT, SUPPORT UNIT & CLGSYSTEM INDEPENDANTLY.COORDINATE WITH MEP DWGS

D3.03 RUN REF, CONDENSATE PIPING &CONDUIT FOR POWER &CONTROL WIRING ABOVE CLG.CUT & PATCH GYP BD CLG. TOSUPPORT PIPING FROMSTRUCTURE ABOVE. COORDWITH MEP DWGS

D3.04 RUN REF, CONDENSATE PIPING &CONDUIT FOR POWER &CONTROL WIRING ABOVESUSPENDED CLG.

MARK DATE DESCRIPTION

3" = 1'-0"A5 AXON - SUSP CLNG BRACING 01

3" = 1'-0"B5 AXON - SUSP CLNG BRACING 02

0' 4" 8" 1'-0"

0' 4" 8" 1'-0"

3" = 1'-0"C5 TYP GYP BD CLG SYSTEM0' 4" 8" 1'-0"

PF

29

31

E D C B A.9

148 SF3105

PROJECTCUBBIES

49 SF3014a

DUSTCOLLECTOR

129 SF3106

FIN. ROOM

1604 SF3101CORR.

EQ-9

EQ-9

EQ-9

EQ-9

FRN-2

A5A301

B3A301

FRN-5

FRN-6(TYP.)

FRN-1

EQ-4

EQ-4

EQ-6

EQ-6

EQ-5

EQ-8 EQ-8

1323 SF3108SHOP

797 SF3115

DRAFTINGCLASSROOM

EQ-10 (TYP. OF 18)

EQ-7

EQ-7

3' -

0 1/

4"

EQ-2 EQ-1

FRN-3

FRN-7FRN-7FRN-7

FRN-7 FRN-7 FRN-7

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:33 PM

A103

FIRST FLOOR FF&EPLAN

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/4" = 1'-0"A3 FIRST FLOOR FF&E PLAN0' 4' 8' 12'

EQUIPMENT SCHEDULE

PRODUCTIDENTIFIER DESCRIPTION

DIMENSIONS (ININCHES)

00_Height WEI

GHT

(IN

POUN

DS)

MANUFACTURER MODEL QUA

NTIT

Y

STAT

IONA

RY/F

IXED

/CAS

TORS

/BEN

CHTO

P

ELECTRICAL REQUIREMENTS

HOUS

E CO

MPR

ESSE

D AI

R

RESPONSIBILITY MATRIX

NOTESLENGTH WIDTH CONN

ECTI

ON

TYPE

NEM

A PL

UG N

O

PHASE VO

LTS

AMPS

HZ NETW

ORK

CO

NNEC

TIO

N

PURC

HASE

RECE

IVE

SET

IN P

LACE

INST

ALL

DISP

OSE

OF

PACK

AGIN

G M

AT.

CALL

IBRA

TIO

N

FINA

L CO

NNEC

TIO

NS

EQ-1 CNC LATHE-10 HP 56" 105" 6' - 7" HAAS AUTOMATION TL-1 1 FIXED 3 220 25 Y 3/8" O GC GC GC GC O GC 80 PSI MIN AIR PRESSUREEQ-2 CNC MILL-7.5 HP 74" 79" 8' - 10" HAAS AUTOMATION MINIMILL 1 FIXED 3 220 25 Y 3/8" O GC GC GC GC O GC 80 PSI MIN. AIR PRESSUREEQ-4 1/3 HP 9" BENCHTOP BAND SAW 11 3/4" 11 3/4" 1' - 6" CENTRAL MACHINERY SKU 60500 2 BENCHTO

PC&P 1 120 2.5 O GC GC GC GC GC GC

EQ-5 1 HP 4" x 6" HORIZONTAL/VERTICAL METAL CUTTING BAND SAW 11 1/2" 23 1/2" 1' - 11 1/2" CENTRAL MACHINERY SKU 93762 1 MOBILE C&P 1 120 6.4 O GC GC GC GC GC GCEQ-6 8" 5-SPEED BENCH DRILL PRESS-1/3 HP 6 1/4" 6 1/8" 1' - 10 5/8" CENTRAL MACHINERY SKU 60238 2 BENCHTO

PC&P 1 120 2.4 O GC GC GC GC O GC

EQ-7 8" BENCH GRINDER WITH GOOSENECK LAMP 14" 14" 10 1/2" CENTRAL MACHINERY SKU 62501 2 BENCHTOP

C&P 1 120 3.6 O GC GC GC GC GC GC

EQ-8 30" 5-DRAWER BLACK MECHANIC'S CART 37 1/4" 22" 3' - 5 3/8" US GENERAL SERIES 2 | SKU 64033 2 MOBILE O GC GC GC GC GC GCEQ-9 MAKERBOT REPLICATIOR + 3D PRINTER 17 3/8" 20 13/16" 1' - 4 1/8" MAKERBOT INDUSTRIES, LLC A9231730 4 BENCHTO

PC&P 1 100-

240V.76-.43

50/60 Y O GC GC GC GC GC GC

EQ-10 CONTROL SIMULATOR 8" 20" 1' - 6" HAAS AUTOMATION CSMD 18 BENCHTOP

C&P 1 115 1.5 50/60 O O O O O O O

MARK DATE DESCRIPTION

28 29 31

H.1

G.9

G

F

E

D

C

B

A.9

C2

A501

TYP

C5.03 C5.05

28 29 31

H.1G.9

G

F

E

D

C

B

A.9

C5.03 C5.05C2

A501

TYP

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 1:09:51 PM

A111

SECOND AND THIRDFLOOR PLANS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"A3 SECOND FLOOR PLAN1/8" = 1'-0"A5 THIRD FLOOR PLAN

0' 4' 8' 16' 24'0' 4' 8' 16' 24'

C5.03 EXIST. SHAFT WALL - 2 1/2" MTLSTUD W/ 1 LAYER 5/8" GYP 1 SIDE,1" x 24" SHAFT WALL LINER PANEL1 SIDE. INFORMATION FROMARCHIVAL DWGS, V.I.F.

C5.05 CUT/PATCH & PAINT SHAFTWALLTO RUN REF LINES & POWER UPTO ROOF.

MARK DATE DESCRIPTION

28 29 31

H.1G.9

G

F

E

D

C

B

A.9

RTU-13

RTU-6

RTU-1

RTU-6

RTU-13

ROORTOP MECHANICAL UNIT (WHERE APPLICABLE)

EXISTING COUNTERFLASHING, REPAIR OR REPLACE IF DAMAGED DURING THE EXECUTION OF THE WORK

1-INCH EPDM GROMMETED STAINLESS STEEL DISK 12-INCHES O.C.L.C.C. SLEEVECLAD FLASHING

SBS TOP LAYERSTRIPPING PLY

SBS BOTTOM LAYER

CANT

EXISTING CURB

REINSULATE CURB8"

MIN

IMU

M

?

?

?

?

?

?

?

WRAP W/ COVER BOARD

NOTES:

1) NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A FORCE OF 300 LBS PER LINEAL FT IN ANY DIRECTION.2) VAPOR RETARDER/WEATHER RESISTENT BARRIER SHALL BE SEALED AT EDGES

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:40 PM

A121

ROOF PLAN

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"A3 ROOF PLAN0' 4' 8' 16' 24'

3" = 1'-0"A4 CURB FLASHING DETAIL0' 4" 8" 1'-0"

MARK DATE DESCRIPTION

3" = 1'-0"B4 EQUIPMENT SUPPORT0' 4" 8" 1'-0"

FIRST FLOOR0"

C

WT-1WT-1WT-1WT-1

RWB-1

P-3

C5.09C5.09

RWB-1

10' -

3"

P-1P-1

FIRST FLOOR0"

C

3115B

RWB-1

P-3

3108A 3115A

A502C1

A502C1

OPP

8' -

0"

RWB-1

VDS-1VDS-1

3' -

6"

EQEQ

EQEQ

EQEQ

P-1

FIRST FLOOR0"

D

3108D3108E

C7.02

RWB-1

P-3

3115A 3108A

7' -

9"

RWB-1P-1

FIRST FLOOR0"

D

3108A

11' -

11"

8"

7' -

4"1'

- 4"

6' - 0"

C5.07

C5.08

2' -

0"2'

- 10

"7'

- 1"

RWB-1

P-3

P-1

3106B

RWB-1

3105B

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:42 PM

A201

INTERIOR ELEVATIONS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/4" = 1'-0"A2 DRAFTING CLASSROOM RM 3115 - NORTH1/4" = 1'-0"A4 DRAFTING CLASSROOM RM 3115 - EAST

1/4" = 1'-0"B2 DRAFTING CLASSROOM RM 3115 - SOUTH1/4" = 1'-0"B4 DRAFTING CLASSROOM RM 3115 - WEST

1/4" = 1'-0"C3 SHOP RM 3108 - NORTH1/4" = 1'-0"C5 SHOP RM 3108 - EAST

1/4" = 1'-0"D3 SHOP RM 3108 - WEST1/4" = 1'-0"D5 SHOP RM 3108 - NORTH

0' 4' 8' 12'0' 4' 8' 12'

0' 4' 8' 12' 0' 4' 8' 12'

0' 4' 8' 12'0' 4' 8' 12'

0' 4' 8' 12' 0' 4' 8' 12'

MARK DATE DESCRIPTION

C5.07 CUT & PATCH 8" CMU WALL TOINSTALL RECESSED ELEC PANEL& TO MODIFY EXIST ELEC PANEL.ALL CONDUIT SHALL BECONCEALED INSIDE OR BEHINDWALL. EXTEND CONDUIT UP TOABOVE CLEG. TOOTH CMU INTOEXIST COURSING.MATCHMORTAR JOINT PROFILE.DIMENSIONS & AREA SHOWN ISAPPROXIMATE. COORDINATEEXTEND WITH ELEC WORK.

C5.08 CUT & PATCH GYP BD WALL,BULKHEAD &/OR SOFFIT TO RUNPLUMBING LINE TO WALL MTDMIXING VALVE. COORDINATE W/PLMBG DWGS

C5.09 CUT & PATCH GYP BD WALLFROM ABOVE SUSPENDED CLGTO FLOOR TO RUN CONDUIT.COORDINATE W/ ELEC PLANSAND FFE PLAN FOR EXACTLOCATIONS.

C7.02 EXIST ROLL-UP O.H. DOORS TOREMAIN.

FIRST FLOOR0"

SECOND FLOOR14' - 4"

EDCB

THIRD FLOOR27' - 9"

T.O. STEEL41' - 2 1/2"

T.O. PRECAST42' - 5"

B3A301

3115

DRAFTINGCLASSROOM 3108

SHOP

11' -

11"

10' -

3"

(VIF

)13

' - 9

"

7"(V

IF)

1' -

10"

(VIF

)11

' - 1

1"

FIRST FLOOR0"

SECOND FLOOR14' - 4"

2931A5

A301

3115

DRAFTINGCLASSROOM

9' -

0"

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:45 PM

A301

BUILDING SECTIONS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/4" = 1'-0"A5 LONGITUDINAL SECTION LOOKING SOUTH

1/4" = 1'-0"B3 CROSS SECTION LOOKING EAST

0' 4' 8' 12'

MARK DATE DESCRIPTION

0' 4' 8' 12'

8 1/2"

CLG

PLAN

BASE

EXIST'G CONC SLAB ON GRADE

1 LAYER 5/8" GYP BD EA SIDE

6" MTL 20 GA STUDS @ 16" O.C.

1 LAYER 5/8" PLYWD EA SIDE

TOP

5/8" 5/8" 6" 5/8" 5/8"

3-1/2" ACOUSTICAL INSULATION

6" X 20 GA CONT RUNNER FASTEN WITH PAF'S @ 16" OC

3-1/2" OF CEMENT BACKER BOARD @ BASE OF WALL

RUBBER COVE BASE

UNLESS NOTED OTHERWISENOTES ARE TYPICAL AND APPLY TOBOTH SIDES OF THE PARTITION

SUSPENDED GYP BD CLG

A102C5

TYP

EXIST SPRAY ON FIREPROOFINGREPAIR ANY DISTURBED AREAS CREATED BY THIS WORK

6" X 20 GA DEFLECTION TRACK

FIRE SAFE / SMOKE STOP BTWN FLUTES @ TOP OF WALL-ENTIRE LENGTH

CONT FIRE CAULK

EXIST FLOOR-7" OVERALL DEPTH CONC SLABON MTL CORRUGATED DECK

SHOP

CLASSROOM

3108ASTORAGE CRIB

3108SHOP

12' -

2"

3' -

0 1/

2"6'

- 0"

3' -

0 1/

2"

4' - 2"

4' - 1 1/4"

A102C5

TYP

A3

A501

TYP

A501C3

TYP

SIM

1 1/2" x 3/4" x 1/8" CHANNEL FRAME

2" x 1/4" FLAT BAR POST

2" DIAMOND 6 GA. WIRE

CAST SHOE W/ SET SCREW ADJUSTMENTS

3/8" BOLTS @ 18" O.C.

CLG SUSPENSION SYSTEM

3" x 4 1# STEEL CAPRAIL WITH "U" BOLTS 2'-4" O.C.

1 1/2" x 3/4" x 1/8" STEEL FRAMING CHANNEL

FLAT BAR REQUIRED BY SPEC.

2" NO. 6 GA. DIAMOND WIRE MESH

4" x 2" x 1/4" THICK STEEL ANGLE CLIP

FASTEN THROUGH FIN CLG TO SOLID BLKG ABOVE CLG. CUT & PATCH CLG FIN TO INSTALL BLKG

SOLID MIN. 2X8 BLOCKINGBTWN SUSP TEE'S. SCREW TO TEES & TO GYP BD

CAST FLR SHOE PERPENDICULAR TO LONGDIM OF ENCLOSURE

1 1/2" x 3/4" x 1/8" STEEL FRAMING CHANNEL3/16" BOLT AND NUT AT 18" O.C.

MARK SERIES 3700 MORTISE SLIDE LOCKLOCK KEEPER

CAST FLOOR SHOE WITH SET SCREWS

1 7/8" x 1 3/8" FORMED BOTTOM GUIDE TRACK

3" x 4.1# CAPRAIL WITH "U" BOLTS AT 2'-4" O.C.

1 1/2" x 3/4" x 1/8" VERTICAL STEEL CHANNELS

1 1/4" x 1/2" x 1/8" CHANNELS FOR CENTER RAILS (2) REQUIRED

2" NO. 6 GA. DIAMOND WIRE MESH

FLAT BAR POST (SEE SPECS FOR SIZE)

CAST FLOOR SHOES WITH (2) 3/8" x 1 7/8" STUD BOLTS FOR CONCRETE FLOOR3"

3' -

6 3/

4" .

SEE

ELEV

ATIO

N F

OR

HEI

GH

T

STEEL FLAT AS PER SPECS.

1 1/2" x 3/4" x 1/8" CHANNEL FRAME

2" DIAMOND 6 GA. WIRE

3/8" BOLTS @ 18" O.C.

3 1/8"

TOP

PLAN

BASE

1 LAYER 5/8" GYP BD

2 1/2" 20 GA MTL "CH" SHAPED STUDS @24" O.C.

1" x 24" SHAFT WALL LINER PANEL

SEALANT

TOP

SPRAY APPLIED FIRE PROOFING AT BOTTOM OF DECK. PATCH / REPAIR IF DISTURBED

SHAFT WALL ASSUMED TO TERMINATE SHAFTBOTTOM. CUT@ PATCH TO INSTALL PIPING & CONDUITFIRE STOP ALL PENETRATIONS WITH 2 HR UL ASSEMBLY

CONC SLAB ON MTL DECK

ACOUSTICAL CLG @ 3RD FLOOR-REMOVE & REPLACE/RE-INSTALL SECTIONSNECESSARY TO RUN REF PIPING & CONDUIT UPTO THE ROOF

ROOF DECK IS CORRUGATED METAL DECKWITH 2 LAYERS OF RIGID INSULATION &1 LAYER OF EPDM ROOFING PER ORIGINALCONST DOCUMENTS. SEE ROOF PLAN FOR LOCATION OF ACCU-1 & CURB/PENETRATION DETAILS

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:48 PM

A501

PARTITION TYPES ANDDETAILS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

0' 2'6" 1'

0' 1" 2" 4" 6"

1 1/2" = 1'-0"A1 6" METAL STUD PARTITION1/2" = 1'-0"A5 WIRE PARTITION STORAGE CRIB PLAN

3" = 1'-0"C3 TYPICAL PANEL CONNECTION

3" = 1'-0"B3 HEAVY-DUTY CEILING ANCHORAGE

3" = 1'-0"C5 HEAVY-DUTY SLIDE GATE

3" = 1'-0"A3 SECTION THROUGH HIGH PARTITION

3" = 1'-0"D3 MULTIPLE PANEL CONNECTION

0' 1' 2' 4' 6'6"

0' 1" 2" 4" 6"

1 1/2" = 1'-0"C2 EXIST. SHAFT WALL

0' 1' 2' 4' 6'6"

0' 2'6" 1'

0' 1" 2" 4" 6"

0' 1" 2" 4" 6"

MARK DATE DESCRIPTION

4"

JAMB BEYOND

1/2" SAFETY GLASS

ALUM BASE

EXIST'G CONC FLR SLAB

4 1/4" 4 1/4"

WRAP COVE BASE AROUND END OF JAMB

EQ EQ

3"

CONT ALUM HEAD RAIL

JAMB BEYOND

1/2" SAFETY GLASS

CONT 5/8" PLYWD. FULL LENGTH OF GLASS WL

CONT WD BLKG

BOX HEADR-CONT 20 GA MTL STUD RUNNER TOP & BOTTOM2-6"X20 GA STUDS EA SIDE

GYP BD/MTL STUD PARTITION. SEE FLOOR PLAN FOR TYPE

CENTERLINE OF GLASS WALL

CONT 6" 20 GA RUNNER

1/2" CENTER PIVOT SAFETY GLASS DR BY GLASS WL MFR

ALUM JAMB BEYOND

4 1/

2"9/

16"

CONT BOTTOM RAIL

EXIST'G CONC FLR SLAB

PIVOT BEYOND

WRAP COVE BASE AROUNDEND OF JAMB OF OPNG

2"

CONT 5/8" PLYWD.FULL HT OF GLASS WL

CONT 2x BLKG. FULL HT OF DOOR FRAME

ALUM JAMB

1/2" SAFETY GLASS

ALUM BASE BELOW

CENTERLINE OF GLASS WL

BULLNOSE CORNER BEAD ON ALL OUTSIDE CORNERS

EXIST CMU EXTERIOR WALL

MTL "MUD ON" J-BEADCONT. SEALANT

CONT WD BLKG FULL HEIGHT OF PARTITION

1/2" SAFETY GLASS

ALUM DR JAMB W/ CONT GASKETED DR STOP

CONT BTM RAIL W/FLR PIVOT (BELOW)

2"

5' - 10" 2"

A1

A502

B2

A502

A4

A502

A3

A502

A2

A502

8' -

0"

3"7'

- 4

1/2"

4 1/

2"

2" 2' - 5" 2" 3' - 1" 2"

B3

A502B1

A502

B4

A502

CONT ALUM HEAD RAIL

JAMB BEYOND

1/2" SAFETY GLASS

CONT WD BLKG FULL LENGTH OF GLASS WLCONT WD BLKG

BOX HEADER TYP.-SEE B1/A502

GYP BD/MTL STUD PARTITION. SEE FLOOR PLAN FOR TYPE

CENTERLINE OF GLASS WALL

PATCH FITTING @ TOP PIVOT OF DOOR

SQUARE MTL CORNER BEAD @ HEAD

CONTINUOUS GASKET

3"

8 1/2"

2 3/4"

CONT 5/8" PLYWD. FULL HT OF GLASS WL

1/2" SAFETY GLASS DR

CENTERLINE OFFLR PIVOT

ALUM DR JAMB W/ CONT GASKETED DR STOP

CONT BTM RAIL W/FLR PIVOT

CENTERLINE OF GLASS DR

CONT 2x BLKG. FULL HT OF DOOR FRAME

GYP BD/MTL STUD PARTITION.FULL HEIGHT DBLE MTL STUDS @ OPNG

BULLNOSE CORNER BEAD AT ALL OUT CORNERS

2"

ALUM DR FRAME W/ CONT GASKETED DR STOP

LEVER HANDLE LOCKSET BY GLASS WALL MFR

ALUM DR BOT BELOW

1/2" SAFETY GLASS.(TYP @ WL & DR)

2"

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

E

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

CIVIL ENGINEERS

5 4 3 2 1

D

C

B

A

E

D

C

B

A

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:51 PM

HECA STEM ACADEMY

A502

GLASS WALL SYSTEMDETAILS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

2040 DIXWELL AVE, HAMDEN, CT 06514

3" = 1'-0"A1 BASE @ FIXED PANEL

3" = 1'-0"B1 HEAD @ FIXED PANEL

3" = 1'-0"A3 GLASS DOOR - BOTTOM3" = 1'-0"A2 JAMB @ FIXED PANEL

3" = 1'-0"A4 DOOR JAMB - HINGE SIDE-ABOVE PIVOT

MARK DATE DESCRIPTION

1/2" = 1'-0"C1 WALL ASSEMBLY

0' 4" 8" 1'-0"

3" = 1'-0"B3 GLASS DOOR HEAD3" = 1'-0"B4 DOOR JAMB - HINGE SIDE

3" = 1'-0"B2 DOOR JAMB - STRIKE SIDE0' 4" 8" 1'-0"

0' 4" 8" 1'-0"

0' 4" 8" 1'-0"

0' 4" 8" 1'-0"0' 4" 8" 1'-0"

0' 4" 8" 1'-0"0' 4" 8" 1'-0"

0' 1' 2' 4' 6'6"

NOTES:

FINISHED CEILING

FINISHED FLOOR

EXTEND CONDUITS INSIDE GYP WALL

2-GANG EMPTY BACKBOX AT 66" AFF FOR iIT WIRING. 2" CONDUIT TO A/V BACKBOX AT 36"AFF.

1-GANG BACKBOX AT 66" AFF WITH 3/4" CONDUIT TO CABLE PATHWAY ABOVE FOR DUPLEX ELECTRICAL RECEPTACLE.

50" LED SCREEN (NOT IN CONTRACT)

2" C

ON

DU

IT

MC CABLE

2-GANG BACKBOX AT 18" AFF FOR DOUBLE DUPLEX ELECTRICAL RECEPTACLE

2-GANG EMPTY BACKBOX AT 36" AFF WITH 1" NIPPLE CONNECTOR FOR OWNER FURNISHED A/V WIRING

1. DETAIL APPLIES TO FLAT SCREEN MONITOR SHOWN ON DRAWINGS.

2. BACKBOX AND CONDUIT LAYOUT BE REVIEWED AND APPROVED WITH ARCHITECT / OWNER PRIOR TO INSTALLATION TO CONFIRM ALIGNMENT AND MOUNTING HEIGHTS WITH A/V EQUIPMENT BEING FURNISHED BY OWNER.

3. COORDINATE ALL DEVICE LOCATIONS WITH BLOCKING REQUIREMENTS.

4. WALL MOUNT SHALL BE FURNISHED BY THE OWNER & INSTALLED BY THE CONTRACTOR

1" C

ON

DU

IT

2" CONDUIT

2" CONDUIT

TERMINATE CONDUITS WITH PLASTIC BUSHINGMAX 8" FROM CABLE TRAY ABOVE CEILING IN CORRIDOR

MIN6"

MIN6"

6"

(V.I.

F.)

5" +

/-M

IN4

1/4"

(V.I.

F.)

SAN OR STORM LINES. SEE PLUMBING DWGS. FIELD VERIFY INVERT OF EXIST'G LINE TO DETERMINE DEPTH

CLEAN COURSE SAND

MIN 4" COMPACTED CRUSHED STONE (ASTM C-33) GRADATION 67 (No 2)

#4 DOWELS @ 12" OC. DRILL & ANCHOR INTO EXIST SLAB W/ HILTI HY-200 ADHESIVE. ALL SIDES OF PATCH

CONC INFILL PER SPECIFICATIONSEXIST'G CONC SLAB EXIST'G CONC SLAB

WIDTH WILL DEPEND ONDEPTH & LOCATIONS OF UNDERGROUND PLUMBING

1

1

4" 4"

CONT 15 MIL VAPOR BARRIER. LAP 6" BELOW EDGES OF EXIST'G ADJ VAPOR BARRIER

4"4"

9 3/8" 8"

1/2" PROVIDE EXP JOINT @ PATCHES ABUTTING FOUND OR MAS WALLS

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

E

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

CIVIL ENGINEERS

5 4 3 2 1

D

C

B

A

E

D

C

B

A

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:50:53 PM

HECA STEM ACADEMY

A503

MISC. DETAILS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

2040 DIXWELL AVE, HAMDEN, CT 06514

MARK DATE DESCRIPTION

1/8" = 1'-0"A2 SINGLE MONITOR DETAIL

1 1/2" = 1'-0"C2 TYP. CONCRETE FLOOR SLAB INFILL

● NEW○ EXISTING

SCHEDULE LEGEND

1. SEE SPEC SECT 08 7100 FOR HARDWARE SETS.

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 1:09:53 PM

A601

SCHEDULES

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

ROOM FINISH SCHEDULEROOM NO. NAME

FLOOR BASE WALL CEILINGREMARKSMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH

3105 PROJECT CUBBIES ETR ETR ETR ETR GWB / CMU P-1 / P-3 GYP BD P-23108 SHOP SLAB ON GRADE POL CONC RWB-1 GWB / CMU P-1 / P-3 GYP BD P-2 THE NEW PARTITION WILL BE AN ACCENT COLOR SELECTED BY THE

ARCHITECT.3108A STORAGE CRIB SLAB ON GRADE POL CONC3115 DRAFTING CLASSROOM SLAB OB GRADE POL CONC RWB-1 GWB / CMU P-1 / P-3 ACT ACT-1 THE NEW PARTITION WILL BE AN ACCENT COLOR SELECTED BY THE

ARCHITECT.

DOOR SCHEDULELOCATION DOOR FRAME HARDWARE

REMARKSDOOR No. ROOM SING

LE

DOUB

LE

SIZE PER LEAF

TYPE

MAT

ERIA

L

FINI

SH

SAFE

TY G

LASS

VIS

ION

LITE

TYPE

MAT

ERIA

L

FINI

SH

JAM

B DE

TAIL

HEAD

DET

AIL

THRE

SHO

LD T

YPE

EXIT

DEV

ICE

LOCK

SET

LEVE

R HA

NDLE

AUXI

LLIA

RY L

OCK

HARD

WAR

E SE

T

WID

TH

HEIG

HT

THIC

KNES

S

3105B PROJECT CUBBIES ○ 44" 82" - P-8 - P-5 ●3106B FIN. ROOM ○ 36" 84" - P-8 - P-53108A SHOP ○ 38" 84" - P-8 - P-53108A SHOP ● 40" 93" 1/2" - ● B2/B4/A502 B3/A502 ● ● HW013115A DRAFTING CLASSROOM ● 40" 93" 1/2" - ● B2/B4/A502 B3/A502 ● ● HW013115B CORR. ○ 36" 82" - P-8 - P-5 HW02

FINISH PRODUCTS AND MATERIALS SCHEDULEPRODUCT

IDENTIFIERSPEC.

SECTION PRODUCT DESCRIPTION MANUFACTURERMANUFACTURER'S PRODUCT

IDENTIFICATION COLOR/FINISH NOTESACT-1 09 5100 ACOUSTICAL CEILING TILE

P-1 09 9123 GWB WALL PAINTP-2 09 9123 GWB CEILING PAINTP-3 09 9123 CMU WALL PAINTP-5 09 9123 HOLLOW METAL DOORS AND FRAME PAINT .P-6 09 9123 PIPES AND DUCTWORK PAINT .P-8 09 9123 FLUSH WOOD DOOR PAINT .

RWB-1 09 6513 RUBBER WALL BASE

SPECIALTIES SCHEDULEPRODUCT

IDENTIFIER SPEC SECTION DESCRIPTION MANUFACTURER MODEL NOTESVDS-1 MARKERBOARD STEELCASE SERIES 110 | M5540043WT-1 ROLLING WINDOW SHADE

FURNISHINGS SCHEDULEPRODUCT

IDENTIFIER PRODUCT DESCRIPTION MANUFACTURERMANUFACTURER'S PRODUCT LINE

/ MODEL NO. QTY NOTES

FRN-1 SPLIT TOP DESK SMITH SYSTEM 27344 20 BY OWNERFRN-2 STOOL HEIGHT CHAIR STEELCASE COBI 434 SERIES - 434711 21 BY OWNERFRN-4 KEYBOARD PLATFORM STEELCASE COMPUTER SUPPORT - CR10FF 21 BY OWNERFRN-3 HIGH BACK TRIPOD BASE CHAIR Steelcase NODE 480 SERIES - 480110 18 BY OWNERFRN-7 SHOP TABLE Steelcase 6 BY OWNERFRN-6 MONITOR SUPPORT Steelcase 20 BY OWNERFRN-5 VERTICAL PROCESSOR SLING STEELCASE COMPUTER SUPPORT - CPRSL 21 BY OWNER

MARK DATE DESCRIPTION

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

KEYNOTES

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

5 4 3 2 1

GENERAL NOTES

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:56:01 PM

A701

3D VIEW

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

A5 3D VIEW

MARK DATE DESCRIPTION

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:56:07 PM

A702

DRAFTING CLASSROOMPERSPECTIVE VIEW

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

A5 DRAFTING CLASSROOM PERSPECTIVE VIEW

MARK DATE DESCRIPTION

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\Users\AWilliams\Documents\1918 Hamden High School [email protected] 9/17/2019 12:56:12 PM

A703

SHOP PERSPECTIVEVIEW

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

A5 SHOP PERSPECTIVE VIEW

MARK DATE DESCRIPTION

PF

28 29 31

H.1

G.9

G

F

E

D

C

B

A.9

3

11

2

WOOD SHOP

3014b

CORR.

3101

PROJECT

CUBBIES

3105

DUST

COLLECTOR

3014a

2 2

222

3 3 3 3

3 3 3 33

33

3

11

3333

3 3 3

28 29 31

H.1

G.9

G

F

E

D

C

B

A.9

PROJECT

CUBBIES

3105

WOOD SHOP

3014b

CORR.

3101

DUST

COLLECTOR

3014a

5 5 5

5 5 5

5 5 5

4444

EX PENDANT SPRINKLER TO BE RELOCATED. CAP REMAINING FOR FUTURE CONNECTION.

EX CONCEALED SPRINKLER SHALL BE REMOVED. CAP REMAINING FOR FUTURE CONNECTION.

EXISTING PENDANT SPRINKLER SHALL REMAIN

EXISTING RELOCATED SPRINKLER SHALL CONNECT TO EXISTING ABOVE CEILING. PATCH TO MATCH.

FURNISH AND INSTALL NEW CONCEALED SPRINKLER. EXTEND EXISTING SPRINKLER PIPING ACCORDINGLY ABOVE THE CEILING TO NEW SPRINKLER LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR SPRINKLER LOCATION.

DRAWING# FP-101 DRAWING NOTES

1

2

3

4

5

DESCRIPTIONSYMBOL

FIRE PROTECTION SYMBOL LIST

RX CONCEALED PENDENT SPRINKLER

NEW CONCEALED PENDENT SPRINKLER

RX PENDANT SPRINKLER WITH PROTECTED GUARD

EX PENDANT SPRINKLER

1. FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STANDARDS OF THE NATIONAL FIRE CODES, PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION. SYSTEM SHALL BE DESIGNED FOR ORDINARY HAZARD OCCUPANCY, UNLESS OTHERWISE INDICATED ON DRAWINGS.

2. ALL HANGERS AND SUPPORTS SHALL BE INSTALLED AND LOCATED IN ACCORDANCE WITH NFPA 13.

3. SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13.

4. SPRINKLER SYSTEMS SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH NFPA 13.

5. SPRINKLER LOCATIONS SHOWN FOR REFERENCE ONLY. INSTALL SPRINKLERS IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. COORDINATE SPRINKLER LOCATIONS WITH CEILING GRID. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN.

6. PROVIDE SWING JOINTS ON ALL PENDENT SPRINKLERS. CENTER IN CEILING TILE BIDIRECTIONAL.

7. FIRE STOP AROUND PIPES PENETRATING FIRE RATED PARTITIONS. USE HILTY FIRE BARRIER PRODUCTS AS RECOMMENDED BY MANUFACTURER.

8. A FIELD VISIT AND FAMILIARIZATION WITH ALL EXISTING CONDITIONS AND ALL NEW TRADE WORK IS A PREREQUISITE FOR PROPOSAL SUBMISSION.

9. ALL MATERIALS AND WORK SHALL FULLY MEET THE REQUIREMENTS OF NFPA, ALL APPLICABLE STATE AND LOCAL CODES AND INSURANCE UNDERWRITER.

10. SIGNED AND SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED FOR REVIEW TO THE INSURANCE UNDERWRITER, FIRE MARSHAL, AND ENGINEER IN THAT ORDER. ALL COMMENTS TO BE ADDRESSED AND RESOLVED PRIOR TO COMMENCEMENT OF WORK.

11. DRAWINGS ARE DIAGRAMMATIC AND ONLY INTENDED TO SHOW THE GENERAL ARRANGEMENT AND EXTENT OF WORK TO BE PERFORMED. THE LOCATIONS GIVEN ARE APPROXIMATE AND SUBJECT TO MODIFICATIONS AS MAY BE FOUND NECESSARY TO MEET ANY STRUCTURAL OR JOB CONDITIONS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO VERIFY ALL FIELD CONDITIONS.

12. CONTRACTOR SHALL PERFORM FLOW TEST TO USE WITH HIS HYDRAULIC CALCULATIONS

13. CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY WORK INCLUDING FIRE WATCH, REQUIRED TO KEEP THE BUILDING OCCUPIED DURING CONSTRUCTION.

FIRE PROTECTION GENERAL NOTES:

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\My Documents\REVIT\19-230 Hamden\19-230 - Hamden STEM Academy - MEP - 2018 (WKH-6).rvt 9/12/2019 3:40:49 PM

FP-101

FIRST FLOOR FIREPROTECTION PLANS

1918

Author

XXX

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"FP-101

1 FIRST FLOOR - FIRE PROTECTION DEMO1/8" = 1'-0"FP-101

2 FIRST FLOOR - FIRE PROTECTION

MARK DATE DESCRIPTION

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, COUNTY AND LOCAL CODES, REGULATIONS AND ORDIANCES. MATERIAL, EQUIPMENT, INSTALLATION, AND PROCEDURES SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE LATEST CURRENT EDITION OF THE REFERENCED DOCUMENTATION;

A. REGULATIONS OF LOCAL AUTHORITEIS HAVING JURISDICTION.B. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION.C. ASME - AMERICAN SOCIETY OF MECHANICAL ENGINEERS.D. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS.E. IPC - 2015 INTERNATIONAL PLUMBING CODE, W/ AMENDMENTS.F. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE.G. IBC - 2015 INTERNATIONAL BUILDING CODE, W/ AMENDMENTS.H. NSF - NATIONAL SANITATION FOUNDATION

2. CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY AND FAMIARLIZE THEMSELVES WITH ACTUAL FIELD CONDITIONS ASSOCIATED WITH WORK UNDER THIS CONTRACT. A VISIT TO THE SITE AND EXAMINATION OF THE OTHER MECHANICAL TRADES SHOWING ALL DETAILS OF CONSTRUCTION IS A REQUIREMENT PRIOR TO SUBMITTING THEIR BID.

3. IT IS THE INTENT THAT ALL WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT MATERIAL OR WORK SPECIFICALLY NOT INDICATED ON THE DRAWINGS, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE PROVIDED.

4. THE CONTRACTOR SHALL VISIT THE JOB SITE TO VERIFY ALL DIMENSIONS AND JOB CONDITIONS.

5. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH CHANGING ALL OF THE ROOM NAMES AND NUMBERS AT THE END OF THE JOB FROM THE NAMES AND NUMBERS SHOWN ON THE CONSTRUCTION DOCUMENTS TO A NEW SET OF ROOM NAMES AND NUMBERS, INCLUSIVE OF ALL RE-PROGRAMMING OF ALL MEP AND FIRE PROTECTION SYSTEMS, ETC. FINAL ROOM NUMBERS WILL BE PROVIDED BY THE ARCHITECT TO THE TRADE CONTRACTORS AT OR AROUND THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT.

6. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. REPAIR ALL DAMAGES OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

7. COORDINATE ALL PLUMBING WORK WITH MECHANICAL WORK, FIRE PROTECTION, ELECTRICAL WORK, ETC., SHOWN ON OTHER DRAWINGS.

8. REFER TO SECTIONS ON ARCHITECTURAL AND MECHANICAL DRAWINGS FOR PIPE ROUTING THROUGH THE FACILITY.

9. COORDINATE PLUMBING PIPING ENCLOSURES WITH ARCHITECTURAL DRAWINGS PRIOR TO SETTING PIPING BELOW SLABS.

10. FIELD VERIFY PIPING MATERIALS AND SIZES PRIOR TO CONNECTION THERETO.

11. PROVIDE SHUTOFF VALVES IN DOMESTIC WATER SYSTEM BRANCH LINES SERVING TWO OR MORE FIXTURES.

12. PROVIDE ALL BRANCH PIPES TO COLD WATER AND HOT WATER SYSTEMS WITH A SHUT-OFF VALVE.

13. INSTALL PIPING SO VALVES ARE ACCESSIBLE.

14. WHERE HOT AND COLD WATER PIPING DROPS INTO PIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE USED TO THE LAST FIXTURE RUNOUT.

15. CERTAIN ITEMS SUCH AS CLEAN-OUTS, ACCESS DOORS, RISES AND DROPS IN PIPING, ETC., ARE INDICATED ON THE DRAWINGS FOR CLARITY OR A SPECIFIC LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE EXTENT OF THE REQUIREMENTS FOR THOSE ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THESE ITEMS AS REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.

16. EQUIPMENT CONNECTION SIZES MAY DIFFER FROM INDICATED PIPE SIZES. PROVIDE APPROPRIATE TRANSITIONS AT THE EQUIPMENT.

PLUMBING GENERAL NOTES

17. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL INTENT OF WORK, NOT EXACT EQUIPMENT AND PIPING LOCATIONS. ALL OFFSETS, FITTINGS, TRANSITIONS AND ACCESSORIES ARE NOT

NECESSARILY SHOWN. COORDINATE THE INSTALLATION OF ALL PIPING, EQUIPMENT AND OTHER WORK WITH ALL OTHER TRADES IN ORDER TO AVOID CONFLICTS.

18. UNLESS OTHERWISE NOTED, ALL PPING IS OVERHEAD, TIGHT TO UNDERSIDE OF SLAB AND STRUCTURE,

WITH SPACE FOR VALVES AND INSULATION.

19. MAINTAIN MINIMUM 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, SUSPENDED EQUIPMENT, ETC., THROUGHOUT 48-INCH ACCESS ROUTES IN MECHANICAL AND ELECTRICAL ROOMS.

20. PROVIDE ISOLATION VALVES AS INDICATED ON THE DRAWINGS, DETAILS, RISERS AND AS REQUIRED SO THAT EQUIPMENT AND INSTRUMENTS IN THE SYSTEM CAN BE ISOLATED FOR SERVICE AND MAINTENANCE.

21. ALL PLUMBING FIXTURES SHALL HAVE A MINIMUM AIR GAP FROM THE LOWEST END OF A POTABLE WATER OUTLET TO THE FLOOD RIM OR LINE OF THE FIXTURE INTO WHICH IT DISCHARGES. THE AIR GAP SHALL BE A MINIMUM OF TWICE THE EFFECTIVE OPENING OF A POTABLE WATER OUTLET UNLESS

THE OUTLET IS A DISTANCE LESS THAN 3 TIMES THE EFFECTIVE OPENING AWAY FROM A WALL OR SIMILAR VERTICAL SURFACE IN WHICH CASE THE MINIMUM REQUIRED AIR GAP SHALL BE 3 TIMES THE EFFECTIVE OPENING OF THE OUTLET.

22. ALL PIPING NOT INDICATED IN CHASES SHALL BE LOCATED ABOVE CEILING AS HIGH AS POSSIBLE. COORDINATE ROUTING OF PIPING WITH OTHER DISCIPLINES.

23. REFER TO ARCHITECTURAL DRAWINGS FOR RATINGS OF WALL, CEILING AND WALL ASSEMBLIES.

24. RUN ALL SOIL, WASTE, STORM AND DRAIN PIPING WITH 2% MINIMUM GRADE FOR PIPING 2-1/2" AND SMALLER, 1% MINIMUM GRADE FOR PIPING 3" AND LARGER", UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY.

25. RUN ALL CONDENSATE DRAIN PIPING WITH 2% MINIMUM GRADE UNLESS OTHERWISE NOTED.

26. ELEVATIONS NOTED ARE TO CENTERLINES OF PIPES FOR ALL PRESSURE LINES AND TO INVERT FOR ALL GRAVITY FLOW LINES.

27. CONTRACTOR IS PROHIBITED FROM ATTACHING TO THE ROOF DECK AND LOWER CHORD OF JOISTS AS A SUPPORT SYSTEM FOR DEVICES AND BUILDING SYSTEMS.

28. ALL PIPE PENETRATIONS IN EXPOSED AREAS, INSIDE BASE CABINETS, ETC., SHALL HAVE ESCUTCHEON PLATES.

29. PROVIDE ALL NECESSARY COMPONENTS FOR U.L. LISTED THROUGH PENETRATION SYSTEM AT RATED FLOORS. CEILING AND WALL PENETRATIONS IN ORDER TO MAINTAIN THE REQUIRED WALL ASSEMBLY RATING. REFER TO THE ARCHITECTURAL DRAWINGS FOR RATED ASSEMBLY LOCATIONS AND CONSTRUCTION.

30. INSTALL ALL WORK SO THAT PARTS REQUIRING PERIODIC INSPECTION, OPERATION, MAINTENANCE, AND REPAIR ARE READILY ACCESSIBLE. INSTALL CONCEALED VALVES , EXPANSION JOINTS, CONTROLS, AND EQUIPMENT REQUIRING ACCESS IN LOCATIONS FREELY ACCESSIBLE THROUGH ACCESS DOORS NOT LESS THAN 18-INCHES BY 18-INCHES.

31. ALL PLUMBING FIXTURES, EQUIPMENT, AND DEVICES THAT CONTACT POTABLE WATER MUST BE LEAD FREE PER THE STATE REQUIREMENTS. POTABLE WATER SYSTEMS AND COMPONENTS SHALL COMPLY WITH NSF-61 - ANNEX G AND NSF-372.

32. ALL UNDER SLAB PIPING DRAINAGE PIPING SHALL BE CAST IRON UNLESS NOTED OTHERWISE.

33. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PIPE SIZES TO EACH PLUMBING FIXTURE.

34. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES.

35. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE MOUNTING HEIGHTS AND DETAILS.

36. INSTALL ALL HANDICAPPED ACCESSIBLE FIXTURES IN ACCORDANCE WITH ADA, UFAS AND ANSI REQUIREMENTS. RO

TWR

TW

A

CRWL

ORWL

IW

WV

WV

S

S

REVERSE OSMOSIS WATER

SHOWER HEAD - LOCATION

T&P RELIEF VALVE

ROOF DRAIN

FLOOR DRAIN

AIR OUTLET

TEMPERED WATER RETURN

TEMPERED WATER

GENERAL SERVICE COMPRESSED AIR

CONDENSATE DRAINRAIN WATER LEADER

OVERFLOW RAIN WATER LEADER

INDIRECT WASTE

WASTE & VENT COMBINATION BURIED

WASTE & VENT COMBINATION ABOVEGRADE

SOIL OR WASTE BURIED

SOIL OR WASTE ABOVE GRADE

HOT WATER RECIRCULATING

HOT WATER

POINT OF DEMOLITION CONNECTION

THICK, DASHED LINES INDICATE EXISTINGITEMS TO BE REMOVED

THIN, LIGHT LINES INDICATE EXISTING ITEMSOR RACEWAY TO REMAIN IN PLACE AND BEREUSED

THICK, DARK SOLID LINES INDICATE NEWOR RELOCATED ITEMS OR NEW RACEWAYAND WIRING

TRAP PRIMER

COLD WATER

GENERAL SYMBOLS

PLUMBING SYMBOLS

VENT

EMERGENCY EYEWASH / DELUGE SHOWER

SUB LETTERS "EX" INDICATES EXISTINGEQUIPMENT TO REMAIN INTACT

SUB LETTER "RX" INDICATES EXISTINGEQUIPMENT TO BE REMOVED

EX

RX

A

TP

POINT OF NEW TO EXISTING CONNECTION

NOTE: NOT ALL SYMBOLS MAY BE USED.

ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

EX EXISTING TO REMAIN

DEFINITION

RX REMOVE EXISTING

CW DOMESTIC COLD WATER

HW DOMESTIC HOT WATER

HWR DOMESTIC HOT WATER RETURN

TW TEPID WATER (85 DEGREES F.)

V SANITARY VENT

A COMPRESSED AIR

AFF ABOVE FINISHED FLOOR

W/ WITH

MTD MOUNTED

ELECTRIC WATER COOLEREWC

CONDENSATE DISCHARGECD

FLOOR CLEANOUTFCO

TYPICALTYP

EQUIPMENTEQUIP

MECHANICALMECH

GAUGEGA

PLUMBING FIXTURE SCHEDULE

ROUGH-IN CONNECTIONEQUIPMENTDESIG.

C.W. H.W. TW SAN VENTREMARKS

WALL MOUNTED SINK - -1/2"P1

EMERGENCY EYE/ FACE WASHP2

1/2"

MANUFACTURER MODEL

FIXTURE

MANUFACTURER MODEL

FAUCET/ FLUSH VALVE

GPM GPFTEMPERING DEVICE (WTD-)

NOTES

- ADVANCE TABCO 19-18-40-ADA CHICAGO 631-L9ABCP 2.2 - - 1,2,3 ADA ACCESSIBLE

NOTES:

1. ADA ACCESSIBLE FIXTURE.2. PROVIDE WITH SOLIDS INTERCEPTOR, WADE MODEL 5740. CONTRACTOR SHALL INSTALL SOLIDS INTERCEPTOR SO AS THERE IS MORE THAN THE MANUFACTURERS MINIMUM RECOMMENDATIONS FOR SCREEN REMOVALCLEARANCES.3. WALL MOUNTED, 16 GA., TYPE 304 STAINLESS STEEL, 1-5/8" TUBLAR STAINLESS STEEL WALL BRACKETS, STAINLESS STEEL GUSSETS. PROVIDE WITH SINGLE FAUCET, K-6 - 3-1/2" REAR BASKET DRAIN.4. EYE/ FACE WASH SHALL BE INSTALLED ABOVE THE FINISHED FLOOR TO BE ADA HEIGHT (FF TO TOP OF SPRAY HEAD - 34"). EXTEND TEPID WATER (85 DEGREES F.) FROM WTD-1 INSIDE SURFACE MOUNTED CABINET TO EMERGENCY EYE/

FACE WASH. ALL PIPING SHALL BE INSULATED AND SECURED TO THE WALL.. EMERGENCY EYE/ FACE WASH WASTE SHALL DISCHARGE DIRECTLY ONTO FINISHED FLOOR.

1/2" 1/2" 1/2" - - BRADLEY S-19-220DC - - - - WTD-1 1,4 ADA ACCESSIBLE

WATER TEMPERING DEVICES:

WATER TEMPERING DEVICE #1 (WTD-1)(EMERGENCY EYE/ FACE WASH)SYSTEM: TEMPER 120 DEGREES F. TO 80 DEGREES F., TEPID WATER FOR EMERGENCY EYE/ FACE WASH. ASSE 1071 RATED.MANUFACTURER: POWERS MODEL ES-150ADQ

EQUIPMENT/ CAPACITIES

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

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PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

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CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

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P-000

PLUMBING GENERALNOTES, SYMBOLS,ABBREVIATIONS ANDSCHEDULES

1918

Author

XXX

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

MARK DATE DESCRIPTION

PF

28 29 31

F

E

D

C

B

A.9

WOOD SHOP

3014b

PROJECT

CUBBIES

3105

DUST

COLLECTOR

3014a

CORR.

3101

CORR.

3101

1

2

3EX 1-1/2"

EX 3/4"

EX 1-1/2" V UP

EX AIR COMPRESSOR

EX 1"

CA

CW

HW

RH

W

CA

V CA

CA

CW

EX 1-1/4"EX 1"

14

14

1111

11

11

EX 1"

EX 1"

FSVFSV

CA

7

EX 3/4"

CW

HW

RH

W

FCO

FCO

FCO

EX WCO

EX WCO

SHOP

3108

DRAFTING

CLASSROOM

3115

12

12

13

13

1515

EX 1"

EX 3/4"

28 29 31

F

E

D

C

B

A.9

PROJECT

CUBBIES

3105

WOOD SHOP

3014b

DUST

COLLECTOR

3014a

CORR.

3101

EX 1-1/2"

EX 3/4"

1/2"

1/2"

EX 1-1/2" V UP

EX AIR COMPRESSOR

EX 1"

CA

CW

HW

RH

W

CA

V CA

CA

CW

5

4

6

7

8

9

9

3/4"

3/4"

10

11

11

11

11

EX 1"

EX 1"

FSVFSV

CA

EX 3/4"

CW

HW

RH

W

FCO

FCO

FCO

EX WCO

EX WCO

SHOP

3108

DRAFTING

CLASSROOM

3115

CORR.

3101

12

12

13

13

EX 1"

EX 3/4"

17

16

RX COMPRESSED AIR PIPING, FITTINGS AND VALVE AND CAP PIPE. PATCH TO MATCH.

RX SINK, FAUCET, DRAIN, P-TRAP AND RISERS. TEMPORARY CAP FOR FUTURE CONNECTION.

RX EMERGENCY STATION. REMOVE ASSOCIATED CW PIPING BACK TO WALL AND CAP PIPE. RX SANITARY PIPING AND P-TRAP. PATCH TO MATCH.

FURNISH AND INSTALL WALL MOUNTED EMERGENCY EYE/ FACE WASH.

FURNISH AND INSTALL, EMERGENCY EYE/ FACE WASH TEMPERING VALVE IN WALL MOUNTED CABINET. INSTALL TOP OF UNIT 12 INCHES BELOW CEILING. CONNECT TO EXISTING ABOVE CORRIDOR CEILING.

FURNISH AND INSTALL NEW WALL MOUNTED SINK. CONNECT TO EX HW, CW, SAN AND VENT IN THIS AREA.

RX WALL MOUNTED EWC. CAP REMAINING PIPES. PATCH TO MATCH.

EXTEND 1/2" TEPID WATER FROM EMERGENCY TEMPERING VALVE TO THE WALL MOUNTED EMERGENCY EYE/ FACE WASH. ALL NEW CW, HW AND TW PIPING SHALL BE INSULATED.

EXTEND NEW 3/4" COMPRESSED AIR PIPING OVER AND DN TO NEW FLOOR MOUNTED EQUIPMENT. COMPRESSED AIR PIPING SHALL TERMINATE, PER THE MANUFACTURERES RECOMMEND REQUIREMENTS, PIPE SIZE, FITTING AND VALVES. MAKE FINAL CONNECTION TO DESIGNATED EQUIPMENT. SECURE PIPE TO FLOOR. PROVIDE UNI-STRUT. PROVIDE ISOLATION VALVE AND PRESSURE REGULATOR.

FURNISH AND INSTALL CAST IRON, 2" STANDPIPE W/ BWV AND AIR GAP FITTING FOR CONDENSATE WASTE DISCHARGE. REFER TO PLUMBING DETAIL AND MECAHINCAL DRAWINGS FOR ADDITIONAL INFORMATION. 2" STANDPIPE TRAPPED DISCHARGE SHALL CONNECT TO THE AVIALABLE SANITARY PIPE STUB, STICKING OUT FROM WALL (FROM THE REMOVAL OF THE EMERGENCY STATION).

EX AIR COMPRESSOR PIPING, VALVES AND FITTINGS TO REMAIN.

EX SW PIPING UP TO EX ROOF DRAIN.

EX SW PIPING DN.

RX COMPRESSED AIR (CA) PIPING AND ALL ASSOCIATED VALVES, FITTINGS AND ACCESSORIES.

RX 3/4" CA PIPING BACK TO THIS LOCATION AND CAP PIPE.

RX CA HEADER & MULTIPLE VALVES. PROVIDE NEW VALVE AND AIR PRESSURE REGULATOR. TERMINATE VALVE @ 4'-0" A.F.F.

RX CW DROP & HOSE CONNECTIONS. PROVIDE NEW VALVE BELOW CEILING AND CAP.

DRAWING# P-101 DRAWING NOTES

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

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P-101

FIRST FLOOR PARTPLUMBING PLANS

1918

Author

XXX

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"P-101

1 FIRST FLOOR - PART PLUMBING DEMO1/8" = 1'-0"P-101

2 FIRST FLOOR - PART PLUMBING

MARK DATE DESCRIPTION

16

NOTE:FOR INTERIOR FRAME PARTITIONS-PIPE SLEEVES MAY BE FABRICATED FROM GALVANIZED SHEET METAL; ROUND TUBE CLOSED WITH SNAPLOCK JOINT, WELDED SPIRAL SEAMS, OR WELDED LONGITUDINAL JOINT. FABRICATE FROM THE FOLLOWING GAUGES: 3" AND SMALLER, 20 GAUGE; 4" TO 6", 16 GAUGE; OVER 6", 14 GAUGE.

TERMINATE SLEEVE FLUSH WITH FINISHEDWALL SURFACES

SCHEDULE 40 GALVANIZED STEEL PIPESLEEVE OF SIZE TO PASS PIPE ANDINSULATION; REMOVE BURRS

FINISHED ESCUTCHEON PLATE FLUSHAGAINST WALL AND OF SIZE TOCOMPLETELY COVER OPENING

FINISHED WALL SURFACE

CONCEALED PIPING

PIPE AND INSULATION TO BE CENTERED INSLEEVE - DO NOT SUPPORT PIPE FROMSLEEVE

SEAL SLEEVES THRU FIRE/SMOKE WALLSAND FLOOR IN A SMOKE TIGHT MANNERWITH AN APPROVED FIRE STOP CAULK.SLEEVES THROUGH RATED ASSEMBLIESSHALL BE CONSTRUCTED & SEALED PER ALISTED ASSEMBLY

PIPING EXPOSED TO VIEW

SECURE TO STRUCTUREABOVE

ALL THREAD ROD (TYP)

HEAVY DUTY CLEVISHANGER (TYP)

HANGER ROD (TYP)

PIPE

CLEVIS HANGERWITHOUT INSULATION

CLEVIS HANGERWITH INSULATION

STRUCTURAL JOIST/BEAM (TYP)

16 GA. SHEET METAL SADDLE12" LONG

BLOCK SUPPORT WHEREREQUIRED TO ELIMINATEINSULATION DAMAGE

VAPOR BARRIER INSULATION

SUPPORT ADJUSTMENTNUT (TYP)

LOCKING NUT (TYP)

THERMOSTATIC MIXING VALVE

CW

HW

COLD WATER INLET

HOT WATERINLET

TW

85 DEGREE TEPID WATER TOEMERGENCY FIXTURE

TEMPERATURE GAUGE

UNION (TYP)

BALL VALVE (TYP)

NOTE:

VALVE AND PIPING TO BE LOCATED INSIDE AN ASSOCIATED STAINLESS STEEL CABINET.1.

STAINLESS STEEL CABINET

AVOID DIRECT INSTALLATION TOPREVENT FOREIGN MATERIAL FROMENTERING DIRECTLY INTO PRIMER.

SERVICEVALVE

TRAP PRIMER VALVE PRECISION MODEL '500',INSTALL PER MANUFACTURERRECOMMENDATIONS. INSTALL TRAP PRIMERVALVE ONE FOOT ABOVE FINISH FLOOR FOREVERY 20 FEET OF PRIMER LINE.

1/2"

CW

TO CONDENSATE DRAIN (SEEFLOOR PLAN FOR SIZE)

SMITH '3951'FIXED AIR GAP

VENT STACK

2"TRAP w/ TRAP PRIMERCONNECTION SMITH '9200'

INSTALL CLOSE TO CEILING, TIGHT TO WALL

FINISHED FLOOR

AIR HOSE BY OWNER

QUICK COUPLERBY OWNER

AIR MAIN

BALL AIR VALVE JENKINS NO. 370 200 PSIG WOG

AIR LINE FITTING BY OWNER

3/4" GALVANIZED DROP

BOTTOM OF STEEL

PROVIDE AIR PRESSURE REGULATORAT EACH DROP

OWNER

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CHK'D BY:

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New Haven, CT 06511www.cwarchitectsllc.com

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P-401

PLUMBING DETAILS

1918

Author

Checker

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

NONEP-401

1 TYPICAL PIPE SLEEVE THROUGH INTERNAL WALL DETAIL

NONEP-401

2 TYPICAL PIPE SUPPORT DETAILNONEP-401

3 EMERGENCY WATER MIXING VALVE DETAIL

NOT TO SCALEP-401

4 TRAP PRIMER DETAIL

NONEP-401

5 TYPICAL COMPRESSED AIR LINE DROP DETAIL

MARK DATE DESCRIPTION

DIFFUSER AND REGISTER SCHEDULE

TITUS CEILING MOUNTED SUPPLY DIFFUSER MODEL 'TDCA'. ROUND NECK. 18x18 CORE DIMINSIONS. 24x24 MODULE SIZE. STEEL CONSTRUCTION. BORDER TYPE 3 (LAY-IN)

A

TYPE DESCRIPTION

TITUS DUCT MOUNTED SUPPLY DIFFUSER MODEL '300RL'. STEEL CONSTRUCTION. BORDER TYPE 1 (SURFACE MOUNT).

A1

TITUS CEILING MOUNTED RETURN DIFFUSER MODEL '350RL'. STEEL CONSTRUCTION. BORDER TYPE 3 (LAY-IN)B

B1

GENERAL NOTES:

- SHEET METAL CONTRACTOR SHALL PROVIDE VOLUME DAMPER IN ALL BRANCHES TODIFFUSERS AND GRILLES FOR PROPER SYSTEM BALANCE.

- ALL SUPPLY AIR DIFFUSERS TO HAVE 4-WAY DISCHARGE PATTERN UNLESS SHOWED OTHERWISE ON CONTRACT DRAWINGS.

- REFER TO DRAWINGS FOR GRILLES/DIFFUSERS LOCATIONS AND SIZES. CONTRACTOR TO VERIFY COMPATIBILITY WITH CEILING SPECIFIED UNDER ARCHITECTURAL DIVISION PRIOR TO GRILLE/DIFFUSER ORDERING.

- COLOR BY ARCHITECT.

TITUS DUCT MOUNTED RETURN DIFFUSER MODEL '50F'. ALUMINUM BORDER. 1/2"x1/2"x1/2" ALUMINUM CORE. BORDER TYPE 1 (SURFACE MOUNT)

1. POWER WIRING AND RACEWAY BY DIVISION 26. 2. DISCONNECTS AND STARTING RELAYS FURNISHED BY DIVISION 23.

NOTES: 3. CONDESER FANS SHALL BE QUIET TYPE.4. PROVIDE PHASE FAILURE AND THRU-THE-DOOR DISCONNECT SWITCH.5. PROVIDE TWO OUTLET GUIDES AND FRONT WIND BUFFLES.

A/AMP AMPEREACU AIR CONDITIONING UNIT(S)ACCU AIR COOLED CONDESING UNITAD ACCESS DOORAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAMB AMBIENTANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPD AIR PRESSURE DROP

BDD BACK DRAFT DAMPERBHP BRAKE HORSEPOWERBTUH BRITISH THERMAL UNITS/HOUR

CFM CUBIC FEET PER MINUTECLG CEILINGCO CLEANOUTCO2 CARBON DIOXIDECOND CONDENSERCP CONDENSATE PUMPCU FT CUBIC FEETCUH CABINET UNIT HEATERCW COLD WATER

DB DRY BULB TEMPERATUREdB DECIBELDEG or ° DEGREEDIA or Ø DIAMETERDN DOWNDP DIFFERENTIAL PRESSUREDX DIRECT EXPANSION

EA EXHAUST AIREAT ENTERING AIR TEMPERATUREEFF EFFICIENCYESP EXTERNAL STATIC PRESSUREEVAP EVAPORATOREXH EXHAUST

F FAHRENHEITFCU FAN COIL UNITFD FIRE DAMPERFOB FLAT ON BOTTOMFOT FLAT ON TOPFPM FEET PER MINUTEFPS FEET PER SECONDFT FOOT OR FEET

G GASGA GAUGEGPM GALLONS PER MINUTE

H HEIGHTH/C HEATING/COOLINGHC HEATING COILHP HORSEPOWERHR HOUR(S)HVAC HEATING, VENTILATION AND AIR CONDITIONINGHW HOT WATERHWR HOT WATER RETURNHWS HOT WATER SUPPLYHX HEAT EXCHANGERHZ FREQUENCY (CYCLES PER SECOND)

ID INSIDE DIAMETERIN INCHESIN WG INCHES OF WATER, GAUGE (PRESSURE)

KVA KILOVOLT AMPEREKW KILOWATT

L LENGTHLAT LEAVING AIR TEMPERATURELWT LEAVING WATER TEMPERATURE

MAX MAXIMUMMBH BTU PER HOUR (THOUSAND)MD MOTORIZED DAMPERMIN MINIMUM

N.C. NORMALLY CLOSEDN.O. NORMALLY OPENNTS NOT TO SCALE

OA OUTSIDE AIROD OUTSIDE DIAMETER

PD PRESSURE DROPPH PHASEPSI POUNDS PER SQUARE INCH

QTY QUANTITY

RA RETURN AIRRAF RETURN AIR FANREF REFRIGERANT PIPING (MULTIPLE PIPES)REG REGISTERRH RELATIVE HUMIDITYRHC REHEAT COILRM ROOM

SA SUPPLY AIRSHW SPACE HEATING WATER COILSP STATIC PRESSURESS STAINLESS STEELSTD STANDARD

T'STAT THERMOSTATTAG IDENTIFICATION OF EQUIPMENTTD TEMPERATURE DIFFERENCETEMP TEMPERATURETSP TOTAL STATIC PRESSURETYP TYPICAL

UH UNIT HEATER

V VOLTAGEVD VOLUME DAMPERVEL VELOCITYVFC VARIABLE FREQUENCY CONTROLLERVOL VOLUME

W WATTWB WET BULB TEMPERATUREWI WIDTHWTG WALL TRANSFER GRILLE

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

HVAC ABBREVIATIONS

HWR

HWS

MB

DD

VD

FD

REFRIGERANT SUCTION

POINT OF NEW TO EXISTING CONNECTION,INCLUDING TRANSITIONS

THICK, DASHED LINES INDICATE EXISTINGITEMS TO BE REMOVED

THIN, LIGHT LINES INDICATE EXISTING ITEMSOR RACEWAY TO REMAIN IN PLACE AND BEREUSED

THICK, DARK SOLID LINES INDICATE NEWOR RELOCATED ITEMS OR NEW RACEWAYAND WIRING

RECTANGULAR, FLAT OVAL OR ROUND AIR DUCT

AIR DUCT WITH 1" ACOUSTICAL LINING

FLEXIBLE DUCT CONNECTION

CEILING SUPPLY DIFFUSERS

CEILING RETURN / EXHAUST GRILLE

DIRECTION OF SUPPLY OR OUTDOORAIRFLOW

DIRECTION OF RETURN OR EXHAUSTAIRFLOW

LOW AIR LEAK BACK DRAFT DAMPER

VOLUME DAMPER

FIRE DAMPER

HOT WATER SUPPLY PIPING.

HOT WATER RETURN PIPING.

MOTORIZED DAMPER

ROOM THERMOSTAT OR TEMPERATURESENSOR

ROOM THERMOSTAT WITH CARBONDIOXIDE SENSOR

HUMIDISTAT

STRAINER OR STRAINER WITH BLOW-DOWN VALVE HOSE END, CAP AND CHAIN

PIPE TEE DOWN

PIPE ELBOW UP OR PIPE TEE UP

PIPE ELBOW DOWN

INSULATED PIPE CAP OR INSULATED CAPPED END OF PIPE

UNION

PUMP

TAKEOFF FROM TOP OF MAIN PIPE

TAKEOFF FROM BOTTOM OF MAIN PIPE

DIRECTION OF FLUID FLOW

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

BALL VALVE

SHUT-OFF VALVE (SEE SPECIFICATIONSFOR APPLICATION TYPE)

BUTTERFLY VALVE

CHECK VALVE

SOLENOID VALVE

RECTANGULAR DUCT

ROUND DUCT

20x12

20Ø

REFRIGERANT LIQUID

T

H

T/C

FITTINGS AND VALVES

HVAC SYMBOLS

GENERAL SYMBOLS

DUCT SIZING

FLAT OVAL DUCT20/12

SUB LETTERS "EX" INDICATES EXISTINGEQUIPMENT TO REMAIN INTACT

SUB LETTER "RE" INDICATES EXISTINGEQUIPMENT TO BE DISCONNECTED ANDREMOVED

SUB LETTER "RL" INDICATES EXISTINGEQUIPMENT TO BE DISCONNECTED,REMOVED AND RELOCATED

SUB LETTER "NL" INDICATES NEWLOCATION OF RELOCATED EQUIPMENT

SUB LETTER "NR" INDICATES NEWEQUIPMENT TO REPLACE EXISTING

SUB LETTER "RR" INDICATES REMOVEEQUIPMENT AND REPLACE ON NEWSURFACE

EX

RE

RL

NL

NR

RR

POINT OF DEMOLITION

T/R/CROOM THERMOSTAT WITH CARBONDIOXIDE SENSOR AND RELATIVE HUMIDITY SENSOR

RL

RS

NOTE: NOT ALL SYMBOLS/ABBREVIATIONS MAY BE USED.

NOTE: NOT ALL SYMBOLS/ABBREVIATIONS MAY BE USED.

MECHANICAL - CONTROL - GENERAL NOTES:

ALL ELECTRIC WIRING, CONNECTIONS, DEVICES, RACEWAY AND HARDWARE REQUIRED FOR THE INSTALLATION OF THE TEMPERATURE CONTROL SYSTEM AS SPECIFIED AND SHOWN ON THE DRAWINGS SHALL BE PROVIDED BY THE TEMPERATURE CONTROLS CONTRACTOR (TCC).

ALL CONTROL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTROL SYSTEM MANUFACTURER'S REQUIREMENTS AND CURRENT CODE.

ALL LOW VOLTAGE CONTROL WIRING SHALL BE PLENUM RATED CABLE OF TYPES AND SIZES REQUIRED BY THE CONTROL SYSTEM MANUFACTURER.

PROVIDE MINIMUM OF 3/4" EMT CONDUIT FOR ALL WIRING EXPOSED TO VIEW AND FOR WIRING DROPS AND RUNS WITHIN NEW WALLS.ALL CONDUITS SHALL TERMINATE WITH JUNCTION BOXES OR OUTLET BOXES. PROVIDE BUSHINGS FOR ALL WIRING ENTERIES INTO THE CONDUIT SYSTEM.

ALL TEMPERATURE CONTROL WIRING SHALL BE NEATLY INSTALLED WITH CABLE RUNS INSTALLED PARALLEL TO OR AT RIGHT ANGLES TO THE LINES OF THE BUILDING. ALL WIRING IN NORMALLY OCCUPIED AREAS OF THE BUILDING SHALL BE CONCEALED FROM VIEW. OPEN CABLE RUNS ABOVE CEILINGS SHALL BE BUNDLE TIED WITH PLASTIC CABLE TIES AND SHALL BE SUPPORTED FREE FROM THE CEILING AND MECHANICAL/ELECTRICAL EQUIPMENT USING APPROVED CABLE HANGERS AND CABLE CLIPS.

THE TEMPERATURE CONTROL CONTRACTOR SHALL COORDINATE POWER SUPPLY REQUIREMENTS OF THE CONTROL SYSTEM WITH DIVISION 26.

ALL CONTROLS DEVICES AND ELECTRONICS SHALL BE INSTALLED WITHIN A NEMA-1 ENCLOSURE LOCATED WITHIN PROXIMITY TO THE EQUIPMENT SERVED.

1.

2.

3.

4.

5.

6.

7.

MECHANICAL - DEMOLITION - GENERAL NOTES:

PRIOR TO SUBMITTING BID, VISIT THE SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK TO BE PERFORMED. NO COMPENSATION WILL BE GRANTED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVERS. INCLUDE IN THE BID ALL DEMOLITION WORK REQUIRED.

THE DEMOLITION DRAWINGS ARE INTENDED ONLY TO DEFINE THE GENERAL SCOPE OF DEMOLITION WORK AND TO ASSIST THE CONTRACTOR DURING BIDDING. THE DEMOLITION DRAWINGS MAY NOT SHOW EVERY ITEM WHICH MUST BE DISCONNECTED, REMOVED, OR RELOCATED IN ORDER TO FACILITATE NEW WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED WHETHER OR NOT SHOWN ON THE PLANS.

REMOVE ALL EXISTING MECHANICAL WORK AS NECESSARY FOR THE PERFORMANCE OF THE WORK OF THIS CONTRACT.

REMOVE ALL DEMOLITION MATERIAL FROM THE JOB SITE NOT RETAINED BY THE OWNER.

ANY EQUIPMENT REMOVED DURING DEMOLITION WORK MAY BE RETAINED BY THE OWNER AT HIS OPTION. ANY SUCH MATERIAL SHALL BE STORED IN THE BUILDING AT A LOCATION DESIGNATED BY THE OWNER. REMOVAL OF SUCH MATERIAL FROM THE JOB SITE SHALL BE THE OWNER'S RESPONSIBILITY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITY LINES INCLUDING ELECTRICAL, SEWER, WATER, GAS, ETC. THE DRAWINGS SHOW DIAGRAMMATICALLY THE APPROXIMATE LOCATION OF UTILITIES WHERE INFORMATION IS AVAILABLE, BUT THE DRAWINGS ARE NOT EXACT AS TO THE QUANTITY, EXTENT OR LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING ALL PHASES OF THE WORK TO LOCATE, IDENTIFY, AND PROTECT EXISTING UTILITIES. THE CONTRACTOR SHALL RECORD LOCATION OF AND REPAIR DAMAGE TO EXISTING UTILITIES WHICH ARE ENCOUNTERED AS A RESULT OF WORK UNDER THIS CONTRACT.

COORDINATE ALL SHUTDOWNS OF EXISTING HVAC SYSTEMS WITH THE OWNER.

KEY NOTES DESCRIBE IN GENERAL THE SCOPE OF EQUIPMENT REMOVED. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH NEW WORK PLANS PRIOR TO REMOVING THE ITEM.

CONTRACTOR SHALL MEASURE AND RECORD EXISTING AIR FLOWS AND HOT WATER FLOWS PRIOR TO PERFORMING AND DEMOLITION WORK.

1.

2.

3.

4.

5.

6.

7.

8.

9.

MECHANICAL - DUCTWORK - GENERAL NOTES:

INSTALL UNITS WITH CLEARANCE FOR SERVICE.

SHOWN DUCT SIZES ARE CLEAR INSIDE DIMENSION, UNLESS OTHERWISE NOTED.

PROVIDE FIRE DAMPERS AS SHOWN ON CONSTRUCTION DRAWINGS.

DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL INTENT OF WORK, NOT EXACT EQUIPMENT LOCATION. ALL CONTRACTORS MUST COORDINATE EQUIPMENT LOCATIONS WITH OTHER TRADES BEFORE WORK BEGINS. DUCT PENETRATIONS AND DUCTWORK LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL PLANS.

THE SUPPLY, RETURN AND EXHAUST AIR SYSTEMS SHALL BE PURGED TO ENSURE ALL FOREIGN PARTICLES ARE REMOVED PRIOR TO THE FINAL CONNECTION TO AIR TERMINAL DEVICES. PROVIDE REPORT FOR THE RECORD.

THE LOCATION OF ALL DIFFUSERS, REGISTERS AND GRILLES SHALL BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLANS.

ALL MATERIALS ABOVE CEILING SHALL BE PLENUM RATED.

HVAC EQUIPMENT AND DUCTS SHALL NOT BE USED FOR TEMPORARY HEATING, COOLING OR VENTILATION.

ALL SUSPENDED EQUIPMENT SHALL BE LOCATED 24" MAX. ABOVE CEILING, TO ALLOW EASY ACCESS.

REFER TO SPECIFICATION FOR THROUGH PENETRATION FIRE STOP SYSTEMS FOR SEALING PENETRATIONS THROUGH FIRE RATED CONSTRUCTION REQUIREMENTS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

MECHANICAL - REFRIGERANT PIPING - GENERAL NOTES:

REFER TO SPECIFICATION FOR THROUGH PENETRATION FIRE STOP SYSTEMS FOR SEALING PENETRATIONS THROUGH FIRE RATED CONSTRUCTION REQUIREMENTS.

REFRIGERANT PIPING SHALL BE DEOXIDIZED PHOSPHOROUS SEAMLESS COPPER PIPE OR EQUIVALENT.

BOTH GAS AND LIQUID PIPING MUST BE INSULATED WITH GLASS FIBER OR HEAT RESISTANCE POLYETHYLENE FOAM, 1/2 INCH OR MORE, MIN. 250°F HEAT RESISTANCE FOR THE GAS PIPE AND MIN. 160°F HEAT RESISTANCE FOR THE LIQUID PIPE.

MAKE SURE THAT THE HEADER IS LAID IN A HORIZONTAL PLAN.

BRANCH PIPES SHALL BE INSULATED IN ACCORDANCE WITH THE INSTRUCTIONS OF THE MANUFACTURER.

THE LENGTH OF A STRAIGHT PIPE BEFORE THE MAIN PIPE PORT OF THE BRANCH BOX CANNOT BE LESS THAN 3 FEET.

THE LENGTH OF A STRAIGHT PIPE BETWEEN THE BRANCH OF THE BRANCH BOX AND THE INDOOR UNIT CANNOT BE LESS THAN 3 FEET.

THE LENGTH OF A STRAIGHT PIPE BETWEEN THE BRANCH BOX AND AN UPWARD OR DOWNWARD ELBOW FITTING CANNOT BE LESS THAN 3 FEET.

THE LIQUID PIPE AND GAS PIPE SHALL HAVE THE SAME LENGTH AND BE LAID IN THE SAME ROUTE.

THE CONDENSATE PIPE CANNOT BE TIED WITH THE REFRIGERANT PIPE.

DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL INTENT OF WORK. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES BEFORE WORK BEGINS.

THERE SHALL BE NO EXPOSED PIPING. PIPES SHALL RUN CONCEALED ABOVE CEILING OR IN WALLS. WHERE NOT POSSIBLE, THE CONTRACTOR SHALL PROVIDE PIPE CHASES. ON EXTERIOR WALLS, PIPES SHALL RUN ON WARM SIDE OF THE INSULATION AND HAVE 2" INSULATION.

REFER TO SPECIFICATION FOR THROUGH PENETRATION FIRE STOP SYSTEMS FOR SEALING PENETRATIONS THROUGH FIRE RATED CONSTRUCTION REQUIREMENTS.

CONTRACTOR SHALL PROVIDE REFRIGERANT PIPING LAYOUT WITH PIPE SIZES FOR ALL THE REFRIGERANT SYSTEMS, CONFIRMED BY THE MANUFACTURER PRIOR TO INSTALLATION.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

MECHANICAL - CONDENSATE DRAIN - GENERAL NOTES:

ALL CONDENSATE DRAIN PIPING ARE 1" SIZE.

DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL INTENT OF WORK, NOT EXACT EQUIPMENT LOCATIONS. CONTRACTOR MUST COORDINATE EQUIPMENT LOCATION BEFORE PROCEEDING WITH ANY WORK.

FIRE STOP AROUND PIPES PENETRATING FIRE RATED PARTITIONS. USE HILTI FIRE BARRIER PRODUCTS AS RECOMMENDED BY THE MANUFACTURER.

ALL CONDENSING DRAIN SHALL HAVE A PITCH OF 1/8"PER Ft UNLESS NOTED OTHERWISE.

CONDENSATE PIPING SHALL BE COPPER. PIPE SHALL BE INSULATED.

THIS CONTRACTOR SHALL PROVIDE CLEANOUTS WITH COVER (ACCESS DOORS) ON CHANGE OF DIRECTION, AND AS REQUIRED PER THE ADOPTED PLUMBING CODE.

A VISIT TO THE SITE AND EXAMINATION OF THE OTHER MECHANICAL TRADES SHOWING ALL DETAILS OF CONSTRUCTION IS A REQUIREMENT BEFORE SUBMITTING A PROPOSAL.

THE CONTRACTOR SHALL VISIT THE JOB SITE TO VERIFY ALL DIMENSIONS AND JOB CONDITIONS.

CERTAIN ITEMS SUCH AS ACCESS DOORS, CLEANOUTS, RISE & DROPS IN PIPING, ETC., ARE INDICATED ON THE DRAWINGS FOR CLARITY OR FOR A SPECIFIC LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE EXTENT OF THE REQUIREMENTS FOR THESE ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THESE ITEMS AS REQUIRED, PER THE PLUMBING CODE IN FORCE.

THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ALL OFFSETS, FITTINGS, TRANSITIONS, CLEANOUTS, VALVES AND ACCESSORIES ARE NOT NECESSARILY SHOWN.

IT IS THE INTENT THAT ALL WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT THE MATERIAL OR WORK SPECIFICALLY NOT INDICATED ON THE DRAWINGS, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE PROVIDED.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

NOTES:

1. UNIT MANUFACTURER SHALL PROVIDE REMOTE CONTROLLER WITH WALL MOUNTING HOLDER FOR INDOOR UNIT.2. POWER WIRING AND RACEWAY BY DIVISION 26.3. DISCONNECTS AND STARTING RELAYS FURNISHED BY DIVISION 23.4. REFER TO DIVISION 23 SPECIFICATION FOR ADDITIONAL REQUIREMENTS.5. UNITS USING CFC BASED REFRIGERANTS WILL NOT BE ACCEPTABLE.

6. PROVIDE WITH BUILT-IN CONDENSATE LIFT MECHANISM.7. PRVIDE WITH HIGH EFFICENCY FILTER.

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

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CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

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H-000

MECHANICAL GENERALNOTES, SYMBOLS,ABBREVIATIONS ANDSCHEDULES

1918

Author

XXX

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

AIR COOLED CONDENSING UNIT SCHEDULE (ADD ALTERNATE)

WT MANUF. MODEL COOLING MBH HEATING MBH REFRIGERNAT TYPEDESIGN HEATING OUTDOOR

TEMP. [°F]DESIGN COOLING

OUTDOOR TEMP [°F]COMPRESSOR

TYPE/QTY.EER MCA VOLTAGE PH HZ REMARKS

ACCU-1 MITSUBISHI PUMY-P60NKMU2 59.61 36.87 R410A 2.2 88.0 SCROLL/1 13.3 36 A 208 1 60REFER TO

NOTES

DUCTLESS AIR CONDITIONER UNIT SCHEDULE (ADD ALTERNATE)

UNIT No. AREA SERVED MANUF. MODEL TYPECOOLING

[MBH]HEATING

[MBH]CFM HI PRESSURE LEVEL HI [dB] VOLTS PHASE MCA REF. TYPE REMARKS

ACU-1 SHOP 3108 MITSUBISHI PLFY-EP48NEMU-E CASSETTE 45.9 24.6 1236 45 208 1 1.27 R410A REFER TO NOTES

ACU-2DRAFTING CLASSROOM

3115MITSUBISHI PLFY-EP24NEMU-E CASSETTE 23 12.3 812 34 208 1 54.00 R410A REFER TO NOTES

MARK DATE DESCRIPTION

FD

FD FD

PF

FD FD

REMOVE EXISTING SUPPLY AIR DIFFUSER AND ASSOCIATED FLEXIBLE DUCT. CLEAN SUPPLY AIR DUCTWORK IN CONTRACT AREA.

REMOVE EXISTING RETURN AIR REGISTER

REMOVE AND REPLACE IN KIND EXISTING RETURN AIR REGISTER. CLEAN RETURN AIR DUCTWORK IN CONTRACT AREA

REMOVE AND REPLACE IN KIND EXISTING TRANSITION AIR REGISTER.

REMOVE AND REPLACE IN KIND EXISTING SUPPLY AIR DIFFUSER. CLEAN SUPPLY AIR DUCTWORK.

EXISTING HOT WATER PIPING TO REMAIN, CLEAN THE STRAINER, REMOVE EXISTING INSULATION AND PROVIDE NEW INSULATION AND PVC JACKETING. EXISTING HOT WATER COIL TO REMAIN. CLEAN AND DISINFECT HOT WATER COIL:a. REMOVE LARGE DEBRIS FROM THE COIL AND STRAIGHTEN FINS.b. SPRAY THE ENTIRE COIL WITH ENVORMENTALLY COMPATIBLE SOLVENT.c. CLEAN THE COIL WITH WATER, WATER LEAVING THE COIL SHALL BE FREE OF PARTICLESd. RINSE COIL THOROUGHLY AFTER CLEANING.e. STRAIGHTEN COIL FINS.

EXISTING HOT WATER PIPING ASSOCIATED WITH THE EXISTING UNIT HEATER TO REMAIN, CLEAN THE STRAINER, REMOVE EXISTING INSULATION AND PROVIDE NEW INSULATION AND PVC JACKETING.EXISTING UNIT HEATER TO REMAIN. PROVIDE THE FOLLOWING SCOPE OF WORK FOR EXISTING UNIT HEATER:1. CLEAN AND DISINFECT HOT WATER COIL OF THE UNIT HEATER:

A. REMOVE LARGE DEBRIS FROM THE COIL AND STRAIGHTEN FINS.B. SPRAY THE ENTIRE COIL WITH ENVORMENTALLY COMPATIBLE SOLVENT.C. CLEAN THE COIL WITH WATER, WATER LEAVING THE COIL SHALL BE FREE OF

PARTICLESD. RINSE COIL THOROUGHLY AFTER CLEANING.E. STRAIGHTEN COIL FINS.

2. INSPECT AND SERVICE THE MOTOR/FAN ASSEMBLIES TO MAINTAIN EFFICIENT AIR FLOW, INSPECT AND CLEAN THE FAN BLADES AND GUARD.

3. CHECK LUBRICATION INSTRUCTION ON THE MOTOR AND APPLY ACCORDINGLY. 4. CHECK AND TEST THE OPERATIONAL FUNCTIONS OF ALL SAFETY DEVICES SUPPLIED WITH

THE UNIT.

DRAWING# H111 KEYED NOTES

1

2

3

4

5

6

7

10

REMOVE RETURN DUCTWORK, SUPPORTS, HUNGERS, AND ALL ASSOCIATED ACCESSORIES. CAP AND SEAL REMAINING.

REMOVE TRANSFER DUCTWORK, REGISTERS, AND ALL ASSOCIATED ACCESSORIES.

REMOVE EXISTING UNIT HEATER EX-UH-2, REMOVE ALL HANGERS ASSOCIATED WITH THE UNIT. REMOVE EXISTING HOT WATER PIPING AND ACCESSORIES FROM THE EXISTING UNIT HEATER (EX-UH-2) BACK TO ABOVE CEILING. PROVIDE INSULATED HOT WATER PIPING CAPS. DISCONNECT CONTROL WIRING, REMOVE CONTROL WIRING ASSOCIATED WITH THE UNIT.

NOT USED

REBALANCE AIR AND WATER SYSTEM.

CLEAN TRANSFER AIR DUCTWORK, INSPECT, CLEAN AND SERVICE FIRE DAMPER, PROVIDE NEW GALVANIZED MESH SCREEN 1/2"x1/2".

REMOVE AND REPLACE IN KIND TEMPERATURE SENSOR MAKE CONTROL WIRING SAVE DURING CONSTRUCTION.

9

8

11

12

13

14

28 29 31

E

D

C

BA.9

PROJECT

CUBBIES

3105

CORR.

3101

1 1

1 1

2

3

3

3

3

4

5

5

5

5

5

6

6

RL-UH-2

EX-UH-1

EX-SHW-4

EX-SHW-3

10

7

8

9

DRAFTING

CLASSROOM

3115

SHOP

3108T

T 14

14

22x20

EXISTING TRANSFER AIR DUCT

28 29 31

E

D

C

BA.9

PROJECT

CUBBIES

3105

DUST

COLLECTOR

3014a

CORR.

3101

10x10

8ø 8ø

20x8

24x10

24x10

16x12

EX-SHW-4

EX-SHW-3

EX-UH-1

20x4

A1-255

20x4

A1-255

20x4

A1-255

20x4

A1-255

20x4

A1-255

22x14

B1-0

22x6

B1-450

22x6

B1-450

22x6

B1-450

A-155

A-1558ø

A-155

A-155

ACU-2

ACU-1

CO

CO

1" C DN, TO DISCHARGE INTO NEW STANDPIPE. REFER TO THE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

C

C

C

C

RL&S

RL&

SR

L&

S

RL&

S

RL&RS UP IN EXISTING CHASE TO ACCU-1 ON ROOF. CONTRACTOR SHALL FIELD VERIFY. SEAL/FIRE PROOF AT FLOOR PENETRATION.

12

12

12

12

22x20 13

14x14

B-625

SHOP

3108

DRAFTING

CLASSROOM

3115

T

T

TO EX-SHW-3

TO ACU-2

T

T

TO EX-SHW-4

TO ACU-1

ACU-1PLFY-EP48NEMU-E

ACU-2PLFY-EP24NEMU-E

RL&RS

ACCU-1PUMY-P60NKMU2-BS

NOTE:

THIS CONTRACTOR SHALL FIELD VEFIRY AND SUBMIT PIPING LAYOUT AND SIZING

RL&RS

RL&RS

28 29 31

E

D

C

BA.9

ACCU-1 CONTRACTOR SHALL FIELD VERIFY FOR THE EXACT LOCATION OF THE CONDENSING UNIT

PROVIDE PIPE SUPPORT MODEL 'PP10' BY 'PHP SYSTEM/DESIGN'

ACU-1PLFY-EP48NEMU-E

ACU-2PLFY-EP24NEMU-E

ACCU-1PUMY-P60NKMU2-BS

TB7L1 L2

TB3 G

TB5TB5

TB15 TB15 GG

L1 L2L1 L2

T °F

THERMOSTAT PAC-YT53CRAU-J

T °F

THERMOSTAT PAC-YT53CRAU-J

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

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CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

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H111

FIRST FLOOR ANDROOF HVAC PLAN

1918

Author

XXX

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"H111

1 FIRST FLOOR - HVAC DEMOLITION PLAN1/8" = 1'-0"H111

2 FIRST FLOOR - HVAC PLAN

1/2" = 1'-0"H111

4 VRV SYSTEM PIPING DIAGRAM (ADD ALTERNATE)

1/8" = 1'-0"H111

3 ROOF - HVAC PLAN

1/2" = 1'-0"H111

5 VRV SYSTEM CONTROL DIAGRAM (ADD ALTERNATE)

MARK DATE DESCRIPTION

RETURN RIGESTER

AIR FLOW

CA

P

DRAW BAND WITH SILICONE SEALER

SUPPLY DUCTCOLLAR

HAND DAMPER

MAX. 6'-0"FLEX DUCT

CEILING DIFFUSER

CEILING

FLEX DUCT SIZE SHALL

MATCH NECK SIZE

OPPOSED BLADEDAMPER

PIPE

SHEETMETAL SLEEVE(MIN. 22 GA.)

DRYWALLPARTITION

SHEETMETAL ANGLE RING(MIN. 22 GA.) SECURE TOSLEEVE.

INSULATION (WHEREREQUIRED)

METAL STUD

ESCUTCHEON PLATE ONPIPING IS EXPOSED.

CLEVIS HANGER

THERMO-12GOLD INSERT

MICRO-LOC

AP-T PLUS JACKET

METAL SHIELD

WOODEN BLOCKNOT RECOMMENDED FORTEMPERATURES OVER 450°F(232°C)

PIPING

STAINLESS STEEL DRAWBANDS

ROOF CURB CAP

ROOF FLASHING

BOOT

ROOF LINE

PREFABRICATED INSULATED12"HIGH ROOF CURB

NOTE:ROOF CURB TO BE PROVIDED BY MECHANICAL CONTRACTOR AND ALLFLASHING AND ROOFING TO BE PROVIDED BY ROOFING CONTRACTOR.

PROVIDE CONDENSINGUNIT. (TYP)BOLT CONDENSING UNITTO SEISMIC RAILS (TYP)

ROOF

BUILT-UP ROOF (TYP)

18" HIGH SEISMIC RAILS BY PATE COMPANY.SECURE TO STRUCTURE.

TYPICAL ROOFCURB SUPPORT

TYPICALINSULATION

PITCH

NOTES:

- ORIENT RAILS TO BE PERPENDICULAR TO THE ROOF STRUCTURAL FRAMING.- EXTEND RAILS TO BE SECURED TO ROOF FRAMING.- COORDINATE WITH EXISTING ROOF INSTALLER FOR ROOF WARRANTY.

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

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CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

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H-401

MECHANICAL DETAILS

1918

Author

XXX

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

NOT TO SCALEH-401

6 REGISTER CONNECTION DETAIL

NONEH-401

2 TYPICAL DIFFUSER CONNECTION DETAIL

NONEH-401

1 PIPE SLEEVE THROUGH WALL DETAIL

NONEH-401

5 TYPICAL CONDENSATE DRAIN PIPING INSULATION

NONEH-401

3 TYPICAL PIPING ROOF CURB DETAIL

NONEH-401

4 TYPICAL CONDENSING UNIT

MARK DATE DESCRIPTION

THICK, DASHED LINES INDICATE EXISTINGITEMS TO BE REMOVED

THIN, LIGHT LINES INDICATE EXISTING ITEMSOR RACEWAY TO REMAIN IN PLACE AND BEREUSED

THICK, DARK SOLID LINES INDICATE NEWOR RELOCATED ITEMS OR NEW RACEWAYAND WIRING

GENERAL SYMBOLS

SUB LETTERS "EX" INDICATES EXISTINGEQUIPMENT TO REMAIN INTACT

SUB LETTER "RE" INDICATES EXISTINGEQUIPMENT TO BE DISCONNECTED ANDREMOVED

SUB LETTER "RL" INDICATES EXISTINGEQUIPMENT TO BE DISCONNECTED,REMOVED AND RELOCATED

SUB LETTER "NL" INDICATES NEWLOCATION OF RELOCATED EQUIPMENT

SUB LETTER "NR" INDICATES NEWEQUIPMENT TO REPLACE EXISTING

SUB LETTER "RR" INDICATES REMOVEEQUIPMENT AND REPLACE ON NEWSURFACE

EX

RE

RL

NL

NR

RR

* = a, b, clg, AF, GF IG OR TP. WHEN TAGGED IN THE ELECTRICAL SYMBOL LIST, REFER TO THE ABBREVIATION LIST

*

3

ELECTRICAL SYMBOLS

SINGLE-POLE SWITCH, 48" AFF UNLESS NOTED OTHERWISE

3-WAY SWITCH, 48" AFF UNLESS NOTED OTHERWISE.

PANELBOARD

DISCONNECT SWITCH

MOTOR POWER CONNECTION, EQUIPMENT AS DESIGNATED

JUNCTION BOX

FIRE ALARM STROBE

J

DUPLEX RECEPTACLE, 18"AFF UNLESS NOTED DIFFERENTLY

DOUBLE DUPLEX RECEPTACLE, 18"AFF UNLESS NOTED DIFFERENTLY

BRANCH CIRCUIT HOMERUN IN CONDUIT, CROSS LINES INDICATE NUMBER OF CONDUCTORS

COMBINATION STARTER/DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

STARTER

BRANCH CIRCUIT WIRING, CROSS LINES INDICATE NUMBER OF CONDUCTORS

OCCUPANCY SENSOR SWITCH. 48" AFF UNLESS NOTED OTHERWISE, HUBBLE #IWSZP3P

SPECIAL EQUIPMENT POWER CONNECTION, EQUIPMENT AS DESIGNATED

DATA/VOICE OUTLET , 18" AFF UNLESS NOTED DIFFERENTLY.

ABBREVIATIONS

AMPACACUACCUAFFAICAVGAWG

AMPEREABOVE COUNTERAIR CONDITIONING UNIT(S)AIR COOLED CONDENSING UNITABOVE FINISHED FLOORAMPS INTERRUPTING CURRENTAVERAGEAMERICAN WIRE GAUGE

CC/BCATcdCKTCLGCONDCU

CONDUIT(S)CIRCUIT BREAKERCATEGORY ETHERNET CABLECANDELLACIRCUITCEILINGCONDENSERCONDENSING UNIT

DEGDIADNDWG

DEGREEDIAMETERDOWNDRAWING

EFELECemEMTEUHEX

EXHAUST FANELECTRICALINDICATES LIGHT FIXTURE ON EMERGENCY POWERELECTRICAL METALLIC TUBINGELECTRIC UNIT HEATEREXISTING

FT FOOT OR FEET

GFCI

GND

INDICATES DEVICE WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTERGROUND

HP HORSEPOWER

IDIN

INSIDE DIAMETERINCHES

JB JUNCTION BOX

KVAKW

KILOVOLT AMPEREKILOWATT

MCMDFMECHMFRMINMLO

MCLAD CABLEMAIN DISTRIBUTION FRAMEMECHANICALMANUFACTURERMINIMUMMAIN LUGS ONLY

NCNON/ANECNICNTS

NORMALLY CLOSEDNORMALLY OPENNOT APPLICABLENATIONAL ELECTRIC CODENOT IN CONTRACTNOT TO SCALE

OD OUTSIDE DIAMETER

PFØPNLPSIPVC

POWER FACTORPHASEPANELBOARDPOUNDS PER SQUARE INCHPOLYVINYL CHLORIDE

QTY QUANTITY

RGSRM

RIGID GALVANIZED STEEL CONDUITROOM

SQSSSTPSW

SQUARESTAINLESS STEELSHIELDED TWISTED PAIRSWITCH

TTEMPTSPTYP

TRANSFORMERTEMPERATURETWISTED SHIELDED PAIRTYPICAL

UHUL

UNIT HEATERUNDERWRITERS LABORATORY

VVACVDCVIF

VOLTSVOLT ALTERNATING CURRENTVOLTS DIRECT CURRENTVERIFY IN FIELD

WWPWTR

WATTSWEATHER PROOFWATER

4' L PENDANT MOUNTED LED LIGHT FIXTURE, TYPE AS DESIGNATED.

4' L PENDANT MOUNTED LED LIGHT FIXTURE WITH INTEGRAL EMERGENCY BATTERY PACK, FIXTURE TYPE AS DESIGNATED.

INTERCOMIC

SHORT THROW PROJECTOR

DATA OUTLET , 18" AFF UNLESS NOTED DIFFERENTLY.

EMERGENCY OFF SWITCH WITH COVER 48" AFF TO TOP OF DEVICE

OC OC OCCUPANCY SENSOR W / POWER PACK (CEILING / WALL)

WALL CLOCK WITH HANGER TYPE OUTLETC

WALL PHONE W

CR INDUSTRIAL DUTY CORD REEL WITH DUPLEX RECEPTACLE

EPO

TELEVISION CONTROL PANELTVC

STAINLESS STEEL COVER PLATE

EXISTING WIREMOLD

4' L SURFACE MOUNTED LED LIGHT FIXTURE, TYPE AS DESIGNATED.

4' L SURFACE MOUNTED LED LIGHT FIXTURE WITH EMERGENCY BATTERY PACK, FIXTURE TYPE AS DESIGNATED.

O3

TELEVISION OUTLETTV

WIREMOLD

WIRELESS ACCESS POINT (WALL MOUNTED)

WAP

#3 GANG STAMPED STEEL FLOOR BOX. # INDICATES NUMBER OF OUTLETS.

POWER POLE. WIREMOLD #30TC-212V

POWER AND DATA POLE. WIREMOLD #3OTP-4123S2

PP

P-D/P

OWNER

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COPYRIGHT

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PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

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E-000

ELECTRICAL GENERALNOTES, SYMBOLS, ANDABBREVIATIONS

1918

P.A.M.

KSP

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

MARK DATE DESCRIPTION

IC

S

C

3

3

OC

OC

3

3

3

S

CW

3J

J

J

J

J

J

3EQ10

J

OC

J

28 29 31

E

D

C

BA.9

PROJECT

CUBBIES

3105

DUST

COLLECTOR

3014a

CORR.

3101

ASP-1

EPO

EPO

EPOEX-UH-1

EX-UH-2

PLASMA

(2) S.S. COVER PLATES.

GFCIS.S. COVER PLATE.

1

1

1 TYP.

TYP.

12

3

3

21

4

2

2

1

1

2

5

5

5

5

5

6

6

7

8

8

89

9

22

11

11

13

14

10

1

1

1

15

15

15

15

158 8

16 16

17

17

17

18

19

20

CR

CR 23

23

23

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

PRIOR TO SUBMITTING BID, VISIT THE SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THATWILL AFFECT WORK TO BE PERFORMED. NO COMPENSATION WILL BE GRANTED FOR ADDITIONAL WORK CAUSEDBY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCEDOBSERVERS. INCLUDE IN THE BID ALL DEMOLITION WORK REQUIRED.

THE DEMOLITION DRAWINGS ARE INTENDED ONLY TO DEFINE THE GENERAL SCOPE OF DEMOLITION WORKAND TO ASSIST THE CONTRACTOR DURING BIDDING. THE DEMOLITION DRAWINGS MAY NOT SHOW EVERY ITEMWHICH MUST BE DISCONNECTED, REMOVED, OR RELOCATED IN ORDER TO FACILITATE NEW WORK. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED WHETHER OR NOT SHOWN ON THE PLANS.

DEMOLITION WORK SHALL BE COORDINATED WITH CONSTRUCTION PHASING SO THAT EXISTING PORTIONS OFTHE BUILDING REMAIN FULLY ACTIVE AND FUNCTIONAL UP UNTIL THE TIME SUCH AREAS ARE TURNED OVERTO THE CONTRACTOR FOR RENOVATION WORK.

COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER TO MINIMIZE INCONVENIENCE TO THE BUILDINGOCCUPANTS. ALL SERVICES AND SYSTEMS SHALL BE MAINTAINED IN OPERATION DURING THE REGULAR SCHOOLDAY. ALL LIFE SAFETY SYSTEMS SHALL BE MAINTAINED IN FULLY OPERATIONAL CONDITION UNTIL THE NEWSYSTEMS HAVE BEEN INSTALLED, TESTED, AND APPROVED.

REMOVE AND/OR RELOCATE ALL EXISTING ELECTRICAL WORK AS NECESSARY FOR COORDINATION WITH THE WORK OF OTHER TRADES.

MECHANICAL EQUIPMENT SHALL BE REMOVED UNDER OTHER DIVISIONS OF THIS CONTRACT. EQUIPMENTSHALL BE DISONNECTED UNDER THIS DIVISION.

EXISTING ELECTRICAL EQUIPMENT, WIRING, AND RACEWAYS SHALL NOT BE REUSED UNLESS SPECIFICALLYNOTED OTHERWISE.

REMOVE ALL DEMOLITION MATERIAL FROM THE JOB SITE UNLESS THE OWNER WANTS TO RETAIN ANYSUCH MATERIAL FOR HIS USE. MATERIAL REQUESTED BY THE OWNER FOR SALVAGE SHALL BE DELIVERED TOTHE OWNER'S DESIGNATED MATERIAL STORAGE AREA, ON SITE.

PROVIDE AND INSTALL BLANK STAINLESS STEEL COVER PLATES OVER ANY EXISTING FLUSH OUTLET BOXESWHICH ARE TO BE ABANDONED IN PLACE.

WHERE EXISTING WIRING TO REMAIN IS BURIED IN EXISTING WALLS OR CEILINGS NOT SCHEDULED FOR DEMOLITION, THE WIRING MAY BE DISCONNECTED, CUT BACK TO BELOW THE FINISHED SURFACE, AND LEFT IN PLACE. THE SURFACE OF THE EXISTING WALL OR CEILING SHALL THEN BE PATCHED AND REFINISHED TO MATCH THE ORIGINAL FINISH. WHERE EXISTING WIRING IS RUN BELOW FLOOR SLABS NOT SCHEDULED FOR DEMOLITION, THE WIRING SHALL BE DISCONNECTED AND REMOVED FROM IT'S RACEWAY. THE RACEWAY SHALL THEN BE CUT BACK TO BELOW THE FINISHED FLOOR SURFACE AND PLUGGED WITH CONCRETE. THE SURFACE OF THE EXISTING FLOOR SHALL THEN BE PATCHED AND REFINISHED TO MATCH THE ORIGINAL FINISH.

EXISTING LIGHT FIXTURES WHICH ARE FOUND TO CONTAIN PCB BALLASTS SHALL BE PROPERLY DISPOSEDOF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. REMOVAL AND DISPOSAL OF PCB BALLASTS SHALL BE HANDLED BY THE HAZARDOUS MATERIAL ABATEMENT TRADE CONTRACTOR.THE CONTRACTOR SHALL ASSUME THAT ALL LIGHTING BALLASTS CONTAIN POLYCHLORINATD BIPHENYLS (PCB'S)UNLESS THEY ARE CLEARLY LABELLED "NO PCB'S". THE CONTRACTOR SHALL COLLECT, PACKAGE, MANIFEST,AND TRANSPORT PCB BALLASTS TO A PERMITTED BALLAST RECYCLER IN ACCORDANCE WITH APPLICABLE OSHA,EPA, AND CONNECTICUT REGULATIONS. THE BALLAST RECYCLER SHALL RECYCLE, RECOVER, OR RECLAIM UNCONTAMINATED METAL BALLAST COMPONENTS. THE RECYCLER SHALL INCINERATE THE BALLAST CAPACITOR, ASPHALT POTTING MATERIAL, AND ANY COMPONENT CONTAINING 50 PARTS PER MILLION OR MORE PCB'SPURSUANT TO 40 CFR 761-70. THE CONTRACTOR SHALL PROVIDE TO THE OWNER THE WASTE MANIFESTS ANDA CERTIFICATE OF DESTRUCTION PURSUANT TO 40 CFR 761 SUBPART K.

EXISTING FLUORESCENT LAMPS SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERALREGULATIONS FOR MERCURY DISPOSAL. LAMPS SHALL BE PLACED IN APPROVED CONTAINERS AND SHALL BEREMOVED FROM THE SITE FOR PROPER DISPOSAL. THE DISPOSAL CONTRACTOR SHALL BE FULLY INSURED ANDSHALL ADHERE TO ALL FEDERAL, STATE AND LOCAL LAWS PERTAINING TO HANDLING AND DISPOSAL OFHAZARDOUS MATERIALS. THE REMOVAL SHALL BE HANDLED BY THE HAZARDOUS MATERIAL ABATEMENT TRADE CONTRACTOR.

DEMOLITION NOTES:

ELECTRICAL DEMOLITION WORK ITEM NOTES

EXISTING LIGHT FIXTURES, OCCUPANCY SENSORS, WALL SWITCHES AND ALL ASSOCIATED WIRING SHALL BE REMOVED. RETAIN EXISTING HOMERUN CIRCUIT FOR RECONNECTION TO NEW LIGHTS.

1

TAG ACTION

2

3EXISTING FIRE ALARM STROBE DEVICE TO REMAIN. PROTECT DEVICE AS NECESSARY DURING CONSTRUCTION.

4

EXISTING PANELBOARD SHALL REMAIN. CUT AND PATCH WALL AS REQUIRED FOR INSTALLATION OF NEW WIRING.

5

6

7

8

9

10

REMOVE EXISTING RECEPTACLE, CONDUIT, AND WIRING BACK TO THE NEXT ACTIVE DEVICE OR SOURCE PANEL.

EXISTING UNIT HEATER, DISCONNECT SWITCH, AND WIRING SHALL REMAIN.

EXISTING CEILING SPEAKER SHALL BE REMOVED AND REINSTALL AS REQUIRED. RETAIN EXITING WIRING EXTEND AS NECESSARY.

REMOVE EXISTING WALL SWITCHES AND REPLACE WITH NEW SWITCH. REWIRE AS SHOWN ON NEW LIGHTING PLAN.

DATA AND OR TELEPHONE LOCATION SHALL REMAIN. REPLACE OUTLET AND FACEPLATE WITH NEW.

EXISTING RECEPTACLE LOCATION SHALL REMAIN. REPLACE OUTLET AND COVER PLATE WITH NEW. RETAIN EXISTING WIRING.

REMOVE EXISTING DATA AND OR TELEPHONE OUTLET AND WIRING.

DISCONNECT AND REMOVE EXISTING CEILING MOUNTED CORD REEL.

RELOCATE EXISTING WALL CLOCK. EXTEND AND RECONNECT EXISTING WIRING AS REQUIRED.

11

12

REMOVE EXISTING TELEVISION CONTROL PANEL. RETURN TO OWNER.13

REMOVE EXISTING SHORT THROW PROJECTOR AND SUPPORTING POST, RETURN TO OWNER. REMOVE WIRING AND MAKE SAFE.

14

ALL EXISTING JUNCTION BOXES SHALL REMAIN.15

EXISTING POWER CONNECTION , CONDUIT AND WIRING SHALL BE REMOVED BACK TO LAST ACTIVE DEVICE OR SOURCE PANEL.

16

EXISTING EMERGENCY STOP BUTTON (EPO) SHALL BE REMOVED.17

18EXISTING RECEPTACLE AND DATA OUTLET SHALL REMAIN. PROVIDE NEW OUTLET AND FACEPLATES.

19 EXISTING SURFACE WIREMOLD SHALL BE REMOVED. REMOVE WIRING AND CONDUIT BACK TO LAST ACTIVE DEVICE. RECEPTACLE SHALL REMAIN.

20EXISTING INTERCOM TO BE REMOVED AND REINSTALLED IN NEW WALL. EXTEND AND RECONNECT EXISTING WIRING AS REQUIRED.

21 DISCONNECT EXISTING UNIT HEATER. REMOVE EXISTING CONDUIT AND WIRING BACK TO SOURCE.

22 EXISTING CEILING SPEAKER SHALL REMAIN, CLEAN AS NECESSARY.

23EXISTING CEILING RECEPTACLE LOCATION SHALL REMAIN. REPLACE OUTLET AND COVER PLATE WITH NEW. RETAIN EXISTING WIRING.

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

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PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

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CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

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C:\My Documents\REVIT\19-230 Hamden\19-230 - Hamden STEM Academy - MEP - 2018 (WKH-6).rvt 9/12/2019 3:43:52 PM

ED-101

ELECTRICALDEMOLITION PLAN

1918

P.A.M.

KPS

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"ED-101

1 FIRST FLOOR - ELECTRICAL DEMOLITION PLAN

MARK DATE DESCRIPTION

O3

O3

3

3

3

28 29 31

E

D

C

B

A.9

PROJECT

CUBBIES

3105

CORR.

3101

A A A A A1

AAA1AA

A A1 A A A

AAAAA1

A

A1

A

AA

A

A1

AA

A1

A

A

AAA

AAA1AA

NOTE - PROVIDE UNSWITCHED POWER TO TYPE A1 FIXTURE BATTERY PACK. TYPICAL.

RECONNECT TOEXISTING HOMERUN.

TO EXISTING LIGHT FIXTURE IN THIS ROOM. ~

RECONNECT TOEXISTING HOMERUN.

SHOP

3108

DRAFTING

CLASSROOM

3115

TYPE BASIS OF DESIGN DESCRIPTION, MANUFACTURER, AND MODEL #LAMP FIXTURE WATTS

VOLTS

B

LOW PROFILE Z STRIP CHANNEL SURFACE MOUNTED LED LIGHT FIXTURE

COMPARABLE PRODUCTS

41 WATTSLED

LIGHT FIXTURE SCHEDULE

-

REMARKS

277DAY-BRITE MODEL # FSS455L835UNVDIM

B1-41 WATTSLED 277

DAY-BRITE MODEL # FSS455L835UNVDIMEMLED

A1 24.31 WATTS8 1/4" W X 4' L PENDANT MOUNT INDIRECT/DIRECT LED LIGHT FIXTURE, WITH 10W BATTERY BACK UP PEERLESS LIGHTING MODEL # BRM9L 4FT MSL8 35K ID800LMF 40/60 MINI ZT 277 SCTF2/24A C210 E10WLCP

LED 277 --

A 24.31 WATTS8 1/4" W X 4' L PENDANT MOUNT INDIRECT/DIRECT LED LIGHT FIXTUREPEERLESS LIGHTING # BRM9L LSL 4FT MSL8 80CR 35K ID800LMF 40/60 MINI ZT 277 SCTF2/24A C210

LED MOUNT BOTT. OF FIXTURE AT 8'-6" AFF. IN ROOM 3115. MOUNT BOTT. OF FIXTURE AT 10'-0" AFF. IN ROOM 3108

277 HUBBELL LIGHTING SAE101PID4FTSOFC135KDAY-O-LITE LIGHTING ELTL-1 D/ISI 35 4 PD W

COLUMBIA MODEL # LCL435MLEULITHONIA MODEL #ZL1D-L48-SMR-5000LM-FST-MVOLT-35K-80CRI-WH

LITHONIA MODEL #ZL1D-L48-SMR-5000LM-FST-MVOLT-35K-80CRI-WH-E7W COLUMBIA MODEL # LCL435MLEUELL14

LOW PROFILE Z STRIP CHANNEL SURFACE MOUNTED LED LIGHT FIXTURE WITH EMERGENCY BATTERY PACK.

HUBBELL LIGHTING SAE101PID4FTSOFC135KDAY-O-LITE LIGHTING ELTL-1 D/ISI 35 4 PD W EPC4

MOUNT BOTT. OF FIXTURE AT 8'-6" AFF. IN ROOM 3115. MOUNT BOTT. OF FIXTURE AT 10'-0" AFF. IN ROOM 3108

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

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CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

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C:\My Documents\REVIT\19-230 Hamden\19-230 - Hamden STEM Academy - MEP - 2018 (WKH-6).rvt 9/12/2019 3:43:54 PM

EL-101

FIRST FLOOR LIGHTINGPLAN AND SCHEDULE

1918

P.A.M.

KPS

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"EL-101

1 FIRST FLOOR LIGHTING PLAN

MARK DATE DESCRIPTION

S

JS

C

C

EQ-9EQ-9EQ-9 EQ-9

EQ-5

EQ-7EQ-7

EQ-6

EQ-4

EQ-6

EQ-4

EQ-3

EQ-3

EQ-2

EQ-1

WAP

3D 4D

2D 4D

2D 4D

2D

28 29 31

E

D

C

B

A.9

PROJECT

CUBBIES

3105

DUST

COLLECTOR

3014a

CORR.

3101

ASP-1

GFCI

ACU-1

RECONNECT TO EXISTING CIRCUIT P1A

SHOP

3108

DRAFTING

CLASSROOM

3115

STORAGE CRIB

3108A

ASP-2

ASP-1/26,28

ASP-1/30,32

ASP-2/1,3,5

ASP-2/2,4,6

ASP-2/8

ASP-2/9

ASP-2/10

ASP-2/12

ASP-2/16

3 - GANG STAMPED STEEL FLOOR BOX, 2 - GANGS FOR RECEPTACLES, 1 - GANG FOR DATA. PROVIDE IN WIREMOLD OMNIBOX SERIES. PROVIDE A 1" CONDUIT FROMTHE DATA COMPARTMENT TO ABOVE THE CEILING. TYPICAL. RUN POWER AND DATA CONDUITS IN FLOOR TRENCH.

EPO

72"

AFF

WIREMOLD 4000 SERIES 2 COMPARTMENT RACEWAY.MOUNT AT 44" AFF.

ASP-2/7ASP-2/20 ASP-2/18

ASP-2/13,15

13 1515

ASP-2/11

ASP-2/14

PP PP

PPPP

P-D/P

P-D/P

ASP-2/21

ASP-2/22

ASP-2/19

ASP-2/23

PROVIDE WIREMOLD 700 SERIES RACEWAY AT 44"AFF AT EACH WORK BENCH.

PROVIDE 2" CONDUITWITH CAT 6 WIRINGUP TO ABOVE CEILING.DATA OUTLET IS AT 72" AFF.

PROVIDE 12" X 4" HIGH CABLE TRAY WITH CAT 6 WIRING TO EACH DATA DEVICE ABOVE CORRIDOR CEILING TO IT ROOM NEXT TO D105.

3 - 2" C. ABOVE CEILING STUB THROUGH WALL. TYPICAL EACH ROOM.

POWER STRIPS WITH RECEPTACLES IN TABLE WIREWAY. TYPICAL

28 29 31

E

D

C

B

A.9

ACCU-1

WP

GFCI

ASP-1/34,36

ASP-2/17

EQUIPMENT SCHEDULE

PRODUCT IDENTIFIER

HAAS AUTOMATION EQ-1 CNC LATHE

DESCRIPTION MANUFACTURER MODELQUANTITY

TL-11

REMARKS

HAAS AUTOMATION EQ-2 CNC MILL MINIMILL1

EQ-3 -CONTROL CONSOLE -2

EQ-4 CENTRAL MACHINERY1/3 HP 9" BENCHTOP BAND SAW SKU 605002 -

EQ-5 CENTRAL MACHINERY1 HP 4" X 6" HORIZONTAL/VERTICAL METAL CUTTING BAND SAW SKU 937621 -

EQ-6 CENTRAL MACHINERY8" 5-SPEED BENCH DRILL PRESS SKU 6022382 -

EQ-7 CENTRAL MACHINERY8" BENCH GRINDER WITH GOOSENECK LAMP SKU 625012 -

EQ-9 MAKERBOT INDUSTRIES, LLCMAKERBOT REPLICATIOR PLUS 3D PRINTER MPO78254 -

EQ-10 HAAS AUTOMATIONCONTROL SIMULATOR CSMD16 -

-

-

-OWNER

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CHK'D BY:

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PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

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85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

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C:\My Documents\REVIT\19-230 Hamden\19-230 - Hamden STEM Academy - MEP - 2018 (WKH-6).rvt 9/12/2019 3:43:56 PM

EP-101

FIRST FLOOR ANDROOF POWER PLAN

1918

P.A.M.

KPS

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

1/8" = 1'-0"EP-101

1 FIRST FLOOR POWER PLAN1/8" = 1'-0"EP-101

2 ROOF POWER PLAN

MARK DATE DESCRIPTION

* CIRCUIT SIZE

25A-2P

25A-3P

20A-1P

20A-2P

20A-3P

25A-1P

C/B SIZE

30A-2P

35A-1P

35A-2P

35A-3P

40A-1P

40A-2P

30A-3P

30A-1P

45A-1P

45A-2P

45A-3P

50A-1P

50A-2P

50A-3P

60A-1P

80A-3P

80A-2P

80A-1P

60A-3P

70A-1P

70A-2P

70A-3P

60A-2P

90A-3P

90A-2P

90A-1P

100A-3P

100A-2P

100A-1P

110A-3P

125A-3P

40A-3P

2 X #10 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #10 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #10 AWG AND 1 X #10 AWG GND. IN 3/4" C.

3 X #10 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

3 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

3 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

3 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

3 X #8 AWG AND 1 X #10 AWG GND. IN 3/4" C.

2 X #6 AWG AND 1 X #10 AWG GND. IN 1" C.

3 X #6 AWG AND 1 X #10 AWG GND. IN 1" C.

2 X #4 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #4 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

3 X #4 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

3 X #4 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #4 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #4 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #3 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #3 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

3 X #3 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #3 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

3 X #3 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #3 AWG AND 1 X #8 AWG GND. IN 1 1/4" C.

2 X #6 AWG AND 1 X #10 AWG GND. IN 1" C.

3 X #10 AWG AND 1 X #10 AWG GND. IN 3/4" C.

** 2 X #12 AWG AND 1 X #12 AWG GND. IN 3/4" C.

2 X #12 AWG AND 1 X #12 AWG GND. IN 3/4" C.

3 X #12 AWG AND 1 X #12 AWG GND. IN 3/4" C.

2 X #10 AWG AND 1 X #10 AWG GND. IN 3/4" C.

3 X #2 AWG AND 1 X #6 AWG GND. IN 1 1/4" C.

3 X #1 AWG AND 1 X #6 AWG GND. IN 1 1/4" C.

150A-3P 3 X #1/0 AWG AND 1 X #6 AWG GND. IN 1 1/2" C.

175A-3P 3 X #2/0 AWG AND 1 X #6 AWG GND. IN 2" C.

200A-3P 3 X #3/0 AWG AND 1 X #6 AWG GND. IN 2" C.

SCHEDULE OF BRANCH CIRCUIT CONDUCTOR SIZES

* PROVIDE CIRCUIT SIZE AND NUMBER OF CONDUCTORS SCHEDULED UNLESS NOTED OR SHOWN DIFFERENTLY ON THE DRAWINGS. CROSS REFERENCE CIRCUIT DESIGNATIONS

SHOWN ON DRAWINGS WITH RESPECTIVE PANEL SCHEDULES TO OBTAIN C/B SIZE.

** PROVIDE #10 AWG SIZE CONDUCTORS FOR BRANCH CIRCUIT RUNS EXCEEDING 75' IN CONDUCTOR LENGTH AND #8 AWG

SIZE CONDUCTORS FOR BRANCH CIRCUIT RUNS EXCEEDING 150' IN CONDUCTOR LENGTH.

15A-1P ** 2 X #12 AWG AND 1 X #12 AWG GND. IN 3/4" C.

ASP-2ASP-1

EXISTING SWITCHBOARD

ASP-1/27

EXISTING FEEDERTO REMAIN.

NEW PANELBOARDEXISTING PANELBOARD

MOMENTARY CONTACT REDMUSHROOM HEAD EMERGENCYPOWER OFF SWITCH

4 X #2 XHHW-2 AND1 X #8 XHHW-2 GND.IN 1 1/4" C.

CHANGE OUT THE EXISTING C/B INSWITCHBOARD SECTION LVD-2A THATIS FEEDING PANEL ASP-1 WITHA NEW 125A/3P C/B.

FLUSH TWO GANG (4-11/16" SQ.) OUTLET BOX WITH SINGLE GANG RAISED DEVICE COVER AS REQUIRED FOR INSTALLATION

FLOOR

1-1/4" EMT CONDUITFINISHED FACE OF GYPSUM BOARD OR BLOCK WALL

FINISHED ACCESSIBLECEILING

TECHNOLOGY FACEPLATE

NYLON BUSHING

TERMINATE CONDUIT ABOVE ACCESSIBLE FINISHED CEILING OR IN UNFINISHED SPACE WITHOUT CEILING

90 DEGREE SWEEP BEND-MINIMUM 8"Ø RADIUS ELBOW

HE

IGH

T P

ER

DR

AW

ING

LE

GE

ND

O

RA

S N

OT

ED

GENERAL NOTES FOR PANELBOARDS

1. PROVIDE WITH SILVER PLATED COPPER BUS BARS AND COPPER GROUND BAR.

2. PROVIDE WITH DOOR-IN-DOOR TRIM.

3. PROVIDE WITH BLACK FACE/WHITE CORE ENGRAVED NAMEPLATE FIXED TO PANEL WITH TWO SCREWS OR RIVETS.

4. PROVIDE WITH METAL FRAME, PLASTIC COVER CIRCUIT DIRECTORY FRAME.

5. PROVIDE WITH TYPE WRITTEN CIRCUIT DIRECTORY REPRESENTING CIRCUITS AS ACTUALLY CONNECTEDTO PANEL.

6. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE.

20 1 EXIST RECEPT.POLETRIPCKT

24

86

TRIP POLECKT13

75

REMARKS

12119 10

SCISSOR LIFT20 2- -20 1100 3

20 120 120 120 120 1

1413 - - - -

2018

1917

242321 22

20 120 120 120 120 2

20 120 120 120 120 1

2625 - - 15 2

3028

2927

343331 32

20 1125 3- -- -

- -15 2- -40 2

3635 - - - -

1615

-SCISSOR LIFT

SPARESPARESPARESPAREROTARY LIFT-

SHUNT TRIP CKT.

N/W RECEPT.GENERATORTIRE CHANGERSOUTH RECEPT.

SPARESPARESPARESPAREACU-1

ACU-2

EXISTING PANEL #ASP-1: GE A SERIES, FLUSH, 208Y/120V,3 PHASE, 4 WIRE, 125A BUSS, 125A MAIN C/B

- - 50 2--

WELDING (PLASMA)-SPARE

PANEL ASP-2 SPARE

MAIN C/B- -- ACCU-1- -

40 3 CNC MILLPOLETRIPCKT

24

86

TRIP POLECKT13

75

REMARKS

12119 10

REMARKS

-- -- -20 120 1

40 3- -- -20 120 1

1413 20 1 20 1

2018

1917

242321 22

20 120 120 120 120 1

20 120 120 120 120 1

2625 20 1 20 1

3028

2927 20 1

20 120 120 1

1615

-RECEPTACLES

RECEPTACLES (EQ-4, EQ-6)ROOF RECEPTACLE

RECEPT. (FLAT SCREEN TV)POWER POLEPOWER POLESPARE

SPARE

CNC LATHE--RECEPTACLES

RECEPTACLE (PLOTTER)

POWER POLESPARESPARE

SPARE

NEW PANEL #ASP-2: EATON TYPE PRL3a, SURFACE, 208Y/120V, 3 PHASE, 4 WIRE,250 AMP MAIN LUGS, 65K A.I.C. (FULLY RATED)

20 1 20 1RECEPTACLES (EQ-7)RECEPTACLES (EQ-5)

RECEPTACLES (EQ-4, EQ-6)CONTROL CONSOLECONTROL CONSOLE

RECEPTACLES WIREMOLD

SPARE SPARE

PROVIDE PANEL WITH 1 -125A/3P C/B WITH 120V SHUNT TRIP COIL, 1-100A/3P C/B,1-40A/2P C/B, 11-20A/1P C/B'S, AND 2-15A/2P C/B'S.

REMARKS

POWER POLE

OWNER

SHEET TITLE

COPYRIGHT

CHK'D BY:

DRAWN BY:

PROJECT NO:

CWA PROJECT NO.:

ARCHITECT

5 4 3 2 1

D

C

B

A

CHRISTOPHER WILLIAMS ARCHITECTS, LLC

85 Willow Street203 776 0184

New Haven, CT 06511www.cwarchitectsllc.com

ENGINEERS

5 4 3 2 1

C:\My Documents\REVIT\19-230 Hamden\19-230 - Hamden STEM Academy - MEP - 2018 (WKH-6).rvt 9/12/2019 3:43:50 PM

E-401

ELECTRICAL DETAILS

1918

P.A.M.

KPS

ISSUED FOR BID

09/12/2019

HECA STEM ACADEMY

HAMDEN HIGH SCHOOL2040 DIXWELL AVE, HAMDEN, CT 06514

N.T.S.E-401

1 POWER RISER DIAGRAM

N.T.S.E-401

2 TYPICAL TECHNOLOGY OUTLET REOUGHING DETAIL - VOICE/DATA

MARK DATE DESCRIPTION