Loading...
HomeMy WebLinkAbout1905B_Maguire Honda of Ithaca IFP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910G100Cover SheetMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BMaguire Honda of Ithaca315 Elmira Rd.Ithaca, NY 14850Drawing IndexSHEET No. SHEET NAME00-GENERALG100 Cover SheetG101 General NotesG102 General NotesG103 General NotesG105 Reference Sheet04-LANDSCAPEL001D Demolition Site PlanL100 Existing Site PlanL101 Site PlanL102 Landscape PlanL103 Dumpster Enclosure Plans, Elevations & DetailsL104 Site Details05-STRUCTURALS001Design Data and General NotesS100Canopy Foundation and Framing Plans and DetailsS101Foundation & Framing PlansS300Foundation DetailsS500Framing Details06-DEMOLITIONAD101 Demolition Floor Plan - Floor PlanAD102 Demolition Mezzanine PlanAD103 Demolition Reflected Ceiling Plan - Front HalfAD104 Demolition Reflected Ceiling Plan - Back HalfAD105 Demolition Exterior Elevations07-ARCHITECTURALA101Architectural - Framing Plan - Front HalfA102Architectural - Framing Plan - Back HalfA103Architectural - Floor Plans - Upper LevelsA110Reflected Ceiling Plan - Front HalfA111Reflected Ceiling Plan - Back HalfA121Finish Plan - Front HalfA122Finish Plan - Back HalfA131Furniture & Fixtures Plan - Front HalfA132Furniture & Fixtures Plan - Back HalfA133Furniture & Fixtures Plan - Upper LevelsA140Graphics Plan - Front HalfA141Graphics Plan - Back HalfA200ElevationsA300Sections & Detail KeynotesA301SectionsA302SectionsA303SectionsA304SectionsA305SectionsA501Interior ElevationsA502Interior ElevationsA503Interior ElevationsA504Interior ElevationsA506Roof DetailsA511Door & Curtain Wall DetailsA600Schedules08-DEMOLITION - MECHANICALMD101 Mechanical Demo - Floor Plan - Back HalfMD102 Mechanical Demo - Roof Plan - Front HalfMD103 Mechanical Demo - Roof Plan - Back Half08-MECHANICALM100Mechanical Floor Plan - Front HalfM101Mechanical Floor Plan - Back HalfM102Mechanical Roof PlanM103Mechanical Roof Plan - Back HalfM501Mechanical SchedulesM601Mechanical Details09-DEMOLITION - ELECTRICALED100 1st Floor Power & Lighting Demo PlanED101 Power & Lighting Demo Plan - Upper Levels09-ELECTRICALE1011st Floor Electrical Power PlanE102Electrical Power Floor Plan - Upper LevelsE200Electrical Lighting PlanE300Electrical DetailsE501Electrical Schedule Notes and Legends10-PLUMBINGP101Mezzanine Plumbing PlanP500Plumbing Notes, Legend, Details, and SchedulesAddendum Schedule Architectural MaterialsEarth / Compact FillGravel / Porous FillConcrete / Structural Precast ConcreteSand / Architectural Precast ConcreteBrick / Brick Pavers / StoneConcrete MasonryAluminumFinish WoodworkRough CarpentryBlockingPlywood / Particle BoardHardboardGypsum Wall BoardBatt InsulationRigid InsulationFireProofingGlazingLath & PlasterWood Flooring / Wood MillworkResilient FloorCarpetTerrazzoCeramic Tile - SectionMetal Stud - PlanWood Stud - Plan1HR - Fire Rated Partition2HR - Fire Rated Partition3HR - Fire Rated PartitionSteelArchitectural Symbols0'2'4'8'16'North ArrowNameElevationA1011A101SIM1Revision Occurs Within CloudRevision NumberView Detail NumberView Sheet NumberView TitleOriginal ScaleView IdentificationPNProject NorthBar ScaleBenchmark or Floor ElevationView Title BarView TitleHieght(Project Related) ABColumn Grid IdentificationColumn Centerline12Structural GridInterior Elevation1Ref1Ref1Ref1RefBuilding / Wall Section ReferenceA1011SIMView Detail NumberView Sheet NumberCallout / Detail Reference SymbolRevision SymbolEgress PathArchitectural Tags101-1AA00IA011HnbWindow TypeWindow MarkKeynote TagsPT-1--Entrance1Room Tag -StandardEntrance100 SFRoom Tag -AreaEntrance11000 CFRoom Tag -VolumeRoom NameRoom NumberVolume (Cubic Feet)Area (Square Feet)1t10'-0"Ceiling TagFlooring Transition TagWindow TagLandscape Demolition KeynoteDemolition Keynote1Detail Keynote1Elevation Keynote1Finishes Keynote1Fire Protection Keynote1Mechanical Keynote11Construction KeynotePower Keynote1Reflected Ceiling Plan Keynote1Structural Keynote1Life Safety Keynote1Door TagFinish TagFinishBase / Accent FinishCore TypeCeiling TypeA.F.F. ElevationWall FunctionVariation (See Wall Types Drawing For Details)AttributesWall Function Standard KeyI-Interior WallE -Exterior WallF -Foundation WallR -Retaining WallS -SoffitC-Core Shaft WallCore Type Standard KeyB-Block / Brick / Masonry Unit(Mortar Required ForAssembly)C-ConcreteI-Insulation (Structural)M-Metal (Generic)S-SteelW-WoodX-OtherAttributes Standard Key1H-Assembly Rated For 1 Hour of Fire Protection2H-Assembly Rated For 2 Hours of Fire Protection3H-Assembly Rated For 3 Hours of Fire Protectione-Existing Constructionn-New Constructionb-Insulation (non-structural)s-Sound Attenuation----No Attributes NotedWall TagsOther Tags & SymbolsLandscape Keynote1700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910G101General NotesMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BSymbol&And@At$Dollar(s)'Foot / Feet"Inch(es)/Per%Percent(age)±Approximate Value And To Be Verified In Field. May Be Adjusted Due To Field Conditions After Recieving Concent From ArchitectAAAreaA/CAir ConditioningABAnchor BoltsABV AboveACAcousticalACFAccess FlooringACMAsbestos Containing MaterialACPAcoustical PanelsACTAcoustical Ceiling Tiles AWTAcoustical Wall TreatmentADArea DrainADDAddendumADHAdhesiveADJAdjacentAFFAbove Finish FloorAGGAggregateAHAir HandlerAHUAir Handling UnitALTAlternateALIGNAlignmentALLAllowanceALUMAluminumAMPAmperageANCAnchorageANGAngleANODAnodizedAPAccess PanelAPPROXApproximateARCHArchitect(ural)ASBAsbestosASBCAsbestos ContractorASPHAsphaltAUXAuxiliaryAVGAverageAWGAmerican Wire GaugeA/VAudio-VisualAUTOAutomaticBBCUBlower Coil UnitBCJBrick Control JointBDBoardBEJBrick Expansion JointBEWBellowBVLDBeveledBFBoard FeetBITBituminousBLDGBuildingBLK(G)BlockingBMBench MarkB/Bottom OfBOFBottom Of FootingBOTBottomBPLBearing PlateBRGBearingBRKBrickBRKTBracketBSBoth SidesBTUBritish Thermal UnitsBURBuilt-Up RoofingBW Both WaysCCCenter LineC/CCenter To CenterCERCeramicCHBDChalkboardCIRCircleCJControl Joint / Construction JointCKCaulk(ing)CLNGCeilingCLOClosetCLRClear(ance)CLSClosureCMPCorrugated Metal PipeCMUConcrete Masonry UnitCOCleanout / CompanyCOLColumnCOMBCombinationCOMCommunication(s)COMMCommissionCOMPCompress(ed)(ion)(ible)CONCConcreteCONConnector / ConnectionCONSTConstructionCONTContinuous / Continue(d)CONTRContract(or)COORDCoordinateCORRCorrugatedCPClay PipeCPGCopingCPRCopperCPTCarpet(ed)CRCold RolledCRSCourse(s)CSMTCasementCSCountersinkCSTCast StoneCTCeramic TileCTRCounterCTSKCountersunk ScrewCUCubicCULVCulvertCVCheck ValveCWCold WaterCWSCold Water SupplyCYCubic YardDDDepthDBLDoubleDCDirect CurrentDEGDegreeDEMODemolitionDFDrinking FountainDIADiameterDIAGDiagonalDISPDispenserDISTRDistributionDIMDimensionDIVDivisionDLDead LoadDLVDoor LouverDNDownDOZDozenDPDamp ProofingDPRDamperDRDoorDSDownspoutDTDrain TileDTADovertail AnchorDTLDetailDW DishwasherDWGDrawingEEEastEAEachECElectrical Contract(or)EFEach FaceEJExpansion JointELElevationELECElectric(al)ELEVElevatorEMEREmergencyENCEnclose / EnclosureENGEngineerENTEntranceEOCEvery Other CourseEPEelectrical PanelboardEQEqualEQPTEquipmentERExisting To RemainESTEstimate(d)EWEach WayEWCElectric Water CoolerEWFElectric Wall FanEXCExcavateEXGExistingEXHExhaustEXExposedEXPExpansionEXTExteriorEXT'DExtrudedFFAFire AlarmFAIFresh Air IntakeFBFace BrickFBD FiberboardFBOFinished By OthersFCFan CoilFCUFan Coil UnitFDFloor DrainFDRFolding DoorFEFire ExtinguisherFECFire Extinguisher CabinetFEC/BFire Extinguisher Cabinet W/ BlanketFFFinish FloorFFEFinish Floor ElevationFGLFiber GlassFHMSFlathead Machine ScrewFIGFigureFINFinish(ed)FLCOFloor Clean OutFLEXFlexibleFLGFlashingFLUORFluorescentFLRFloor(ing)FNDNFoundationFOFramed OpeningFOCFace Of ConcreteFOFFace Of FinishFOMFace Of MasonryFPLFloor PlateFOSFace Of StudsFRFrame(d) / FramingFPFireproofFRTFire-RetardantFTFoot / FeetFTNGFootingFURFurred, FurringFURNFurnitureFIXFixtureGGGasGAGaugeGALVGalvanizedGBGrab BarGCGeneral Contract(or)GCMUGlazed Concrete Masonry UnitGDGrade / GradingGFGranular FillGFIGround Fault InterrupterGIGalvanized IronGLGlass / GlazingGPGalvanized PipeGPLGypsum LathGPMGallons Per MinuteGPPLGypsum PlasterGSSGalvanized Steel SheetGSTGlazed Structural TileGVLGravelGWBGypsum Wall BoardAbbreviationsHHBHose BibHCHVAC Contract(or)HCPHandicapHDHeavy DutyHDRHeaderHDWHardwareHHHandholeHIHeight Of InstrumentHDJTHead JointHKHook(s)HMHollow MetalHORHorizontalHPHorsepowerHR HandrailHTHeightHTGHeatingHTRHeater /Heat-ExchangerHVACHeating, Ventilating & Air ConditioningHWHHot Water HeaterHWHot WaterHYDHydrantIIDInside DiameterINInch(es)INCINIncineratorINCLInclude(d) / IncludingINFOInformationINSInsulate(d) / InsullationINVInvert ElevationIPIron Pin / Iron Pipe SizeJJCJanitor's ClosetJFJoint FillerJSTJoistJNTJointKKITKitchenKOKnockoutKPLKick PlateLLLengthLABLaboratoryLADLadderLAMLaminate(d)LATLatitudeLAVLavatoryLBLLabelLFLinear FootLHLeft HandLICLicense(d)LINLinearLINOLinoleumLIQLiquidLKRLockerLLLive LoadLLHLong Leg HorizontalLLVLong Leg VerticalLMSLimestoneLONGLongitudinalLPLight PanelLPTLow PointLRGLargeLTLightLTLLintelLVRLouverMMAINT MaintenanceMASMasonryMATLMaterialMAXMaximumMBF1000 Board FeetMBRMemeberMCMechanical Contract(or)MDFMedium Density FiberboardMECHMechanic, MechanicalMEDMediumMFDManufacturedMFGManufacturingMFRManufacturerMGRManagerMHManholeMINMinimumMIRMirrorMKBDMarker BoardMLDMolding MMBMembraneMOMasonry OpeningMODModularMONMonumentMOVMovableMRBMarbleMRDMetal Roof DeckingMNTMount(ed)(ing)MTFRMetal FurringMTLMetalMULLMullionMULTMultipleMWKMill WorkNNANot AvailableN/ANot ApplicableNATNaturalNECNational Electric CodeNEGNegativeNICNot In ContractNLNailableNMTNonmetallicNOMNominalNRCNoise Reduction CoefficientNSNear SideNTSNot To ScaleOOAOverallOBSObscureOCOn Center(s)OCCOccupantsODOutside DiameterOFOutside FacadeOFFOfficeO/HOverheadOHGOverhangOWSJOpen-Web Steel JoistOPGOpeningOPHOpposite HandOPPOppositeOPSOpposite SurfaceORIGOriginalPPERFPerforate(d)PERIPerimeterPERPPerpendicularPFBPrefabricate / PrebricatedPFNPrefinishedPGPlate GlassPKGParkingPLPlant / PlanterPLAMPlastic LaminatePLASTPlasterPLFPounds Per Linear FootPLSPlasticPLTPlatePNLPanelPOLPolishedPRPairPRFPre-FormedPROJProjectPSCPre-Stressed ConcretePSFPounds Per Square FootPSIPounds Per Square InchPTPount / Pressure TreatedPTDPaintedPTNPartitionPVPave / Paved / PavingPVCPolyvinyl ChloridePVCPPolyvinyl Chloride PipePVMTPavementPWDPlywoodQQT Quarry TileQTRQuarterQTYQuantityRRRise(r)RC Reinforced ConcreteRSReinforcing SteelRAReturned AirRADReturn Air RadiusRBRRubberRBTRabbetRCPReflected Ceiling Plan / Reinforced Concrete PipeRDRoof DrainREFReferenceREFRefrigerator / RefrigeratedREGRegisterREINFReinforce(d) / ReinforcingREQRequiredRESResilentRETReturnREVRevision(s) / Revise(d)RFGRoofingRFHRoof HatchRFLReflect(ed)(ive)(or)RHRight HandRIMRim (Elevation)RLRail(ing)RMRoomRMVRemoveRORough OpeningROWRight Of WayRPRadiant PanelRPM Revolutions Per MinuteRTRubber TileRTERouteRWCRainwater ConductorSSANSanitary / Sanitary SewerSBSplash Block / Sink BaseSCSolid CoreSCHScheduleSCNScreenSDStorm DrainSDGSidingSECSectionSFSquare FootSFGLSafety GlassSGTStructural Glazed TileSHShelf / ShelvingSHTSheetSHTGSheathingSHWRShowerSIMSimilarSKLSkylightSLSleeveSNTSealantSPSound Proof(ing)SPCSpacerSPECSpecification(s)SPKRSpeakerSPLSpecialSQSquareSSKService SinkSSStainless SteelSTAStationSTCSound Transmission CoefficientSTDStandardSTLSteelSTNStain(ed)STORStorageSTRStructure / StructuralSUBSTRSubstructureSUPTSuperintendentSURFSurfaceSUSPSuspendedSWSwitchSYSquare YardSYSSystemTTTreadTRMToilet RoomT&BTop & BottomT&GTongue & GrooveTABTabulateTCTerra CottaTELTelephoneTEMPTemporary / TemperatureTFTransparent FinishTHKThick(ness)THRThresholdTKBDTack BoardTKSTackstripTOMTop Of MasonryTMBRTermination BarTOFTop Of MasonryTOJTop Of JoistTOLToleranceTOPOTopographicTOSTop Of SteelTOW Top Of WallTPDToilet Paper DispenserTPTNToilet PartitionTRTransomUU/GUndergroundUCUndercutUHUnit HeaterUNFUnfinishedUNOUnless Noted OtherwiseUNPUnpaintedURUrinalUVUnit VentilatorVVVoltVALValidationVBVinyl BaseVCPVitrified Clay PipeVCTVinyl Composition TileVENTVentilatorVERTVerticalVESTVestibuleVFVinyl FabricVIFVerify In FieldVINVinylVJV-Joint(ed)VOLVolumeVWCVinyl Wall CoverWWWide / WidthW/WithWBWood BaseWCWater ClosetWCOWall Clean OutWDWoodWFWire(d) GlassWHWall HydrantWHBWheel BumperWIWrought IronWMWire MeshWDWWindowWPWater Proof(ing)(ed)WRWater RepellantWSWater StopWSCTWainscotWTWeightWTWWall To WallXYZXSECTCross SectionYDYardYRYearA.The Drawings in The Set are Organized as Follows:1.Each Drawing is Identified By The Sheet Number in TheLower Right Corner of The Sheet TitleBlock. Example: A202a.Discipline:The First Letter "A" Indicates TheDiscipline That Created The Drawing.b.Sheet Number:The Next Numbers "202" IndicateThe Sequential Number of Each Sheet Within aCategory.2.View Identification:The Number and/or Letter Within TheTitlebar For Each View Identifies the View and/or SheetLocation. Reference Symbols Indicate Reference To AnotherView Utilizing This View Identification Letter and/or Number.B.Disciplines are Organized in The Following Order:00 -GGeneral01 -LFLife Safety02 -HZAsbestos03 -PHPhasing04 -LLandscaping05 -SStructural06 -ADArchitectural Demolition07 -AArchitectural08 -MMechanical09 -EElectrical10 -PPlumbing11 -FPFire ProtectionDrawing OrganizationGeneral Definitions1."Typical" or "Typ." Identical System Complete For The ConditionNoted.2."Align" Indicates Accurately Provide Finish Faces of Materials in aStraight, True and Plumb Relation To Adjacent Materials.3."Similar" or "Sim." Indicates Complete System and ComponentsComparable For The Condtion Noted.4."Provide" Indicates To Furnish and Install.5."Refinish" Indicates Existing Surfaces To Match Adjacent Finishes.For Continuous Surfaces, Refinish To Nearest Intersection; ForAssembly, Refinish Entire Unit.General Dimension Notes1.Dimensions are Indicated To The Centerline of The Structural Grid,Face of Concrete Wall, Nominal Face of CMU Wall, Face of PartitionScheduled Unless Otherwise Noted.2.Alignment of The Partitions and Finishes as Scheduled Shall BeStraight, True and Plumb. Dimensional Layout Shall Be Coordinatedin The Following Order:A.Structural DrawingsB.Large Scale DrawingsC.Small Scale DetailsD.Enlarged Plans & DetailsE.Floor Plans3.Minimum Dimensions For Accessibility Clearances and Building CodeRequirements Shall Be in Accordance With ANSI / CABO 117.1 1997and The Building Code of New York State.4.Floor Elevations are Indicated at The Face of The Structural Slab,Unless Otherwise Noted.5.Vertical Dimensions are Indicated From The Floor Elevation To Faceof Finished Materials Unless Noted Above Floor -"AFF"6.Ceiling Hieghts are Indicated From The Floor Elevation To The Faceof The Suspended Acoustic Ceiling Grid or Face of Finish MaterialFor Other Ceiling Types, Unless Otherwise Noted.7.Drawings are Drawn Diagrammatically and Scaled DimensionsIndicate Required Size, Clearances and Relationships are IndicatedBy Dimensions Indicated.8.DO NOTSCALE DRAWINGS. Contractor Shall Notify Architect ofAny Discrepanicies in Dimensions Between Existing Conditions and/or Architectural Drawings and The Structural Drawings.Emendation Schedule OUTLETAND/OR V/DRECEPTACLESLIGHT SWITCHESTHERMOSTAT1' - 11 15/16"3 7/8" (Min.)3' - 10 1/16"4' - 11 7/8"3 7/8" (Min.)Device Diagram700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910G102General NotesMaguireHonda ofIthaca,VVXHIRU3HUPLW315 Elmira Rd.Ithaca, NY 148501905BGeneral Notes1.All General Notes and Notes Appearing on The Sheets Shall BeApplicable To All Construction on All Floors Unless Noted Otherwise,Typical.2.All Work Shown on These Documents Shall Be Completed By TheGeneral Contractor Under The Terms/ Conditions/ Requirements ofAIA Document A107 or A201, General Conditions 2007 Edition. AllContractor/ Owner Agreements/ Contracts Shall Be AIA Document2017 Editions.3.See All General Notes and/or Notes That Appear on The Generalnotes Column of Each Sheet of The Contract Documents, Typical.4.When Provided By Architect See Project Manual/ MaterialSpecifications For Additional Information and Requirements.5.When Provided By Architect See All Engineering and/ or ConsultantDrawings/ Specifications For Additional Information andRequirements.6.See All Plan Drawings For Dimensions, Location Issues, EnlargedPlan Targets, Elevation Targets, Detail Targets, Etc. Dimensions,Targets, Etc. That are Typical For Many Areas are Noted Only Once.7.All Plumbing Fixtures, Drians, Etc. are Indicated on EngineeringDrawings, Typical Unless Shown on Enlarged Drawings. WhenProvided Refer To Engineering Drawings For Additonal Informationand Requirements.8.The General Contractor and Each Trade is Responsible ForReviewing and Coordinating All New Work With All Other Trades. NoField Work Orders Will Be Approved For Any Condtions or ConflictsThat Could Have benn Accounted For By The Bidder During BidField Inspection and/ or any Conditions or Conflicts That Could HaveBeen Coordinated By The General Contractor and Each Trade AfterAward of Contract.9.Any Product, Material, System, Assembly, Component, Part, Piece,Color or Finish Installed By The Contractor Without A Submittal ofWhich The Architect Has Reviewed is Subject To Rejection. In TheCase of Such Rejection, The Contractor is Responsible For All CostsAssociated With Removal, Resubmittal Costs, Schedule Delay,Damages and Architects Fees To Review Submittal.10.General Contractor (Including All Subcontractors) Shall Submit ToThe Architect, For Design Review, All Submittals, Samples,Manufacturers Literature, Catalog Cuts, Etc. of Any/All DevicesExposed To View And Should Not Order Same Without SuchReview. General Contractor is Responsible To Coordinate andSubmit To Architect.11.In Accordance With New York State "Practice Guidelines"; All"Delegated Design Elements" Shall Be Submitted To The ArchitectFor Review. Submittal Shall Be Prepared By a Liscensed Designprofessional in New York State Bearing The Signature and Stamp.12.All Exposed Work, Construction, Materials, Products, Etc. Shall beFree of Any/ All Name Plates, Logos, Stamped of Printed Marking,Etc., Typical.13.The General Contractor is Responsible For Coordinating His/ herWork With That of Any Owner's Own Workforce, Owner's SeperateContractors and Items/ Work Supplied By Owner For The ContractorTo Install. Coordination Shall Include, But Not Be limited To TheFollowing:A.Including and Maintaining Any Owner's Work/ Issues IntoThe Project Schedule.B.Establishing Critical Dates For Delivery, Installion, Etc.C.Provide/ Coordinate Hoisting, Loading Dock and TemporaryServices.D.Provide/ Coordinate All/ Any Blocking, Support, Bracing, Etc.as Required For owner's Work/ Issues.E.The General Contractor is Responsible For Providing,Installing and Coordinating All Required Blocking, Bracing,Shims, Support, Etc. For Support, Attachment, Alignment,Etc. of All Millwork, Cabinetry, Doors/ Frames, Equipment,Partitions, Fixtures, Trim, Furniture, Applied Finishes, Bases,Hardware, Devices, Plumbing, Glazing Systems, CeilingSystems, Owners Work, Etc., Typical.15.The General Contractor is Responsible For Providing, Installing andCoordinating All Fire Stops/ Fire Stopping, Safing Insulation, FireProofing insulation, Fire Stop Sealant, Etc. Required By The BuildingCode of Ny For the Following, But Not Limited To, Locations and/ orConstruction:A.Openings Between Connecting Floor.B.Floor Slab Openings.C.In Walls at Raised Floors or Where Shown and Required ByCode.D.All Pipes, Ductwork, Supports.E.Head of Wall Fire Stopping at Fire-Rated, Full-HieghtPartitions.F.Behind All Applied Wall Finishes, Panles, Millwork Etc.G.In/ Under All Applied Wall Finishes, Panels, Millwork Etc.H.Patching and/or Adding Fire Proofing Insulation To AllStructural Members as Required For both New and ExistingWork.I.Provide Fire-Rated Caulk as Required at All Fire Ratedpartitions as Per U.L. Assembly.16.All Non-Exposed Wood, Plywood, Wood Blocking, Shimming,Structuring, Framing, Etc. is To Be Fire Retardant Treated, Typical.17.Architectual Dimensions and Design Intent Take Precedence OverMechanical, Electrical, or Plumbing Requirements. Notify Architect ofAny Discrepancy Before Proceeding With Construction.18.Where Design Intent Cannot Be Determined From The ConstructionDocuments, The General Contractor is Responsible For Obtaining aClarification From The Architect Prior To Proceeding With the WorkIn Question.19.All Vertical Dimensions SHown in The Document are To Top of Slab/Floor Unless Noted Otherwise.General Notes(Cont.)20.Do Not Scale The Drawings. The General Contractor is ResponsibleFor Checking All Contract Documents, Field Condtions andDimensions For Accuracy. If There are Any Questions RegardingThese or Other Coordination Items, the General ConTractor isResponsible For Obtaining a Clarification From The Architect PriorTo Proceeding With The Work In Question or Related Work.21.All Work Shall Meet The Requirements of The Building Code of NewYork State, As Well as Standards of Performance Recommended ByManufacturers and Trade Associations.22.All Work Consisting of Interior Walls, Ceilings, Finishes and Trim asShown on All Drawings For This Project To Comply WithRequirements of Section 803, of The New York State Building Code,Classification of Materials For Class 2, Flame Spread Rating 26 To75 Smoke Developed 450.23.All Doors Used in Connection With Exits Shall Be So Arranged To BeReadily Opened Without Use of Key From The Side From WhichEgress is made Per Standard Building Code.24.The Architect Shall Not Control, Be In Charge of, Or Be ResponsibleFor Construction Means, Methods, Techniques, Sequences,Procedures, Or For Safety Precautions and Programs in ConnectionWith The Work of For The Acts or Omissions of The Contractors orAny Other Persons Performing Any Work or For The Failure of Anyof Them To Carry out The Work.25.The Contractor Shall Be Responsible For Obtaining All Permits andScheduling All Required Inspections.26.Large Scale Details Govern Over Small Scale Details. DrawingsGovern Over Specifications.27.Where New Work Adjoins Existing, Such New Work Shall BeProperly Integrated With The Existing To Insure UniformAppearance.28.All Areas Which Receive New Floor Finishes Shall Be Leveled To aVariance of 1/4" in 10'-0" Non-Cumulative (Typ. U.N.O.) andPrepared To Receive Floor Finish as Scheduled.29.General Contractor To Coordinate Provision and installation of AllPlumbing Fixtures With Millwork Contractor, Electrical Contractor,Gypsum Board Contractor and All Other Trades as Required.Partition Notes1.Dimensions For Partition Locations, Elarged Plan Targets, DetailTargets, Elevation Targets, Etc. are Noted on Floor Plans.Dimensions, Targets, Etc. That are Typical For Many Areas areNoted Only Once.2.Partitions Over Doors Shall Be Continuous and The Same asAdjacent Walls Where Drywall Continues To Structure Above, orAbove Ceiling, Typical Unless Noted Otherwise.3.Refer To Wall Types Schedule For Partition Types and Details.4.Where New Partitions Abut or Meet Existing and/ or Base BuildingPartitions/ Construction, The New Partitions are To Align With and/ orBe Located Similar To Existing Partitions/ Construction, TypicalUnless Noted Otherwise.5.The Location Dimensions Shown For Walls/ Partitions With a Finish(i.e. Full-Hieght Millwork Paneling, Tile, Etc.) are From/ To The Faceof The Wall Finish, Typical Unless Noted Otherwise.6.Provide Cementitious Wall Board at High Moisture and/ or Wet Areas(i.e., Sinks), Typical Unless Noted Otherwise.7.See Reflected Ceiling Plan Drawings For Additional Information (i.e.,Wall Dimensions/ Locations, Etc.).8.Where Applicable All Partitions at Exterior Wall are To be Centeredon Window Mullions and/ or Column Centerlines (U.N.O.).9.General Contractor To Provide Concealed Support in Partitions ForAll Wall Hung Items. Coordinate With millwork and ElectricalContractors, Etc. as Required.10.Dimensions Locating Partitions With Finishes (i.e. Full HeightPaneling, Tile, Etc.) are From Face of Partition To Face of Partition,(U.N.O.).Refelcted Ceiling & Fixture Notes1.Dimensions For Ceiling Locations, Enlarged Plan Target Noted OnlyOnce.2.When Included See Engineering and Consultant(s) Drawing ForQuantity and Vicinity of All Exit and Emergency Lights, Thermo-Stats,Sprinkler Heads, Life Safety Speakers, and Diffuser Grilles, TypicalUnless Noted Otherwise. Refer To Architecture Drawings For ExactLocations.3.When Included See Engineering and Consultant(s) Drawing ForAdditional Information, Devices, Details, Etc., Typical.4.When Included Refer To Electrical Drawings For Switching and/ orPower Zones.For a Series or Run of Strip Fixtures, The GeneralContractor is Responsible For Coordinating With All Trades (i.e.,Electrical, Gypsum Board, Millwork, Etc. Contractors) To Establish/Determine The Exact Division of Fixtures, Required Length of EachFixture(s)(Actual Length Not Nominal) and Quantities of Fixtures ForThat Series or Run. However, The Division of Fixtures must Followor Conform To The Following Guidelines:A.The Maximum Dimension Between Adjacent Constructionand The End of The Last Fixture(s), In a Run of Fixtures, isTo Be 6", Typical.B.The Dimension Between a Fixture To Fixture Condition is ToBe Minimum, Typical.C.Provide Consistent and/ or Typical Fixture Lengths Within aRun of Fixture (i.e., For a 20'-0" Run of Fixtures, ProvideFour (4) 5'-0" Fixtures.D.Do Not Mix a Multiple Combination of Fixture Lengths (i.e.,For a 20'-0" Run of Fixtures, Do Not Provide Five (5) 2'-0"Fixtures With Two (2) 5'-0" Fixtures.E.If The Construction Conditions and/ or Overall DimensionsFor The Run of Fixtures Requires a Mix of Fixture LengthsTo Achieve The Dimension. Group Together The Fixtures ofSimilar Lengths For The Overall Run (i.e., For a 23'-0" Runof Fixtures Provide Two (2) 4'-0" Fixtures Grouped TogetherWith Three (3) 5'-0" Fixtures Grouped Together, Typical).F.For a Run of Fixtures, Provide The longest Fixture Lengthsas Possible To Achieve The Overall Run Dimension, i.e.,For a 20'-0" Run of Fixtures Provide Four (4) 5'-0" FixtureVersus Ten (10) 2'-0" Fixtures, Typical.G.All Fixture Overall Run Lengths or Dimensions To BeVerified By Field Measurement or Dimensions To Be Fixedand Coordinated By General Contractor.5.The Electrical Contractor is Responsible To Provide All RequiredConduits, Pull Boxes, Home Runs, Wall Junction Boxes, PlasterRings, Etc. For Installation of All Voice/ Data Devices, Cables,Security Devices, Etc., Typical Unless Noted Otherwise. GeneralContractor To Coordinate.6.All Light Fixtures, Life Safety Devices and Sprinkler Heads Shall Belocated in The Center of a Ceiling Tile or Ceiling in Both Directionsand Shall Also Align With Adjacent Fixtures, Devices or Heads in aRun or Row of Fixtures, Devices or Heads, Typical Unless NotedOtherwise.7.If Location Dimensions are Not Noted and/ or Indicated, FinalPositioning of All/ Any Exposed Devices & Fictures To BeCoordinated With Architect.8.When Applicable All Exit Lights/ Signs To Match Base BuildingUnless Noted Otherwise.9.All Dimensions Indicating Light Switch and/ or any Other DeviceLocations are To Center Lines of Switches and/ or Devices, TypicalUnless Noted Otherwise.10.All Room Switches, Devices and Outlets To Be Mounted as ShownMounting Diagram Unless Noted Otherwise.11.If Allowed By Code, Law, Etc., Provide All life Safety Devices,Sprinkler Heads, Etc. With Color and Finish to Match AdjacentConstruction Color and Finish (i.e., If Ceiling Mounted Provide Color/Finish To Match Ceiling System Color/ Finish), Typical Unless NotedOtherwise. General Contractor To Submit Samples For ArchitectsReview.12.Electrical Contractor To Furnish and Install Foam Rubber Gaskets onInside Ceiling Plates or Recessed Exit Lights To Contain Light Leak.13.Electrical and Millwork Contractors To Coordinate Heights andlocations of All Light Fixtures and Service Connections To BeInstalled In or on Millwork; Architect To Approve Finishes and Colorsof Cover Plates To Be Installed in Millwork; General Contractor ToCoordinate.14.See Lighting Fixtures Schedule For Fixture Description,Manufacturer, Lamp Type and Comments.15.All Lamping of All Lighting Fixtures To Be Provided by ElectricalContractor as Specified, Typical Unless Noted Otherwise. ColorTemperature of New Lamps Shall Match Existing, V.I.F.Doors & Hardware1.Unless Noted Otherwise, All Hinge Sides of Door Frames AdjacentTo a Perpendicular Partition and/ or Angled Partition are To Be 3"From Outside Edge of Door Frame To Finish Face of The Partition,Typical Unless Noted Otherwise.2.All Doors Noted on Plan Drawings Without Door Numbers are To BeProvided/ Installed by Millworker. Provide Frame as Noted/ Detailed.If No Frame is Noted and/ or Detailed, Provide Painted (To MatchCeiling Grid at Acoustical Ceiling and/ or Gypsum Board at GypsumBoard Ceiling) Wood Header (2" Wide) in Ceiling, Flush WithFinished Ceiling System and Wall To Wall Millwork Door HardwareSupport/ Attachment, Typical. Provide Typical Ceiling Trims ToHeader, i.e., Trim Angle at Acoustical Tile Ceiling and Butt Trim Moldat Gypsum Board With 1/4" Caulking on Each Side of Header.3.Upon Installation of Door Frames, Fill and/ or Caulk Any/ All Gaps,Holes, Voides, Etc. Between Door Frame and Wall System, Typical.Caulk To BE Paintable.4.Provide Ball Bearing Hinges For All Doors/ Conditions With DOorClosures, Typical.5.Silencers Shall Be Provided and Installed By General Contractor andShall Be of Color To Match Frame To Which it is Applied. SubmitSamples To Architect For Review.6.General Contractor To Coordinate and Provide Door Stop Risers asRequired. Floor Stop Riser Heights May Vary Due To SlabConditions and Finish Flooring. Riser To be Full Width Of Floor StopBase. Door Shall Touch a Minimum of 75% of Floor Stop BumperFace, Typical.7.Any/ All Thresholds as Specified, Noted, Indicated, Etc. are ToInclude and/ or Be Supplied as Follows:A.To Be Continous From Jamb To Jamb and/ or Wall To Wall.B.End Conditions To Be Tightly Cut/ Scribed To Match Shape/Profile of Jamb/ Wall Without Any Gaps, Holes, Voids, Etc.C.Provide Any/ All Require Accessories as Required To Installa Complete System (i.e., Weather/ Sound Strip-ping,Sealant, Blocking, Firestopping, Etc.)D.For Threshold Conditions That Include Floor Closures,Provide Threshold Shape and/ or Accessories as RequiredTo Cover/ Conceal Closure. Cover Over Closure ToMaintain Threshold Profile, Shape, Appearance, Etc., WithMitered Corners and/ or Joints.E.Provide Fire-Rated Thresholds Assemblies as Required PerDoor/ Frame Rating.8.All Hardware Shall Be Provided and Installed by The GeneralContractor Except as Follows:A.General Contractor Shall Provide and Millworker Shall InstallAll Hardware on Doors and Frames Supplied By Millworker.9.All Base Plates For Door Pivot Hinges To Be Below Carpet or OtherFinish Flooring and Top of Base Plates For Door Pivot Hinges To BeInstalled Flush With Top of Concrete Slab. Rout Out Slab andProvide Pivot Spindle Lengths as Required, Typical. GeneralContractor To Coordinate.10.When Applicable General Contractor To Coordinate All/ AnyHardware Requiring Electrical Power (Both High and low Voltage)With Hardware Supplier Manufacturer, Installer and With Millworker,Electrical and Security Contractors, Typical.11.Provide and Install Door Strike "Dust Box" at All Door Frame StrikePlates -Typ.12.When Applicable General Contractor To Coordinate Key CardAccess Control Systems With Base Building Door Hardware,Electrical Contractor and All Other Trades and Construction asRequired.Millwork Notes1.Provide All Blocking, Shims, Etc. as Required For The Attachment,Installation, Etc. of All Millwork and To Also Maintain Level and plumbin Both Vertical and horizontal Directions, Typical. GeneralContractor To Coordinate With All Trades.2.Provide Grommet Holes With Cover Plate Where Indicated onDrawings. Exact Locations To Be Shown/ Noted on Millwork ShopDrawings, Typical.3.General Contractor To Coordinate Locations of Electrical and Voice/Data Devices, Plumbing, Etc., Mount Within and/ or on Millwork WithElectrical, Plumbing, Etc., Contractors and Millworker, Typical.4.Provide "Solid Colored" Plastic Laminate on All Exposed Edges ofPlastic Laminate Covered Cabinets, Work Surfaces, Shelves, Etc.Typical.5.MillWork Contractor Shall Shim All MillWork Installed Against Non-Millwork Construction as Required.6.Millwork Contractor Shall Show All Plastic Laminate, Joints, "SolidCore" Plastic Laminate Versus Plastic Laminate, and All Seams/Edges For All Plastic Laminate Covered Millwork on The ShopDrawing Submittals, Typical.7.Provide Finished Scrube Strips and Finished Millork Edges ToCreate a Finished Reveal Condition Where Millwork Counters,Cabinets, Etc. Abut Adjacent Construction, Typical Unless NotedOtherwise. All Exposed Reveal Surfaces and Edges to Havematching Color and Finish, Typical.8.All Millwork Work Counters are 2'-6" Wide, Typical Unless NotedOtherwise.9.Plastic Laminate and/ or Veneer For Design and/ or DetailingPurposes. General Contractor and Millwork Contractor are RequiredTo Provide, Install, Etc., All Plastic Laminate and/ or Veneer ToCover All Other Exposed Areas, Cabinet Interiors, Edges, Etc., andTo Provide All Required Balance Matching. All Color Finish andGraining To Match Face Color, Finish and Graining, Typical.10.Dimensions Shown at Elevations For Heights of Counters WithPedestal File Cabinets (By Owner and/ or Contractor) are ClearHeight To Underside of Shim. Millwork Contractor To CoordinateWith Architect and General Contractor.11.Millwork Contractor Shall Submit Detailed Shop Drawings ToArchitect For Written Approval Prior To Commencement ofFabrication.12.MillWorker Shall Provide Architect With Samples of Each Finish ForWritten Approval and Any Additional Samples Required By ArchitectPrior To Commencement of Fabrication.Power, Communications & Equipment Notes1.Dimensions For Device Locations, Enlarged plan Targets, DetailTargets, Etc. are noted on Power and Communication Plans.Dimensions, Targets, Etc. That Are Typical For Many Areas areNoted Only Once. If Receptacle/ Device Location Dimensions areNot Noted, Notify Architect For Dimension, Typical.2.All Electrical Service (Both High and Low Voltage), Security Cabling,Voice Cabling, Data Cabling, Etc. Shall Be Run In a MannerApproved By The Local Authorities Have Jurisdiction, Typical.However, Voice Cabling and Data Cabling, If Allowed By Code andApproved By Authorities Having Jurisdiction, May Run in CeilingPlenum Areas Only Without Conduit, Prvided That The CablingWires, Etc. Are of Approved Type and Are Distributed/ Routed By anApproved Wire Management System. Note However, All WiringCabling, Etc., Must Run in Conduit in Walls.3.Electrical and Conduit Installation Shall Comply With the BuildingCode of new York State including Referenced National Electric Code.(Current Versions)4.All Electrical Lighting, Outlets, Devices, and Other Equipment areShown For Location Purposes Only. Refer To EngineeringDocuments For Technical Specifications.5.General Contractor To Coordinate All Electrical Trades and New/Existing Construction. Patch Any Construction Removed ForInstallation of New Electrical Work in Existing Construction.6.General Contractor To Coordinate Installation(s) or All ElectricalSystems and Their Associated Components With ArchitecturalDetail(s), Finishes, Etc. and All Other Trades.7.All Dimensions Indicating Locations of Floor Cores, Wall Outlets,Devices, Etc. of Gang of Devices are To Center Lines of Device and/or Center Line of Ganged Devices, Typical Unless Noted Otherwise.8.Verify With The Architect The Location of Remote Power Panels,Disconnect Switches, Special Panels, Thermstats, Switches, Alarmsor Any Device Exposed To View and Not Shown on The ArchitecturalDrawings. Installer To Submit Catalogue Cut of Same To TheArchitect For Design Approval Only.9.General Contractor To Coordinate Locations of Floor PenetrationsWith Layout of Wall Partitions. All Coring Locations To Be ApprovedBy The Building Owner, Building Architect and Building StructuralEngineer. All Plumbing, Systems Furniture and Floor MonumentCoring Locations To Be Chalk Marked and Reviewed With TheArchitect Before Coring. Should Any Core Interfere With ExistingBuilding Structural, Electrical, HVAC or Sprinkler Line Locations, it isThe Responsibility of The Contractor To Notify The ArchitectImmediately So That The Core Can Be Appropriately Relocated.10.Devices Mounted in Walls Shall Not Be Installed Back To Back ButInstead Should Be Staggered With a Minimum of 2" Clearance. WallInsulation Shall Be Woven Between Oulets Staggered Back To Back.Back and Sides of All Outlet Rough-In Boxes Shall Be Sealed WithAcoustical Sealant, Typical.11.Provide Plaster Rings/ Extensions as Required For Electric andVoice/ Data J-Boxes Within Gypsum Board Walls For ProperApplication/ Installation of Device Finish Cover Plate, Typical.General Contractor To Coordinate, As Required, Voice/ Data,Electrical and Consultants. Receptacles and/ or Cover Plates To BeFlush With Finish Face of Millwork, Typical. General Contractor ToCoordinate, Typical.12.General Contractor To Coordinate All Electrical and SecurityHardware issues, Service, Installation, Wiring, Etc. With HardwareSupplier, Millworker, Electrical Contractor, Security Contractor,Manufacturer, Installer, Etc., Typical.13.General Contractor To Coordinate Locations of Electrical andTelephone Outlets Mounted Above Millwork Counters and WithinMillwork Cabinets With Millwork Contractor, Typical. 14. SeeReflected Ceiling Plan Notes For Additional Information andRequirements.14.General Contractor To Coordinate location of Whips and JunctionBoxes For Electric Service at Millwork For Task Light Fixtures,Equipment, Devices, Etc. With All Other Trades, Typical. Whips Mustnot Be Exposed To View or Hang Below Millwork, Etc. If Whips and/or J-Boxes Require Relocating Due To Coordination and/ or VisualIssues, Patch, Repair, Finish, Etc. Gypsum Board, Millwork, Etc. ToMatch Adjacent and Orginal Construction, Typical.15.Where Electrical Work is Specified in Conjunction With Millwork, TheWork Shall Be Provided By the Electrical Contractor. Cutouts ForSwitches, Outlets, and Other Electrical Devices Required are To BeProvided by Millwork Contractor and Shall Be Review By TheArchitect.Emendation Schedule NOTE: x=24" PREFERREDY=12" MIN. IF DOOR HAS BOTH A CLOSER AND LATCHPULL SIDEPUSH SIDEFRONT SWING DOOR APPROACH -CLEARANCESNOT TO SCALEFRONT POCKET DOOR APPROACH -CLEARANCESNOT TO SCALEAPPROACHAPPROACHHINGE SIDEAPPROACHLATCH SIDE APPROACHNOTE:X=12" MIN. IF DOOR HAS BOTH A CLOSER AND A LATCHY=48" MIN IF DOOR HAS BOTH A CLOSER AND A LATCHNOTE: X=42" MIN IF Y=54" MIN. PULL SIDEPUSH SIDEHINGE DOOR SWING APPROACH -CLEARANCESNOT TO SCALEAPPROACHFRONT SIDEAPPROACHFRONT POCKET DOOR APPROACHNOT TO SCALETURNING RADIUS DETAILNOT TO SCALEPUSH SIDEPULL SIDELATCH SIDE DOOR APPROACHNOT TO SCALENOTE:X=48" MIN. IF DOOR HAS BOTH A CLOSER AND LATCHY=54" MIN. IF DOOR HAS BOTHA A CLOSER AND LATCHVESTIBULE AND CORRIDOR DOOR CLEARANCESNOT TO SCALEREACH CLEARANCESNOT TO SCALE(X)18" MIN.60" MIN.(Y)12" MIN48" MIN22" MIN42" MIN42" MIN24" MIN(Y)60" MIN(X)36" MIN (X)12" MIN(Y)42" MIN22" MIN48" MIN60" MIN60" MIN(X)42" MIN24" MIN(Y)48" MIN24" MIN60" MIN60" MINDOORWIDTH48" MIN60" MINDOORWIDTH48" MINDOORWIDTH60" MIN3' - 8"48"48"21" MIN9" MINADJUSTABLERANGEGRAB BAR LOCATIONSPROTRUDING DISPENSERS BELOW GRAB BAR17" - 19"WALL SURFACE1 1/4" TO 1 1/2" DIA. GRAB BAR36" TO FIN. FLR.GRAB BAR SECTIONNOTES1. Grab bars shall be 1-1/4" to 1-1/2" indiameter with 1-1/2" clearance to wall.2. Bar fasteners and mounting support shallbe able to withstand 250 LBS. point load inbending, shear tension. Rotation in fitting notallowed.3. Surface of wall adjacent to grab bar is to befree of sharp or abrasive elements.18" MIN39" - 41"33" - 36"42" MIN12" MAX39" - 41"54" MIN12" MIN24" MIN33" - 36"CL18" MIN24" MIN42" MAX1 1/2" MINOUTLET OF DISPENSERS TO BE LOCATED IN RANGES SHOWN BELOWPROTRUDING DISPENSERS ABOVE GRAB BAR24" MIN36" MAX48" MAX12" MIN33"RECESSED DISPENSERS 18" MIN24" MIN42" MAX48" MAX36" MAXSOAPDISPENSERELECTRIC HAND DRYER34" MINLAVATORY ACCESSORIES TO BE LOCATED IN RANGES SHOWN BELOWMIRROR40" MAX44" MAXPAPER TOWEL DISPENSER AND WASTE BASKETReflective Surface700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910G103General NotesMaguireHonda ofIthaca,VVXHIRU3HUPLW315 Elmira Rd.Ithaca, NY 148501905BCOMMUNICATION AND DATA NOTES1.ALL DATA CABLING, JACKS, TERMINATIONS AND RECEPTACLESTO BE PROVIDED AND INSTALLED BY CABLE INSTALLER.ELECTRICAL CONTRACTOR TO PROVIDE ALL ROUGH-IN ANDCONDUIT RUNS FOR CABLING, TYPICAL UNLESS NOTEDOTHERWISE.2.WHEN APPLICABLE; FOR VOICE/DATA POWER REQUIREMENTSIN VOICE/DATA CLOSETS, SEE TELECOMMUNICATIONCONSULTANT AND/OR ELECTRICAL ENGINEERS DRAWINGS,TYPICAL.3.ALL VOICE/DATA AND VOICE BOXES, JACKS, ETC. TO BEMOUNTED 15" AFF ON WALL, TYPICAL UNLESS NOTEDOTHERWISE (IE., WALL MOUNTED TV WITH HEIGHT AS NOTED).SECURITY NOTES1.WHEN APPLICABLE; GENERAL CONTRACTOR TO COORDINATECARD KEY ACCESS CONTROL SYSTEMS WITH DOORHARDWARE, ELECTRICAL CONTRACTOR, BASE BUILDING ANDALL/ANY OTHER TRADES OR CONSULTANTSPLUMBING NOTES1.GENERAL CONTRACTOR TO COORDINATE ALL PLUMBINGFIXTURES INCLUDING THEIR INSTALLATION WITH ALL OTHERTRADES, IE., WITH MILLWORKER FOR CUTOUTS OF SINKS, HOTWATER HEATERS, ETC. IN MILLWORK; ELECTRICALCONTRACTOR FOR PLUMBING FIXTURES REQUIRING POWERAND/OR FOR ELECTRICAL FIXTURES REQUIRING WATERHOOKUPS; GYPSUM BOARD CONTRACTOR FORSUPPORTS/BLOCKING, ETC.2.SEE ARCHITECT'S AND WHEN APPLICABLE ENGINEER'SDRAWINGS FOR PLUMBING, TOILET, ETC. FIXTURE SCHEDULESAND ADDITIONAL INFORMATION, TYPICAL.COLOR AND MATERIAL NOTES1.DIMENSIONS, LOCATION OF FINISHES, ENLARGED PLANTARGETS, DETAIL TARGETS, ETC. ARE NOTED ON FINISH PLANDRAWINGS, DIMENSIONS, TARGETS, ETC. THAT ARE TYPICALFOR MANY AREAS ARE NOTED ONLY ONCE.2.SEE POWER, COMMUNICATION AND EQUIPMENT PLAN NOTESFOR ADDITIONAL DEVICE AND COVER PLATE FINISH/COLORINFORMATION, TYPICAL UNLESS NOTED OTHERWISE.3.ALL INTERIOR FLOOR, WALL AND CEILING FINISHES AND TRIMOF PUBLIC AREAS TO COMPLY WITH CLASS 1 AND/OR CLASS AMATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25,SMOKE DEVELOPED 200, ALL INTERIOR FLOOR, WALL ANDCEILING FINISHES AND TRIM OF NONPUBLIC AREAS TO COMPLYWITH CLASS 2 AND/OR CLASS B MATERIAL CLASSIFICATION;FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450.4.FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS 1AND/OR CLASS A INTERIOR FLOOR FINISH REQUIREMENTS;CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARECENTIMETER OR HIGHER. FLOOR COVERINGS OF NON-PUBLICAREAS TO MEET CLASS 2 AND/OR CLASS B INTERIOR FLOORFINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PERSQUARE CENTIMETER.5.WHEN APPLICABLE; EXISTING BUILDING DOORS AND FRAMESAND ALL ELEVATOR DOORS AND FRAMES AT CORE LOCATIONSSHALL BE PAINTED TO MATCH ADJACENT WALL COLOR(SATINFINISH), TYPICAL UNLESS NOTED OTHERWISE.6.PROVIDE PRIME COAT ONLY BEHIND AREAS TO BE COVEREDWITH MILLWORK, FILE CABINETS, WALL COVERINGS, PANELS,ETC. TYPICAL UNLESS NOTED OTHERWISE.7.PROVIDE FINISH PAINT AT ALL WALL AREAS THAT AREEXPOSED BEHIND ANY APPLIED MILLWORK PANELS,CONSTRUCTION, ETC. DUE TO REVEALS, JOINTS, ENDCNDITIONS, ETC., TYPICAL.8.PROVIDE TWO COATS OF CLEAR ACRYLIC SEALER ONCONCRETE FLOOR UNDER ALL ROOMS WHERE RAISEDFLOORING OCCURS.9.WHEN APPLICABLE PROVIDE TWO COATS OF CLEAR ACRYLICSEALER "CURE-N-SEAL" ON EXPOSED CONCRETE FLOORS ATALL VOICE/DATA AND/OR COMMUNICATIONS ROOMS/CLOSETSWITHOUT ANY SCHEDULED FLOOR FINISH.10.PROVIDE DOOR SILL/TRANSITION STRIPS AT FLOORINGMATERIAL CONDITIONS / TRANSISTIONS AS SHOWN ON THEFINISH PLANS AND WHEN APPLICABLE; PER FLOOR MATERIALTRANSITION DETAILS.ACCESSIBILITY NOTES1.WHEN INDICATED; ALL CONTROLS AND OPERATINGMECHANISMS TO COMPLY WITH ICC A117.1 LATEST EDITION(TYP.).2.WHEN APPLICABLE: IN ASSEMBLY OR SEATING AREAS PROVIDE5% OR AT LEAST ONE TABLE (WORK SURFACE) TO COMPLYWITH ICC A117.1 LATEST EDITION (TYP.) WILL BE MADEACCESSIBLE.3.PROJECT TO COMPLY TO ALL ICC A117.1 LATEST EDITION(TYP.),EQUIPMENT NOTES1.GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR TOVERIFY WITH EACH MANUFACTURER OF EQUIPMENT FOR ALLSPECIAL REQUIREMENTS (IE., PROVIDING AND INSTALLINGSPECIAL RECEPTACLES, ATTACHING END CONNECTORS ONCABLES, PIPING TO MACHINES, ETC.)2.SHOULD DISCREPANCIES IN EQUIPMENT INFORMATION OCCUR,NOTIFY ARCHITECT AND CONSULT MANUFACTURER'SINSTALLATION INFORMATION.3.PROVIDE ELECTRICAL AND PLUMBING HOOKUPS FOREQUIPMENT AS REQUIRED PER THE EQUIPMENT,MANUFACTURER AND CODE.DEVICE NOTES1.ALL DEVICES AND/OR SWITCHES ARE TO BE GANGED WITH ASINGLE DEVICE AND/OR SWITCH COVER PLATE WITH ENGRAVEDTEXT AS SELECTED BY ARCHITECT, TYPICAL UNLESS NOTEDOTHERWISE. GENERAL CONTRACTOR TO SUBMIT SHOPDRAWINGS INDICATING TEXT, SIZE, LOCATION, ETC., FORARCHITECTS REVIEW.2.FOR GANGED SWITCHES AND COVER PLATES, BUTT DIMMERSAND SWITCHES TOGETHER WITHIN SAME GANG BOX, TYPICALUNLESS REQUIRED TO BE SEPARATE BOX (EG., LOW VERSUSHIGH VOLTAGE); HOWEVER, IF A GANG OF SWITCHES REQUIRESEPARATE BOXES (IE., DUE TO LOW VERSUS HIGH VOLTAGE),INSTALL BOXES AS TIGHT AS POSSIBLE AND PROVIDE COVERPLATE WITH ENGRAVED TEXT, TYPICAL.3.PROVIDE ISOLATED GROUND ("IG") RECEPTACLES (ORANGE INCOLOR AND/OR COMPUTER GRADE CIRCUIT RECEPTACLES TOBE AND/OR FOR TYPICAL COMPUTER EQUIPMENT AS SHOWN -SEE ENGINEERS AND CONSULTANT DRAWINGS FOR ADDITIONALINFORMATION, TYPICAL.4.UNLESS NOTED OTHERWISE, PROVIDE FINISH OF RECEPTACLESFOR WALL MOUNTED SWITCHES, RECEPTACLES, DIMMERS,VOICE/DATA DEVICES, THERMOSTATS AND ANY OTHER DEVICETO MATCH ADJACENT WALL FINISH COLOR (REFER TO FINISHPLANS); EXAMPLE:A.STANDARD COLORS WHEN MOUNTED ON PAINTEDWALLS OR BASE (CONTRACTOR TO SUBMIT STANDARDCOLORS FOR ARCHITECT TO REVIEW AND LOCATE).B.BROWN WHEN MOUNTED ON WOOD VENEER WALLS ORBASE (ARCHITECT TO APPROVE).C.ORANGE FOR COMPUTER GRADE CIRCUITS AND/ORRECEPTACLES.D.GREY FOR DEDICATED CIRCUITS AND RECEPTACLES.5.UNLESS NOTED OTHERWISE, PROVIDE COVER PLATES FOR ANYDEVICE TO MATCH ADJACENT WALL FINISH COLOR AS NOTEDBELOW, TYPICAL:A.PROVIDE PAINTABLE PLATE TO BE PAINTED TO MATCHADJACENT WALL FINISH COLOR.B.FOR GANGED PLATES THAT REQUIRE TEXT AND/OR APLATE TYPE THAT CANNOT BE PAINTED, PROVIDECOLORED PLATE TO MATCH ADJACENT WALL COLOR ORSUBMIT COLOR SAMPLE RANGES TO ARCHITECT FORREVIEW AND SELECTION.C.FABRIC AND/OR VINYL COVERED WHEN MOUNTED ONFABRIC AND/OR VINYL WALLS.D.METAL WHEN MOUNTED ON WOOD. FINISH/TYPE OFMETAL TO BE STAINLESS STEEL.E.PAINT ALL VISUAL ONLY & VISUAL/ AUDIO FIRE DEVICESTO MATCH ADJACENT WALL. REFER TO ARCHITECTUREDRAWINGS6.SEE FINISH PLAN DRAWINGS, FINISH PLAN NOTES AND FINISHSCHEDULE FOR ADDITIONAL DEVICE AND COVER PLATEFINISH/COLOR INFORMATION.7.ALL SWITCHES TO MATCH IN MANUF./STYLE WHEN GANGED ALLDEVICES SHALL HAVE WALL BOX INSTALLED SO AS TO ALLOWTHE FACE PLATE OF ALL DEVICES TO BE FLUSH WITH ADJACENTWALL SURFACE, UNLESS WATTAGE REQUIREMENTS DICTATE.OTHERWISE.8.UNLESS NOTED OTHERWISE, ALL WALL RECEPTACLES AND/ORDEVICES ARE TO BE MOUNTED 15" AFF AND VERTICALLY. ALLRECEPTACLES/DEVICES ABOVE 15" AFF TO BE MOUNTEDHORIZONTALLY. PLAN DIMENSIONS OF A CLUSTER OF DEVICESARE TO CENTER LINE OF CLUSTER. PROVIDE 6" (MAXIMUM)CENTER TO CENTER BETWEEN ADJACENT DEVICES WITHIN AGIVEN CLUSTER. SHOULD ANYTHING PREVENT THE DEVICEFROM BEING INSTALLED IN THE LOCATION INDICATED, IT IS THERESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THEARCHITECT IMMEDIATELY SO THAT THE DEVICE CAN BEAPPROPRIATELY RELOCATED. ALL COVER PLATES ARE TO BEINSTALLED TRUE AND LEVEL.9.ALL FLOOR MONUMENTS OR DEVICES SHALL BE INSTALLEDAFTER THE CARPET IS LAID. ALL CUTTING OF CARPET FORFLOOR OUTLETS SHALL BE BY CARPET CONTRACTOR ANDCOORDINATED WITH THE ELECTRICAL CONTRACTOR.10.ALL POWER AND COMMUNICATION OUTLETS & THERMOSTATSON COLUMNS ARE TO BE CENTERED AND GROUPED TOGETHER,U.N.O.11.COORDINATE OUTLET LOCATIONS ABOVE WORK COUNTERSWITH SHELF STANDARDS LOCATIONS.12.PROVIDE GROUND FAULT CIRCUIT INTERUPTERS (GFCI) SHALLBE PROVIDED AT THE FOLLOWING MIN. LOCATIONS:A.BATHROOMS: ALL RECEPTACLESB.GARAGES AND ACCESSORY BUILDINGS: DEFINED ASSTRUCTURES THAT HAVE A FLOOR LOCATED AT ORBELOW GRADE LEVEL NOT INTENDED AS HABITABLEROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS,AND AREAS OF SIMILAR USE.C.OUTDOORS: ALL RECEPTACLES, WITH ONE EXCEPTION:RECEPTACLES THAT ARE NOT READILY ACCESSIBLE ANDARE SUPPLIED BY A DEDICATED BRANCH CIRCUIT FORELECTRIC SNOW-MELTING OR DEICING EQUIPMENT.D.UNFINISHED BASEMENTS: UNFINISHED BASEMENTS AREDEFINED AS PORTIONS OR AREAS OF THE BASEMENTNOT INTENDED AS HABITABLE ROOMS AND LIMITED TOSTORAGE AREAS, WORK AREAS, ETC...E.CRAWL SPACES -UNFINISHED AREAS LOCATED AT ORBELOW GRADE LEVEL; SAME GFCI REQUIREMENTS ASBASEMENTS.F.KITCHENS -ALL RECEPTACLES SERVING COUNTERTOPAREAS AND ANY RECEPTACLE WITHIN 4 FEET OF A SINK.G.LAUNDRY, UTILITY, AND WET BAR SINKS -WHERERECEPTACLES ARE PLACED WITHIN SIX FEET OF THEOUTSIDE EDGE OF THE SINK.H.POOL/SPA AREAS: GFCI PROTECTION FOR LIGHTS ANDLIGHTING OUTLETS; RECEPTACLES FOR PUMPS; ALLRECEPTACLES WITHIN 20 FEET OF A POOL, SPA, ORFOUNTAIN; AND POWER SUPPLY FOR A POOL COVER.Emendation Schedule A2004GA2008GA2001EA2001DA2003DA2001GA2001AA2001HAD1054GAD1058GAD1051EAD1051DAD1054CAD1051GAD1051AAD1051HMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEA5011AA5018AA5011EA5041EA5041D3D3EA5015E8E1D5D1A3012A3014BA3053A3021A3022A3028DA60053A6002A6001A600675D8D8E5E1A1C1A1CServiceReception106ServiceCenter107ServiceManager108CustomerLounge103Info Center102bVestibule101Closet102dOffice114F & I113Women104Men105Admin117BodyshopManager121Tech Parts120F & I112Office111BreakRoom110Toilet110aVehicleDeliveryCenter102aServiceGarage122Kids Area102cWash Bays125Dry Bay126Hall124Oil Storage123BreakRoom127Men128Women129EstimatingBays130CollisionCenter131Body Shop132Vestibule133Office134Paint135INT Bar103aQuietLounge103bFeatureVehicle102fA5041BA5041A3B3A5B8B5A8AA6004L1031DL1035DL1036ASpecialTools122aPartsReceiving119MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEPHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 3PHASE 1PHASE 3PHASE 3PHASE 3PHASE 3 PHASE 3 PHASE 3PHASE 3PHASE 3 PHASE 3PHASE 3PHASE 3PHASE 3PHASE 3 PHASE 3PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1 PHASE 1PHASE 1PHASE 1PHASE 1PHASE 1PHASE 2PHASE 2 PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2PHASE 1PHASE 1PHASE 1PHASE 1PHASE 2PHASE 2PHASE 2PHASE 2PHASE 2 PHASE 2PHASE 3PHASE 3PHASE 3PHASE 3PHASE 3PHASE 1PHASE 1PHASE 1PHASE 1700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910G105Reference SheetMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/32" = 1'-0"1Architectural - Reference PlanEmendation Schedule KOSOSDD OS OS OSDTCWPVSTWP CBTC SOS OS OSVSOSVSVSVSVS VSVSVSWork Area Classification LegendRepairAlteration Level 1Alteration Level 2Existing -Not in Scope of ProjectNew Addition700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910G106Work Area PlansMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/64" = 1'-0"11st Floor - Work Area Plan3/64" = 1'-0"2Mezzanine - Work Area Plan3/64" = 1'-0"3Roof - Work Area PlanEmendation Schedule KDOSOSDD OS OS OSDTCWPWPVSTWP CBTCRt. 13Elmira Rd.ONE WAYONE WAYTWO WAYONE WAYONE WAYTWO WAYTWO WAYTWO WAYTWO WAYTWO WAYTWO WAYSW-2 ZoneR2-a ZoneSW-2 ZoneR2-a ZoneSW -2 ZoneR2-a ZoneExisting BuildingSawcut EdgeSawcut EdgeSawcut EdgeSawcut EdgeONE WAY3333354622158' - 4 1/2"67' - 5 3/4"7777777888Landscape Demolition Keynotes3Sawcut and remove existing asphalt pavement andsubbase for new curb and landscaping4Sawcut and remove existing asphalt pavement andsubbase for new sidewalk5Sawcut and remove existing curb and sidewalk for newsidewalk and asphalt in this area. Refer to L1016Existing asphalt to be patch and repaired as needed fornew foundations and concrete in indicated area. Refer toL1012Existing canopy to be removed. Prep for new canopy inexisting location.1Existing cylinder / store entrance to be removed. Prep fornew cylinder in existing location.7Shrubs, Grass and Plantings to Be Removed For NewHealthier Plantings. See L1028Remove Asphalt and Provide Trench From Roof LeaderTo Storm Drain.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910L001DDemolition SitePlanMaguireHonda ofIthaca,VVXHIRU3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1" = 20'-0"1Demolition - Site PlanEmendation Schedule S 64°59'45''W127.66'APPROPRIATION TO THECITY OF ITHACA, 454756-001MAP NO.92, PARCEL 118END OF CHAIN LINKFENCE CLEAR 1.7'±FORMER NORTH LINEOF McCORMICK FARM& CURRENT TAX MAP LINECONCRETEHEADWALLTHIS LINE REPRESENTS THE NORTHLINE OF ADJOINING LAND OWNERSESTABLISHED PER OLD PIPES FOUND,ALSO THE CURRENT TAX MAP LINEOBTAINED BY QUITCLAIM DEEDSEE INSTRUMENT No. 549335-006CURRENT DEED LINEOF SKIBINSKICURRENT DEEDLINE OF DEMAUROCURRENT DEEDLINE OF ENRIGHTSTIPPLED AREA REPRESENTS ANAPPARENT GORE NOW ORFORMERLY CLAIMED BY INK.CURRENTLY ASSESSEDTO 315 ELMIRA ROAD LLCAREA=0.177 ACRESTALL BOARDFENCEOLD SPENCERROADSOUTHMEADOWST.EXTENSIONELMIRAROAD(NYS ROUTE13)132251.0 Sq.Feet3.036Acres7771.5 Sq.Feet0.178Acres25.52'8.27'36.09'1.4'±53.8'±S 27°55'33''E35.58'SANITARY SEWER LINE, 10' WIDE EASEMENTSEE 431/249, 431/252431/255APPROX. LOCATIONGAS LINE, SEE 483/87NYSE&G EASEMENTSEE 471/890RIM=400.1'RIM=3990.1'N 59°16'02''E220.50'N 64°13'35''E108.00'S 63°52'24''E379.85'S 64°15'01''E69.95'S 33°55'00''W53.50'N 64°41'38''W60.19'S 41°36'02''W61.98'S 66°34'02''E82.00'N 27°19'57''W35.39'N 62°36'48''W101.10'N 69°41'31''W370.28'N 27°55'33''W20.73'N 70°01'02''W114.08'S 31°23'32''E86.88'S 71°08'31''E444.21'TOTALHOUSENo.504KBM PROPERTIES LLC(R.O.)2014-15079"DEED TO CROADEXCEPT &RESERVEALL EXISTINGPUBLICHIGHWAY &UTILITYRIGHTS OFWAY."LR/WNOTES:1) EASEMENT TO NYSE&G AND CERACCHE TELEVISIONCORP. AND N.Y. TELEPHONE AND CITY OF ITHACA 20'WIDE RECORDED IN BOOK 567 AT PAGE 138.PRECISE EASEMENT LOCATIONUNKNOWN.2) EASEMENT TO NYSE&G 10' WIDE RECORDED INBOOK 570 AT PAGE 677. THIS EASMENT NOTPLOTTABLE.3) 8" OF SNOW COVER AT TIME OF UPDATE SURVEY1/16/2018. PLANAMETRIC FEATURES MAY NOT BELOCATED DUE TO THESECONDITIONS.4) ALL UNDERGROUND UTILITIES SHOWN HEREON AREAPPROXIMATE LOCATION ONLY, VERIFY IN FIELD PRIORTOCONSTRUCTION.97.37'16.71'PINFOUNDFOUNDPINPINFOUNDOLDPIPEFOUNDFOUNDOLDPIPE93.00'HIGHWAYLINEFACE OFCURBCONCRETEWALK22.00'306.18' P TOP51.67'TALL BOARD PRIVACYFENCE32.67'49.33'75.00'GRAVELDRIVEOLDPIPEFOUNDLEGEND-COMPUTEDPOINT-PINFOUND-PIPE FOUND UNLESSNOTED-UTILITYPOLE-LIGHTPOLE-MANHOLEASPHALTSURFACESURFACEASPHALTBUILDING No.315(AUTO SALES AND SERVICE CONCRETE BLOCKBUILDING)73.6'±61.2'±87.1'±SHEDR/WR/W(3 ROD RIGHT OFWAY=49.5')PRESENTCENTERLINE153'CENTERLINEPROPERTY LINE RUNS ALONG CENTERLINE OFBROOKRATTANASENGCHANH(R.O.)718/244CITY OF ITHACA(R.O.)ENRIGHT(R.O.)493/1041DEMAURO(R.O.)2016-02089SKIBINSKI(R.O.)2017-02149BENEDICT(R.O.)2014-133694.2'±13.8'±1.2'±471/183616/762602/473471/183470/922471/183470/922TAX MAP No.122-2-2TAX MAP No.122-2-13471/183S 70°01'02''E385.92'N 44°03'08''E106.89'S 67°01'09''E23.02'THIS STRIP OF LAND IS DESCRIBED ASA 30' STRIP RESERVED IN A DEED FROMPATRICK D. COULEY TO GEORGE W. INKAS RECORDED IN DEED BOOK 165 ATPAGE 70. CURRENT DEED TO 315ELMIRA ROAD LLC. CALLS FOR THE CENTEROF THE BROOK.SEE INSTRUMENT No. 549335-007CURBCUT3.0'±4.3'±4.3'±3.2'±1.4'±HOUSENo.506EDGE OFPAVEMENTEDGE OFPAVEMENT64.54'22.34'PRESENTCLINTERSECTION135.82'87.56'220.83'FACE OFCURBGUARDRAILSURFACEGRAVELGRAVELSURFACECONCRETEPARKINGGRAVELSURFACEEDGE OFPAVEMENTSURFACECONCRETEAUTOZONE STOREBUILDINGCHAIN LINKFENCEPGRAVELPARKINGASPHALTLANEGARAGEHOUSENo.51627.60'(AUTO BODYSHOP)SIGNCOR.PILLAR0.6'± INHIGHWAYLINEFACE OFCURBTAX MAP No.122-2-13TAX MAP No.122-2-2PIPEFOUND(2009)CONCRETEWALKFACE OFCURBTAX MAP No.122-2-13TAX MAP No.122-2-2(2009)FACE OFCURBCURBCUT(2009)(2009)26' - 1 1/2"35' - 9 1/2"Existing Site LegendExisting Main Lot109343 sfExisting Secondary Lot 33810 sfExisting Building Total27870 sf Proposed Building Addition 916 sfFront yard exacerbated 35.8' along Elmira RdLot Area143810 sfExisting Lot Coverage19.38%New Lot Coverage20.01%700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910L100Existing Site PlanMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1" = 30'-0"1Site Survey_ExstEmendation Schedule KOSOSDD OS OS OSDTCWPVSTWP CBTC SOS OS OSVSOSVSVSVSVS VSVSVS 3Customer32Display8Employee8Employee8Service4Service(9'x20')20Display8Service8Service7Service10Display82Display(9'x16')7Customer2Display /DeliveryRt. 13Elmira Rd.4Customer6CustomerONE WAYONE WAYTWO WAYONE WAYONE WAYTWO WAYTWO WAYTWO WAYTWO WAYTWO WAYTWO WAYSW-2 ZoneR2-a ZoneSW-2 ZoneR2-a ZoneSW -2 ZoneR2-a ZoneDrive Aisle17' - 8 1/4"Min. Setback50' - 0"Min. Setback50' - 0"Min. Setback50' - 0"Yard11' - 1 1/2"Min. Setback10' - 0"Min. Setback10' - 0"M in. Setback25' - 0"Min. Setback10' - 0"Min. Setback10' - 0"Min. Setback10' - 0"Min. Setback10' - 0"Min. Setback15' - 0"Max. Setback34' - 0"Min. Setback15' - 0"M ax. Setback34' - 0"Yard54' - 5 3/4"Yard48' - 4 3/4"1Existing BuildingSawcut EdgeSawcut EdgeSawcut EdgeSawcut Edge5678811Street Line327' - 4 1/2"ONE WAY1010111111Drive Aisle20' - 4 1/4"11111119To Street Curb58' - 6"32' - 3 1/4"6Employee32Drive Aisle20' - 4"Drive Aisle20' - 10 1/2"824' - 10 1/4"3Customer11Display44121214141415Landscape Keynotes1New Stone Wall Raised Planter 24" High.2New CMU Tire Enclosure3New CMU Dumpster Enclosure5New Honda Entrance.6Wave Canopy To Be Reviewed With Honda ForCompliance. Canopy To Be Replaced if Required.Extents of Canopy Will Remain The Same or Decrease.7New Open Air Vehicle Delivery Center.8New EV Car Charging Station.10New Curbing With Landscaping and Mulch11Patch and Repair Asphalt as Needed From ExcavationFor Foundations and Concrete9Existing Bike Rack to Remain4Existing Gravel Lot To Remain.12ALTERNATE 2: Demo and Repave Entire Yellow RegionOf Parking Lot.13Seal and Stripe The Entire Parking Lot.14Provide PVC Drain Pipe From Roof Leader To StormWater, Provide Fill and Asphalt To Match AdjacentExisting.15This Area Will Be Used For Construction Staging.Parking CountCustomer Parking 23Employee Parking 22ServiceSpaces 35Display Spaces157Offsite Parking106TOTAL SPACES343Honda Requirement343*All Parking Spaces 9'x18' Unless Otherwise NotedLot AreasPorous Landscaped Surfaces 33,992 SF 23.6%Non-Porous Hard Surfaces109,818 SF 76.4%TOTALSURFACES143,810 SF100.0%ZONING CHARTMinimum Lot SizeMaximum Building HeightMaximum Percent Lot Coverage By BuildingsYard DimensionsMinimum Building HeightArea in Square FeetWidth in Feet at Street LineNumber of StoriesHeight in FeetFront YardSide Yard (First Side)Side Yard (Second Side)Rear YardZone / Project /ActionSW-2R2-aProposedProject3,000 SFA Minimum 35% of a Lot's Street Frontage Must Be Occupied By a Building or Buildings5 Stories60 FTMaximum 60%Minimum 15 FTMaximum 34 FTFrom CurbNoneNone15% or 20 FTWhichever is Less,But Not Less Than 10 FTNone1. One -FamilyDetached or Semi-Detached Dwelling or2-Family Dwelling5,000 SF2. Other Uses4,000 SF1. One -FamilyDetached or Semi-Detached Dwelling or2-Family DwellingMinimum 45 FT2. Other UsesMinimum 50 FT3 Stories35 FTMaximum 30%Minimum 25 FTMinimum 10 FTMinimum 10 FT25% or 50 FTWhichever is Less,But Not Less Than 20 FTNone143,810 SF327' -4 1/2"1 Story26' -4"20.01% (28,786 sf)48' -4 3/4" To52' -5 3/4"38' -4 3/4"61' -3 3/4"To73' -0 3/4"11' -1 1/2"26'-4"Resulting ActionNo Action RequiredComplies With ZoningNo Action RequiredComplies With ZoningNo Action RequiredComplies With ZoningNo Action RequiredComplies With ZoningNo Action RequiredComplies With ZoningVariance RequiredFront Yard Closer To Complying But Still Not Within RangeNo Action RequiredComplies With ZoningNo Action RequiredComplies With ZoningNo Action RequiredExisting None Conforming. No Work on That Portion of BuildingNo Action RequiredComplies With Zoning38 Spaces26 Spaces42SpacesCecil A Malone DriveNorfolk Southern RailroadSix Mile Creek45' - 7 1/2"TW O W A YLoading DockParking for Adjacent BuildingDrivelane27' - 3 1/4"700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910L101Site PlanMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1" = 20'-0"1ASite Plan1" = 50'-0"1FOffsite ParkingEmendation Schedule KOSOSDD OS OS OSDTCWPVSTWP CBTC SOS OS OSVSOSVSVSVSVS VSVSVSRt. 13Elmira Rd.SW-2 ZoneR2-a ZoneSW-2 ZoneR2-a ZoneSW -2 ZoneR2-a ZoneExisting Tree to RemainHigh Branched Upright Street TreeLandscape LegendOrnamental GrassesGravel MulchGround CoverLow Spreading Evergreen ShrubMedium Height Evergreen ShrubFine Leaf Rounded ShrubEvergreen Screening ShrubRemove Tree or PlantingLot AreasPorous Landscaped Surfaces 33,992 SF 23.6%Non-Porous Hard Surfaces109,818 SF 76.4%TOTALSURFACES143,810 SF100.0%700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910L102Landscape PlanMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1" = 20'-0"1Landscape PlanPlanting ScheduleType Mark Type Description Count Image1a Grasses Colorful perenialornamental grassplants21b Tall OrnamentalGrassesUpright ornamentalgrass plants444Low SpreadingEvergreen ShrubWhite PygmyFalscypress -Chamaecyparispisifera1625Medium HeightEvergreen ShrubDense Yew - Taxusmedia densiformis166Fine Leaf RoundedShrubSnowmound Spirea -Spirea nipponica36Emendation Schedule 1AL1034AL1032AL10314' - 0"52' - 8"16' - 0"3' - 1 1/2"17' - 5"3' - 1 1/2"1' - 0"26' - 0"1' - 0"26' - 0"23' - 8"CJCJCJCJCJSlope Slab1/8" / FT to ScupperSlope Slab1/8" / FT to Scupper1st Floor0"Formed reinforced concrete cap w/ chamfered top and minimum 1" overhang on each sideContinuous 12" Reinforced CMU bond beam top course With (2) Continous #4 Bar12" CMU wall w/ (1) vertical #5 Bar @ 48" o.c. (tied into footing) Fill block cores solid @ rebar locations6" Reinforced concrete pad over 8" compacted structural fill.Slope 1/8"/FT to scupper12" x 36" concrete footing w/ (3) #5 bars (continuous) Provide #5 dowels @ 48" o.c. w/ class B lap, extend min 3 courses up wallTop of Footer-4' - 0"Stainless Steel Cap Bar Clip Located at Every Cap Joint. Caps Pinned With Stainless Steel Dowel.MEZZANINE8' -7"1st Floor0' -0"1st Floor0"Formed reinforced concrete cap w/ chamfered top and minimum 1" overhang on each sideContinuous 12" Reinforced CMU bond beam top course12" CMU wall w/ (1) vertical #5 Bar @ 48" o.c. Fill block coressolid @ rebar locations6" Reinforced concrete pad over 8" compacted structural fill.Slope 1/8"/FT to scupperTop of Footer-4' - 0"12" x 36" concrete footing w/ (3) #5 bars (continuous) Provide #5 dowels @ 48" o.c. w/ class B lap, extend min 3 courses up wallStainless Steel Cap Bar Clip Located at Every Cap Joint. Caps Pinned With Stainless Steel Dowel.1st Floor0' -0"1st Floor0"Formed reinforced concrete cap w/ chamfered top and minimum 1" overhang on each side12" CMU wall w/ (1) vertical #5 Bar @ 48" o.c. Fill block cores solid @ rebar locations6" Reinforced conrete pad over 8" compacted structural fill.Slope 1/8"/FT to scupper8" Augered post foundation8'-0"H chain link fence swing gates @ associated posts, hardware, latches & locks5'-0" concrete apron Align flush w/ paving1' - 2"1 1/2"2 1/2"1"Top of Footer-4' - 0"1st Floor0' -0"1AL1035' - 0"16' - 0"8' - 0"3' - 0" MIN1' - 0"Formed reinforced concrete cap w/ chamfered top and minimum 1" overhang on each side12" CMU wall w/ (1) vertical #5 Bar @ 48" o.c. Fill block cores solid @ rebar locations5'-0" Concrete apron. Align flush with pavement12" x 36" concrete footing w/ (3) #5 bars (continuous)4AL1038' - 0"3' - 0" MIN1' - 0"4' - 1 1/2"17' - 5"4' - 1 1/2"26' - 0"1' - 0"52' - 8"Formed reinforced concrete cap w/ chamfered top and minimum 1" overhang on each side12" CMU wall w/ (1) vertical #5 Bar @ 48" o.c. Fill block cores solid @ rebar locations12" x 36" concrete footing w/ (3) #5 bars (continuous) and #5 tranverse bars @ 16" o.c.8'-0"H chain link fence swing gates With Privacy Slats @ associated posts, hardware, latches & locks8'-0"H chain link fence swing gates With Privacy Slats @ associated posts, hardware, latches & locks8" Augered post foundation8" Augered post foundation8" Augered post foundation700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910L103DumpsterEnclosure Plans,Elevations &DetailsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/8" = 1'-0"6ADumpster Enclosure3/4" = 1'-0"1ADumpster Enclosure Typical Wall Section3/4" = 1'-0"2ADumpster Enclosure Interior Wall Section3/4" = 1'-0"4ADumpster Enclosure Gate Section3/8" = 1'-0"1DDumpster Enclosure - Side Elevation3/8" = 1'-0"5DDumpster Enclosure - Front ElevationDumpster Enclosure General NotesProvide Dumpster Enlcosure at the following addresses. Refer to Site Drawings tor enlcosure location on each site.Maguire Honda of Ithaca315 Elmira Rd.Ithaca, NY 14850Maguire Ford-Lincoln504 S Meadow St. Ithaca, NY 14850Emendation Schedule 1 1/2" Asphalt Top CourseNYSDOT Item 402-0962023 1/2" Asphalt Binder CourseNYSDOT Item 402-19620212" Compacted Aggregate Subbase Material NYSDOT Type 2, Item No. 304.12, Compacted to 95% Modified ProctorStabilized GeotextileCompacted Subgrade5"1' - 0"6"1' - 6"5' - 0"6" Diameter by 60" high steel pipe set in 16" min. Fill with concrete and 3 pieces of #5 rebar. 7" x 60" "Yellow" PVC bollard cover as manufacturered by https://www.postguard.comInstall according to manufacturer instructionsSet post in augured post hole. Fill with concreteGrade/SlabExterior Bollard on Site6"1' - 6"2' - 11 15/16"8" Diameter by 36" high steel pipe set in 16" min. Fill with concrete and 3 pieces of #5 rebar. 8" x 36" Stainless steel bollard cover with dome top as manufacturered by https://www.postguard.comInstall according to manufacturer instructionsSet post in augured post hole. Fill with concreteGrade/SlabExterior Bollard Adjacent to Building3' - 0"4" x 36" Stainless steel bolt down bollard cover as manufacturered by https://www.postguard.comInstall according to manufacturer instructionsGrade/SlabInterior Bollard5/8" Hilti Concrete Anchor12" Compacted Aggregate Subbase Material NYSDOT Type 2, Item No. 304.12, Compacted to 95% Modified ProctorStabilized GeotextileCompacted Subgrade6x6 W2.9xW2.9 WWM (2" Clear) Double Row6" Thick Concrete Pavement, Provide Sodt Bristle Finish Perpendicular to Edge. Edge with 2" Wide Tooled Joint1 1/2" Deep x 1/4" Wide Saw Cut Score Joint. See Site Plans for Layout3/4" Diameter x 15" Long Steel Dowels @ 24" o.c. 7 1/2" Embedment Each End, Grease One End3/8" Wide Compressible Expansion Joint Filler with Sealant. See Site Plans for Layout6"1' - 0"6" Compacted Aggregate Subbase Material NYSDOT Type 2, Item No. 304.12, Compacted to 95% Modified ProctorStabilized GeotextileCompacted Subgrade6x6 W2.9xW2.9 WWM (2" Clear)4" Thick Concrete Pavement, Provide Sodt Bristle Finish Perpendicular to Edge. Edge with 2" Wide Tooled Joint1" Deep x 1/4" Wide Saw Cut Score Joint. See Site Plans for Layout3/4" Diameter x 15" Long Steel Dowels @ 24" o.c. 7 1/2" Embedment Each End, Grease One End3/8" Wide Compressible Expansion Joint Filler with Sealant. See Site Plans for Layout4"6"Finish Grade Asphalt Pavement12" Compacted Aggregate Subbase Material NYSDOT Type 2, Item No. 304.12, Compacted to 95% Modified ProctorStabilized GeotextileCompacted Subgrade4"7"1' - 6"6"#4 Rebar Continuous, Top and Bottom 3" ClearR 1"Cast in Place Concrete Curb. Smooth Rubbed Finish Exposed SurfacesProvide Expansion Joint Where Curb Abutts Concrete Walk Finish Grade, Surace VariesAmended TopsoilUndisturbed SubgradeRootball or Container4" Shredded Bark MulchFinish Grade, Mulch Surface4"1' - 0"1' - 0"Backfill Tree Pit with Amended TopsoilUndisturbed SubgradeRootball4" Shredded Bark MulchFinish Grade, Mulch Tree Ring4"Tree Pit to be 1x Ball Depth by 2x Ball Depth, Scarify4" Deep Saucer4' - 0"3' - 0"3" Diameter x 7' Cedar Stake, (3) at 120 Degree Spacing#12 Gauge Galvanized Annealed Wire With TurnbuckleRubber Hose Friction HoseStabilize Side Slopes as RequiredFinal Backfill, Compacted Suitable Native BackfillFinal Backfill, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14Pipe Bedding, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14Paving SectionUnder Pavement Area Under Lawn Area1' - 6" Min.6" Min.Pipe Dia.6" Min.Finish Grade6" Min.Pipe Dia.6" Min.Initial Backfill and Haunch Material, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14Undisturbed EarthUndisturbed EarthFoundation Bedding Washed, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14Undisturbed EarthPavement Section6" Min.6" Min.3" Min.Base Drainage Washed, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14Top Drainaged Washed,P-Gravel.Top Soil / Planting MixWaterProof MembraneCMU Retain Wall CapExisting Building WallGeo-Textile FabricCMU Retain Wall Tandem Faces and 8" Web InsertCore Aggregate Washed, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14Drain Aggregate Washed, Compacted Aggregate Subbase Material, NYDOT Type 4, Item 304.14All Sides2" Min.2" Corrugated PVC Drain Pipe Continuous With Through Wall Penetrations Every 32" O.C.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910L104Site DetailsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1 1/2" = 1'-0"1AAsphalt Pavement1 1/2" = 1'-0"3ABollard Details1 1/2" = 1'-0"1CConcrete Pavement-Vehicular Traffic1 1/2" = 1'-0"1EConcrete Pavement-Pedestrian Traffic1 1/2" = 1'-0"1GConcrete Curb1 1/2" = 1'-0"3ETypical Shrub Planting3/4" = 1'-0"6ETypical Deciduous Tree Planting1 1/2" = 1'-0"6AUtility Pipe Trench Detail1 1/2" = 1'-0"8EPlantern Retaining DetailEmendation Schedule 1.FOUNDATION DESIGN CRITERIA IS BASED ON AN ASSUMED ALLOWABLESOIL BEARING CAPACITY EQUAL TO 500 PSF.2.FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THEGEOTECHNICAL ENGINEER PRIOR TO FILL OR CONCRETE PLACEMENT.3.CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOTSTRUCTURES WITHIN NEW BUILDING AREAS. AT DESIGNEDFOUNDATION DEMOLITION AREAS, REMOVE ANY REMNANTS OF ANYEXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEWBUILDING FOOTPRINT.4.ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALLOSHA AND OTHER APPLICABLE SAFETY STANDARDS.5.ALL BACKFILL TO BE PLACED IN 8" MAX. LAYERS AND COMPACTED TO AT LEAST 95% OF ITS MAX. MODIFIED PROCTOR DRY DENSITY FOR FILLBENEATH FOOTINGS AND FLOOR SLABS, ADJACENT TO FOUNDATIONSAND OVER FOUNDATIONS.6.USE VIBRATORY COMPACTION EQUIPMENT W/ STATIC WEIGHT NOTGREATER THAN 12 TONS.7.FOUNDATION EXCAVATIONS SHALL BE CUT TO FINAL GRADE ANDFOUNDATIONS CONSTRUCTED AS SOON AS POSSIBLE TO MINIMIZEPOTENTIAL DAMAGE TO BEARING SOILS. ALL EXCAVATIONS SHALL BEKEPT DRY BY PUMPS, IF NECESSARY UNTIL ALL UNDERGROUNDCONSTRUCTION IS COMPLETE.8.LOOSENED BEARING SOILS SHALL BE RECOMPACTED WITH A SMALLVIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT OFREINFORCING BARS.9.ALL BACKFILL SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OFFOUNDATION WALLS UNTIL THE FINAL ELEVATION IS ACHIEVED.VARIATIONS SHALL NOT EXCEED 2'-0" BETWEEN BACKFILLELEVATIONS ON EITHER SIDE WITHOUT ENGINEER'S APPROVAL.10.PROVIDE 10 MIL POLY VAPOR BARRIER MEETING OR EXCEEDINGREQUIREMENTS OF ACI 302 AND ASTM E1745, CLASS A VAPORBARRIERS, UNDER SLAB-ON-GRADE.11.ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 42 INCHESBELOW FINISH GRADE FOR FROST PROTECTION.12.SUBMIT SIEVE ANALYSIS AND PROCTOR OF PROPOSED STRUCTURALFILL AND SLAB SUBBASE MATERIAL TO GEOTECHNICAL ENGINEER FORAPPROVAL BEFORE COMMENCING EARTHWORK.GEOTECHNICAL/FOUNDATION NOTESOCCUPANCY CLASSIFICATION......................COMMERCIALOCCUPANCY CATEGORY............................... IIMINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015.LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATEDASSEMBLY . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .ROOF LIVE LOADS (1607.11.2):MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . .ROOF SNOW LOAD (1608):GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . . . . . . .FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . . . . . .SLOPED ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . .SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . . . . . . SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . . . . . .THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SNOW DRIFT LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .UNBALANCED SNOW LOADS . . . . . . . . . . . . . . . . . . . . . .WIND LOAD (1609):BASIC DESIGN WIND SPEED. . . . . . . . . . . . . . . . . . . . . . .WIND IMPORTANCE FACTOR Iw . . . . . . . . . . . . . . . . . . . .BUILDING CATEGORY (ASCE 1-1) . . . . . . . . . . . . . . . . . .WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . . . . . . . .EXT COMP & CLADDING PRESSURE (1609.1.1 & ASCE 7-10)BUILDING DESIGN LOADSAREA10 SF50 SF100 SFNEGATIVE ZONE 1NEGATIVE ZONE 2NEGATIVE ZONE 3POSITIVE ZONE 1POSITIVE ZONE 2&3OVERHANG ZONE 1&2OVERHANG ZONE 3-23.8-39.9-39.916.021.8-34.3-34.3-22.4-30.1-30.116.019.5-32.9-32.9-21.8-25.8-25.816.018.6-32.3-32.3SURFACE PRESSURE (PSF)ROOFAREA10 SF100 SF500 SFNEGATIVE ZONE 4NEGATIVE ZONE 5POSITIVE ZONES 4 & 5 -23.6-29.021.8-20.4-22.618.6-18.1-18.116.3SURFACE PRESSURE (PSF)WALL100 PSF20 PSF40 PSF34 PSF1.01.01.01.2PER ASCE 7-10PER ASCE 7-10115 MPH (2015 CODE BASIS)1.0IIB+/-0.18AREA10 SF100 SF500 SFCASE A:INTERIOR ZONECORNER ZONECASE B:INTERIOR ZONECORNER ZONE54.454.4-38.1-43.537.137.1-31.7-33.934.934.9-27.2-27.2SOLID PARAPET PRESSURE (PSF)PARAPETEARTHQUAKE DESIGN DATA (1613):SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . .OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . .SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . .SPECTRAL RESPONSE ACCELERATION, SI . . . . . . SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . . SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . .SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . .BASIC SEISMIC -FORCE-RESISTING SYSTEMSTRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE.DESIGN BASE SHEAR PER ASCE 7V = .069WSEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . .RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . .ANALYSIS PROCEDURE. . . . . . . . . . . . . . . . . . . . . . . . . . .1.0II12.5 %g5.6 %g0.2080.131EB0.0693EQUIVALENT LATERAL FORCE (ASCE)1.CONCRETE SHALL BE AS FOLLOWS:STRENGTHMAX AGGAIRMAX W/CFOOTINGS3000 PSI 1.5"NONE0.5INTERIOR SLABS3500 PSI1.5"NONE0.5EXTERIOR SLABS5000 PSI1.5"6%±1.5% 0.40FOUNDATION WALLS4500 PSI3/4"6%±1.5%0.40PIERS4500 PSI3/4"6%±1.5%0.402.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE.3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH OR BLAST FURNACE SLAG SHALL BEUSED IN COMBINATION WITH PORTLAND.4.SEE SPECIFICATION FOR ADDITIONAL INFORMATION.5.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRICSHALL CONFORM TO ASTM A-185.6.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS:-CONCRETE CAST AGAINST FORMS 2"-CONCRETE CAST AGAINST EARTH 3"-SLABS-1.5" MIN7.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS.8.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURINGCOMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURINGCOMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES.9.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVEDBY THE ARCHITECT OR OWNER'S REPRESENTATIVE.10.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES.11.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS ANDFOOTINGS.12.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BESLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOTPERMITTED.13.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FORFLOOR FINISHES14.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ON GRADEDETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTS WITHIN 4 HRS OfFINAL FINISHUSING THE EARLY ENTRY DRY-CUT SAW METHOD.15.ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREA BASED JOINT FILLER.ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS.16.FINE AND COURSE AGGREGATE FOR CONCRETE SHALL BE FROM AN APPROVED NYSDOT SOURCE ASLISTED ON THE NYSDOT WEBSITE WWW.DOT.NY.GOV. IF THE AGGREGATE HAS THE POTENTIAL FORALKALI SILICA REACTION (ASR) AS INDICATED ON THE DOT WEBSITE, THE PORTLAND CEMENT USED INTHE MIX MUST BE LOW ALKALI (TOTAL ALKALI < 0.7%) OR THE MIX MUST INCLUDE 20% FLY ASH ORGGBFS.REINFORCED CONCRETE NOTES1.THE STRUCTURAL STEEL FRAME AS DESIGNED IS A NON-SELF-SUPPORTING STEELFRAME. COORDINATE THE ERECTION WITH THE INSTALLATION OF OTHER BUILDING ELEMENTS REQUIRED FOR THE STRUCTURE'S STABILITY. THESE ELEMENTS INCLUDESLABS, METAL DECK, MASONRY WALLS, AND CONCRETE WALLS. PROVIDE ANDMAINTAIN TEMPORARY SHORING AND BRACING UNTIL THESE OTHER BUILDINGELEMENTS ARE COMPLETELY INSTALLED AND CURED.2.STRUCTURAL STEEL WIDE-FLANGE SECTIONS SHALL COMPLY WITH ASTM A572 ORASTM A992 (Fy=50 KSI).3.STRUCTURAL STEEL TUBE SECTIONS SHALL COMPLY WITH ASTM A500, (Fy=46 KSI).4.ALL OTHER STRUCTURAL SHAPES SHALL COMPLY WITH ASTM A 36 (Fy=36 KSI).5.SHOP CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGH STRENGTHBOLTED OR WELDED. (UNLESS OTHERWISED NOTED)6.FIELD CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGH STRENGTHBOLTED OR WELDED UNLESS OTHERWISE NOTED. FIELD BOLTED CONNECTIONS SHALLBE SHEAR/BEARING CONNECTIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS.SHEAR BEARING CONNECTIONS SHALL BE INSTALLED TO THE SNUG TIGHT CONDITION.7.PROVIDE ANGLE FRAMES AROUND ALL FLOOR AND ROOF OPENINGS WITH ADIMENSION OF 1'-0" IN ANY DIRECTION ON ROOF AREAS FRAMED IN STEEL.COORDINATE SIZE AND LOCATION WITH MECHANICAL CONTRACTOR.8.STEEL FLOOR AND ROOF DECK SHALL BE MANUFACTURED TO THE SPECIFICATIONS OFTHE STEEL DECK INSTITUTE. SEE THE PROJECT MANUAL FOR ADDITIONALREQUIREMENTS. PROVIDE A COMPLETE STEEL DECK SYSTEM WITH ALL POUR STOPS,END CLOSURE STRIPS AND OTHER ACCESSORIES. DO NOT SUBMIT STEEL ROOF ANDFLOOR DECK DRAWINGS FOR REVIEW UNTIL STEEL ERECTION PLANS HAVE BEENSUBMITTED AND APPROVED. 9.THE ANCHOR BOLT PLANS AND STRUCTURAL STEEL ERECTION DRAWINGS SHALL BESUBMITTED AND REVIEWED PRIOR TO SUBMITTING FABRICATION DETAIL DRAWINGS,JOIST DRAWINGS OR DECK DRAWINGS.10.SEE DRAWINGS AND SPECIFICATIONS FOR STEEL FINISH REQUIREMENTS. ALL STEELTO BE PRIMED EXCEPT STEEL TO BE FIREPROOFED TO BE UNFINISHED.STRUCTURAL STEEL NOTESGENERAL COLD FORMED METAL FRAMING NOTESINSTALLATION:1.INSTALLATION SHALL BE IN ACCORDANCE W/ STEELSTUD MANUFACTURERS ASSOCIATION (SSMA)ICBO ER-4943P PRINTED INSTRUCTIONS AND RECOMMENDATIONS.2.TEMPORARY BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT REMOVE BRACINGUNTIL WORK IS PERMANENTLY STABILIZED.3.PRODUCTS MANUFACTURED BY SSMA MEMBERS ARE FORMED FROM STEEL WITH A MINIMUM YIELDSTRESS OF 33 OR 50 KIPS PER SQUARE INCH (KSI).DESIGN4.PROVIDE COLD FORMED STRUCTURAL METAL FRAMING CONTRACTOR'S DESIGN ENGINEER'SCALCULATIONS DEMONSTRATING THAT THE COLD FORMED FRAMING SYSTEM WILL COMPLY WITH THEPERFORMANCE REQUIREMENTS OF THIS SECTION AND THE CONTRACT DRAWINGS.MATERIALS:5.ALL LIGHT GAGE FRAMING MEMBERS SHALL BE MANUFACTURED FROM STEEL THAT MEETS THEREQUIREMENTS OF AISI SPECIFICATIONS. LATEST EDITION.6.ALL STUDS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A HOT-DIPPED. GALVANIZEDCOATING PER ASTM A653 AND C955. MINIMUM G60 COATING.CONNECTIONS:7.FASTENER PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSEDTHREADS. MINIMUM SPACING AND EDGE DISTANCE OF SCREW FASTENERS SHALL NOT BE LESS THAN3/8".8.ALL CLIP ANGLES SHALL MATCH STUD GAGE UNLESS OTHERWISE NOTED.LOAD BEARING MEMBERS: (JOIST, RAFTERS AND AXIALLY LOADED STUDS)9.BOTH FLANGES OF STUDS MUST BE ATTACHED TO TRACK MEMBERS @ TOP & BOTTOM.10.ALL AXIALLY LOADED MEMBERS SHALL BE ALIGNED VERTICALLY TO ALLOW FOR FULL TRANSFER OFLOADS DOWN TO THE FOUNDATION.11.LOAD BEARING MEMBERS SHALL BEAR SQUARELY AND TIGHTLY IN "THEIR TRACKS. PROVIDE AT LEAST10 INCHES OF UNPUNCHED STEEL AT BEARING POINTS.12.STUD LATERAL BRIDGING REQUIREMENTS FOR WALLS SUBJECT TO AXIAL LOADING -BRIDGING MAYBE PROVIDED BY ANY ONE OF THE FOLLOWING:A.1 1/2” COLD ROLLED U-CHANNEL ATTACHED W/ CLIPS AND NO. 6 SCREWS {SPACING AS REQUIRED) (6" WIDE STUDS. MAX.)B.2" X 20 GAGE FLAT STRAPPING APPLIED TO BOTH STUD FACES WITH ONE BAY OF SOLID BLOCKING EVERY 10' (SPACING AS REQUIRED).C.SPAZZER BAR 5400 BRIDGING RUNNING THROUGH STUDS THEN TWIST LOCKING (SPACING ASREQUIRED) (6" WIDE STUDS. MAX.)NON-LOAD BEARING STUD MEMBERS: (CURTAINWALL.)1.STUD LATERAL BRIDGING REQUIREMENTS FOR WALLS SUBJECT TO WIND LOADING ONLY:A.SHEATH WALLS ON BOTH SIDES OR, USE SPAZZER BAR AT 4'-0" O.C. VERTICALLY.B.PROVIDE SPAZZER BAR WITHIN 12" OF TOP OF STUDS WHERE DEFLECTION TRACK IS USED.C.1 1/2" COLD ROLLED U-CHANNEL ATTACHED W/ CLIPS AND NO. 6 SCREWS (SPACING AS REQUIRED)(6" WIDE STUDS. MAX.)D.2" X 20 GAGE FLAT STRAPPING APPLIED TO BOTH STUD FACES WITH ONE BAY OF SOUDBLOCKING EVERY 10' (SPACING AS REQUIRED).NOTES:1. THE ABOVE TABLE APPLIES TO GRADE 60 DEFORMED BARS.2. CLEAR SPACING BETWEEN BARS SHALL BE NOT LESS THAN 2 BAR DIAMETERS. IFCLEAR BAR SPACING IS LESS THAN 2 BAR DIAMETERS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.5.3. FOR EPOXY COATED BARS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.2 FOR CLEARSPACING BETWEEN BARS GREATER THAN 6 BAR DIAMETERS, OR 1.5 IF CLEARSPACING IS LESS THAN 6 BAR DIAMETERS.FOR WALLS, SLABS, FOOTINGS & BEAMSCONCRETE STRENGTH, PSIBAR SIZE#3#4#5#6#7#8#9#10FOR PIERS & COLUMNS3000 3500 40004500 5000ALL CONCRETE1'-11"2'-4"2'-10"4'-1"4'-8"5'-3"6'-11"1'-5"1'-9"2'-2"2'-7"3'-9"4'-4"4'-10"5'-6"1'-4"1'-8"2'-0"2'-5"3'-7"4'-1"4'-7"5'-2"1'-3"1'-7"1'-11"2'-4"3'-4"3'-10"4'-4"4'-10"1'-2"1'-6"1'-10"2'-2"3'-2"3'-7"4'-1"4'-7"1'-1"1'-3"1'-7"1'-11"2'-2"2'-6"2'-10"3'-2"1'-0"CONCRETE REINFORCING SPLICE SCHEDULE18"BAR LAP LENGTHS IN CMU WITH f'm = 1,900 psi(1) BAR AT CENTER OF 6" CMU CORE OR BOND BEAMLOCATION(1) BAR AT CENTER OF 8" CMU CORE OR BOND BEAM(1) BAR AT CENTER OF 12" CMU CORE OR BOND BEAM(2) BARS IN 8" CMU CORE LOCATED 5" FROM EACH FACE SHELL(2) BARS IN 12" CMU CORE LOCATED 9" FROM EACH FACE SHELL(2) BARS IN 8", 10", 12" CMU BOND BEAM (SEE NOTE BELOW)#4#5#628"53"18"22"38"34"22"18"24"39"79"19"30"57"64"35"22"MASONRY REINFORCING SPLICE SCHEDULE700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2019 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910CONTRACTOR NOTICE:Drawings Contain Colored Annotation. Drawings Are Required To Be Printed In Color.Elwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S001DESIGN DATA ANDGENERAL NOTESMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BAddendum Schedule AB1221' - 5 1/16"8' - 4 1/2"26' - 0"2S300TYPCD2D1F8F6F10.5F61'-8"Ø CONCRETE PIER (TYP)1'-8"Ø CONCRETE PIER (TYP)1'-8"Ø CONCRETE PIER (TYP)1'-8"Ø CONCRETE PIER (TYP)EXTERIOR CONCRETE SLAB. SEE ARCH.C1010' - 6 9/16"10' - 10 1/2"AB12HSS12X4X1/4W14X30HSS12X4X1/4W14X30W14X30W18X71W14X30W14X30HSS12X4X1/4W18X71HSS12X4X1/4W14X30W14X30W14X30W14X30W14X30W14X30W14X30W14X30W14X30W14X30HSS12X4X1/4HSS12X4X1/4HSS12X4X1/4W14X30W14X30W14X30W14X30W14X30W14X30W14X30W14X30W14X30W14X30VIF8' - 4 1/2" +/-26' - 0"2' - 0"10' - 6 9/16"10' - 10 1/2"2' - 0"EPIC METALS EPICORE ER2RA 2" STEEL ROOF DECK BOT/DECK = +15'-1" . COLOR CHOSEN BY OWNER.EPIC METALS EPICORE ER2RA 2" STEEL ROOF DECK BOT/DECK = +15'-1" . COLOR CHOSEN BY OWNER.W14X30C1S500M2(SIM)M2(SIM)M2(SIM)M2(SIM)M2(SIM)M2(SIM)HSS 8.625"Ø x.375" COLUMNINDICATES BEAM FRAMES OVER COLUMN3S500TYP AT M1M1M1M1M14S500TYP AT M2M2M2M2M2M2HSS8.625" Ø x .375"COLUMNM1M1M1M11S500HSS8.625" Ø x .375"COLUMNHSS 8.625"Ø x.375" COLUMNC1021' - 5 1/16"TAPER ENDS TO MATCH FASCIA BEAM DEPTH.)281'$7,216<0%2/6.(<INDICATES LOCATION OF CONTRACTION JOINTS. SEE TYPICAL SLAB DETAIL.INDICATES FOUNDATION WALL STRIP FOOTINGINDICATES SPREAD FOOTING & CONCRETE PIER.INDICATES TYP CONC FND WALLINDICATES TYP SHELF IN CONCRETE FOUNDATION WALLPXFX(XXX'-XX")(XXX'-X")INDICATES PIER TYPE.INDICATES TOP OF PIER ELEVATION.INDICATES SPREAD FOOTING TYPE.INDICATES TOP OF SPREAD FOOTING ELELVATION.[+/-0'-0"]INDICATES TOP/FTG ELEVATION FROM DATUM.[-3'-0"][-4'-0"]TOP/FTG ELEVATOIN (HIGH SIDE)TOP/FTG ELEVATION (LOW SIDE)INDICATES ELEVATION ELEVATIONCJINDICATES SITE GRADE ELEVATIONXXXX.XX'PIPE PENETRATION700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2019 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910CONTRACTOR NOTICE:Drawings Contain Colored Annotation. Drawings Are Required To Be Printed In Color.Elwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50606&$123<)281'$7,21$1')5$0,1*3/$16$1''(7$,/6MaguireHonda ofIthaca,VVXH)RU3HUPLW315 Elmira Rd.Ithaca, NY 14850%1/4" = 1'-0"1CANOPY FOUNDATION PLAN1/4" = 1'-0"2CANOPY FRAMING PLANFRAMING NOTES1.DATUM FOR TOP OF STEEL IS AT TOP OF SLAB AT CANOPY PARKING.2.TOP OF STEEL ELEVATION EQUALS (+15'-1") TYPICAL UNLESS NOTED OTHERWISE.3.PROVIDE UNIFORM BEAMS SPACING BETWEEN GRIDLINES -TYP UNO.4.ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALVANIZED AND PAINTED PER ARCHITECTURAL SPECS.5.SEE S500 FOR TYPICAL BEAM STIFFENER DETAIL WHERE BEAM FRAME OVER AND/OR UNDER COLUMN.6.SEE S500 FOR TYPICAL FRAMING DETAILS.Addendum ScheduleFOUNDATION NOTES1.DATUM ELEVATION (0'-0") EQUALS TOP OF EXTERIOR SLAB AT CANOPY PARKING.2.ELEVATIONS NOTED ARE WITH RESPET TO DATUM ELEVATION.3.TOP OF FOOTING ELEVATION = [-3'-0"] TYPICAL UNLESS NOTED OTHERWISE AS [-X'-XX"].4.TOP OF PIER ELEVATION = (+0") TYPICAL UNLESS NOTED OTHERWISE AT (+X").5.SEE S100 FOR FOOTING SCHEDULE.6.SEE S300 FOR TYPICAL FOUNDATION DETAILS.7.SEE S300 FOR PIER DETAILS.8.SEE S300 FOR BASE PLATE INFORMATION. D2C4C7C8C5C6D1D2D15S5006S5005S500EXIST W14x22EXIST W8 COLEXIST W8 COLEXIST W12x14EXIST W12x14EXIST W 1 2 x 1 4EXIST W12x14(-1'-0")EXIST W12x14EXIST W12x14EXIST HSS 6x6 COLEXIST HSS 6x6 COLEXIST W12x14EXIST W12x14(VIF)4' - 10 1/4" ±(VIF)11' - 2" ±(VIF)7' - 11 1/2" ±(VIF)8' - 11" ±1 1/2" 20 G.A. GALV STEEL ROOF DECK. MATCH EXISTEXIST STEEL ROOF JOIST @ 5'-0" O.C. (VIF)DEMO EXISTING BUILT UP OUTRIGGER @ 2'-0" O.C. DEMO EXIST CURVED L4x4x1/4" SHELF ANGLE D2C4C7C5C6D1D2D1R= 10' - 0"EXISTING 8" COLEXISTING HSS 6x6 COL (VIF)(VIF)11' - 2" ±EDGE OF EXISTING SLAB EDGEEXISTING HSS 6x6 COL (VIF)(VIF)6' - 5 13/16" ±EXIST 8" COL(VIF)EDGE2" CHAMFER* FINAL FOUNDATION DIMENSIONS TOBE COORDINATED W/ APPROVEDVESTIBULE ENCLOSURE SHOPDRAWINGS* EXISTING FOUNDATIONS TO REMAIN4S300(VIF)R= 9' - 2" ±(VIF)R= 9' - 2" ±5S300(TYP)4S300E1F2D2C4C7C8C9C10C5C6D1A6A7D2D15S5006S500HSS12X4X1/4HSS12X4X1/4W14X30EXIST W14x22EXIST W8 COLEXIST W8 COLEXIST W12x14EXIST W12x14EXIST W 1 2 x 1 4EXIST W12x14(-1'-0")EXIST W12x14EXIST W12x14EXIST HSS 6x6 COLDEMO EXISTING BUILT UP OUTRIGGER @ 2'-0" O.C.(VIF)4' - 10 1/4" ±(VIF)11' - 2" ±(VIF)7' - 11 1/2" ±(VIF)13' - 6" ±(VIF)13' - 6" ±2' - 6 5/8"DEMO EXIST CURVED L4x4x1/4" SHELF ANGLEC10EXIST HSS 6x6 COLENTRY CYLINDERCANOPY ARMCANOPY ARMCANOPY ARMPREFABRICATED WAVE CANOPY SEE ARCH5S5005S500EXIST W8 COLEXIST W8 COLB4B2A2A3A1B5B3CANOPY ARMPRE FABRICATED WAVE CANOPY SEE ARCH7S500CANOPY ARMSERVICE RECEPTION 106700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2019 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910CONTRACTOR NOTICE:Drawings Contain Colored Annotation. Drawings Are Required To Be Printed In Color.Elwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S101FOUNDATION &FRAMING PLANSMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BAddendum Schedule1/4" = 1'-0"3HIGH ROOF FRAMING PLAN1/4" = 1'-0"1PARTIAL FOUNDATION PLAN @1/4" = 1'-0"2LOW ENTRANCE FRAMING PLANNOTES1.DATUM ELEVATION IS AT TOP OF FIRST FLOOR SLAB = (0'-0").2.TOP STEEL = (+13'-7") UNO ON PLAN.1/4" = 1'-0"4EXTERIOR CANOPY FRAMING PLAN AT SERVICE RECEPTIONNOTES1.DATUM ELEVATION IS AT TOP OF FIRST FLOOR SLAB = (0'-0").2.TOP STEEL = (+21'-6") UNO ON PLAN. 1/4"TYP1 1/2"TYP1 1/2"THICKNESS = 3/4"1' - 1"1' - 1"EQEQEQEQCOLCOLPLANSTEEL COLUMN. SEE COLUMN SCHEDULE.BASE PLATE-REFER TO COLUMN SCHEDULE FOR SIZE AND TYPE 1/4" LEVELING PLATE EXTEND 1/4" BEYOND ALL BASE PLATE EDGES3/4" NON-SHRINK GROUT -MINIMUMASTM F1554 ANCHOR RODS (36 KSI) -REFER TO COLUMNSCHEDULE FOR SIZE AND BASE PLATE DETAIL FOR QUANTITY MILL OR SAW COLUMN END. MILL TOP OF BASE PLATE (TYP)ELEVATIONBOLT EXTENSION1'-0" ANCHORCOLUMN1' - 0"3' - 0"3' - 0"SEE PLANCIRCULAR PIERSEE FOUNDATION PLANSQUARE SPREAD FOOTINGSEE PEIR PLANVERT REINF(4) #4 EACH WAYBOTTOM MATCOVER3"9" HOOKSCHEDULESEE LAP/EMBED2" COVERBASE PLATE ASSEMBLY SEE DET 2/S300CLOSED TIESCOLHSS COL1 1/2"4 1/2"1 1/2"T/PIER SEEFND PLAN3"2"1 1/2" CHAMFER1 1/2" x 3/4" DEEP REVEALVERTICAL DOWELS MATCH PIER SIZE AND LOCATION. REST ON BOTTOM MAT REINFORCING.T/SLAB3S300CONCRETE PIER1' - 8" ØCOLCOL(4) #5 VERT BARS#4 TIES @ 8" O.C.CVR2"6"6"(VIF)2' - 0" ±NEWFNDEXISTINGFOUNDATIONFND WALL SEE PLAN MATCH EXIST FND EDGE DEPTH#4 BENT EPOXY DOWELS @ 12" O.C. EMBED 6" #4 @ 12" O.C. E.W. (CENTER IN WALL) 4"1'-0"1"PLANSEECURTAIN WALL / EXTERIOR WALL SEE ARCH(VIF)2' - 0" ±NEWFNDEXISTINGFOUNDATIONFND WALL SEE PLAN MATCH EXIST FND EDGE DEPTH#4 BENT BARSLAB REINF SEE PLAN1"PLANSEECURTAIN WALL / EXTERIOR WALL SEE ARCH#4 BENT EPOXY DOWELS @ 12" O.C. EMBED 6" 4 1/2"6"700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2019 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910CONTRACTOR NOTICE:Drawings Contain Colored Annotation. Drawings Are Required To Be Printed In Color.Elwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S300FOUNDATIONDETAILSMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BAddendum Schedule1 1/2" = 1'-0"1STEEL COLUMN BASE PLATE3/4" = 1'-0"2TYPICAL CANOPY PIER DETAIL3/4" = 1'-0"3TYPICAL CONCRETE PIER DETAIL1" = 1'-0"4TYPICAL SLAB EDGE1" = 1'-0"5TYPICAL SLAB EDGE 2 ABC1' - 0"11' - 4 9/16"10' - 10 1/2"10"1' - 0"STEEL ROOF DECK SEE FRAMING PLAN1" CAP PLATE W/(4) 3/4"Ø HIGH STRENGTH BOLTS SEE DETAIL 2/S500HSS COLUMN SEE FRAMING PLAN1" CAP PLATE W/(4) 3/4"Ø HIGH STRENGTH BOLTS SEE DETAIL 2/S500HSS COLUMN SEE FRAMING PLANTAPER BEAM ENDST/STEEL ELEV1' - 0"SHEAR CONNECTIONS EXTEND FULL DEPTH OF W18.BEAM WEB STIFFENER AT EACH SIDE OF BEAM.COL(TYP)1 1/2"3"3"3 1/2"BEAM AND COL13/16"Ø HOLES FOR 3/4"Ø HIGH STRENGTH BOLTSCOLUMN 1/2" CAP PLATEWIDE FLANGE BEAM9 1/2"1' - 3"EQEQ1/4"T/STL ELEVSEE PLAN(2) L6x4x5/16" ALL BOLTEDDOUBLE CLIP ANGLECONNECTION (TYPICAL)W141 1/2"3"3"1 1/2"3"3"1 1/2"1 1/2"W14x301 1/2"3"3"PL 1/2"x6 1/2" x26"TOP AND BOTTOM (2) ROWS OF (3) 3/4"Ø ASTM F3125 H.S. BOLTSSPACE ROWS 3 1/2" APART (TYPICAL TOPAND BOTTOM)1 1/2"3"3"1/4"TYP1/4"6"TYP1 1/2"3"3"T/STL ELEVSEE PLAN(2) L6x4x5/16" ALL BOLTEDDOUBLE CLIP ANGLECONNECTION (TYPICAL)W141 1/2"3"3"1 1/2"3"3"1 1/2"1 1/2"3"3"1 1/2"W18x711 1/2"3"3"PL 1/2"x6 1/2" x28" (2) ROWS OF (3) 3/4"Ø ASTM A325 H.S.BOLTS SPACE ROWS 3 1/2" APART(TYPICAL TOP AND BOTTOM)1 1/2"3"3"1/4"TYP1/4" 6"TYPPL 1/2"x6 1/2" x 12" LONG (TYP EACH SIDE)T/PARAPETSEE ARCHT/CURTAIN WALLSEE ARCH6" CFMF STUD FRAMING SEE ARCHCURVED L8x4x7/16" BENT TO RADIUS (PRIOR TO STEEL FABRICATION COORD EDGE OF FASCIA ANGLE W/ CURTIAN WALL ANCHOR DETAILS)L3x3x1/4" @ 24" O.C. W/ L3x3x1/4" BRACE @ 24" O.C. TYPICAL AT ENTRANCE PERIMETER. (DEMO EXISTING STEEL ANGLES PRIOR TO INSTALLATION.)3/16"CURVED L4x4x1/4" BENT TO RADIUS (PRIOR TO STEEL FABRICATION COORD EDGE OF FASCIA ANGLE W/ CURTIAN WALL ANCHOR DETAILS)L3x3x1/4" @ 24" O.C. W/ L3x3x1/4" BRACE @ 24" O.C. TYPICAL AT ENTRANCE PERIMETER. (DEMO EXISTING STEEL ANGLES PRIOR TO INSTALLATION.)3/16"GLASS CURTAIN WALLGLASS CURTAIN WALLT/STEEL HIGH ENTRYSEE PLANT/STEEL LOW ENTRYSEE PLAN1 1/2" STL ROOF DECK. SEE PLAN3/16"D1T/PARAPETSEE ARCHENTRY ENCLOSURE 6" CFMF STUD FRAMING1 1/2" STL ROOF DECK. SEE PLANT/STEEL LOW ENTRYSEE PLANTHE STEEL NETWORK VERTICLIP SLB AT EACH STUDENTRY ENCLOSURE 6" STUD FRAMINGT/STEEL HIGH ENTRYSEE PLANDEMO EXIST CURVED L4x4x1/4" BENT TO RADIUS FOR CONT. FRAMINGDEMO EXIST L3x3x1/4" @ 24" O.C. W/ L3x3x1/4" BRACESTEEL NETWORK VERTICLIP SLSEXIST SPANDREL BEAMEXIST SPANDREL BEAMSTEEL NETWORK VERTICLIP SLS AT EACH STUDBEAMOF ENTRANCE CYLINDERVARIES WITH CURVECURVED TRACK BENT TO RADIUS FOR CONT. FRAMINGEXISTING CURVED L4x4x1/4" BENT TO RADIUS FOR CONT. FRAMING TO REMAINEXIST L3x3x1/4" @ 24" O.C. W/ L3x3x1/4" BRACE TO REMAIN6"SEE ARCHWAVE SHAPED CANOPYVIF1' - 2" +/-SEE ARCH2 1/2"EXIST W8 COLUMNPREFABRICATED WAVE SHAPED CANOPY. SLOPE TO INTERIOR GUTTER DRAIN.HSS8x4x3/8" CANOPY SUPPORT ARM. (HOT DIP GALV.)3/8" FULL DEPTH STIFFENERS AT EACH SIDE OF EXISITNG COLUMN.9"9"CANOPY SUPPORT ARMOUTSIDE FACE OF EXTERIOR WALL.ESCUTCHEON PLATE COVER.T/CANOPYSEE ARCH8S500EXIST W8 COLUMN(4) 3/4" DIA. ASTM F3125 HIGHSTRENGTH BOLTS.1' - 4"CANOPY SUPPORT ARM2"2"1 1/2"1 1/2"EQEQCOL WORKABLE GAGE5 1/2" VIF. MATCH5/8" THICK STEEL PLATE1/4"EXISTING WIDE FLANGE COLUMN.CUT DETERIORATED STEEL CUT OFF ALONG A LEVEL AND STRAIGHT LINE 2' - 0"EXIST HSS6x6x1/4" VIFNEW HSS6x6x1/4" SECTION (MATCH EXISTING) (HOT-DIP GALV)EXISTING STEEL BASE PLATE TO REMAIN.T/EXISTCONCRETE 1/4"TYPGRIND COMPLETED WELD FLAT AND SMOOTHNOTESA.GRIND TO BARE STEEL ALL STEEL TO BE WELDED.B.GRIND ALL WELDS SMOOTH.C.APPLY ZINC RICH PAINT TO ALL EXPOSED STEEL ANDFINISHED WELDS. COLOR TO BE APPROVED BY ARCHITECT.D.CLEAN ALL EXPOSED STEEL JAMBS AND LINTELS AND APPLYZINC RICH PAINT. COLOR TO BE APPROVED BY ARCHITECT.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2019 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910CONTRACTOR NOTICE:Drawings Contain Colored Annotation. Drawings Are Required To Be Printed In Color.Elwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50606)5$0,1*'(7$,/6MaguireHonda ofIthaca,VVXH)RU3HUPLW315 Elmira Rd.Ithaca, NY 14850%Addendum Schedule1" = 1'-0"1CANOPY BEAM SECTION1 1/2" = 1'-0"2CAP PLATE DETAIL1" = 1'-0"3MOMENT CONNECTION DETAIL M11" = 1'-0"4MOMENT CONNECTION DETAIL M21" = 1'-0"5SECTION AT ROOF EDGE 21" = 1'-0"6SECTION AT ROOF EDGE 11" = 1'-0"7CANOPY SUPPORT DETAIL1 1/2" = 1'-0"8CANOPY CONNECTION DETAIL1 1/2" = 1'-0"9EXTERIOR DOOR JAMB COLUMN BASE REPAIR DETAL 2 222 WP/GFCIWP/GFCIWPWPWP/GFCIGFCI GFCIGFCIGFCIGFCIGFCIGFCITVC2TV TVGFCIWP/GFCIFFFFKDOSOSDD OSOSOS D UPGFCIGFCIWP/GFCIWP/GFCIGFCIOHOHOHOHOHWPWPVSTWP33 CBOH1MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE2345566677777888888991010111111111111111111111111111111111111111288882032222222223Demolition Keynotes1Perform exploratory work in this area to determinesource of water leak into building.2Remove Curb. Prepare To Receive NewConstruction.3Remove Concrete Side Walk. Prepare To ReceiveNew Construction.4Remove Existing Entry Cylinder Except Structure.See Structural Drawings Prepare Surfaces ForConstruction of New Entry Cylinder.5Remove Exterior Wall. Patch and Repair to MatchAdjacent Existing and Prepare For NewConstruction.6Remove Curtain Wall System. Prepare Area ToReceive New Construction.7Remove Door. Prepare Adjacent Surfaces For NewConstruction8Remove Wall. Prepare Adjacent Surfaces For NewConstruction9Remove Counter and Sink. Prepare AdjacentSurfaces For New Construction10Remove Window. Prepare Opening To ReceiveNew Window.11Remove Finished Floor & Non StructuralComponents. Prepare Floor Per Manufacture SpecsTo Receive New Finish Flooring12Remove Failed Finishes, Repair, and Prepare AllWall and Floor Surfaces To Receive New Finishes.13Remove Plumbing Fixture. Prepare Connections toReceive New Construction.14Remove Canopy and Supports. Prepare ToReceive New Canopy and Supports.15Remove Ceiling & Associated Components.Prepare Area To Recieve New Construction.16Remove Fixture. See Electrical For Connections ToNew Fixtures.17Remove Sign. Provide Sign To Owner. Repair andPrepare Surfaces For New Construction.18Remove Sign To Be Relocated and Installed.Repair and Prepare surfaces for New Construction19Removing Siding. Prepare Surfaces To ReceiveNew Construction.20Remove Existing Sidewalk To Receive New SideWalk and EV Charging Station. CoordinateRemoval Extents To Line Up With Existing ControlJoints.21Saw Cut and Remove Existing Concrete Floor.Prepare To Recieve New Concrete Floor and Drain.22Room Bottom 4' of Gyp. Bd. & Prepare AdjecentSurfaces To Receive New Gyp. Board.23Garage Door Framing Contains StructuralComponents. See Structural To Ensure ProperRemoval and Replacement.MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE127777777766888881213131313131312121212101010101087218232323700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910AD101Demolition FloorPlan -Floor PlanMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BGENERAL DEMOLITION NOTESA Patch existing concrete floor system at anydepressions, voids or imperfections withArdex Type K-15 concrete leveller or equal.Provide at all masonry partition removalsnew or at former wall locations.B Existing equipment Locations shown mayvary. Field verify locations.C Remove all existing ACT ceiling systemscomplete including any hangers metal stuidsupports and etc.D Remove all electrical devices completeincluding all hangers and supports. Refer toElectrical DrawingsE Remove all structurally unsound areas ofthe existing plaster ceiling complete(applied to underside of existing floorstructre)F All indicated interior partitions to beremoved in their entirety. Verify all wallbase, ceiling conidtions prior to bid.G Refer to Asbestos Drawings and ProjectManual for Hazardous Material AbatementH Existing windows to be either abated,refurbished / repaired or removedcompletely and replaced - Refer to ProjectManualI Coordinate removals of exterior buildingcomponets with provisions for temporaryprotection to mantain building in weathertight & vandal proof conditions.1/8" = 1'-0"1D1st Floor_Demo-Front Half1/8" = 1'-0"1A1st Floor_Demo-Back HalfEmendation Schedule Demolition Keynotes1Perform exploratory work in this area to determinesource of water leak into building.2Remove Curb. Prepare To Receive NewConstruction.3Remove Concrete Side Walk. Prepare To ReceiveNew Construction.4Remove Existing Entry Cylinder Except Structure.See Structural Drawings Prepare Surfaces ForConstruction of New Entry Cylinder.5Remove Exterior Wall. Patch and Repair to MatchAdjacent Existing and Prepare For NewConstruction.6Remove Curtain Wall System. Prepare Area ToReceive New Construction.7Remove Door. Prepare Adjacent Surfaces For NewConstruction8Remove Wall. Prepare Adjacent Surfaces For NewConstruction9Remove Counter and Sink. Prepare AdjacentSurfaces For New Construction10Remove Window. Prepare Opening To ReceiveNew Window.11Remove Finished Floor & Non StructuralComponents. Prepare Floor Per Manufacture SpecsTo Receive New Finish Flooring12Remove Failed Finishes, Repair, and Prepare AllWall and Floor Surfaces To Receive New Finishes.13Remove Plumbing Fixture. Prepare Connections toReceive New Construction.14Remove Canopy and Supports. Prepare ToReceive New Canopy and Supports.15Remove Ceiling & Associated Components.Prepare Area To Recieve New Construction.16Remove Fixture. See Electrical For Connections ToNew Fixtures.17Remove Sign. Provide Sign To Owner. Repair andPrepare Surfaces For New Construction.18Remove Sign To Be Relocated and Installed.Repair and Prepare surfaces for New Construction19Removing Siding. Prepare Surfaces To ReceiveNew Construction.20Remove Existing Sidewalk To Receive New SideWalk and EV Charging Station. CoordinateRemoval Extents To Line Up With Existing ControlJoints.21Saw Cut and Remove Existing Concrete Floor.Prepare To Recieve New Concrete Floor and Drain.22Room Bottom 4' of Gyp. Bd. & Prepare AdjecentSurfaces To Receive New Gyp. Board.23Garage Door Framing Contains StructuralComponents. See Structural To Ensure ProperRemoval and Replacement.MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE7878700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910AD102DemolitionMezzanine PlanMaguireHonda ofIthacaIssue For Bid -02/20/2020315 Elmira Rd.Ithaca, NY 148501905BGENERAL DEMOLITION NOTESA Patch existing concrete floor system at anydepressions, voids or imperfections withArdex Type K-15 concrete leveller or equal.Provide at all masonry partition removalsnew or at former wall locations.B Existing equipment Locations shown mayvary. Field verify locations.C Remove all existing ACT ceiling systemscomplete including any hangers metal stuidsupports and etc.D Remove all electrical devices completeincluding all hangers and supports. Refer toElectrical DrawingsE Remove all structurally unsound areas ofthe existing plaster ceiling complete(applied to underside of existing floorstructre)F All indicated interior partitions to beremoved in their entirety. Verify all wallbase, ceiling conidtions prior to bid.G Refer to Asbestos Drawings and ProjectManual for Hazardous Material AbatementH Existing windows to be either abated,refurbished / repaired or removedcompletely and replaced - Refer to ProjectManualI Coordinate removals of exterior buildingcomponets with provisions for temporaryprotection to mantain building in weathertight & vandal proof conditions.1/8" = 1'-0"1FMezzanine - DemoEmendation Schedule TCDemolition Keynotes1Perform exploratory work in this area to determinesource of water leak into building.2Remove Curb. Prepare To Receive NewConstruction.3Remove Concrete Side Walk. Prepare To ReceiveNew Construction.4Remove Existing Entry Cylinder Except Structure.See Structural Drawings Prepare Surfaces ForConstruction of New Entry Cylinder.5Remove Exterior Wall. Patch and Repair to MatchAdjacent Existing and Prepare For NewConstruction.6Remove Curtain Wall System. Prepare Area ToReceive New Construction.7Remove Door. Prepare Adjacent Surfaces For NewConstruction8Remove Wall. Prepare Adjacent Surfaces For NewConstruction9Remove Counter and Sink. Prepare AdjacentSurfaces For New Construction10Remove Window. Prepare Opening To ReceiveNew Window.11Remove Finished Floor & Non StructuralComponents. Prepare Floor Per Manufacture SpecsTo Receive New Finish Flooring12Remove Failed Finishes, Repair, and Prepare AllWall and Floor Surfaces To Receive New Finishes.13Remove Plumbing Fixture. Prepare Connections toReceive New Construction.14Remove Canopy and Supports. Prepare ToReceive New Canopy and Supports.15Remove Ceiling & Associated Components.Prepare Area To Recieve New Construction.16Remove Fixture. See Electrical For Connections ToNew Fixtures.17Remove Sign. Provide Sign To Owner. Repair andPrepare Surfaces For New Construction.18Remove Sign To Be Relocated and Installed.Repair and Prepare surfaces for New Construction19Removing Siding. Prepare Surfaces To ReceiveNew Construction.20Remove Existing Sidewalk To Receive New SideWalk and EV Charging Station. CoordinateRemoval Extents To Line Up With Existing ControlJoints.21Saw Cut and Remove Existing Concrete Floor.Prepare To Recieve New Concrete Floor and Drain.22Room Bottom 4' of Gyp. Bd. & Prepare AdjecentSurfaces To Receive New Gyp. Board.23Garage Door Framing Contains StructuralComponents. See Structural To Ensure ProperRemoval and Replacement.MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE88888888884141455666151616161515161516151616151516161616161616777771010700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910AD103DemolitionReflected CeilingPlan -Front HalfMaguireHonda ofIthacaIssue For 3HUPLW20315 Elmira Rd.Ithaca, NY 148501905BGENERAL DEMOLITION NOTESA Patch existing concrete floor system at anydepressions, voids or imperfections withArdex Type K-15 concrete leveller or equal.Provide at all masonry partition removalsnew or at former wall locations.B Existing equipment Locations shown mayvary. Field verify locations.C Remove all existing ACT ceiling systemscomplete including any hangers metal stuidsupports and etc.D Remove all electrical devices completeincluding all hangers and supports. Refer toElectrical DrawingsE Remove all structurally unsound areas ofthe existing plaster ceiling complete(applied to underside of existing floorstructre)F All indicated interior partitions to beremoved in their entirety. Verify all wallbase, ceiling conidtions prior to bid.G Refer to Asbestos Drawings and ProjectManual for Hazardous Material AbatementH Existing windows to be either abated,refurbished / repaired or removedcompletely and replaced - Refer to ProjectManualI Coordinate removals of exterior buildingcomponets with provisions for temporaryprotection to mantain building in weathertight & vandal proof conditions.1/8" = 1'-0"11st Floor - Demo_Front HalfEmendation Schedule Demolition Keynotes1Perform exploratory work in this area to determinesource of water leak into building.2Remove Curb. Prepare To Receive NewConstruction.3Remove Concrete Side Walk. Prepare To ReceiveNew Construction.4Remove Existing Entry Cylinder Except Structure.See Structural Drawings Prepare Surfaces ForConstruction of New Entry Cylinder.5Remove Exterior Wall. Patch and Repair to MatchAdjacent Existing and Prepare For NewConstruction.6Remove Curtain Wall System. Prepare Area ToReceive New Construction.7Remove Door. Prepare Adjacent Surfaces For NewConstruction8Remove Wall. Prepare Adjacent Surfaces For NewConstruction9Remove Counter and Sink. Prepare AdjacentSurfaces For New Construction10Remove Window. Prepare Opening To ReceiveNew Window.11Remove Finished Floor & Non StructuralComponents. Prepare Floor Per Manufacture SpecsTo Receive New Finish Flooring12Remove Failed Finishes, Repair, and Prepare AllWall and Floor Surfaces To Receive New Finishes.13Remove Plumbing Fixture. Prepare Connections toReceive New Construction.14Remove Canopy and Supports. Prepare ToReceive New Canopy and Supports.15Remove Ceiling & Associated Components.Prepare Area To Recieve New Construction.16Remove Fixture. See Electrical For Connections ToNew Fixtures.17Remove Sign. Provide Sign To Owner. Repair andPrepare Surfaces For New Construction.18Remove Sign To Be Relocated and Installed.Repair and Prepare surfaces for New Construction19Removing Siding. Prepare Surfaces To ReceiveNew Construction.20Remove Existing Sidewalk To Receive New SideWalk and EV Charging Station. CoordinateRemoval Extents To Line Up With Existing ControlJoints.21Saw Cut and Remove Existing Concrete Floor.Prepare To Recieve New Concrete Floor and Drain.22Room Bottom 4' of Gyp. Bd. & Prepare AdjecentSurfaces To Receive New Gyp. Board.23Garage Door Framing Contains StructuralComponents. See Structural To Ensure ProperRemoval and Replacement.1516MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE151516161616768108101077771010101010101010778700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910AD104DemolitionReflected CeilingPlan -Back HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BGENERAL DEMOLITION NOTESA Patch existing concrete floor system at anydepressions, voids or imperfections withArdex Type K-15 concrete leveller or equal.Provide at all masonry partition removalsnew or at former wall locations.B Existing equipment Locations shown mayvary. Field verify locations.C Remove all existing ACT ceiling systemscomplete including any hangers metal stuidsupports and etc.D Remove all electrical devices completeincluding all hangers and supports. Refer toElectrical DrawingsE Remove all structurally unsound areas ofthe existing plaster ceiling complete(applied to underside of existing floorstructre)F All indicated interior partitions to beremoved in their entirety. Verify all wallbase, ceiling conidtions prior to bid.G Refer to Asbestos Drawings and ProjectManual for Hazardous Material AbatementH Existing windows to be either abated,refurbished / repaired or removedcompletely and replaced - Refer to ProjectManualI Coordinate removals of exterior buildingcomponets with provisions for temporaryprotection to mantain building in weathertight & vandal proof conditions.1/8" = 1'-0"1A1st Floor - Demo_Back HalfEmendation Schedule 1st Floor0"T.O. Service Wall17' - 0"7777777101010101010191ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"771ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0'-0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"141ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"141ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"5544441AA3041ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"4544444445551417181AA3031ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"10710101010101077771ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"444441417551AA3041ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"Demolition Keynotes1Perform exploratory work in this area to determinesource of water leak into building.2Remove Curb. Prepare To Receive NewConstruction.3Remove Concrete Side Walk. Prepare To ReceiveNew Construction.4Remove Existing Entry Cylinder Except Structure.See Structural Drawings Prepare Surfaces ForConstruction of New Entry Cylinder.5Remove Exterior Wall. Patch and Repair to MatchAdjacent Existing and Prepare For NewConstruction.6Remove Curtain Wall System. Prepare Area ToReceive New Construction.7Remove Door. Prepare Adjacent Surfaces For NewConstruction8Remove Wall. Prepare Adjacent Surfaces For NewConstruction9Remove Counter and Sink. Prepare AdjacentSurfaces For New Construction10Remove Window. Prepare Opening To ReceiveNew Window.11Remove Finished Floor & Non StructuralComponents. Prepare Floor Per Manufacture SpecsTo Receive New Finish Flooring12Remove Failed Finishes, Repair, and Prepare AllWall and Floor Surfaces To Receive New Finishes.13Remove Plumbing Fixture. Prepare Connections toReceive New Construction.14Remove Canopy and Supports. Prepare ToReceive New Canopy and Supports.15Remove Ceiling & Associated Components.Prepare Area To Recieve New Construction.16Remove Fixture. See Electrical For Connections ToNew Fixtures.17Remove Sign. Provide Sign To Owner. Repair andPrepare Surfaces For New Construction.18Remove Sign To Be Relocated and Installed.Repair and Prepare surfaces for New Construction19Removing Siding. Prepare Surfaces To ReceiveNew Construction.20Remove Existing Sidewalk To Receive New SideWalk and EV Charging Station. CoordinateRemoval Extents To Line Up With Existing ControlJoints.21Saw Cut and Remove Existing Concrete Floor.Prepare To Recieve New Concrete Floor and Drain.22Room Bottom 4' of Gyp. Bd. & Prepare AdjecentSurfaces To Receive New Gyp. Board.23Garage Door Framing Contains StructuralComponents. See Structural To Ensure ProperRemoval and Replacement.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910AD105DemolitionExteriorElevationsMaguireHonda ofIthaca,VVXHIRU3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AService Garage South Elevation - Demo1/8" = 1'-0"1CService Garage East Elevation - Demolition1/8" = 1'-0"1DService Center West Elevation - Demolition1/8" = 1'-0"4CService Center East Elevation - Demolition1/8" = 1'-0"1EService Center South Elevation - Demolition1/8" = 1'-0"1GShowroom South Elevation - Demolition1/8" = 1'-0"4GShowroom West Elevation - Demolition1/8" = 1'-0"1HService Garage North Elevation - Demolition1/8" = 1'-0"8GShowroom North Elevation - DemolitionGENERAL DEMOLITION NOTESA Patch existing concrete floor system at anydepressions, voids or imperfections withArdex Type K-15 concrete leveller or equal.Provide at all masonry partition removalsnew or at former wall locations.B Existing equipment Locations shown mayvary. Field verify locations.C Remove all existing ACT ceiling systemscomplete including any hangers metal stuidsupports and etc.D Remove all electrical devices completeincluding all hangers and supports. Refer toElectrical DrawingsE Remove all structurally unsound areas ofthe existing plaster ceiling complete(applied to underside of existing floorstructre)F All indicated interior partitions to beremoved in their entirety. Verify all wallbase, ceiling conidtions prior to bid.G Refer to Asbestos Drawings and ProjectManual for Hazardous Material AbatementH Existing windows to be either abated,refurbished / repaired or removedcompletely and replaced - Refer to ProjectManualI Coordinate removals of exterior buildingcomponets with provisions for temporaryprotection to mantain building in weathertight & vandal proof conditions.Emendation Schedule B9B8B4B2B1E1A2A3F2F3F4C2D2C3C4C7C8C9C10A1C5C6C1D1F1B7A5A4A6A8B6B5A9B3MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE101b101a1A3012A3011A3022A302IM01--IM01--IM02--IM01--IM01--IM02--IM02--IM02--IM01--IM01--IM01--IM01--IM02--EGE-01EGE-0214' - 4 1/2"11' - 1 3/4"8' - 7 1/4"1' - 9"8' - 1 1/2"4' - 3 1/2"13' - 3 3/4"4' - 11"9 3/4"10 1/4"1' - 6"1' - 6"14' - 0"25' - 9 3/4"9 3/4"1' - 8 1/2"3' - 6"3' - 7"2' - 5"R 11' - 5"Align6"IM01--R 10' - 0"11' - 1 1/2"EQ3 ' - 2 "E QEQ3' - 2"EQ102-3106-4106-5106-7106-6106-1106-2106-3102-2102-1107-1105104117b110-2110-1110a108121122-1120109107-2113-1IGI-02IGI-03IM01--4' - 9"122-1119-2SM06---4' - 8 3/4"9' - 9 3/4"4' - 11 3/4"R 10' - 0"EGE-04EM01--119-1514' - 0"44' - 0"102-44' - 7 1/2"20' - 11"6' - 0"29' - 6"27' - 5"R 5' - 0"R 5' - 0"16' - 4 1/2"15' - 1"4' - 10"3' - 5 3/4"2' - 0"10' - 10 1/2"11' - 6 1/4"3' - 0 1/2"21' - 0"IM02---IB01swIB01swIM06sw122-6122-2118-1118-22' - 0"26' - 0"7' - 6"1AA3041AA303EGE-046' - 7 1/4"28' - 9 1/2"3' - 6"9' - 10"1' - 10 1/2"4' - 0"1IM01---8' - 8 9/16"5' - 2 13/16"3' - 4 15/16"666678EB01---EB01---EB01---EB01---Women104Men105F & I112F & I113ServiceCenter107ServiceManager108CustomerLounge103ServiceReception106SpecialTools122aPartsReceiving119ServiceGarage122FeatureVehicle102fInfo Center102bVestibule101Office114Kids Area102cQuietLounge103bVehicleDeliveryCenter102aCashier117bOffice111Toilet110aOffice109Key Room102eStairSA1Closet118c118-311111111A1017G7BA305AB12CD2D1C10BodyshopManager121Construction Keynotes1Install Concrete Foundation and Pad For Carport.Install Carport. See Site Details For ConcreteSlab.2All Existing Walls Throughout Space To BePatched, Repaired, Cleaned and Prepped For aNew Painted Finish Unless Otherwise Noted.3Remove Patch And Infill Opening To Match WallConstruction.4Roof Access Door To Be Patched and Repaired.Remove Existing Flash Curb Assembly And AnyLoose Sealant. Clean And Prepare For NewSealant and Flashing. Provide Necessary Sealant,Insualtion and Flashing For Waterproof Seal. SeeSpecifications For Reference5Provide 20' Dia. Exterior Entrance Cylinder FromPattison Sign Group. See Spec For Allowance.Coordinate With Structural For ConnectionAnchors.6Install IM01 Wall. See Interior Elevations For MoreDetail About Info Center Special Feature Wall.7Install Glass Feature Wall. See Interior ElevationsFor More Information.8Install New Concrete Sidewalk To Match AdjacentSidewalks. Pin To Existing Sidewalks and ProvideExpansion Joints.9ALTERNATE 1: Replace Roofing EPDM Roofing,Insulation Over Service Portion of Building.Asbestos Abatement of Openings Will Need ToOccur Prior To This Portion Of Work Proceeding.10Install New Sturctural Concrete Floor To MatchAdjacent Existing Construction. Center Pins inNew Slab To Existing Slab Every 32" O.C. With #5Bar Extending a Min. of 12" Into Each Slab.11Provide New Abuse Resistive Gyp. Bd. To MatchAdjacent Existing Thickness. Provide NewInsulation To Match Adjacent Existing. Prepare ToReceive New Finish.12 Existing Satellite Dish - Coordinate new posistion /location with Owner.13Provide Pitch Pocket for new mech. Equipment.Coordinate with mechanical contractor for location14Provide new Roof Drain and (2) 4"x4"x5/16" SteelAngle frame all edges of opening weld to existingsteel bar joists. Verify in Field.15 Bi-Level Roof Drain and (2) 4"x4"x5/16" SteelAngle frame all edges of opening weld to existingsteel bar joists. Verify in Field.16Provide Pipe Boot Detail17Provide Roof Vent18Provide new roofing at new entrance system. LapSeam existing roofing to new roofing system.Maintain roof warranty.19 Building Expansion Joint20Remove and Replace Existing 2" Roof Deck w/ 2"Roof Deck to Match Existing21Remove Existing Roof Leader and Roof DrainComplete22New 4" PVC Roof Leader. Support Off ExistingStructure23Remove Existing Concrete and Roof Leader.Provide New Cast Iron Roof Leader24Remove Existing Asphalt Pavement and excavatefor new drainage line to min. 2'-0" above initialgravel cover. Install New 6" PVC Piping(Non-Perforated) To Existing Catch Basin in 8"Compacted Gravel Base (NYSDOT) #2 Crusherstone mix and initial NYSDOT#2 Crusher Stonemix over pipe and final compacted gravel base(#2) and asphalt base and asphalt topping.25Existing Catch Basin26Patch and repair damaged portions of the existingmetal decking this area. Assume approximately700 sf. Spot weld to existing.27Remove asbestos piping boots this area and anyAsbestos containing materials. Provide newmetal ductwork and roof terminattions connect toexisting mechanical equipment. Verify in Feild5/8" Gyp. Bd. Face One SideScheduled CeilingInclude Fastcap Tapeable Wall Cap. Each SideExisting StructureScheduled FlooringScheduled Wall Base One Side TypicalWall TypesIM01 : ---Function:I : Interior PartitionCore:M : MetalVariation:01 : *Exterior*5/8" Gyp. Bd.Structural3 5/8" Mtl. Sd.*Interior*Attributes:---: None5/8" Gyp. Bd. Face Each Side3 5/8" Metal Studs @16" o.c.Scheduled CeilingInclude Fastcap Tapeable Wall Cap. Each SideExisting StructureScheduled FlooringScheduled Wall Base Each Side TypicalIM02 : ---Function:I : Interior PartitionCore:M : MetalVariation:02: *Exterior*5/8" Gyp. Bd.Structural3 5/8" Mtl. Sd.*Interior*5/8" Gyp. Bd.Attributes:---: None5/8" Gyp. Bd. Face One Side1 5/8" Metal Studs @16" o.c.Scheduled CeilingInclude Fastcap Tapeable Wall Cap. Each SideExisting StructureScheduled FlooringSM02 : ---Function:S : SoffitCore:M : MetalVariation:01: *Exterior*5/8" Gyp. Bd.Structural3 5/8" Mtl. Sd.*Interior*Attributes:---: None5/8" Gyp. Bd. Face One SideExisting PartitionScheduled CeilingInclude Fastcap Tapeable Wall Cap. Each SideExisting StructureScheduled FlooringScheduled Wall Base Each Side TypicalSM06 : ---Function:S : SoffitCore:M : MetalVariation:02: *Exterior*5/8" Gyp. Bd.Structural*Interior*Attributes:---: None3 1/2" Owens Corning EcoTouch (SAB)3 1/2" Owens Corning EcoTouch (SAB)3 5/8" Metal Studs @16" o.c.3 1/2" Owens Corning EcoTouch (SAB)EM01 : ---Function:E : Exterior PartitionCore:M : MetalVariation:01 : *Exterior*1-1/2"T ACM PanelLiquid Applied Air Barrier5/8"T Gyp. BoardStructural6"T Mtl. Stud*Interior*5/8"T Gyp. BoardLiquid Applied Air Barrier6" Mtl. Stud5/8"T Gypsum Board2-1/4"T ACM Panel3"T Spray Insulation SystemWall Types General Notes1.Refer To StructuralDrawings For Load BearingWalls. If Wall is Load BearingThen Cold Form StructuralStuds Will Be used in Lieu ofMetal Studs. If AnyDiscrepancies are FoundNotify Architect Immediately.5/8"T Gypsum BoardIM06 : ---Function:E : InteriorCore:M : MetalVariation:01 : *Interior 1*5/8"T Gyp. BoardStructural6"T Mtl. Stud*Interior 2*5/8"T Gyp. BoardIB01 : ---Function:E : InteriorCore:B : MasonryVariation:01 : *Interior 1*5/8"T Gyp. Board1 5/8"T Mtl. Hat ChannelStructural7 5/8"T CMU*Interior 2*Nom. 8" T CMU1 5/8" T Mtl. Hat Channel5/8" Gyp. Bd.2" Bullnose CMU Cap5/8" Gyp. Bd.5/8" Gyp. Bd.6" Mtl. Stud.4'-2".D2C9C10MP-1 (Refer to Exterior Finish Schedule) 1 1/2" EIFS 1/2" Exterior Gyp. Bd. 6" Mtl. Stud Wall Attachedto Existing Structure D2C101' - 0"1' - 0"1' - 0"1/2"1/2"700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A101Architectural -Framing Plan -Front HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AArchitectural - Floor Plan - Front HalfGENERAL CONSTRUCTION NOTESA Contractor is to verify all conditions andnotify architect of any discrepancies priorto commencing work.B Contractor is to coordinate with all tradesfor ceiling penetrations and providebracing for extra support as necessary forproper installation.C All wood blocking in building to be fireretardant..D The contractor shall verify all dimensionsin the field. Contract drawings are notintended to represent exact dimensions.Field dimensions are the responsabilitiy ofthe contractor for all phases includingbidding, fabrications, coordianations andconstruction.E All penetrations through floors, drywalland masonry surfaces including but notlimited to pipe, conduit, ductwork, grilles,registars, device boxes, hanger rods, etc.Shall have their common joints withdrywall and/or masonry sealed to providean fire rated, airtight seal. Assurecompatibilty of all sealants and allmaterials.F Contractor to remove any stray paint, dirtor stains incurred during the constructionprocess. Contractor shall be responsiblefor removing all temporary equipmentcoverings used during construction and heshall also be responsible for the removingof his trash off of the job site daily.G Contractor to provide all necessary firetreated blocking & bracing in the wall forall millwork/cabinetry.H Contractor to prep all surfaces for finalfinish as recomended by finish manuf. Allprior surfaces containing glues oradhesives shall be first coated to ensurecompatibility of new adhesives and newfinish material systems.J The contractor shall perform all cuttingand welding in compliance with thepublished standards of NFPA. Thecontractor shall provide fire watches for allcutting, gridding, and welding operations.the trainning of these watches and use ofthe contractors supplied fire extinguishersis the responsability of the contractor -other than normal business hours,coordinate with owner or owner'srepresentative..L Perform all work and install materials instrict accordance with manufacturesspecifications and instructions and in amanner consistent with industry standardof workmanship.M The contractor shall examine all surfacesto determine that they are sound, dry,clean and ready to receive finishes prior toinstallation. Start of installation shall implyacceptance of substrate and shall not begrounds for claims, against improperperformance of installed materials. Advisearchitect of any construction not leveled,smooth and plumb within industrystandards and equipment.N The contractor shall maintain all exists,exit lighting, fire protection devices and lifesafety systems in working order 24 hoursprior to occupancy of any phase, thecontractor shall thoroughly clean allsurfaces and equipment of dust, debris,loose construction material and equipmentVaccum all floors and clean windows..P The contractor shall fully acquaint himselfwith the conditions of the contract, localconditions relating to location, accessibilityand general character of the constructionsite and local labor conditions so that heunderstands the nature, extent, difficulties,and restrictions related to the executionofwork. Notify architect of all discrepanciesprior to commencing work.Q The contractor shall comply withmanufacture's instructions when relocatingand/or installing any equipment andfurnishings.R The contractor shall coordinate work withall trades on the project not under contractto the said G.C. (I.E. Telephone vendors,computer installers, etc). Any changes ordelays arising from conflicts between suchtrades shall be the responsability of thecontractor at no additional cost to theowner.S Do not scale drawings. Dimension govern.Large scale details govern over smallscale details. In the event of anydiscrepency the more costly approach(either Materials, Labor cost andcombined Materials+Labor Cost) shall beprovidedT All roof leaders shall have 2" thermalinsulation and joints sealed1" = 1'-0"7GArchitectural - Floor Plan - Front Half - Callout 1Emendation Schedule UPMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE4BA3053A302Oil Storage123BreakRoom127Men128Women129EstimatingBays130CollisionCenter131ServiceGarage122Wash Bays125Body Shop132Paint135Office134122-5125-1125-2125-3132-2132-1131-1130-2130-1122-4122-3131-3129-1124-2124-1125-4131-2130-3Construction Keynotes1Install Concrete Foundation and Pad For Carport.Install Carport. See Site Details For ConcreteSlab.2All Existing Walls Throughout Space To BePatched, Repaired, Cleaned and Prepped For aNew Painted Finish Unless Otherwise Noted.3Remove Patch And Infill Opening To Match WallConstruction.4Roof Access Door To Be Patched and Repaired.Remove Existing Flash Curb Assembly And AnyLoose Sealant. Clean And Prepare For NewSealant and Flashing. Provide Necessary Sealant,Insualtion and Flashing For Waterproof Seal. SeeSpecifications For Reference5Provide 20' Dia. Exterior Entrance Cylinder FromPattison Sign Group. See Spec For Allowance.Coordinate With Structural For ConnectionAnchors.6Install IM01 Wall. See Interior Elevations For MoreDetail About Info Center Special Feature Wall.7Install Glass Feature Wall. See Interior ElevationsFor More Information.8Install New Concrete Sidewalk To Match AdjacentSidewalks. Pin To Existing Sidewalks and ProvideExpansion Joints.9ALTERNATE 1: Replace Roofing EPDM Roofing,Insulation Over Service Portion of Building.Asbestos Abatement of Openings Will Need ToOccur Prior To This Portion Of Work Proceeding.10Install New Sturctural Concrete Floor To MatchAdjacent Existing Construction. Center Pins inNew Slab To Existing Slab Every 32" O.C. With #5Bar Extending a Min. of 12" Into Each Slab.11Provide New Abuse Resistive Gyp. Bd. To MatchAdjacent Existing Thickness. Provide NewInsulation To Match Adjacent Existing. Prepare ToReceive New Finish.12 Existing Satellite Dish - Coordinate new posistion /location with Owner.13Provide Pitch Pocket for new mech. Equipment.Coordinate with mechanical contractor for location14Provide new Roof Drain and (2) 4"x4"x5/16" SteelAngle frame all edges of opening weld to existingsteel bar joists. Verify in Field.15 Bi-Level Roof Drain and (2) 4"x4"x5/16" SteelAngle frame all edges of opening weld to existingsteel bar joists. Verify in Field.16Provide Pipe Boot Detail17Provide Roof Vent18Provide new roofing at new entrance system. LapSeam existing roofing to new roofing system.Maintain roof warranty.19 Building Expansion Joint20Remove and Replace Existing 2" Roof Deck w/ 2"Roof Deck to Match Existing21Remove Existing Roof Leader and Roof DrainComplete22New 4" PVC Roof Leader. Support Off ExistingStructure23Remove Existing Concrete and Roof Leader.Provide New Cast Iron Roof Leader24Remove Existing Asphalt Pavement and excavatefor new drainage line to min. 2'-0" above initialgravel cover. Install New 6" PVC Piping(Non-Perforated) To Existing Catch Basin in 8"Compacted Gravel Base (NYSDOT) #2 Crusherstone mix and initial NYSDOT#2 Crusher Stonemix over pipe and final compacted gravel base(#2) and asphalt base and asphalt topping.25Existing Catch Basin26Patch and repair damaged portions of the existingmetal decking this area. Assume approximately700 sf. Spot weld to existing.27Remove asbestos piping boots this area and anyAsbestos containing materials. Provide newmetal ductwork and roof terminattions connect toexisting mechanical equipment. Verify in Feild700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A102Architectural -Framing Plan -Back HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AArchitectural - Floor Plan - Back HalfGENERAL CONSTRUCTION NOTESA Contractor is to verify all conditions andnotify architect of any discrepancies priorto commencing work.B Contractor is to coordinate with all tradesfor ceiling penetrations and providebracing for extra support as necessary forproper installation.C All wood blocking in building to be fireretardant..D The contractor shall verify all dimensionsin the field. Contract drawings are notintended to represent exact dimensions.Field dimensions are the responsabilitiy ofthe contractor for all phases includingbidding, fabrications, coordianations andconstruction.E All penetrations through floors, drywalland masonry surfaces including but notlimited to pipe, conduit, ductwork, grilles,registars, device boxes, hanger rods, etc.Shall have their common joints withdrywall and/or masonry sealed to providean fire rated, airtight seal. Assurecompatibilty of all sealants and allmaterials.F Contractor to remove any stray paint, dirtor stains incurred during the constructionprocess. Contractor shall be responsiblefor removing all temporary equipmentcoverings used during construction and heshall also be responsible for the removingof his trash off of the job site daily.G Contractor to provide all necessary firetreated blocking & bracing in the wall forall millwork/cabinetry.H Contractor to prep all surfaces for finalfinish as recomended by finish manuf. Allprior surfaces containing glues oradhesives shall be first coated to ensurecompatibility of new adhesives and newfinish material systems.J The contractor shall perform all cuttingand welding in compliance with thepublished standards of NFPA. Thecontractor shall provide fire watches for allcutting, gridding, and welding operations.the trainning of these watches and use ofthe contractors supplied fire extinguishersis the responsability of the contractor -other than normal business hours,coordinate with owner or owner'srepresentative..L Perform all work and install materials instrict accordance with manufacturesspecifications and instructions and in amanner consistent with industry standardof workmanship.M The contractor shall examine all surfacesto determine that they are sound, dry,clean and ready to receive finishes prior toinstallation. Start of installation shall implyacceptance of substrate and shall not begrounds for claims, against improperperformance of installed materials. Advisearchitect of any construction not leveled,smooth and plumb within industrystandards and equipment.N The contractor shall maintain all exists,exit lighting, fire protection devices and lifesafety systems in working order 24 hoursprior to occupancy of any phase, thecontractor shall thoroughly clean allsurfaces and equipment of dust, debris,loose construction material and equipmentVaccum all floors and clean windows..P The contractor shall fully acquaint himselfwith the conditions of the contract, localconditions relating to location, accessibilityand general character of the constructionsite and local labor conditions so that heunderstands the nature, extent, difficulties,and restrictions related to the executionofwork. Notify architect of all discrepanciesprior to commencing work.Q The contractor shall comply withmanufacture's instructions when relocatingand/or installing any equipment andfurnishings.R The contractor shall coordinate work withall trades on the project not under contractto the said G.C. (I.E. Telephone vendors,computer installers, etc). Any changes ordelays arising from conflicts between suchtrades shall be the responsability of thecontractor at no additional cost to theowner.S Do not scale drawings. Dimension govern.Large scale details govern over smallscale details. In the event of anydiscrepency the more costly approach(either Materials, Labor cost andcombined Materials+Labor Cost) shall beprovidedT All roof leaders shall have 2" thermalinsulation and joints sealedEmendation Schedule MATCH LINEMATCH LINEMATCH LINEMATCH LINE9SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPEAB12CD2D1C10121212121212121212131313131313131315152017171717171717201717171720201717202017171720+1" Above Existing Roof Deck+8.5" Above Existing Roof Deck+8.5"Above Existing Roof Deck1818181/4"12"20202017202021141414+1" Above Existing Roof Deck14222222232323252424262627Typ.SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE4BA3053A302MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE132-3IM02---IM02--Construction Keynotes1Install Concrete Foundation and Pad For Carport.Install Carport. See Site Details For ConcreteSlab.2All Existing Walls Throughout Space To BePatched, Repaired, Cleaned and Prepped For aNew Painted Finish Unless Otherwise Noted.3Remove Patch And Infill Opening To Match WallConstruction.4Roof Access Door To Be Patched and Repaired.Remove Existing Flash Curb Assembly And AnyLoose Sealant. Clean And Prepare For NewSealant and Flashing. Provide Necessary Sealant,Insualtion and Flashing For Waterproof Seal. SeeSpecifications For Reference5Provide 20' Dia. Exterior Entrance Cylinder FromPattison Sign Group. See Spec For Allowance.Coordinate With Structural For ConnectionAnchors.6Install IM01 Wall. See Interior Elevations For MoreDetail About Info Center Special Feature Wall.7Install Glass Feature Wall. See Interior ElevationsFor More Information.8Install New Concrete Sidewalk To Match AdjacentSidewalks. Pin To Existing Sidewalks and ProvideExpansion Joints.9ALTERNATE 1: Replace Roofing EPDM Roofing,Insulation Over Service Portion of Building.Asbestos Abatement of Openings Will Need ToOccur Prior To This Portion Of Work Proceeding.10Install New Sturctural Concrete Floor To MatchAdjacent Existing Construction. Center Pins inNew Slab To Existing Slab Every 32" O.C. With #5Bar Extending a Min. of 12" Into Each Slab.11Provide New Abuse Resistive Gyp. Bd. To MatchAdjacent Existing Thickness. Provide NewInsulation To Match Adjacent Existing. Prepare ToReceive New Finish.12 Existing Satellite Dish - Coordinate new posistion /location with Owner.13Provide Pitch Pocket for new mech. Equipment.Coordinate with mechanical contractor for location14Provide new Roof Drain and (2) 4"x4"x5/16" SteelAngle frame all edges of opening weld to existingsteel bar joists. Verify in Field.15 Bi-Level Roof Drain and (2) 4"x4"x5/16" SteelAngle frame all edges of opening weld to existingsteel bar joists. Verify in Field.16Provide Pipe Boot Detail17 Provide Roof Vent18Provide new roofing at new entrance system. LapSeam existing roofing to new roofing system.Maintain roof warranty.19 Building Expansion Joint20Remove and Replace Existing 2" Roof Deck w/ 2"Roof Deck to Match Existing21Remove Existing Roof Leader and Roof DrainComplete22New 4" PVC Roof Leader. Support Off ExistingStructure23Remove Existing Concrete and Roof Leader.Provide New Cast Iron Roof Leader24Remove Existing Asphalt Pavement and excavatefor new drainage line to min. 2'-0" above initialgravel cover. Install New 6" PVC Piping(Non-Perforated) To Existing Catch Basin in 8"Compacted Gravel Base (NYSDOT) #2 Crusherstone mix and initial NYSDOT#2 Crusher Stonemix over pipe and final compacted gravel base(#2) and asphalt base and asphalt topping.25Existing Catch Basin26Patch and repair damaged portions of the existingmetal decking this area. Assume approximately700 sf. Spot weld to existing.27Remove asbestos piping boots this area and anyAsbestos containing materials. Provide newmetal ductwork and roof terminattions connect toexisting mechanical equipment. Verify in Feild700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A103Architectural -Floor Plans -Upper LevelsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/32" = 1'-0"1AArchitectural - Roof Plan1/8" = 1'-0"1FArchitectural - MezzanineGENERAL CONSTRUCTION NOTESA Contractor is to verify all conditions andnotify architect of any discrepancies priorto commencing work.B Contractor is to coordinate with all tradesfor ceiling penetrations and providebracing for extra support as necessary forproper installation.C All wood blocking in building to be fireretardant..D The contractor shall verify all dimensionsin the field. Contract drawings are notintended to represent exact dimensions.Field dimensions are the responsabilitiy ofthe contractor for all phases includingbidding, fabrications, coordianations andconstruction.E All penetrations through floors, drywalland masonry surfaces including but notlimited to pipe, conduit, ductwork, grilles,registars, device boxes, hanger rods, etc.Shall have their common joints withdrywall and/or masonry sealed to providean fire rated, airtight seal. Assurecompatibilty of all sealants and allmaterials.F Contractor to remove any stray paint, dirtor stains incurred during the constructionprocess. Contractor shall be responsiblefor removing all temporary equipmentcoverings used during construction and heshall also be responsible for the removingof his trash off of the job site daily.G Contractor to provide all necessary firetreated blocking & bracing in the wall forall millwork/cabinetry.H Contractor to prep all surfaces for finalfinish as recomended by finish manuf. Allprior surfaces containing glues oradhesives shall be first coated to ensurecompatibility of new adhesives and newfinish material systems.J The contractor shall perform all cuttingand welding in compliance with thepublished standards of NFPA. Thecontractor shall provide fire watches for allcutting, gridding, and welding operations.the trainning of these watches and use ofthe contractors supplied fire extinguishersis the responsability of the contractor -other than normal business hours,coordinate with owner or owner'srepresentative..L Perform all work and install materials instrict accordance with manufacturesspecifications and instructions and in amanner consistent with industry standardof workmanship.M The contractor shall examine all surfacesto determine that they are sound, dry,clean and ready to receive finishes prior toinstallation. Start of installation shall implyacceptance of substrate and shall not begrounds for claims, against improperperformance of installed materials. Advisearchitect of any construction not leveled,smooth and plumb within industrystandards and equipment.N The contractor shall maintain all exists,exit lighting, fire protection devices and lifesafety systems in working order 24 hoursprior to occupancy of any phase, thecontractor shall thoroughly clean allsurfaces and equipment of dust, debris,loose construction material and equipmentVaccum all floors and clean windows..P The contractor shall fully acquaint himselfwith the conditions of the contract, localconditions relating to location, accessibilityand general character of the constructionsite and local labor conditions so that heunderstands the nature, extent, difficulties,and restrictions related to the executionofwork. Notify architect of all discrepanciesprior to commencing work.Q The contractor shall comply withmanufacture's instructions when relocatingand/or installing any equipment andfurnishings.R The contractor shall coordinate work withall trades on the project not under contractto the said G.C. (I.E. Telephone vendors,computer installers, etc). Any changes ordelays arising from conflicts between suchtrades shall be the responsability of thecontractor at no additional cost to theowner.S Do not scale drawings. Dimension govern.Large scale details govern over smallscale details. In the event of anydiscrepency the more costly approach(either Materials, Labor cost andcombined Materials+Labor Cost) shall beprovidedT All roof leaders shall have 2" thermalinsulation and joints sealedEmendation Schedule TC JJACT7'-3"GYP7'-2"GYP7'-8"ACT7'-9"GYP7'-3"SM02--SM02--SM02--SM02--SM02--IM01--ACT22'-0"ACT7'-9"ACT7'-9"ACT7'-9"ACT7'-9"ACT7'-9"ACT7'-9"ACT7'-9"ACT7'-9"SM02--SM02--GYP7'-2"ACT7'-9"ACT17'-11"MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEACT7'-3"111112233AB12CD2D1C10Reflected Ceiling Keynotes1Exposed Structure To Be Cleaned, Prepared, andPainted PI-6 Throughout This Space.2 Exposed Structure To Be Cleaned, Prepared, andPainted PI-5 Throughout This Space.3 Exposed Structure To Be Cleaned, Prepared, andPainted PI-7 Throughout This Space700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A110Reflected CeilingPlan -Front HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AReflected Ceiling Plan - Front HalfGENERAL CONSTRUCTION NOTESA Contractor is to verify all conditions andnotify architect of any discrepancies priorto commencing work.B Contractor is to coordinate with all tradesfor ceiling penetrations and providebracing for extra support as necessary forproper installation.C All wood blocking in building to be fireretardant..D The contractor shall verify all dimensionsin the field. Contract drawings are notintended to represent exact dimensions.Field dimensions are the responsabilitiy ofthe contractor for all phases includingbidding, fabrications, coordianations andconstruction.E All penetrations through floors, drywalland masonry surfaces including but notlimited to pipe, conduit, ductwork, grilles,registars, device boxes, hanger rods, etc.Shall have their common joints withdrywall and/or masonry sealed to providean fire rated, airtight seal. Assurecompatibilty of all sealants and allmaterials.F Contractor to remove any stray paint, dirtor stains incurred during the constructionprocess. Contractor shall be responsiblefor removing all temporary equipmentcoverings used during construction and heshall also be responsible for the removingof his trash off of the job site daily.G Contractor to provide all necessary firetreated blocking & bracing in the wall forall millwork/cabinetry.H Contractor to prep all surfaces for finalfinish as recomended by finish manuf. Allprior surfaces containing glues oradhesives shall be first coated to ensurecompatibility of new adhesives and newfinish material systems.J The contractor shall perform all cuttingand welding in compliance with thepublished standards of NFPA. Thecontractor shall provide fire watches for allcutting, gridding, and welding operations.the trainning of these watches and use ofthe contractors supplied fire extinguishersis the responsability of the contractor -other than normal business hours,coordinate with owner or owner'srepresentative..L Perform all work and install materials instrict accordance with manufacturesspecifications and instructions and in amanner consistent with industry standardof workmanship.M The contractor shall examine all surfacesto determine that they are sound, dry,clean and ready to receive finishes prior toinstallation. Start of installation shall implyacceptance of substrate and shall not begrounds for claims, against improperperformance of installed materials. Advisearchitect of any construction not leveled,smooth and plumb within industrystandards and equipment.N The contractor shall maintain all exists,exit lighting, fire protection devices and lifesafety systems in working order 24 hoursprior to occupancy of any phase, thecontractor shall thoroughly clean allsurfaces and equipment of dust, debris,loose construction material and equipmentVaccum all floors and clean windows..P The contractor shall fully acquaint himselfwith the conditions of the contract, localconditions relating to location, accessibilityand general character of the constructionsite and local labor conditions so that heunderstands the nature, extent, difficulties,and restrictions related to the executionofwork. Notify architect of all discrepanciesprior to commencing work.Q The contractor shall comply withmanufacture's instructions when relocatingand/or installing any equipment andfurnishings.R The contractor shall coordinate work withall trades on the project not under contractto the said G.C. (I.E. Telephone vendors,computer installers, etc). Any changes ordelays arising from conflicts between suchtrades shall be the responsability of thecontractor at no additional cost to theowner.S Do not scale drawings. Dimension govern.Large scale details govern over smallscale details. In the event of anydiscrepency the more costly approach(either Materials, Labor cost andcombined Materials+Labor Cost) shall beprovidedT All roof leaders shall have 2" thermalinsulation and joints sealedInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsLVT-2 Luxury Vinyl TileMT-1 MetalAdvanced TechnologyIncNu Metal Aluminum Finishes &Embossed Designs#603/256 Corrugated Brushed StainlessSteelMT-2 MetalStainless SteelBrushed Stainless SteelPI-1 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish OC-61 White DiamondGeneral Walls, Ceiling Soffits, ColumnsPI-2 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1612 Pelican GrayLower Wall in Service AreaPI-3 Paint - InteriorGlidden Professional 4348-0400 Devguard45BB 22/347 Portuguese BlueService Area StripePI-4 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1611 Gray TintGeneral Walls in Service AreaGeneral Walls in Service AreaPI-5 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1611 Gray TintExposed Ceiling in ServiceExposed Ceilings in Service AreaPI-6 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1610 French BeretExposed Ceiling GeneralExposed Ceilings GeneralPI-7 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 797 Athens BlueShowroom Accent WallsPI-8 Paint - InteriorBenjamin Moore Super Spec Interior Latex EnamelSemi Gloss #276OC-61 White DiamondPI-9 Paint - InteriorScuffmasterEnvirometalEM9732R (Silver)PI-10 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1642 Cape BluePI-11 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 232 Winter WheatPI-12 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1521 1B Nature EssentialsPL-1 LaminateWilsonartSolidsD354-01 Designer White, High GlossRB-1 Rubber BaseRoppePinnacle Rubber Wall Base - Type TS 100 Black4"H x 1/8" ThicknessRT-1 Rubber Floor TileRV-1 RevealNew York Metal or Equal Flat Rectangular Bars (Aluminum) NYM-3032 (Aluminum)1/4" Width x 1/4" DepthInfo Center WallSS-1 Simulated StoneCorianGrayliteCasework CountersSS-2 Simulated StoneCorianGlacier WhiteBathroom CountersRestroom CountertopsTRM-1 Trim - RevealFry RegletDRM-25-25Aluminum - Clear AnodizedWC-1 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-16 GunmetalAccessory Vehicle WallWC-2 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-20 PlatinumInstall on walls indicated in Customer Center,Quiet Lounge, AdminWC-3 Wall CoveringDL Couch/Symphony SkylinesA125-191 CappuachineWomen's RestroomWC-4 Wall CoveringDL Couch/Symphony CanyonLSL-CN-03 CaldreaMen's RestroomWC-5 Wall CoveringMDC Candice OlsonCouture EditionTinsel MCO 1880/4734P-12 GlacierInstall on walls indicated in Manager's Office,Conference Room, F&IInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsACR Acrylic PanelEvonik Cyro LLC Acrylite0A000, Colorless1/8" ThicknessACT-1 Acoustic Ceiling TileUSG#419 Frost ClimaplusColor: White, Edge: FLB2'x2'x3/4"Grid: USG Donn Brand Centricitee DXTCMU-1 Concrete Retaining Wall System BelgardAshlar TandemSilex BlendFor Plantern Retaining WallsCN-1 Sealed Concrete------CT-1 Ceramic Tile - Floor Field Tile DaltileMatchpointP-125 Pure White, Matte Finish24"x24"CT-2 Ceramic Tile - Floor Accent Tile DaltileTimber Glen ContemporaryP621 Hickory6"x24"CT-3 Ceramic Tile - Floor Field Tile DaltileKimona Silk Floor TileP320 White Orchid24"x24"CT-4 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0761 Matte Urban Putty4 1/4" x 12 3/4"CT-5 Ceramic Tile - Floor Field Tile DaltileExhibition Floor TileEX09 Twill24"x24"CT-6 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0790 Matte Artic White4 1/4" x 12 3/4"CT-7 Ceramic Tile - Floor Field Tile DaltileEver, Colorbody Porcelain Floor Tile Rock EV 04, Unpolished24"x24"CT-8 Ceramic Tile - Wall Field Tile DaltileRittenhouse Square0761 Matte Urban Putty3"x6"CT-9 Ceramic Tile BaseDaltileRittenhouse SquareCove Base A-3364, 0761 Matte Urban Putty 3"x6"CTB-1 Ceramic Tile BaseDaltileMatchpointBullnose S-43C9, P-125 Pure WhiteUnfinished3"x12" BullnoseCTB-2 Ceramic Tile BaseDaltileTimber Glen ContemporaryBullnose S-44F9, P621 Hickory4" x 24" BullnoseCTB-3 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0761 Matte UrbanPutty4 1/4" x 12 3/4" BullnoseCTB-4 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0790 Matte ArcticWhite4 1/4" x 12 3/4" BullnoseCTB-5 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0761 MatteUrban Putty4 1/4" x 6" Cove BaseCTB-6 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0790 MatteArctic White4 1/4" x 6" Cove BaseEPX-1 Epoxy FlooringFlorock Polymer FlooringWrap up walls 6" for integral wall baseProvide as Alternate #1FRP-1 Fiber Reinforced PlasticMarliteStandard FRP Smooth FaceS 490N Light Grey3/32" TProvide In Service Drive 4' High. Use MatchingColor PVC Trim.GL-1 GlassBy Fixture Manufacturer Clear, TemperedFilm: #SXC-131SR Solyx Film, Frosted ShortStripe Mini Blind, Horizontal1/2" Thickness GlassFixture F-6.0 OnlyGL-2 GlassPulp Studio or EqualHeat Treated Tempered Laminated Glass 3/4" Thickness GlassCustomer Center Accent WallLVT-1 Luxury Vinyl TileEmendation Schedule GYP7'-6"GYP7'-6"ACT7'-6"2222ACT11'-0"MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEReflected Ceiling Keynotes1Exposed Structure To Be Cleaned, Prepared, andPainted PI-6 Throughout This Space.2 Exposed Structure To Be Cleaned, Prepared, andPainted PI-5 Throughout This Space.3 Exposed Structure To Be Cleaned, Prepared, andPainted PI-7 Throughout This Space700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A111Reflected CeilingPlan -Back HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AReflected Ceiling Plan - Back HalfGENERAL CONSTRUCTION NOTESA Contractor is to verify all conditions andnotify architect of any discrepancies priorto commencing work.B Contractor is to coordinate with all tradesfor ceiling penetrations and providebracing for extra support as necessary forproper installation.C All wood blocking in building to be fireretardant..D The contractor shall verify all dimensionsin the field. Contract drawings are notintended to represent exact dimensions.Field dimensions are the responsabilitiy ofthe contractor for all phases includingbidding, fabrications, coordianations andconstruction.E All penetrations through floors, drywalland masonry surfaces including but notlimited to pipe, conduit, ductwork, grilles,registars, device boxes, hanger rods, etc.Shall have their common joints withdrywall and/or masonry sealed to providean fire rated, airtight seal. Assurecompatibilty of all sealants and allmaterials.F Contractor to remove any stray paint, dirtor stains incurred during the constructionprocess. Contractor shall be responsiblefor removing all temporary equipmentcoverings used during construction and heshall also be responsible for the removingof his trash off of the job site daily.G Contractor to provide all necessary firetreated blocking & bracing in the wall forall millwork/cabinetry.H Contractor to prep all surfaces for finalfinish as recomended by finish manuf. Allprior surfaces containing glues oradhesives shall be first coated to ensurecompatibility of new adhesives and newfinish material systems.J The contractor shall perform all cuttingand welding in compliance with thepublished standards of NFPA. Thecontractor shall provide fire watches for allcutting, gridding, and welding operations.the trainning of these watches and use ofthe contractors supplied fire extinguishersis the responsability of the contractor -other than normal business hours,coordinate with owner or owner'srepresentative..L Perform all work and install materials instrict accordance with manufacturesspecifications and instructions and in amanner consistent with industry standardof workmanship.M The contractor shall examine all surfacesto determine that they are sound, dry,clean and ready to receive finishes prior toinstallation. Start of installation shall implyacceptance of substrate and shall not begrounds for claims, against improperperformance of installed materials. Advisearchitect of any construction not leveled,smooth and plumb within industrystandards and equipment.N The contractor shall maintain all exists,exit lighting, fire protection devices and lifesafety systems in working order 24 hoursprior to occupancy of any phase, thecontractor shall thoroughly clean allsurfaces and equipment of dust, debris,loose construction material and equipmentVaccum all floors and clean windows..P The contractor shall fully acquaint himselfwith the conditions of the contract, localconditions relating to location, accessibilityand general character of the constructionsite and local labor conditions so that heunderstands the nature, extent, difficulties,and restrictions related to the executionofwork. Notify architect of all discrepanciesprior to commencing work.Q The contractor shall comply withmanufacture's instructions when relocatingand/or installing any equipment andfurnishings.R The contractor shall coordinate work withall trades on the project not under contractto the said G.C. (I.E. Telephone vendors,computer installers, etc). Any changes ordelays arising from conflicts between suchtrades shall be the responsability of thecontractor at no additional cost to theowner.S Do not scale drawings. Dimension govern.Large scale details govern over smallscale details. In the event of anydiscrepency the more costly approach(either Materials, Labor cost andcombined Materials+Labor Cost) shall beprovidedT All roof leaders shall have 2" thermalinsulation and joints sealedInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsLVT-2 Luxury Vinyl TileMT-1 MetalAdvanced TechnologyIncNu Metal Aluminum Finishes &Embossed Designs#603/256 Corrugated Brushed StainlessSteelMT-2 MetalStainless SteelBrushed Stainless SteelPI-1 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish OC-61 White DiamondGeneral Walls, Ceiling Soffits, ColumnsPI-2 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1612 Pelican GrayLower Wall in Service AreaPI-3 Paint - InteriorGlidden Professional 4348-0400 Devguard45BB 22/347 Portuguese BlueService Area StripePI-4 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1611 Gray TintGeneral Walls in Service AreaGeneral Walls in Service AreaPI-5 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1611 Gray TintExposed Ceiling in ServiceExposed Ceilings in Service AreaPI-6 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1610 French BeretExposed Ceiling GeneralExposed Ceilings GeneralPI-7 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 797 Athens BlueShowroom Accent WallsPI-8 Paint - InteriorBenjamin Moore Super Spec Interior Latex EnamelSemi Gloss #276OC-61 White DiamondPI-9 Paint - InteriorScuffmasterEnvirometalEM9732R (Silver)PI-10 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1642 Cape BluePI-11 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 232 Winter WheatPI-12 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1521 1B Nature EssentialsPL-1 LaminateWilsonartSolidsD354-01 Designer White, High GlossRB-1 Rubber BaseRoppePinnacle Rubber Wall Base - Type TS 100 Black4"H x 1/8" ThicknessRT-1 Rubber Floor TileRV-1 RevealNew York Metal or Equal Flat Rectangular Bars (Aluminum) NYM-3032 (Aluminum)1/4" Width x 1/4" DepthInfo Center WallSS-1 Simulated StoneCorianGrayliteCasework CountersSS-2 Simulated StoneCorianGlacier WhiteBathroom CountersRestroom CountertopsTRM-1 Trim - RevealFry RegletDRM-25-25Aluminum - Clear AnodizedWC-1 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-16 GunmetalAccessory Vehicle WallWC-2 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-20 PlatinumInstall on walls indicated in Customer Center,Quiet Lounge, AdminWC-3 Wall CoveringDL Couch/Symphony SkylinesA125-191 CappuachineWomen's RestroomWC-4 Wall CoveringDL Couch/Symphony CanyonLSL-CN-03 CaldreaMen's RestroomWC-5 Wall CoveringMDC Candice OlsonCouture EditionTinsel MCO 1880/4734P-12 GlacierInstall on walls indicated in Manager's Office,Conference Room, F&IInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsACR Acrylic PanelEvonik Cyro LLC Acrylite0A000, Colorless1/8" ThicknessACT-1 Acoustic Ceiling TileUSG#419 Frost ClimaplusColor: White, Edge: FLB2'x2'x3/4"Grid: USG Donn Brand Centricitee DXTCMU-1 Concrete Retaining Wall System BelgardAshlar TandemSilex BlendFor Plantern Retaining WallsCN-1 Sealed Concrete------CT-1 Ceramic Tile - Floor Field Tile DaltileMatchpointP-125 Pure White, Matte Finish24"x24"CT-2 Ceramic Tile - Floor Accent Tile DaltileTimber Glen ContemporaryP621 Hickory6"x24"CT-3 Ceramic Tile - Floor Field Tile DaltileKimona Silk Floor TileP320 White Orchid24"x24"CT-4 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0761 Matte Urban Putty4 1/4" x 12 3/4"CT-5 Ceramic Tile - Floor Field Tile DaltileExhibition Floor TileEX09 Twill24"x24"CT-6 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0790 Matte Artic White4 1/4" x 12 3/4"CT-7 Ceramic Tile - Floor Field Tile DaltileEver, Colorbody Porcelain Floor Tile Rock EV 04, Unpolished24"x24"CT-8 Ceramic Tile - Wall Field Tile DaltileRittenhouse Square0761 Matte Urban Putty3"x6"CT-9 Ceramic Tile BaseDaltileRittenhouse SquareCove Base A-3364, 0761 Matte Urban Putty 3"x6"CTB-1 Ceramic Tile BaseDaltileMatchpointBullnose S-43C9, P-125 Pure WhiteUnfinished3"x12" BullnoseCTB-2 Ceramic Tile BaseDaltileTimber Glen ContemporaryBullnose S-44F9, P621 Hickory4" x 24" BullnoseCTB-3 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0761 Matte UrbanPutty4 1/4" x 12 3/4" BullnoseCTB-4 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0790 Matte ArcticWhite4 1/4" x 12 3/4" BullnoseCTB-5 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0761 MatteUrban Putty4 1/4" x 6" Cove BaseCTB-6 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0790 MatteArctic White4 1/4" x 6" Cove BaseEPX-1 Epoxy FlooringFlorock Polymer FlooringWrap up walls 6" for integral wall baseProvide as Alternate #1FRP-1 Fiber Reinforced PlasticMarliteStandard FRP Smooth FaceS 490N Light Grey3/32" TProvide In Service Drive 4' High. Use MatchingColor PVC Trim.GL-1 GlassBy Fixture Manufacturer Clear, TemperedFilm: #SXC-131SR Solyx Film, Frosted ShortStripe Mini Blind, Horizontal1/2" Thickness GlassFixture F-6.0 OnlyGL-2 GlassPulp Studio or EqualHeat Treated Tempered Laminated Glass 3/4" Thickness GlassCustomer Center Accent WallLVT-1 Luxury Vinyl TileEmendation Schedule KOSOSDD OSOSOS DS OSOSVSVSVSVSVSVSVS CT-1--CT-2--CT-1--CT-2--CT-2--CT-5--CT-5--CT-2--CT-2--CT-5--CT-1--CT-1--CT-5--CT-5--CT-5--CT-5--CT-5--CT-5--CT-5--CT-3--CT-5--CT-5--CT-5--CT-5--R 10' - 0"R 12' - 9"R 16' - 0"R 9' - 3"13' - 0"R 23' - 0"10' - 1 3/4"9' - 3 3/4"3' - 1 1/4"4' - 9 1/2"1MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE1' - 9 1/2"6' - 9 1/2"16' - 9 1/2"R 12' - 6"R 19' - 0"12' - 6 1/2"9' - 3 1/4"9' - 3 1/4"11111111111111222222EPX-1--333333333447556657666533EPX-1--8Finishes Keynotes1All Wall Within This Room To Be Painted PI-12.2All Wall Within This Room To Be Painted PI-4.3See Interior Elevations For Information About WallFinish.4Wall To Be Painted PI-10.5Wall To Be Painted PI-3.6Wall To Be Painted PI-1.7Wall To Be Painted PI-11.8Provide 4' High FRP-1 Along Base of All WallsWithin Space.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A121Finish Plan -FrontHalfMaguireHonda ofIthaca,VVXHIRU3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AFinish Plan - Front HalfInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsLVT-2 Luxury Vinyl TileMT-1 MetalAdvanced TechnologyIncNu Metal Aluminum Finishes &Embossed Designs#603/256 Corrugated Brushed StainlessSteelMT-2 MetalStainless SteelBrushed Stainless SteelPI-1 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish OC-61 White DiamondGeneral Walls, Ceiling Soffits, ColumnsPI-2 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1612 Pelican GrayLower Wall in Service AreaPI-3 Paint - InteriorGlidden Professional 4348-0400 Devguard45BB 22/347 Portuguese BlueService Area StripePI-4 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1611 Gray TintGeneral Walls in Service AreaGeneral Walls in Service AreaPI-5 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1611 Gray TintExposed Ceiling in ServiceExposed Ceilings in Service AreaPI-6 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1610 French BeretExposed Ceiling GeneralExposed Ceilings GeneralPI-7 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 797 Athens BlueShowroom Accent WallsPI-8 Paint - InteriorBenjamin Moore Super Spec Interior Latex EnamelSemi Gloss #276OC-61 White DiamondPI-9 Paint - InteriorScuffmasterEnvirometalEM9732R (Silver)PI-10 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1642 Cape BluePI-11 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 232 Winter WheatPI-12 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1521 1B Nature EssentialsPL-1 LaminateWilsonartSolidsD354-01 Designer White, High GlossRB-1 Rubber BaseRoppePinnacle Rubber Wall Base - Type TS 100 Black4"H x 1/8" ThicknessRT-1 Rubber Floor TileRV-1 RevealNew York Metal or Equal Flat Rectangular Bars (Aluminum) NYM-3032 (Aluminum)1/4" Width x 1/4" DepthInfo Center WallSS-1 Simulated StoneCorianGrayliteCasework CountersSS-2 Simulated StoneCorianGlacier WhiteBathroom CountersRestroom CountertopsTRM-1 Trim - RevealFry RegletDRM-25-25Aluminum - Clear AnodizedWC-1 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-16 GunmetalAccessory Vehicle WallWC-2 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-20 PlatinumInstall on walls indicated in Customer Center,Quiet Lounge, AdminWC-3 Wall CoveringDL Couch/Symphony SkylinesA125-191 CappuachineWomen's RestroomWC-4 Wall CoveringDL Couch/Symphony CanyonLSL-CN-03 CaldreaMen's RestroomWC-5 Wall CoveringMDC Candice OlsonCouture EditionTinsel MCO 1880/4734P-12 GlacierInstall on walls indicated in Manager's Office,Conference Room, F&IInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsACR Acrylic PanelEvonik Cyro LLC Acrylite0A000, Colorless1/8" ThicknessACT-1 Acoustic Ceiling TileUSG#419 Frost ClimaplusColor: White, Edge: FLB2'x2'x3/4"Grid: USG Donn Brand Centricitee DXTCMU-1 Concrete Retaining Wall System BelgardAshlar TandemSilex BlendFor Plantern Retaining WallsCN-1 Sealed Concrete------CT-1 Ceramic Tile - Floor Field Tile DaltileMatchpointP-125 Pure White, Matte Finish24"x24"CT-2 Ceramic Tile - Floor Accent Tile DaltileTimber Glen ContemporaryP621 Hickory6"x24"CT-3 Ceramic Tile - Floor Field Tile DaltileKimona Silk Floor TileP320 White Orchid24"x24"CT-4 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0761 Matte Urban Putty4 1/4" x 12 3/4"CT-5 Ceramic Tile - Floor Field Tile DaltileExhibition Floor TileEX09 Twill24"x24"CT-6 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0790 Matte Artic White4 1/4" x 12 3/4"CT-7 Ceramic Tile - Floor Field Tile DaltileEver, Colorbody Porcelain Floor Tile Rock EV 04, Unpolished24"x24"CT-8 Ceramic Tile - Wall Field Tile DaltileRittenhouse Square0761 Matte Urban Putty3"x6"CT-9 Ceramic Tile BaseDaltileRittenhouse SquareCove Base A-3364, 0761 Matte Urban Putty 3"x6"CTB-1 Ceramic Tile BaseDaltileMatchpointBullnose S-43C9, P-125 Pure WhiteUnfinished3"x12" BullnoseCTB-2 Ceramic Tile BaseDaltileTimber Glen ContemporaryBullnose S-44F9, P621 Hickory4" x 24" BullnoseCTB-3 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0761 Matte UrbanPutty4 1/4" x 12 3/4" BullnoseCTB-4 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0790 Matte ArcticWhite4 1/4" x 12 3/4" BullnoseCTB-5 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0761 MatteUrban Putty4 1/4" x 6" Cove BaseCTB-6 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0790 MatteArctic White4 1/4" x 6" Cove BaseEPX-1 Epoxy FlooringFlorock Polymer FlooringWrap up walls 6" for integral wall baseProvide as Alternate #1FRP-1 Fiber Reinforced PlasticMarliteStandard FRP Smooth FaceS 490N Light Grey3/32" TProvide In Service Drive 4' High. Use MatchingColor PVC Trim.GL-1 GlassBy Fixture Manufacturer Clear, TemperedFilm: #SXC-131SR Solyx Film, Frosted ShortStripe Mini Blind, Horizontal1/2" Thickness GlassFixture F-6.0 OnlyGL-2 GlassPulp Studio or EqualHeat Treated Tempered Laminated Glass 3/4" Thickness GlassCustomer Center Accent WallLVT-1 Luxury Vinyl TileEmendation Schedule WPVSTWPCBOS OSVSEPX-1--EPX-1--CT-3--CT-7--EPX-1--CT-7--CT-6CTB-6EPX-1--MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE66CT-2--222Finishes Keynotes1All Wall Within This Room To Be Painted PI-12.2All Wall Within This Room To Be Painted PI-4.3See Interior Elevations For Information About WallFinish.4Wall To Be Painted PI-10.5Wall To Be Painted PI-3.6Wall To Be Painted PI-1.7Wall To Be Painted PI-11.8Provide 4' High FRP-1 Along Base of All WallsWithin Space.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A122Finish Plan -BackHalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AFinish Plan - Back HalfInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsLVT-2 Luxury Vinyl TileMT-1 MetalAdvanced TechnologyIncNu Metal Aluminum Finishes &Embossed Designs#603/256 Corrugated Brushed StainlessSteelMT-2 MetalStainless SteelBrushed Stainless SteelPI-1 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish OC-61 White DiamondGeneral Walls, Ceiling Soffits, ColumnsPI-2 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1612 Pelican GrayLower Wall in Service AreaPI-3 Paint - InteriorGlidden Professional 4348-0400 Devguard45BB 22/347 Portuguese BlueService Area StripePI-4 Paint - InteriorBenjamin Moore Aura Waterborne Semi-Gloss 1611 Gray TintGeneral Walls in Service AreaGeneral Walls in Service AreaPI-5 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1611 Gray TintExposed Ceiling in ServiceExposed Ceilings in Service AreaPI-6 Paint - InteriorBenjamin Moore Aura Waterborne Eggshell Finish 1610 French BeretExposed Ceiling GeneralExposed Ceilings GeneralPI-7 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 797 Athens BlueShowroom Accent WallsPI-8 Paint - InteriorBenjamin Moore Super Spec Interior Latex EnamelSemi Gloss #276OC-61 White DiamondPI-9 Paint - InteriorScuffmasterEnvirometalEM9732R (Silver)PI-10 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1642 Cape BluePI-11 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 232 Winter WheatPI-12 Paint - InteriorBenjamin Moore Aura Waterborne Satin Finish 1521 1B Nature EssentialsPL-1 LaminateWilsonartSolidsD354-01 Designer White, High GlossRB-1 Rubber BaseRoppePinnacle Rubber Wall Base - Type TS 100 Black4"H x 1/8" ThicknessRT-1 Rubber Floor TileRV-1 RevealNew York Metal or Equal Flat Rectangular Bars (Aluminum) NYM-3032 (Aluminum)1/4" Width x 1/4" DepthInfo Center WallSS-1 Simulated StoneCorianGrayliteCasework CountersSS-2 Simulated StoneCorianGlacier WhiteBathroom CountersRestroom CountertopsTRM-1 Trim - RevealFry RegletDRM-25-25Aluminum - Clear AnodizedWC-1 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-16 GunmetalAccessory Vehicle WallWC-2 Wall CoveringDL Couch/Symphony Lanark-WiredL2-WI-20 PlatinumInstall on walls indicated in Customer Center,Quiet Lounge, AdminWC-3 Wall CoveringDL Couch/Symphony SkylinesA125-191 CappuachineWomen's RestroomWC-4 Wall CoveringDL Couch/Symphony CanyonLSL-CN-03 CaldreaMen's RestroomWC-5 Wall CoveringMDC Candice OlsonCouture EditionTinsel MCO 1880/4734P-12 GlacierInstall on walls indicated in Manager's Office,Conference Room, F&IInterior Finish ScheduleMarkDescriptionManufactureProduct InformationNotesModelColorDimensionsACR Acrylic PanelEvonik Cyro LLC Acrylite0A000, Colorless1/8" ThicknessACT-1 Acoustic Ceiling TileUSG#419 Frost ClimaplusColor: White, Edge: FLB2'x2'x3/4"Grid: USG Donn Brand Centricitee DXTCMU-1 Concrete Retaining Wall System BelgardAshlar TandemSilex BlendFor Plantern Retaining WallsCN-1 Sealed Concrete------CT-1 Ceramic Tile - Floor Field Tile DaltileMatchpointP-125 Pure White, Matte Finish24"x24"CT-2 Ceramic Tile - Floor Accent Tile DaltileTimber Glen ContemporaryP621 Hickory6"x24"CT-3 Ceramic Tile - Floor Field Tile DaltileKimona Silk Floor TileP320 White Orchid24"x24"CT-4 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0761 Matte Urban Putty4 1/4" x 12 3/4"CT-5 Ceramic Tile - Floor Field Tile DaltileExhibition Floor TileEX09 Twill24"x24"CT-6 Ceramic Tile - Wall Field Tile DaltileModern Dimensions Wall Tile 0790 Matte Artic White4 1/4" x 12 3/4"CT-7 Ceramic Tile - Floor Field Tile DaltileEver, Colorbody Porcelain Floor Tile Rock EV 04, Unpolished24"x24"CT-8 Ceramic Tile - Wall Field Tile DaltileRittenhouse Square0761 Matte Urban Putty3"x6"CT-9 Ceramic Tile BaseDaltileRittenhouse SquareCove Base A-3364, 0761 Matte Urban Putty 3"x6"CTB-1 Ceramic Tile BaseDaltileMatchpointBullnose S-43C9, P-125 Pure WhiteUnfinished3"x12" BullnoseCTB-2 Ceramic Tile BaseDaltileTimber Glen ContemporaryBullnose S-44F9, P621 Hickory4" x 24" BullnoseCTB-3 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0761 Matte UrbanPutty4 1/4" x 12 3/4" BullnoseCTB-4 Ceramic Tile BullnoseDaltileModern Dimensions Wall Tile Surface Bullnose S-44C9, 0790 Matte ArcticWhite4 1/4" x 12 3/4" BullnoseCTB-5 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0761 MatteUrban Putty4 1/4" x 6" Cove BaseCTB-6 Ceramic Tile BaseDaltileMatte Wall TileFlat Top Cove Base A-3461, 0790 MatteArctic White4 1/4" x 6" Cove BaseEPX-1 Epoxy FlooringFlorock Polymer FlooringWrap up walls 6" for integral wall baseProvide as Alternate #1FRP-1 Fiber Reinforced PlasticMarliteStandard FRP Smooth FaceS 490N Light Grey3/32" TProvide In Service Drive 4' High. Use MatchingColor PVC Trim.GL-1 GlassBy Fixture Manufacturer Clear, TemperedFilm: #SXC-131SR Solyx Film, Frosted ShortStripe Mini Blind, Horizontal1/2" Thickness GlassFixture F-6.0 OnlyGL-2 GlassPulp Studio or EqualHeat Treated Tempered Laminated Glass 3/4" Thickness GlassCustomer Center Accent WallLVT-1 Luxury Vinyl TileEmendation Schedule FN-11FN-16FN-10FN-10FN-11FN-16FN-10FN-10FN-11FN-16FN-10FN-10FN-11FN-11FN-16FN-10FN-10FN-11FN-16FN-10FN-10FN-11FN-16FN-10FN-10FN-6FN-6FN-6FN-3FN-3FN-3FN-3FN-3FN-3FN-6FN-6FN-7FN-6FN-6FN-6FN-6FN-7FN-6FN-6FN-6FN-6FN-7FN-6FN-6FN-9FN-8FN-9FN-9FN-9FN-8FN-9FN-9FN-9FN-8FN-9FN-9FN-32FN-5FN-13FN-5FN-5FN-13FN-3FN-3FN-3FN-3FN-3FN-3FN-5FN-3FN-3FN-5FN-3FN-3FN-3FN-5FN-3FN-3FN-3FN-12FN-12FN-12FN-10FN-10FN-11FN-17FN-19FN-22FN-18FN-12FN-12FN-12FN-11FN-11FN-11FN-28FN-29FN-30FN-28FN-29FN-30FN-28FN-29FN-30FN-28FN-11FN-11FN-11FN-11FN-11FN-11FN-11FN-11FN-24FN-22FN-18FN-11FN-19FN-17FN-10FN-10FN-10FN-10FN-17FN-11FN-19FN-22FN-18FN-11FN-16FN-10FN-10FN-11FN-17FN-10FN-10FN-22FN-18FN-11FN-19FN-17FN-10FN-10FN-6FN-6FN-7ServiceReception106ServiceManager108CustomerLounge103Info Center102bVestibule101Closet102dOffice114F & I113Women104Men105Tech Parts120F & I112VehicleDeliveryCenter102aServiceGarage122Kids Area102cFN-15FN-14MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINESalesWorkroom116ConferenceRoom115Admin117IT Closet117aCashier117bBodyshopManager121Retail Parts107aOffice109Office111BreakRoom110Toilet110aCloset118cStairSA1Parts118aParts118ServiceCenter107Key Room102eShowroom102PartsReceiving119SpecialTools122a700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A131Furniture &Fixtures Plan -Front HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AArchitectural - Furniture & Fixture Plan - Front HalfFurniture ScheduleTypeMarkCount Description ManufacturerProduct InformationProduct NotesModel ColorProductDimensions2 SteelcaseNurtureFN-3 23 Sofa Eko Contract Stratos Lounge ClubChair32091 / Fabric: FB-1 / Brushed AluminumFrameW 29.5" x D 33" xH 34"(SH 17.5")FN-5 6 Side Table Haworth Haworth ImprovSquare TablePart Number: SPLM - 2120 / Laminate:Nevamar Santa Rosa Plum Tree,(OH-EP) / Finish: Metallic Silver, TR-LEFN-6 17 Info CenterStoolHaworth Improv Part Number: M600-8110-M / Fabric:Haworth Tech, Rocket MV-R / Frame:Metallic SIlver, TR-LE / Arms: Black, TR-FFN-7 4 Cafe Table Haworth Compose Part Number: SPLM-1761 / Laminate:Nevamar Santa Rosa Plum, (OH-EP) /Base Color: Metallic Silver, TR-LE30" Round x StoolHeightFN-8 3 Children'sTableHaworth Kinetics / Scamps Part Number: KSTR-24 /Laminate:Nevamar Santa Rosa Plum,(OH-EP) / PVC Edge: Charcoal, TR-K /Frame: Charcoal, TR-K24" RoundFN-9 9 Children'sChairHaworth Kinetics / Scamps Part Number: KSCP-5110 / Laminate:Nevamar Santa Rosa Plum, (OH-EP) /PVC Edge: Charcoal, TR-K / Frame:Charcoal, TR-K14" Seat HeightFN-10 24 GuestChairHaworth X 99 Seminar Chair Part Number: X640-0140 / Fabric:Haworth Tech, Rocket MV-R / Mesh Back:Black, M0-BL / Frame: Metallic Silver,TR-LEFN-11 27 Task Chair Haworth X 99 Task Chair Part Number: X621-2140 / Fabric:Momentum Candid, Monument, 7E-ATN /Mesh Back: Black M0-BL / Frame MetallicSilver, TR-LEFN-12 8 Task Stool Haworth Improv Part Number: M2E1-1042 (For Tile Floor)/ Fabric: Haworth Tech, Rocket MV-R /Trim: Black, TR-F or Graphite, TR-JFN-13 2 CoffeeTableHaworth Haworth ImprovRectangle TablePart Number: SPLLM-2124 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ/ Finish: Metallic silver, TR-LEFN-14 1 DividingPanelHaworth Unigroup Too Dividing Panel: Haworth Unigroup Too -30"W x 64"H (With 2 Frosted GlassSegments) / Part Number (Non-Powered):SPLM-1840 / Trim Color: Metallic Silver,TR-LE / Wainscot & Muntin Kit - PartNumber: SPLD-2750 / 30"W x 20"HWaincot Kit With Horizontal Muntins /Wainscot Laminate: Nevamar Santa RosaPlum Tree, OH-EPJ / Trim & MuntinColor: Metallic Silver, TR-CM9FN-15 1 DividingPanelHaworth Unigroup Too Dividing Panel: Haworth Unigroup Too -48"W x 64"H (With 2 Frosted GlassSegments) / Part Number (Non-Powered):SPLM-1839 / Waincot Kit: SPLD-2751 /Trim Color: Metallic Silver, TR-LE /Wainscot & Muntin Kit - Part Number:SPLD-2751 / 48"W x 20"H Waincot KitWith Horizontal Muntins / WainscotLaminate: Nevamar Santa Rosa PlumTree, OH_EPJ / Trim & Muntin Color:Metallic Silver, TR-CM9FN-16 7 P-ShapeWorkSurfaceHaworthAdaptableComponentsPart Number Left Handed: SPLM-1835 /Part Number Right Handed: SPLM-1836 /Laminate: Nevamer Santa Rosa PlumTree, OH-EPJ (With Matching CustomEdge Band)FN-17 5 D-ShapeWorkSurfaceHaworth X-Series Part Number: SPLM-1746 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ/ End Panel & Support Column: MetallicSilver, TR-LE60"W x 30"DFN-18 4 MobilePedestalFileHaworth X-Series Part Number: JPMH-24-SG / Box,Box,FileConfiguration (6"/6"/12" Drawers) / Paint:Metallic Silver, TR-LE / Lock & Lock Ring:Chrome, KR-VFN-19 5 TransitionBridgeHaworthX-SeriesPart Number: SPLM-1745 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ/ Base: Metallic Silver, TR-LE42" W x 24"DFN-22 4 VerticalStorageUnitHaworth X-SeriesSteel Door Fronts / Part Number:JFUS-3360 / Door Front: Metallic Silver,TR-LE / Case Trim & Door Fronts:Metallic Silver, TR-LE / Tack BoardFabric: Point Nib, EE-AD or TaccataMercury, FL-AM / Lock & Lock Ring:Chrome, KR-V60" WFN-24 1 LargeConfereceTableHaworth PlanesPart Number: SPLM-1758 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ42"W x 96"D x30"HFN-28 8 Panel Haworth Unigroup Too Part Number: #E2MN-446-B / Fabric:Savoy, #FJ-AL Glacier / Trim: TR-KCharcoal / (Non-Powered)48"W x 48"HFN-29 6 Panel Haworth Unigroup Too Part Number: #E2MN-3046-B / Fabric:Savoy, #FJ-AL Glacier / Trim: TR-KCharcoal / (Non-Powered)30"W x 48"HFN-30 6 WorksurfaceHaworth AdaptableWorksurfacePart Number: #WURA-2448-LJSA /Laminate: H-3J Graphite / Vinyl Edge:TR-K Charcoal / Bracket: TR-K Charcoal48"W x 24"DFN-32 1 Credenza Haworth ComposeSpecifications & Configuration To BeDetermined By Haworth & Honda DealerNO SUBSTITUTE FURNITURE SPECS ALLOWED WITHOUT RECEIVING PRIOR WRITTEN APPROVAL FROM CHANGEUPALL FIXTURES TO BE PROVIDED BY HONDA PRE-APPROVED VENDORS IDEAL IMAGE OR EWI. NO SUBSTITUTE VENDORS ALLOWED WITHOUT RECEIVING PRIOR WRITTEN APPROVAL ON SHOP DRAWINGS FROM CHANGEUPEmendation Schedule UPWash Bays125Dry Bay126Hall124Oil Storage123BreakRoom127Men128Women129EstimatingBays130CollisionCenter131Body Shop132Vestibule133Office134Paint135ServiceGarage122MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEFN-12FN-12FN-3FN-3700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A132Furniture &Fixtures Plan -Back HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1AArchitectural - Furniture & Fixture Plan - Back HalfFurniture ScheduleTypeMarkCount Description ManufacturerProduct InformationProduct NotesModel ColorProductDimensions2 SteelcaseNurtureFN-3 23 Sofa Eko Contract Stratos Lounge ClubChair32091 / Fabric: FB-1 / Brushed AluminumFrameW 29.5" x D 33" xH 34"(SH 17.5")FN-5 6 Side Table Haworth Haworth ImprovSquare TablePart Number: SPLM - 2120 / Laminate:Nevamar Santa Rosa Plum Tree,(OH-EP) / Finish: Metallic Silver, TR-LEFN-6 17 Info CenterStoolHaworth Improv Part Number: M600-8110-M / Fabric:Haworth Tech, Rocket MV-R / Frame:Metallic SIlver, TR-LE / Arms: Black, TR-FFN-7 4 Cafe Table Haworth Compose Part Number: SPLM-1761 / Laminate:Nevamar Santa Rosa Plum, (OH-EP) /Base Color: Metallic Silver, TR-LE30" Round x StoolHeightFN-8 3 Children'sTableHaworth Kinetics / Scamps Part Number: KSTR-24 /Laminate:Nevamar Santa Rosa Plum,(OH-EP) / PVC Edge: Charcoal, TR-K /Frame: Charcoal, TR-K24" RoundFN-9 9 Children'sChairHaworth Kinetics / Scamps Part Number: KSCP-5110 / Laminate:Nevamar Santa Rosa Plum, (OH-EP) /PVC Edge: Charcoal, TR-K / Frame:Charcoal, TR-K14" Seat HeightFN-10 24 GuestChairHaworth X 99 Seminar Chair Part Number: X640-0140 / Fabric:Haworth Tech, Rocket MV-R / Mesh Back:Black, M0-BL / Frame: Metallic Silver,TR-LEFN-11 27 Task Chair Haworth X 99 Task Chair Part Number: X621-2140 / Fabric:Momentum Candid, Monument, 7E-ATN /Mesh Back: Black M0-BL / Frame MetallicSilver, TR-LEFN-12 8 Task Stool Haworth Improv Part Number: M2E1-1042 (For Tile Floor)/ Fabric: Haworth Tech, Rocket MV-R /Trim: Black, TR-F or Graphite, TR-JFN-13 2 CoffeeTableHaworth Haworth ImprovRectangle TablePart Number: SPLLM-2124 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ/ Finish: Metallic silver, TR-LEFN-14 1 DividingPanelHaworth Unigroup Too Dividing Panel: Haworth Unigroup Too -30"W x 64"H (With 2 Frosted GlassSegments) / Part Number (Non-Powered):SPLM-1840 / Trim Color: Metallic Silver,TR-LE / Wainscot & Muntin Kit - PartNumber: SPLD-2750 / 30"W x 20"HWaincot Kit With Horizontal Muntins /Wainscot Laminate: Nevamar Santa RosaPlum Tree, OH-EPJ / Trim & MuntinColor: Metallic Silver, TR-CM9FN-15 1 DividingPanelHaworth Unigroup Too Dividing Panel: Haworth Unigroup Too -48"W x 64"H (With 2 Frosted GlassSegments) / Part Number (Non-Powered):SPLM-1839 / Waincot Kit: SPLD-2751 /Trim Color: Metallic Silver, TR-LE /Wainscot & Muntin Kit - Part Number:SPLD-2751 / 48"W x 20"H Waincot KitWith Horizontal Muntins / WainscotLaminate: Nevamar Santa Rosa PlumTree, OH_EPJ / Trim & Muntin Color:Metallic Silver, TR-CM9FN-16 7 P-ShapeWorkSurfaceHaworthAdaptableComponentsPart Number Left Handed: SPLM-1835 /Part Number Right Handed: SPLM-1836 /Laminate: Nevamer Santa Rosa PlumTree, OH-EPJ (With Matching CustomEdge Band)FN-17 5 D-ShapeWorkSurfaceHaworth X-Series Part Number: SPLM-1746 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ/ End Panel & Support Column: MetallicSilver, TR-LE60"W x 30"DFN-18 4 MobilePedestalFileHaworth X-Series Part Number: JPMH-24-SG / Box,Box,FileConfiguration (6"/6"/12" Drawers) / Paint:Metallic Silver, TR-LE / Lock & Lock Ring:Chrome, KR-VFN-19 5 TransitionBridgeHaworthX-SeriesPart Number: SPLM-1745 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ/ Base: Metallic Silver, TR-LE42" W x 24"DFN-22 4 VerticalStorageUnitHaworth X-SeriesSteel Door Fronts / Part Number:JFUS-3360 / Door Front: Metallic Silver,TR-LE / Case Trim & Door Fronts:Metallic Silver, TR-LE / Tack BoardFabric: Point Nib, EE-AD or TaccataMercury, FL-AM / Lock & Lock Ring:Chrome, KR-V60" WFN-24 1 LargeConfereceTableHaworth PlanesPart Number: SPLM-1758 / Laminate:Nevamar Santa Rosa Plum Tree, OH-EPJ42"W x 96"D x30"HFN-28 8 Panel Haworth Unigroup Too Part Number: #E2MN-446-B / Fabric:Savoy, #FJ-AL Glacier / Trim: TR-KCharcoal / (Non-Powered)48"W x 48"HFN-29 6 Panel Haworth Unigroup Too Part Number: #E2MN-3046-B / Fabric:Savoy, #FJ-AL Glacier / Trim: TR-KCharcoal / (Non-Powered)30"W x 48"HFN-30 6 WorksurfaceHaworth AdaptableWorksurfacePart Number: #WURA-2448-LJSA /Laminate: H-3J Graphite / Vinyl Edge:TR-K Charcoal / Bracket: TR-K Charcoal48"W x 24"DFN-32 1 Credenza Haworth ComposeSpecifications & Configuration To BeDetermined By Haworth & Honda DealerEmendation Schedule MATCH LINEMATCH LINEMATCH LINEMATCH LINEAlignWomen104Men105F & I112F & I113Tech Parts120BodyshopManager121ServiceCenter107ServiceManager108CustomerLounge103ServiceReception106SpecialTools122aPartsReceiving119ServiceGarage122FeatureVehicle102fInfo Center102bVestibule101Office114Kids Area102cQuietLounge103bVehicleDeliveryCenter102aCashier117bConferenceRoom115SalesWorkroom116Admin117Office111Toilet110aBreakRoom110IT Closet117aOffice109Key Room102eStairSA1Closet118cG-9.1G-9.1G-9.1G-9.1G-1BEG-14AG-4G-8G-5FG-5AG-5BG-5CG-5DG-5GG-5HG-3AG-3CG-3DG-6G-1AG-2AG-4G-4EG-8EG-9EG-6AEG-7EG-13AEG-13AEG-13DG-9.17BA305AB12CD2D1C10Graphics KeynotesG-4Graphic Poster SetG-1BHonda Name Letters- Service AreaEG-14ADoor Vinyl Letters - "Parts Receiving"G-8"Welcome" LettersG-5F"Service Advisors"G-5A"Customer Center"G-5B"Service"G-5C"Retail Parts"G-5D"Cashier"G-5E"Parts"G-5G"Restrooms"G-5H"kids' zone"G-3AHonda Emblem - Info Center WallG-3CHonda Emblem - Accessories Vehicle Display & Welcome DeskG-3DHonda Emblem - Service Advisor DeskG-6Dealer Name Letters- Service Reception AreaG-1AHonda Name Letters- Feature Vehicle WallEG-8Dealer Name LettersEG-9Service Center LettersEG-6AHonda EmblemEG-7Honda Name LettersEG-13A"Service Reception" - Oval 2'x8' Illuminated SignsEG-13B"Express Service" - Oval 2'x8' Illuminated SignsEG-13C"Express Wash" - Oval 2'x8' Illuminated SignsEG-13D"Delivery Center" - Oval 2'x8' Illuminated SignsEG-13E"Parts" - Oval 2'x8' Illuminated SignsEG-13F"Body Shop" - Oval 2'x8' Illuminated SignsG-2AFeature Vehicle Wall GraphicG-3BHonda Emblem - Info Center Wall Low Ceiling OptionG-9.1Service Banner - "Authorized Tire Center"G-9.2Service Banner - "Maintenance"G-9.3Service Banner - "Warranty"G-9.4Service Banner - "Brakes"G-9.5Service Banner - "Express Service"G-9.6Service Banner - "Batteries"G-10Customer Center Vinyl EmblemEG-15Entrance Welcome Graphic700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A140Graphics Plan -Front HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1Architectural - Graphics Plan - Front HalfEmendation ScheduleFOR REFERENCE ONLY UPMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEG-9.1G-9.1G-1BG-1BServiceGarage122Wash Bays125Oil Storage123BreakRoom127Men128Women129EstimatingBays130CollisionCenter131Body Shop132Paint135Office134EG-13CG-9.1G-9.1G-9.1Graphics KeynotesG-4Graphic Poster SetG-1BHonda Name Letters- Service AreaEG-14ADoor Vinyl Letters - "Parts Receiving"G-8"Welcome" LettersG-5F"Service Advisors"G-5A"Customer Center"G-5B"Service"G-5C"Retail Parts"G-5D"Cashier"G-5E"Parts"G-5G"Restrooms"G-5H"kids' zone"G-3AHonda Emblem - Info Center WallG-3CHonda Emblem - Accessories Vehicle Display & Welcome DeskG-3DHonda Emblem - Service Advisor DeskG-6Dealer Name Letters- Service Reception AreaG-1AHonda Name Letters- Feature Vehicle WallEG-8Dealer Name LettersEG-9Service Center LettersEG-6AHonda EmblemEG-7Honda Name LettersEG-13A"Service Reception" - Oval 2'x8' Illuminated SignsEG-13B"Express Service" - Oval 2'x8' Illuminated SignsEG-13C"Express Wash" - Oval 2'x8' Illuminated SignsEG-13D"Delivery Center" - Oval 2'x8' Illuminated SignsEG-13E"Parts" - Oval 2'x8' Illuminated SignsEG-13F"Body Shop" - Oval 2'x8' Illuminated SignsG-2AFeature Vehicle Wall GraphicG-3BHonda Emblem - Info Center Wall Low Ceiling OptionG-9.1Service Banner - "Authorized Tire Center"G-9.2Service Banner - "Maintenance"G-9.3Service Banner - "Warranty"G-9.4Service Banner - "Brakes"G-9.5Service Banner - "Express Service"G-9.6Service Banner - "Batteries"G-10Customer Center Vinyl EmblemEG-15Entrance Welcome Graphic700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A141Graphics Plan -Back HalfMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"1Architectural - Graphics Plan - Back HalfEmendation ScheduleFOR REFERENCE ONLY 1st Floor0"T.O. Showroom Wall22' - 4"EP-2EP-1ST-1MP-2MP-3UndersideMP-3MP-3UndersideMP-1MP-2SF-1D-1SF-1D-1EP-2EP-2345678499Mezzanine8' - 7"26' - 4"19' - 9 1/2"11111ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"MP-1MP-11st Floor0"T.O. Showroom Wall22' - 4"EP-2MP-2MP-3UndersideD-1MP-2MP-1SF-1D-1EP-1EP-2ST-1254369Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Service Wall17' - 0"D-2EP-1D-4EP-2EP-3EP-2Mezzanine8' - 7"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"1st Floor0"T.O. Showroom Wall22' - 4"4"D-3D-1EP-29Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"4"D-3D-1EP-2MP-3MP-2Underside9Mezzanine8' - 7"111ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"MP-2MP-1SF-1D-1EP-2D-1349Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Service Wall17' - 0"EP-2EP-1EP-3EP-2D-4D-4EP-3EP-2Typ.D-4EP-1ST-1ST-1EP-2EP-1D-2D-2D-4EP-229910Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"4"EP-2MP-3UndersideMP-3EP-2D-199Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Service Wall17' - 0"D-2EP-1D-4EP-2EP-3ST-1D-2EP-1ST-1D-4ST-1EP-2EP-322EP-2SF-1D-3EP-2D-11010Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"Elevation Keynotes1New CMU Dumpster Enclosure For Tires2New Stone Wall Planter Box. Boston Ivy Will Be Planted Adjacent To Building For Ivy To Grow Along CMU Face3New 20'-0" Dia. Honda Entrance Cylinder4New EV Charging Station5New Canopy For Vehicle Delivery Center6Canopy To Be Reviewed With Honda For Compliance. Canopy To Be Replaced if Required. Extents of Canopy Will Remain The Same or Decrease. Existing Canopy Extends 5'-10" From Existing Face.7New "Maguire" Sign To Be Installed Where Previous "Ithaca" Sign Was.8New Stone Wall Planter Box. Tall Grasses To Be Planted At Rear of Box To Help Screen Service Garage and Part Delivery While Creating a Pleasing Background To Customers Who Purchased a New Vehicle.9Clean, Patch and Repair Existing EFIS To Receive New EP-2 Paint On Entire Elevation. All Cleaning, Patching and Repairing To Be Completed in Accordance To Dryvit Manufacture Recommendations. 10Ivy To Grow Completely Over Face 11New Gen. 3 Compliant Wave, Service Canopies, and Cylinder to be provided by Pattison Sign Group.700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A200ElevationsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B1/8" = 1'-0"4GShowroom West Elevation1/8" = 1'-0"8GShowroom North Elevation1/8" = 1'-0"1CService Garage East Elevation1/8" = 1'-0"1DService Center West Elevation1/8" = 1'-0"3DService Center East Elevation1/8" = 1'-0"1GShowroom South Elevation1/8" = 1'-0"1HService Garage North Elevation1/8" = 1'-0"1EService Center South Elevation1/8" = 1'-0"1AService Garage South ElevationExterior Finish ScheduleMark DescriptionManufactureProduct InformationNotesModelColorDimensionsCC-1 ConcreteLocally Sourced and ApprovedBy Architect of RecordNon-Color Plain Grey From Local Batch Plant BroomFinish4'x4' Score MarksCF-1 Cap FlashLocally Sourced and ApprovedBy Architect of RecordTo Match Match MP-14" HeightCMU-1 Concrete Masonry Unit Anchor Concrete Products Anchor Split Face BlockSD-36 Note: Use With Lehigh Masonry Cement, ColorSD-338"Hx16"Wx(See Wall Type ForDimension)TD-1 Glass & Aluminum Door EFCO403-IClear Anodized FinishSee Drawing / Door Schedule For SizeD-2 Solid DoorLocally Sourced and ApprovedBy Architect of RecordPaint: Glidden Professional #50YY 83/029 NaturalWhiteSee Drawing / Door Schedule For Size Vision Panel IntegralD-3 Glass & Aluminum OverheadDoorLocally Sourced and ApprovedBy Architect of RecordMetal Color To Match SF-1, Clear AnodizedSee Drawing / Door Schedule For SizeD-4 Aluminum Overhead Door Locally Sourced and ApprovedBy Architect of RecordSIngle Row of Vision GlassWhite Factory FinishSee Drawing / Door Schedule For SizeEFIS-1 Exterior Insulation FinishingSystemDryvitOutsulation Plus MD EIFSHonda China White #HOND061021 Finish SandBlastEG-1 Exterior GlazingEFCOX Therm 5600 SeriesClear Anodized Finish4 1/4" T Mullions x 8" D SystemEP-1 Exterior PaintBenjamin MoorePrimer: Super Spec HP Universal ALKYD Metal Primer #P07 Paint: Aura WaterborneExterior Paint: Semi-Gloss Finish #632Classic Colors 1B Alabaster #876All EFIS Unless NotedOtherwise To Receive ThisPaint.EP-2 Exterior PaintBenjamin MoorePrimer: Sure Seal Latex Primer Sealer #027 Paint: Aura Waterborne Exterior Paint: SatinFinish #631Classic Colors 1B Alabaster #876EP-3 Exterior PaintBenjamin MoorePrimer: Super Spec HP Universal ALKYD Metal Primer #P07 Paint: Aura WaterborneExterior Paint: Semi-Gloss Finish #632#45BB 22/347 Portuguese BlueMP-1 Metal PanelAlpolicDry Joint SystemHonda Silver Metallic 4MM P/N BSXMP-2 Metal PanelAlpolicDry Joint SystemHonda Blue 4MM P/N HNBMP-3 Metal PanelAlpolicDry Joint SystemHonda White 4MM P/N BNTSF-1 Store FrontEFCO403-IClear Anodized FinishST-1 Stone WallLocally Sourced and ApprovedBy Architect of RecordLlenroc StyleEmendation Schedule 10.A.01Toilet Partition System (Ceiling Hung)10.C.03Manufactured Bench10.B.02Wall Mounted Electric Hand Dryer. CoordinateWith Electrical Contractor To Ensure Power isProvided. Provide in wall Blocking.10.C.02 18"x18"x72" Double tier Locker10.B.01Stainless Steel ADA Compliant 3 Grab Bar Set(42" Length; 36" Length and 18" vertical) Providewood blocking. Coordinate layout with tilepattern and toilet accessories.1210.B.03Toilet Paper Dispenser12.A.02Type ABC 10lb Fire Extinquisher in FireExtinquisher Cabinet10.A.02Toilet Partition System (Overhead Braced andFloor Supported)10.C.0118"x18"x72" Locker10.B.05Sanitary Napkin Dispenser10.B.06Sanitary Napkin Disposal Unit - Recess in newwall construction10.B.04Toilet Accessories Provided by Owner's supplier(NIC)07.A.01ACM Panel Construction including all clips,integral coping and wall panels07.A.022" Horizontal Ribbed Metal Panel Siding07.B.01 1" Insulated Metal Panel Siding07.A.037/8" Corrugated Metal Panel Siding07.B.02 3" Insulated Metal Panel Siding07.H.01.060 Reinforced EPDM Roofing (Spray DownApplication)07.H.02Tapered Rigid Insulation over 2" Rigid Insulationand 1/2" Exterior Gypsum Sheathing. Spraydown. Averaged insul. thickness to beminumum 5-1/2" thick.07.H.031 1/2" Rigid Insulation 1/2" Exterior GypsumSheathing. Spray Down.06.A.033/4" Fire Treated AC Sanded Plywood08.B.01Solartube Skylight on Insulated GreenHeck GPIPcurb with integral sun tunnel and ceiling kit -complete07.C.012" Rigid Insulation Hunter XCI Foil Faced(Class A)07.C.02 2" Rigid Insulation Hunter XCI 286 Foil Faced07.D.012" Rigid Insulation Owens Corning PolystryeneXPS Foamular 250 or Equal - Extend Vertical Min.4'-0"07.D.022" Horiz. Slab Rigid Insulation Owens CorningPolystryene XPS Foamular 250 or Equal - ExtendHoriz. Min. 2'-0" from interior of foundation face08.B.02Reflective Solartube Metal Diffuser angled toACT ceiling light diffuser (manufactured byskylight manufacturer)04.C.01Blue stone masonry 2-1/4" and 5-1/4" H set inashlar pattern05.A.024" CFMF05.A.03 6" CFMF05.A.04 8" CFMF05.B.01(2) 6" CFMF Steel (16 Gauge) Door Header with18 Gauge Strapping top and FRTW Blocking - AtShowroom Entrance attach to steel angle atcolumns all other locations double stud jambs.05.B.02(2) 12" CFMF Steel (16 Gauge) Door Header with18 Gauge Strapping top and FRTW Blocking - AtShowroom Entrance attach to steel angle atcolumns all other locations double stud jambswith rigid connectors.07.E.01 Cont. Aluminum Flashing - Match Panel Color07.E.02 Aluminum Wall Coping07.E.03 EPDM Termination Bar07.E.04Aluminum Drip Edge adhered to EPDM Roofingon 2x Built-up PT Blocking with lap sealant09.A.011/2" Exterior Gypsum Sheathing (Tape and Seal)09.B.015/8" Gypsum Board - Prime and paint perspecifications - finish all walls to Level 5 finish inshowroom areas07.D.033" Spray-on Insulation System Typical allexterior walls - insulate all wall parapets asshown.04.A.01 8"x8"x16" CMU04.A.0312"x8"x16" CMU04.A.04 8"x8"x16" CMU Bond Beam with (2) #3 Rebar04.A.05 12"x8"x16" CMU Bond Beam with (2) #3 Rebar05.B.038" CFMF (nested) Around Perimter of NewSkylight Openings - Cut Existing Roof Purlinsand provide Steel Clips fastened to Purlins04.C.022-1/4" H x 5" x 4'-0" length blue stone wall Cap04.D.01Stainless steel (SDS) masonry stone anchors -Hohman Barnard one per each 4 square feet and24" max. vertical and at top of wall.04.D.02 Cellular wall vents at top and bottom of masonry04.D.03Adhered Wall Flashing compatible with liquidapplied waterproofing04.D.041" Airspace with Mortar net(www.mortarnet.com) at base of wall04.D.05 Provide Counterflashing and reglet into masonry04.D.06#4 Rebar at 12" o.c. (Epoxy Coated)09.C.01Suspended Ceiling System, suspension hangersand Lighting - See Reflected Ceiling Plans forTypes09.D.01Typical Double Interior Stud (Nested) Header-openings from 0'-0" to 4'-0" use (2) 3-5/8" StudHeader-openings from 4'-0 to 8'-0" use (2) 6" StudHeader-openings from 8'-0" to 12'-0" use (2) 8" StudHeader09.D.02 3-5/8" (22 Gauge) Steel Interior Studs at 16" o.c.05.D.01Structural Steel Framing / Steel Deck / CFMFand/or Bar Joists see Structural Drawings05.C.013/8" Thick x 14" Steel Plate Stringer Prime andPaint05.C.02 8"x3"x3/8" Base or Top Plate05.C.03 Steel Pan Tread with concrete infill05.C.04 C12x20.7 Steel Channel Prime and Paint04.B.01 4"x2 2/3"x8" Face Brick07.E.05Alum. Gutter and 5" Diameter Alum Downspouts;Fasten as per Roofing ManufacturerRequirements - provide water cut-off mastics07.E.06Provide Stainless Steel Fasteners at all Gutterhangers.07.E.07Carlisle or Equal Expansion Joint Support,Expansion Joint Filler, Russ Strip, FasteningPlate, Adhesives and Fasteners (Carlisle DetailU-3B)06.A.02 2x FTRW Blocking06.A.012x PT Wood Blocking - Wrap and adhere EPDMMembrane04.A.068"x8"x16" CMU Solid Grouted masonry with #4Rebar at 32" o.c. epoxy set or cast into concretefooting min 8" embedment - Provide Block fillerand painted surface at exposed to view locations09.A.02 1/2" Cementitious Tile Backer Board03.B.06Compacted Gravel Base (4" Concrete Slab - 5"Min / 6" Concrete Slab - 6" Min.)03.A.01 #4 Rebar Continuous, Top and Bottom 3" Clear03.A.02 #4 Rebar Continuous, 3" Clear03.A.03 #4 Rebar cont. bent03.A.04 #4 Rebar at 12" o.c. or as noted (Epoxy Coated)03.C.02 Geotextile Fabric turn up at edges and adhere03.B.014" Concrete Sidewalk see Landscape drawingsfor detail - Turn down edges 12"03.A.05 6x6 W2.9xW2.9 WWM (2" Clear)03.B.025" Reinforced Concrete Slab with reinforced 6mil vapor barrier (taped and sealed) over 6" Min.gravel base - see structural drawings03.B.036" Reinforced Concrete Slab with reinforced 6mil vapor barrier (taped and sealed) over 6" min.gravel base - see structural drawings03.B.05Crushed Gravel Base 3/4" Top Size Size - 4"Min. Conforming to ASTM D 2940 Compact to95% Compaction0707.F.01 Fluid Applied Air Barrier09.D.03 1-5/8" (22 Gauge) Steel Interior Studs at 16" o.c.05.B.04(2) 12" Steel (16 Gauge) Door Header with 18Gauge Strapping top and FRTW Blocking - attachw/ steel angle at columns all other locationsdouble stud jambs with rigid connectors.03.B.07Flowable Concrete Fill040304.B.028"x 4" x 2 1/4" Brick Pavers (Belden Type PS orEqual)0505.C.05 3"x3"x1/4" Steel Post - Prime and Paint060805.C.064"x4" X 1/4" Steel Angle - weld tostringers - bolt to frame07.G.01Wall Support system - Knight Wall - Vertical andHorizontal with stainless steel fasteners07.G.02Wall Support system - Knight Wall - Vertical orHoriz. only with stainless steel fasteners1007.E.08Prefabricated Aluminum Canopy with integrateddownspots at each end to PVC Downspoutreceiver08.B.03 Not Used08.C.01 2 -1/4" x 6" Alum. Curtain Wall System08.C.03 2 " x 4 7/8" Alum. Interior Storefront System08.C.04Interior Frameless Glazing System08.D.01 Subsill set in water cut-off mastic06.B.011/2" Built-up Corian sill with 3/4" wallProjections: Ends capped and 1/8" Eased edges -typical all window and curtain wall sills09.E.013" Sound Attentuation Blankets (SAB) Roxul orequal09.E.02Deflection Track07.A.04Aluminum Trim and drip edges - provide trim atdoor, Head, jambs and sills.07.E.09Okeefes Premanufactured LadderModel 502 www.okeefes.com12.A.01Roller Shade with Fascia - Provide FRTWBlocking at Jambs and head. Provide at allAluminum Windows (except Showroom, Stairsand at Service Bay)09.F.01Finish Flooring - see Finish Plans / TypicalDetails09.F.02 Rubber Tread and Riser (one piece)07.E.10 Prefabricated Access Ladder to Roof05.B.05 4"x4"x 18 gauge Steel Edge Angle09Division 03:ConcreteDivision 04:MasonryDivision 05:MetalDivision 06:Wood, Plastics, and CompositesDivision 07:Thermal and Moisture ProtectionDivision 08:OpeningsDivision 09:FinishesDivision 10:Specialties11Division 11:EquipmentDivision 12:Furnishings13Division 13:Special Construction21Division 21:Fire SuppressionDivision 22:Plumbing22Division 23:HVAC23Division 25:Integrated Automation25Division 26:Electrical26Division 27:Communications27Division 28:Electronic Safety & Security28Division 31:Earthwork31Division 32:Exterior Improvements32Division 33:Utilities33Division 34:Transportation34Division 35:Waterway & Marine Construction35Division 40:Process Interconnections40Division 41:Material Processing & Handling Equipment41Division 42:Process Heating, Cooling, & Drying Equipment42Division 43:Process Gas and Liquid Handling, Purification, & Storage Equipment43Division 44:Pollution & Waste Control Equipment44Division 45:Industry-Specific Manufacturing Equipment45Division 46:Water & Wastewater Equipment46Division 48:Electrical Power Generation4804.B.038"x 4" x 2 3/4" Brick Pavers (Belden Type PX orEqual)04.B.041 1/2" Max. Sand Bed - Provide 3/16" Joints(ASTM C33)03.C.01 Compacted Base to 95%05.C.07 4"x4"x3/8" Steel Clip Angle - bolt to frame05.E.01Stainless Steel Post Base with 3/8"x2" Dowels indirection of travel05.E.02Stainless Steel Dowel - Sleeve for EmbeddedPost Base05.E.032" Diameter Powder Coated Steel Post withLockable Eyelet05.A.01 2" CFMF05.F.013/16" Stainless Steel Cable Rail System(www.haynlines.com) with alll turnbuckles andend peices - complete. Provide 2"x2"x1/4" TubeSteel (Powder Coated) balusters and top cap(Powdercoated) with pressed stainless steelbushings at balusters. Provide (2) 3"x3"x1/4"Clip Angles Each Baluster to framing05.F.02Metal Rail and Guardrail System with 1/2" x 2"balusters, provide 1/2"x 3"x 1/4" Steel clip anglesto side of stringer or weld to top. Infill Panelsshall be 10 gauge perforated Steel Mesh withhemmed edges, connect panels to balusters withclips. 1 1/2' dia. steel handrail with 1/2" Bent barsupports, weld to balusters, edges smoothed,prime and paint05.B.06 CFMF Cross Bracing refer to project manual05.B.07 Deflection Channel with compressible filler08.C.05 Aluminum Window System09.G.011/2" Corian Sill with 1 1/2" Face on waterresistant plywood backing - adhered08.D.02 Not Used08.E.01Metal Jamb and Head Trim and Flashing(Aluminum .060 gauge) and Flashing to matchmetal wall panels07.D.04Tapered Rigid Insulation over 2" Rigid Insulation.Spray down. Average insulation thickness to beminimum 5 1/2" thick03.B.08 Reinforced Concrete - see structural drawings03.B.09Elevator reinforced matt slab with 12"x12"x18"dopening for pump - see structural drawings04.A.07Nom. 2" H x 10" D Continuous CMU BullnoseCap04.A.02 10"x8"x16" CMU03.B.048" Reinforced Concrete Slab with reinforced 6mil vapor barrier (taped and sealed) over 6-1/2"min. gravel base - see structural drawings04.C.03 4"H x 5"D Continuous Stone Sill08.C.02 2 -1/4" x 8" Alum. Curtain Wall System08.E.02Formed Metal Sill (.060 Aluminum Sill) to matchmetal wall panels06.C.01Wood Decking: 5/4"x6" (pregrooved) BlackLocust Decking as Manufactured byRobi-Decking with EB-TY Fastening system andstainless steel fasteners (Seal Wood withRobi-End and Robi-Deck Seal - Color as selectedby Architect ) www.robidecking.com06.C.02Wood Decking: 1"x6" Pressure Treated WoodDecking with galvanized fasteners31.A.014" Compacted Aggregate Subbase MaterialNYSDOT Type 2, Item No. 304.12, Compacted to95% Modified Proctor31.A.026" Compacted Aggregate Subbase MaterialNYSDOT Type 2, Item No. 304.12, Compacted to95% Modified Proctor31.A.0312" Compacted Aggregate Subbase MaterialNYSDOT Type 2, Item No. 304.12, Compacted to95% Modified Proctor31.B.011 1/2" Asphalt Top CourseNYSDOT Item 402-09620231.B.023 1/2" Asphalt Binder CourseNYSDOT Item 402-19620231.B.03Asphalt Cold PatchNYSDOT Item 402-19620231.C.01Stabilized Geotextile31.D.014" Thick Concrete Pavement, Provide Soft BristleFinish Perpendicular to Edge. Edge with 2" WideTooled Joint31.D.026" Thick Concrete Pavement, Provide Soft BristleFinish Perpendicular to Edge. Edge with 2" WideTooled Joint03.A.06 6x6 W2.9xW2.9 WWM (2" Clear)(2 Layers)03.A.073/4" Diameter x 15" Long Steel Dowels @ 24" o.c.7 1/2" Embedment Each End, Grease One End31.D.033/8" Wide Compressible Expansion Joint Fillerwith Sealant. See Site or Floor Plans for Layout31.D.041" Deep x 1/4" Wide Saw Cut Score Joint. SeeSite or Floor Plans for Layout31.E.01Cast in Place Concrete Curb. Smooth RubbedFinish Exposed Surfaces31.E.02 Chamferred Granite Curb NYSDOT Type E10031.E.03 Straight Granite Curb NYSDOT Type A03.B.10 4" MicroFiber reinforced Concrete Base04.B.05 1-1 1/2" Max. Paver Sand04.B.06 Brick Paver Stringer courseSections & Details Keynotes01.A.01 Finish Surface or Pavement01Division 01:General Requirements 31.D.05Quarter (1/4) inch wide by half (1/2) inch deepexpansion joint. Expansion Joints should bespaces ever ten (10) feet on center oppositecontrol joints. joint shall be filled with quarter(3/8) inch premolded resilient joint filler andtopped off with joint filler sealer.31.F.01 Bark Mulch (Color as selected by Architect)31.F.02 Planting Soil31.F.03Muddle Ring32.A.01 Tree (Container Type; Refer to Planting Detail P532.A.02 Bare Root Tree; Refer tp Planting Detail P632.A.03 Daylilies or variegated Ribbon Grasses32.A.04 Native grasses; Refer to Planting Detail P132.A.05 Deciduous Shrub (Bare Root); Refer to Detail P232.A.06Deciduous Shrub (Container Type); Refer toPlanting Detail P332.B.01 Spiral Tree Wrap32.B.02Spiral Tree Wrap with Cloth Wrap supports.Anchor with Wire to 2x2 Pressure Treated Stakes3'-0" into ground31.F.04 Tree Roots or Container31.F.05 3/16" x 4" Steel Edging32.A.07Coniferous Shrub (Container Type); Refer toPlanting Detail P401.A.02 Silt Fence or Protective barrier01.A.03 Existing Ingound Utilites - Protect01.A.04Existing Utilities to Remain (Provide Temporparyprotection and support during construction)05Division 05:Metal(cont'd)05.G.013 1/2" x 3 1/2" x 5/16" Steel Lintel (All exteriorsteel to be hot dipped galvanized)05.G.02(2) 3 1/2" x 3 1/2" x 5/16" Steel Lintel back to back(All exterior steel to be hot dipped galvanized)05.G.03(2) 3 1/2" x 3 1/2" x 5/16" Steel Lintel back to backwith 1/4" Steel plate (full width of wall)(Allexterior steel to be hot dipped galvanized)05.G.043 1/2" x 6" x 5/16" Steel Lintel LLV (All exteriorsteel to be hot dipped galvanized)05.G.05(2) 3 1/2" x 6" x 5/16" Steel Lintel LLV back toback (All exterior steel to be hot dippedgalvanized)05.G.06(2) 3 1/2" x 6" x 5/16" Steel Lintel back to backwith 1/4" Steel plate (full width of wall)(Allexterior steel to be hot dipped galvanized)05.H.01 3"x6"x1/4" HSS Steel Tube Section05.H.024"x6"x3/8" Steel Angle Pipe Support (Hot DippedGalvanized at Exterior Locations) with 1"Threaded Rods with double nut connections06.C.03Wood Decking: 1"x6" grooved FSC CertifiedDecking material (www.kebony.com) withconcealed ex-step anchoring system andcorrosion resitant fasteners as recomended bymanufacturer06.C.04Wood Decking: Synthetic Type Decking material(www.fiberon.com) with concealed anchoringsystem and corrosion resitant fasteners asrecomended by manufacturer06.D.012"x4" Nominal Lumber (FRTW based onconstruction type) Provide Pressure treated at allexterior locations and noted otherwise.06.D.022"x6" Nominal Lumbar (FRTW based onconstruction type) Provide Pressure treated at allexterior locations and noted otherwise.06.D.032"x8" Nominal Lumbar (FRTW based onconstruction type) Provide Pressure treated at allexterior locations and noted otherwise.06.D.042"x10" Nominal Lumbar (FRTW based onconstruction type) Provide Pressure treated at allexterior locations and noted otherwise.06.D.052"x12" Nominal Lumbar (FRTW based onconstruction type) Provide Pressure treated at allexterior locations and noted otherwise.06.E.01 2"x2" Actual Lumbar: Black Locust subframe06.E.02Glu-Laminated Wood Structure (Providepressure treated at all exterior locations) Unadillaproducts or equal. (www.unalam.com)06.F.01 Corrosion Resistant Fasteners06.F.021/4" Diameter Carriage Bolts (Stainless Steel atExterior locations)revision 1.022.A.01Galvanized Pipe Roller supports (Taylor PipeSupports or Equal)06.F.031/4" Diameter Carriage Bolts (Hot dippedGalvanized at Exterior locations)06.F.045/16" Diameter Carriage Bolts (Stainless Steel atExterior locations)06.F.055/16" Diameter Carriage Bolts (Hot DippedGalvanized at Exterior locations)31.E.04 Gravel Curb Setting Bed05.F.033" x 3" x 8" x 3/16" Galvanized Steel Brackets (2at Each Baluster) Fasten with 1/4" Through Boltsand washers. Provide .60 mil ruber isolationsheet between dissimiliar materials05.F.041 1/2" Dia. Stainless Steel Handrail with 1/2"Stainless balusters with floor plate LegatoSystem by Wagner(www.wagerarchitectural.com) Provide 7/32"Tempered Glass Infill Panels.05.F.051 1/2" Dia. Steel Handrail with wall mountedhandrail brackets at 4'-0" o.c. max. Provide allend caps, elbows and terminations typical.Smooth, prime and paint.03.D.01PVC embedded post sleeve - EZ Sleeve suppliedby www.thesteelsupplyco.com03.D.02Expandable Hydraulic Cement and FinishCement (Slope top for drainage) Dayton Superioror Equal05.F.061 1/2" Dia. Steel Handrail and baluster system(Galvanized) Connect with threaded flush screwsto 8" L. Stainless Steel sleeve set into PVC Postsleeve. brackets at 4'-0" o.c. max. Provide all endcaps, elbows and terminations. Smooth, primeand paint.05.F.07Handrail Slip Connection (Expansion) at 30' max.o.c. (coordinate locations with Architect)04.E.01Cut Bluestone Cap with 1/2" Stainless Steel PinDowels and Heckman #167 Eyelet at Each Joint04.E.031/2" Stainless Steel Pin Dowels set in Hydraulictype Grout at 24" o.c. max04.F.01Self Adhering Copper Plashing - HohmanBarnard Copper-Fabric04.E.02Architectural Precast Concrete Cap with 1/2"Stainless Steel Pin Dowels and Heckman #167Eyelet at Each Joint31.F.06Finish Grade: Remove rocks within affectedconstruction area, reseed with Hydrodeed26.A.01 Threaded Railing Mounted Electrical Lights26.A.022" PVC Conduit (Sealtite)05.C.08 4"x4"x5/16" Steel Clip Angle - bolt to frame07.A.05 ACM Intergral Coping and Fastening system09.D.04 7/8" Metal Furring Channel05.B.08Curved CFMF Slotted Deflection Track and/orCurved Runner Track09.A.03(Existing)1/2" Exterior Gypsum Sheathing (Tapeand Seal)12.A.03Countertop09.D.05 Metal Base09.B.02Wall Covering09.D.06 Metal Reveal09.D.07 Laminate06.E.03 3/4" Medium Density Fiberboard07.I.01 2 1/4" EFIS Patch and Match Existing Adjacent.05.I.01 2" Epicore Metal Deck By Epic Metals09.D.08Monarch Z Clip System For Phenolic Panels.MFTAPE Bracket and MF375 Clip700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A300Sections & DetailKeynotesMaguireHonda ofIthacaIssue )RU3HUPLW315 Elmira Rd.Ithaca, NY 148501905BEmendation Schedule 1st Floor0"T.O. Showroom Wall22' - 4"D2D11/2"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"07.A.0506.D.0209.A.0105.B.0505.D.0105.B.0809.B.0105.D.0107.D.0307.F.0107.A.0107.D.0405.D.0107.D.0405.D.0107.A.0506.D.0209.A.0105.B.0509.C.0109.C.0106.A.0208.C.0303.B.0603.B.0105.B.08CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"D2D1T.O. Showroom Wall22' -4"MEZZANINE8' -7"1st Floor0' -0"07.D.0405.D.0109.C.0107.A.0506.D.0209.A.0105.B.0505.D.0105.B.0705.D.0107.D.0307.F.0107.A.0106.A.0208.C.0103.B.0603.B.01CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A301SectionsMaguireHonda ofIthacaIssue For3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/4" = 1'-0"1Cylinder Section 13/4" = 1'-0"2Cylinder Section 2Emendation Schedule D2Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"06.A.0107.D.0405.D.0109.A.0105.B.0505.D.0105.A.0105.B.0709.B.0105.D.0107.D.0309.A.0107.F.0107.C.0107.A.0108.C.01REMOVE EXISTING PARAPET 07.A.0503.B.06CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"D21' - 0"5/8"Min.4"07.H.0107.D.031st Floor0"B4B3Mezzanine8' - 7"1ST FLOOR0' - 0"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"07.D.0405.D.0109.A.0105.B.0505.D.0109.B.0105.D.0109.A.0107.A.0103.B.06CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Service Wall17' - 0"Mezzanine8' - 7"Top of Footer-4' - 0"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"07.D.0405.D.0105.B.0503.B.0804.A.0504.A.0309.D.0409.A.0107.A.0103.B.0603.B.01700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A302SectionsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/4" = 1'-0"1Wave Canopy Section3/4" = 1'-0"2Service Canopy Section3/4" = 1'-0"3Estimating Bay SectionEmendation Schedule 1st Floor0"T.O. Showroom Wall22' - 4"D2D1Mezzanine8' - 7"1/4"12"A303E9A303G9D207.H.0107.H.0305.H.0106.D.0207.E.0409.D.0807.A.0607.E.0307.H.0107.H.0305.H.0106.D.0207.E.05700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A303SectionsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/4" = 1'-0"1ACanopy Section 1Emendation Schedule1 1/2" = 1'-0"G9Canopy Detail 11 1/2" = 1'-0"E9Canopy Detail 2 1st Floor0"T.O. Showroom Wall22' - 4"C10T.O. Service Wall17' - 0"Mezzanine8' - 7"1AA3031ST FLOOR0' - 0"T.O. Showroom Wall22' -4"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"A303G9SimA3049G09.A.0109.A.0307.E.0107.E.03Min.8"07.H.0107.H.0307.I.0105.H.01700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A304SectionsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/4" = 1'-0"1ACanopy Section 2Emendation Schedule1 1/2" = 1'-0"9GCanopy Detail 3 1st Floor0"T.O. Showroom Wall22' - 4"T.O. Service Wall17' - 0"Mezzanine8' - 7"Top of Footer-4' - 0"09.D.0209.B.0109.C.0112.A.0309.D.0509.B.0209.D.0609.D.0706.E.03CANOPYFOUNDATIONPLAN0' -0"T/CANOPY15' -3"LOW TOP OFSTEEL13' -7"HIGH TOP OFSTEEL21' -6"1st Floor0"T.O. Service Wall17' - 0"Mezzanine8' - 7"Top of Footer-4' - 0"T.O. Service Wall17' -0"MEZZANINE8' -7"1st Floor0' -0"09.C.0103.B.0807.D.0405.D.0105.B.0504.A.0504.A.0309.D.0409.A.0107.A.0103.B.0603.B.01700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A305SectionsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/4" = 1'-0"7BInfo Center Section3/4" = 1'-0"4BCollision Center SectionEmendation Schedule PI-6--102-3109IGI-01IGI-01112IGI-01113-1PI-3--PI-3--PI-1--PI-1--PI-1--PI-3--9' - 8"1' - 6"EQ9' - 8"EQ1PI-1--PI-1--PI-1--PI-1--102-2PI-6--P-714' - 0"3' - 6"1' - 0"PI-1--RV-1PL-1RV-1PL-1MT-1PI-8--PI-11RB-1GL-2--IGI-01IGI-01PI-11RB-15' - 0"4' - 0"23PI-7--PI-9--PI-11--GL-2--PI-1--PI-7--23PI-7--PI-7--PI-1--PI-1--PI-1--PI-7--EQEQEQ12' - 0"2' - 0"5' - 1"2' - 11"EGI-01131-13' - 3"2' - 9 1/4"2' - 9 1/4"6' - 2"3' - 0"3' - 0"3' - 0"3' - 0"8' - 0"2' - 0"130-1IGI-0123' - 8 1/2"PI-1--Interior Elevation Keynotes16" Recess With Framing and Gyp Board Painted PI-1 ToReceive Graphic.210 2000 CRL Clear View Glass Wall Office System -SR2SBS12SL CRL Brushed Stainless 2- 5/16" x 120"Length Low Profile Sidelite Rail with Saddle310 2000 CRL Clear View Glass Wall Office System -DCH40BSC CRL Brushed Stainless 4" Recessed HeaderWith Glazing Pocket Only Custom Length700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A501Interior ElevationsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/8" = 1'-0"1AShowroom - Elevation3/8" = 1'-0"8AInfo Center - Elevation3/8" = 1'-0"1DCustomer Lounge - Elevation A3/8" = 1'-0"5DCustomer Lounge - Elevation B3/8" = 1'-0"8DCustomer Lounge - Elevation D3/8" = 1'-0"1ECustomer Lounge - Elevation C3/8" = 1'-0"5ECollision Center - Elevation A3/8" = 1'-0"8ECollision Center - Elevation BEmendation Schedule ??????PI-5122-4122-33' - 0"1' - 8"2' - 2"3' - 2"2' - 4"PI-4--PI-58"4' - 0"PI-2--PI-2--PI-3--PI-4--Interior Elevation Keynotes16" Recess With Framing and Gyp Board Painted PI-1 ToReceive Graphic.210 2000 CRL Clear View Glass Wall Office System -SR2SBS12SL CRL Brushed Stainless 2- 5/16" x 120"Length Low Profile Sidelite Rail with Saddle310 2000 CRL Clear View Glass Wall Office System -DCH40BSC CRL Brushed Stainless 4" Recessed HeaderWith Glazing Pocket Only Custom Length700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A502Interior ElevationsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/8" = 1'-0"1AService Area - Elevation A3/8" = 1'-0"1CService Area - Elevation BEmendation Schedule PI-4--PI-4--PI-3--PI-2--PI-3--PI-2--8"4' - 0"119-2PI-5PI-5PI-4--123-1130-28"4' - 0"PI-3--PI-2--PI-5Interior Elevation Keynotes16" Recess With Framing and Gyp Board Painted PI-1 ToReceive Graphic.210 2000 CRL Clear View Glass Wall Office System -SR2SBS12SL CRL Brushed Stainless 2- 5/16" x 120"Length Low Profile Sidelite Rail with Saddle310 2000 CRL Clear View Glass Wall Office System -DCH40BSC CRL Brushed Stainless 4" Recessed HeaderWith Glazing Pocket Only Custom Length700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A503Interior ElevationsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/8" = 1'-0"1AService Area - Elevation C3/8" = 1'-0"1CService Area - Elevation DEmendation Schedule PI-11--WC-1WC-1GB1-3CTB-3--CT-4--CTB-5--4' - 3"WC-1GB1-3CTB-4--CT-6--CTB-6--3' - 0"1' - 6"4' - 3"PI-2--GB1-3BCSCTB-4--CT-6--CTB-6--WST4' - 3"PI-11--CTB-3--CT-4--CTB-5--WC-1GB1-33' - 6"2' - 0"1' - 6"SNDTPD??BCSWC-1CTB-3--CT-4--CTB-5--PI-2--UR-1WC-1GB1-3CTB-4--CT-6--CTB-6--TPD4' - 3"MR??BCSUR-1CTB-4--CT-6--CTB-6--BCSCTB-5--CT-4--CTB-3--WSTPI-11--PI-11--CTB-4--CT-6--CTB-6--SK-1WC-1GB1-33' - 0"1' - 6"4' - 3"TPDCTB-6--CTB-6--CTB-6--TC-1UR-1CT-6--CT-6--CTB-6--PI-2--UR-1PI-2--CTB-4--CT-6--CTB-6--SK-12' - 0"WST4 1/4"3' - 6 1/2"4 1/4"CTB-3--CT-4--CTB-5--??2' - 10"1' - 7 3/4"SK-1SND4' - 3"WC-1MRCTB-3--PI-11--CT-4--CTB-5--2' - 0" Min1' - 6"3' - 6" MaxSNDTPDGB1-3WC-1PI-11--CTB-3--CT-4--CTB-5--GB1-3TPDPI-11--CTB-3--CT-4--CTB-5--SK-12' - 0"WSTInterior Elevation Keynotes16" Recess With Framing and Gyp Board Painted PI-1 ToReceive Graphic.210 2000 CRL Clear View Glass Wall Office System -SR2SBS12SL CRL Brushed Stainless 2- 5/16" x 120"Length Low Profile Sidelite Rail with Saddle310 2000 CRL Clear View Glass Wall Office System -DCH40BSC CRL Brushed Stainless 4" Recessed HeaderWith Glazing Pocket Only Custom Length3"x3"x5/16" Steel Angle Primed and Painted at 32" o.c. max.2' - 6"3/4" SS and Face Edge on 3/4" MDF1 3/8"2' - 0 1/16"700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A504Interior ElevationsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/8" = 1'-0"1BPublic Women's Room - Elevation A3/8" = 1'-0"8APublic Men's Room - Elevation D3/8" = 1'-0"5APublic Men's Room - Elevation C3/8" = 1'-0"8BPublic Women's Room - Elevation D3/8" = 1'-0"3BPublic Women's Room - Elevation B3/8" = 1'-0"1APublic Men's Room - Elevation A3/8" = 1'-0"3APublic Men's Room - Elevation B3/8" = 1'-0"5BPublic Women's Room - Elevation C3/8" = 1'-0"1DMen's Restroom - Elevation A3/8" = 1'-0"3DMen's Restroom - Elevation B3/8" = 1'-0"5DMen's Restroom - Elevation C3/8" = 1'-0"8DMen's Restroom - Elevation D3/8" = 1'-0"1EWomen's Restroom - Elevation A3/8" = 1'-0"3EWomen's Restroom - Elevation B3/8" = 1'-0"5EWomen's Restroom - Elevation C3/8" = 1'-0"8EWomen's Restroom - Elevation DPLUMBING & ACCESSORIES SCHEDULECategory Key Name Description Model. Manufacturer CommentsACCESSORIES GB-1 GRAB BAR B6806.99x36 BobrickACCESSORIES GB-2 GRAB BAR B6806.99x42 BobrickACCESSORIES GB-3 GRAB BAR B6806.99x18 BobrickACCESSORIES MR MIRROR Luna 1000x28x900(A81218900)RocaACCESSORIES SND SANITARY DISPOSAL B-270 BobrickACCESSORIES TPD TOILET PAPER DISPENSER B-2888 BobrickACCESSORIES WST WASTE RECEPTACLE B-3944 BobrickACCESSORIES CH COAT HOOK B-6827 Bobrick Provide one in each bathroom on doorACCESSORIES BCS BABY CHANGING STATION 962-11 BradleyACCESSORIES TC-1 TOILET COMPARTMENT Series 600 Bradley Ceiling hung stainless steelACCESSORIES TC-2 TOILET COMPARTMENT Urinal Screen Bradley Wall hung stainless steel with continuous stainless steel bracketPLUMBING SK-1 VANITY COMBO UNIT Verge with WashBarLVQD1BradleyPLUMBING WC-1 WALL MOUNTED TOILET K3519 Kohler Church #3155C Open Front, Elongated Solid Plastic Seat. Sloan#ECOS-811-1.1/1.6 Sensor Type, Battery Powered Flush ValvePLUMBING UR-1 URINAL K4904-ET Kohler Sloan ECOS-8180-0.13 Sensor Type, Battery Powered Flush Valve3/4" = 1'-0"10AMillwork - Counter DetailEmendation Schedule 2134567892 1/16"4"1011121346714Slope Min. 1/4"/FtSlope Min. 1/4"/FtSlope Min. 1/4"/Ft1' - 0 1/4"1' - 0"1' - 0"15166678171819Cut off mastic201862122106243 1/8"2' - 4 1/8"6625261497Typical Pitch Pocket DetailTypical Bi-Level Roof Drain Detail (Single port Roof Drain similiar)Mechanical Curb DetailBuilding Expansion Joint DetailTypical Pipe Boot DetailTypical Roof Vent Detail938730311Prefabricated insulated equipment curb -Greenheck or equal2Exhaust or Intake Hood - See mechanical3EPDM Flashing4Adhesive5Seam Weld6Lap Sealant7Roofing System8Support Framing - see structural9Built-up wood blocking10Vent Pipe11Pourable Sealer12Metal Dam13Splicing Cement14Filler15JOSAM Bi-Level l Cast Iron Roof DrainModel 2100-2816Overflow drain (provide cover done)17Insulate All Roof drainage pipes with (2) 1/2"Layers of Elastomeric insulation typical18Clamping Ring19Spray foam cavity - typicalRoof Detail Keynotes20Prefabricated Pipe Boot (Mule-hide or equal)21Stainless Steel Clamping Ring with water cut offmastic22Tape Primer23Thermally Broken low profile set in sealantprimer24Elastoform Flashing Set in adhesive256" Pressure sensitive cured cover plate overseam plate fastened in circular fashoin aroundopening as per manufacturers recomendations26Vent Pipe (Note manufactruer pipe heatrequirements)275"x5" Downspout - connect to storm drainagesystem - Provide PVC Downspout sleeve at grade28.060 Guage Aluminum Custom Roof Scupper (12"x 12"x8" ht.) To match color of wall panels29Scupper screen30Aluminum Drip Edge adhered to EPDM Roofingon 2x Built-up PT Blocking with lap sealant312" Metal Roof Decking700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A506Roof DetailsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BEmendation Schedule1 1/2" = 1'-0"E1Typical Roof Details1 1/2" = 1'-0"C1Roof Edge Detail BRACKET MOUNTING FLATSNAP-IN GUIDEMOUNTING MEMBER2 3/4"3840373941374242423 3/8"1' - 5 11/16"2 7/16"4 1/8"R 9"4443Jamb Detail7 1/2"1 1/2"87883 3/8"3 7/16"Roller Blind Detail9190309293939190304747921716232294Head DetailHinge LocationLatch DetailPanel JointPanel to WallPanel to Wall331616272782828183808084Typical Toilet Partition Details25241716262728271615205050494942421550575542565470727371717073727574Hollow Metal HeadHollow Metal JambHollow Metal Jamb at CMUResilient Flooring to Tile1075754971514161718111213As scheduledAs scheduledAs scheduled4242Hollow Metal Head (Jamb sim.) in Thermal Frame (existing wall)4977876775579Resilient Flooring to CarpetCarpet To Tile15192016172220221617Resilient Flooring to Concrete15Resilient Flooring to Exterior1520Exterior to Tile182216172361506161868586Corner Protector Detail42464530484729313233343635Typical Curtain Wall Details10 1/4"8"4"1' - 0"2 1/4"1' - 0"2 1/2"5 5/8"5 1/2"4443Showroom Door to ExteriorS1 -Exterior Door Sill DetailS3 -Counter Overhead Door Sill DetailS2 -Interior Door Sill DetailInterior Frameless SillInterior Frameless HeaderInterior Frameless H-HatInterior Frameless BulbInterior Frameless Corner DetailInterior Frameless JambInterior Frameless DetailInterior Frameless Top PivotInterior Frameless Base CloserInterior FramelessDoor StopTile Base and Inside CornerTile Expansion Joint DetailTile Transition DetailFRP Inside / Vertical DetailOutside FRP and End Joint DetailTile Wainscot CapFRP Base / Horz. / Top Joint DetailOutside Tile CornerWB-1A (Carpet Flooring)WB-1B (Resilient Flooring)WB-2 (New Epoxy Flooring)J1 -Showroom Door Jamb DetailShowroom Door JambJ2 -Hollow Metal Door Jamb DetailJ3 -Rolling Counter Door Jamb DetailH1 -Showroom Door Head DetailH2 -Hollow Metal Door Head DetailH3 -Rolling Counter Door Head Detail919089309347Showroom Door Jamb(Heavy Duty Hinge)Door & Window Detail Keynotes1Interior Aluminum Framing System27/32" Tempered Glass3FRTW Wood Blocking4Double Stud (Nested) See Wall Section Notes forspan criteria5Scheduled Wall Partition6Aluminum Snap Trim7Scheduled Door Type8Cased Aluminum Frame9Hollow Metal Door Frame - Provide Thermal Galv.Frame at Exterior10Jamb snap in anchors min. 4 per jamb11Masonry Jamb Anchors min 16" O.C12Solid Grouted13Hollow Metal Frame - Galvanized143/4" x Width of Jamb Black Granite Sill15Resilient Flooring on moisture tested floor slab16Scheduled Tile on Mortar Setting Bed and EpoxyGrout17Crack Supression Fabric - Schluter Ditra run 8"up walls (second Floor only)18Concrete Slab - Sealant and Expansion Filler -Wash Slab away from Building min. 1/4" per foot19Mannington Fusion Reducer Strip20Carpet Tile Flooring - See Finish Schedule22Schluter Angle Trim at all Tile color breaks23Thermally Broken low profile aluminum sill(Reese or equal) set in water cut-off mastic24Schluter Rondec Trim - Typical all Tile areas25Schluter Dilex-AHK Alum. Cove base - typical26Schluter Dilex-KSN Expansion Joint at all breaksbetween new and existing concrete slabs27Cementitous Tile Backer Board - Typical all wallsscheduled for Tile28Schluter Rondec Corner Trim29Curtain Wall System with subsill - typical(Vertical Joints shall be Butt Glazed)302 1/4" x 8" Curtain Wall System with butt glazedvertical joints and mitered glass corner311/2" Exterior Sheathing with liquid appliedwaterproofing32Structural Steel Framing - See StructuralDrawings (provide openings in column and fillcolumn with spray foam insulation)33ACM Wall Panel System (no Knight Wall atVestibule)34Hunter Rigid Insulation - Foil Faced (see wallsections for type)35Expansion Filler - Fire Sealant where required36Bent .080 Aluminum Trim - To Seal Entire wall(color to match ACM Panels)37Cased HM Frame and Stud Anchors38Rolling Counter Door (push-up) with 1/2" FTRWPlywood Mounting blocking - Sealamt alll edges39Door Jamb Mounting flange and snap trim with1/2" FTRW plywood mounting blocking - Sealantall edges40(2) 8" CFMF (20 Gauge) Header with 20 Gaugestrapping top and bottom41Double 3-5/8" Studs (20 Gauge) at Jambs44Fabricated Shelf support - 1/8" Steel Plate allwelded with 2" mounting plates fasten to wall -equally spaced at 24" o.c max and 12" from endsmax - Shop Prime and Paint42Scheduled Wall Partition43Plastic Laminate of 3/4" MDF Plywood and woodblocking Scribe to fit (make removeable) Sealantall edges.45Insulated Glass with overlapping panes (miteredans sealed)46J Bead (1/2" Reveal) Taped and Sanded47Insulated Glass (provide Tempered as perspecifcations and building code)48Prepare Concrete slab (new or Existing) to meetflooring manufacturers "permeability rating" andapplication of self levelling moisture mitigationsystems when specified. Adhere to InternationalConcrete Repair Institute (ICRI) classifications49Resilient wall base and adhesive50Self Leveling Moisture mitigation system whenspecified in project manual513/4" Wood Base to match panel finsh with woodblocking to wall - face to align523/4" Wood Panels - Provide 3/4" clearance fromceiling53Monarch Z Clips (MFPROJ-375) or approvedequal shim to wall - provide blocking. Min. (4)per panel.54Epoxy Flooring and coved wall base system -(primers, base coat and top seal)55Sealant56Wall Stud Track and sealant57Minumum 1/2" Cove58Existing Wall Partition59Remove areas of damaged exisitng expoxyflooring down to concrete slab (VIF), patch areasand prrovide compatible epoxy primer andresurfacing top coat60Existing Epoxy Floor and wall base where occurs(VIF)61Level Existing to Concrete Floor withself-leveling concrete system to provide evenand level transistions from different floorsystems625/8" Gypsum Board (BS) and 3-5/8" Metal StudsPartition infill - Coordinate framing and elevatorcontrol, indicators and control boxes.63Elevator Door Frame64(2) 3 1/2" x 3 1/2" x 5/16" Steel Angles (4" min.Bearing)65Suspended ACT Ceiling (Coordinate height withArchitect)66Elevator Doors, Track and Frame - Mount to CMU674"x 4"x 1/4" Edge Angle68ACM Panel Joint69Drainage Plane - wash top of Concrete walls70FRP Wall Panels - adhered71PVC Top or Bottom Cap - set in sealant. Caulktop and bottom edges72Vert. or Horiz. PVC Trim Set in Sealant73Inside Corner trim set in sealant74End Cap set in sealnt - caulk all edges75Scheduled Wall Base7618 Gauge Galvanized Closure Clip (Head andJambs)77Spray foam cavity - typical78Existing Wall Girts and Insulation792" Insulated Exterior Wall Panels over liquidapplied air barrier on 1/2" exterior sheathing80Solid Phenolic Toilet Partition81Hinge (Toilet Partition)82U Bracket (Toilet Partition)83MC 10x8.4 Steel Channel fasten to existing barjoists with unistrut framing with 1/4" threadedrod at 24" o.c.84Mounting bracket with manufacturers suppliedbolts and rod85Corner Protection - Full Height86Tape, sand, prime and paint87Roller Shade with Fascia - Provide FRTWBlocking at Jambs and head. Provide at allAluminum Windows (except Showroom, Stairsand at Service Bay)88Roller Shade Crank - coordinate length withwindow height89Roton Extra Heavy Duty Hinge - Model No.1200-650XHD90Door Subframe and shim - Fasten to Framestiffeners911/2" Thick Steel Plate Stiffeners Full Height922" Wide Style Showroom Aluminum EntranceDoor - See Project Manual93Weatherstripping94Door Sweep - Pemko #293226NB or Equal700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A511Door & CurtainWall DetailsMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905BEmendation Schedule Hardware SetsSet 1.0Description: Push/Pull Action. Never Locked3 Hinge1Push Pull1 Floor Stop3Silencers1Door CloserSet 2.0Description: Push/Pull Action. Thumb Turn Lock. Double Door.Set 3.0Description: Push/Pull Action. Thumb Turn Lock. Emergency Paddle. Double Door.Set 3.1Description:Push/Pull Action. Thumb Turn Lock. Emergency Paddle. Single Door.Set 4.0Description: Push/Pull Action. Office Lock. Set 5.0Description:Push/Pull Action. Card Reader.Set 6.0Description:Lever Action. Privacy Lock.Set 7.0Description: Lever Action. Service Lock.Set 8.0Description: Lever Action. Service Lock. Card Reader.Set 9.0Description: Lever Action. Service Lock. Double Door.Set 9.1Description: Lever Action. Service Lock. Double Door. Card ReaderSet 10.0Description:Automatic Action. Manual Lock. Overhead Door.Set 11.0Description:Remote Action. Manual Lock. Overhead Door.2 Continuous Heavy Duty Hinge2Back to Back Pulls1 Thumb Turn Deadbolt1Automatic Flush Bolts2Door Closer1 Perimeter Gasket2Door Bottom2 Astragal1Threshold2 Continuous Heavy Duty Hinge2Back to Back Pulls1 Thumb Turn Deadbolt1Deadlatch Paddle1Automatic Flush Bolts2Door Closer1 Perimeter Gasket2Door Bottom2 Astragal1 Threshold1 Continuous Heavy Duty Hinge2Back to Back Pulls1 Thumb Turn Deadlatch1Deadlatch Paddle1Door Closer1 Perimeter Gasket2Door Bottom1 Astragal1Threshold3 Hinge1Thumb Turn Deadbolt1Push Pull1 Floor Stop1Perimeter Gasket1Door Closer1 Continuous Heavy Duty Hinge2Back to Back Pulls1Deadlatch Paddle1Door Closer1 Perimeter Gasket1 Astragal1Door Bottom1Threshold1Electric Strike1Fob Reader3 Hinge1Bored Lock(Privacy)1 Floor Stop3Silencers1Door Closer1High Cycle Spring22" Track1Operator1Photoelectric Sensors1High Cycle Spring22" Track1Operator3Photoelectric Sensors6 Hinge1Bored Lock(Service)2 Floor Stop3Perimeter Gasket1Door Closer1Automatic Flush Bolt1Electric Strike1Fob Reader6 Hinge1Bored Lock(Service)2 Floor Stop3Perimeter Gasket1Door Closer1Automatic Flush Bolt3 Hinge1Bored Lock(Service)1 Floor Stop3Silencers1Door Closer1Electric Strike1Fob Reader3 Hinge1Bored Lock(Service)1 Floor Stop3Silencers1Door CloserSee Specifications For More Information.OH1Typ.2' - 0"Typ.2' - 0"Typ.2' - 0"Scheduled HeightScheduled WidthOH2Typ.2' - 0"Typ.2' - 0"Typ.2' - 0"Scheduled HeightScheduled WidthFG1G2G3G4P1P26"10"6"6"3' - 6"6"6"6"6"6"10"2' - 0"8"6"3' - 6"6"10"6"6"6"6"6"10"2' - 0"8"6"6"10"2' - 0"8"6"Door TypesFR1FR2FR3FR4FR5FR6FR72"2"2"10"2' - 6"2"2"2"2"2"2"2"10"2' - 6"2"2"2"2"2"2"2"2"2"10"2' - 6"2"2"2"2"2"FR82"2"2"2"2"4"10"2' - 6"2"2"2"2"2"10"2' - 6"2"4"2"2"2"FR92"2"2"2"Door Types3' - 5"2' - 0"4' - 0"4' - 0"4' - 0"4' - 0"1' - 2"3' - 0"7' - 1"2' - 11"101bEQEQ3' - 5 1/4"3' - 0"1' - 2"4' - 0"4' - 0"4' - 0"4' - 0"2' - 0"2' - 11"7' - 1"EQEQ101a3' - 3"2' - 11"2' - 11"2' - 11"1 3/4"2' - 0"5' - 1"2' - 11"131-12' - 9 1/4"2' - 9 1/4"6' - 2"3' - 0"3' - 0"3' - 0"3' - 0"2' - 0"8' - 0"7' - 1"2' - 11"130-17' - 1"3' - 0 3/4"3' - 0 3/4"3' - 3"113-1LDoor SwingPRIMARY SIDESECONDARY SIDELRRRLRLLDRDLPLLLLLRPLLPRRPRLPDLRPDLLLPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDEPRIMARY SIDESECONDARY SIDE700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #EFGH345678910345678910A600SchedulesMaguireHonda ofIthacaIssue For 3HUPLW315 Elmira Rd.Ithaca, NY 148501905B3/8" = 1'-0"1EG E-013/8" = 1'-0"2EG E-023/8" = 1'-0"3EG E-033/8" = 1'-0"4EG E-043/8" = 1'-0"5IG I-013/8" = 1'-0"6I-023/8" = 1'-0"7I-03Door & Frame ScheduleOpening Frame DoorHardwareSetNotesDoor # Primary Side Secondary Side LeafsDoorSwingFireRatingMaterial GlazingFrameTypeDetail SizeMaterial GlazingDoorTypeHead Jamb Sill Width Height Thickness102-4 Closet Showroom 1 RR - HM - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" HM - F 7.0102-5 Showroom Key Room 1 L - HM - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" HM - F 8.0118-3 Parts 1 L - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 3.1119-1 Parts Receiving --- - AL - FR1 H4 J4 S4 6' - 0" 10' - 0" 3" AL - OH1 :.11.0119-2 Parts Receiving 1 LR - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 8.0122-1 Service Garage 1 R - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 3.1122-2 Service Garage --- - AL - FR1 H4 J4 S4 12' - 0" 10' - 0" 3" AL - OH1 :.11.0122-3 Service Garage 1 LR - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 8.0122-4 Service Garage --- - AL - FR1 H4 J4 S4 12' - 0" 10' - 0" 3" AL - OH1 :.11.0122-5 Service Garage --- - AL - FR1 H4 J4 S4 12' - 0" 10' - 0" 3" AL - OH1 :.11.0122-6 Special Tools Service Garage 1 --- - HM - FR1 H2 J2 S2 6' - 0" 7' - 0" 1 3/4" AL - - -124-1 Hall 1 R - HM - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" HM - F 1.0124-2 Hall Body Shop 1 R - HM - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" HM - F 1.0125-1 Wash Bays --- - AL - FR1 H4 J4 S4 12' - 0" 10' - 0" 3" AL - OH1 :.11.0125-2 Wash Bays --- - AL - FR1 H4 J4 S4 12' - 0" 10' - 0" 3" AL - OH1 :.11.0125-3 Wash Bays --- - AL - FR1 H4 J4 S4 10' - 0" 10' - 0" 3" AL - OH1 :.11.0125-4 Hall Wash Bays 1 R - HM - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" HM - F 1.0129-1 Women Collision Center 1 LR - HM - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" HM - F 6.0130-1 EstimatingBays--- - AL - FR1 H4 J4 S4 12' - 2" 10' - 0" 2 1/8" AL IG-TT OH2 :.11.0130-2 EstimatingBays--- - AL - FR1 H4 J4 S4 12' - 2" 10' - 0" 2 1/8" AL IG-TT OH2 :.11.0130-3 EstimatingBaysBreak Room 1 LR - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 1.0131-3 Body Shop Collision Center 1 RR - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 4.0132-1 Body Shop --- - AL - FR1 H4 J4 S4 12' - 0" 12' - 0" 3" AL - OH1 :.11.0132-2 Body Shop 1 L - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 3.1132-3 Storage 1 LR - HM - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" HM - F 7.0101a Vestibule 1 R - AL - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" AL IG-FT G1 3.1101b Vestibule 1 L - AL - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" AL IG-TT G1 3.1113-1 Showroom F & I 1 L - AL - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" AL FG-FT G1 4.0130-1 Collision Center Estimating Bays 2 RP - AL - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" AL IG-FT G1-PR2.0131-1 Collision Center 1 R - AL - FR1 H1 J1 S1 3' - 0" 7' - 0" 1 3/4" AL IG-FT G1 3.1131-2 Collision Center Estimating Bays 2 RP - AL - FR1 H2 J2 S2 3' - 0" 7' - 0" 1 3/4" AL IG-FT G1-PR2.0Emendation Schedule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‹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‹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‹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‹&RS\ULJKW-RKQ6Q\GHU$UFKLWHFWV3//&$%&'352-()*+*0%&RQVXOWLQJ6HUYLFHV//&32%R[&DPLOOXV1<ZZZJPEFRQVXOWLQJVHUYLFHVFRP0'0(&+$1,&$/'(02522)3/$1%$&.+$/)0DJXLUH+RQGDRI,WKDFD,VVXH)RU3HUPLW(OPLUD5G,WKDFD1<%  522)'(02%$&.+$/)$GGHQGXP6FKHGXOH 8+8+)/8(835$',$1778%( ( 3$''/()$1 ( 3$''/()$1 ( 3$''/()$1 ( [83;83;83;838+ (  ( 833DUWV(:+¡() ( () ( [¡[¡[[¡¡¡¡¡¡¡¡¡¡¡¡[¡¡¡¡¡[¡¡¡¡¡¡¡¡¡¡¡¡¡¡*$6 ( *$6 ( 75&)0 7<3 6&)06&)06&)06&)06&)06&)05&)06&)06&)06&)06&)06&)05&)06&)05&)06&)05&)05&)0 7<3 7<3 6&)06&)06&)05&)06&)0 7<3 5&)06&)05&)06&)0&211(&772(;,67,1*'8&75&)05&)023(1(1'('7,(,172(;,67,1**$63,3(¡¡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‹&RS\ULJKW-RKQ6Q\GHU$UFKLWHFWV3//&$%&'352-()*+*0%&RQVXOWLQJ6HUYLFHV//&32%R[&DPLOOXV1<ZZZJPEFRQVXOWLQJVHUYLFHVFRP00(&+$1,&$/)/2253/$1)5217+$/)0DJXLUH+RQGDRI,WKDFD,VVXH)RU3HUPLW(OPLUD5G,WKDFD1<%  ),567)/225)5217+$/)$GGHQGXP6FKHGXOH 3$''/()$1 ( 3$''/()$1 ( 8+ ( 8+ ( 8+ ( 8+ ( 8+ ( 8+ ( ))%UHDN5RRP(:+(:+)&8)&8)&87777¡¡¡83%RG\6KRS*$6 ( *$6 ( *$6 ( 5/ 56835/ 56837+58522)5/ 566HUYLFH*DUDJH(VWLPDWLQJ%D\V:DVK%D\V3DLQW2IILFH+DOO2LO6WRUDJH0HQ:RPHQ&ROOLVLRQ&HQWHU3529,'(1(:/289(5$&78$725 7+(50267$70$7&+6,=(72(;,67,1*23(1,1*586.,1&' 6,(0(16*&$25(48$/83;'1;'1;8372578;'1;'186((;,67,1*23(1,1*83 ( 5(&211(&7*$63,3,1*721(::$7(5+($7(53529,'('%<27+(56)/8(837+58522)86,1*(;,67,1*23(1,1*[[[[[7*$6 ( *$6 ( ¡'1&DVFDGLOOD6W6XLWH,WKDFD1<3ZZZMVDUFKLWHFWVFRP'5$:,1*6$/7(5$7,21127,&(,WLVDYLRODWLRQRI6HFWLRQERIWKH1HZ<RUN6WDWH(GXFDWLRQ'HSDUWPHQWIRUDQ\SHUVRQXQOHVVDFWLQJXQGHUWKHGLUHFWLRQRIWKHOLFHQVHGDUFKLWHFWWRDOWHUWKLVLWHPLQDQ\ZD\,IDQLWHPEHDULQJWKHVHDORIWKHDUFKLWHFWLVDOWHUHGWKHDUFKLWHFWVKDOODIIL[WKHLUVHDODQGWKHQRWDWLRQDOWHUHGE\IROORZHGE\WKHDUFKLWHFW VVLJQDWXUHGDWHRIDOWHUDWLRQDQGDVSHFLILFGHVFULSWLRQRIWKHDOWHUDWLRQ&23<5,*+7$OOSURGXFWLRQDQGLQWHOOHFWXDOSURSHUW\ULJKWVUHVHUYHG‹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‹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‹&RS\ULJKW-RKQ6Q\GHU$UFKLWHFWV3//&$%&'352-()*+*0%&RQVXOWLQJ6HUYLFHV//&32%R[&DPLOOXV1<ZZZJPEFRQVXOWLQJVHUYLFHVFRP00(&+$1,&$/522)3/$1%$&.+$/)0DJXLUH+RQGDRI,WKDFD,VVXH)RU3HUPLW(OPLUD5G,WKDFD1<%  522)%$&.+$/)$GGHQGXP6FKHGXOH ½ąºąmŦ’ŦUąÔŦ !   !!  !! !# ą1 ą &ą#cą ąQąQQą>ąá 3ąJą ą ąęäŦ&1 ą Xą  )ąĜúûTñsŦqIąªą4ą6ą W< -są=ą&0ą>Á æąK 0ą ą# ąRą1 Šïą &ąi̟ŦJ,ą<ąą4ą¸,ą[ą4ą*CąYąq5ąCÏ ą  ą å 1ą ąĎtŦ 2<ą 2ą N vN ā¥ðĄø N vN ĂeąhąEwą)OąEą*hąf¦ą)‘ąEą)®ą #ą‰ßŦ64ą55ą55ą ! !„Dą)ą2ą)ą1ą&ò ą| ągą’ąąÕDąeOąą ą#ą)ąą ą#ąyą W< -sąką2 &0ą xą2.ą ąCÃą6:ą &ąÙąyÐ 3ąÍÑ`cąą õą ! ! !&ą & Ûą }ą KąJ`1 ą ząą ) Rą ą | ą  ą #cą1ą8ą )ą 3ą  Dą „Dą ÷ûöí!ą<2ą 2 3ą Cą*ą<2ąf³ą>OąÒâXąëőĺÊ'Ŧ> ą&Å.ąE)•ą4ą B&ą ąB /ą"#Œą `/ą#  ąľiĵsŦ6ą6ą[ą K ąùă1ą ô‹8ą ƒ ąąą/[ąýXiąþ!Pą4(ąąąà ą ą,(-ą ą, (´-ą  -ą4ą!'=ą )ą*)ą(ą=ą5ąą :ąI—6 ą #3ąą 8) ‡ą¢ Y3Iąąą=šą!,ą >ą Çą(ą=5ą5ąą :ąj ąj6 ą3ą × ‡,Y(Cą < -¯ą=ą2 &wą ą  ą- ąRą &ąJ   3ą ą¨žTtŦžĝÃŦ ąA¹ą ą*…¡$ą 7ąą† ąlą 8ą +ąAA%ą  \ą -ąą +ą !!! !ą# ąąą Ü ą+Ä ą » ¶ą k )  (ą"ą (ą$ ą ą (ą$ ą*ą ą9" ą$ ąą ! ‹ñą  /ˆą  ÖDą¬©#FZą  #F!ą  ;›( ą˜ ą$œ ą;™ ą;( ą ą $ą$ą! ! ! ! ! ąÝ ą + ą ! ąą*ą#8ą#ÚL ą ąŽ~“ą !”ą ą]…VąZ *ą  ąÒÏŦV ąL ą  Ø%? , ~ˆ ; ą  8*? '¼? ą  8*? ' Zä; ą ą# ą 7 ą¨ă¿ÐŦ  ąV+ëą  ą +.ą ;ą"ąą"" ą9"Hą$ ą9.HąFdąéą' # $ ą†!,ą/ ą^ ą#^ąlą óŠą +%ą!'ą\ ą ą%!,ą ą% ą%!'$ą+% /L%ą+% /# %ą ;ą  "" ą9"Hą$ ą9.Hą! ! ! !^ą#/ą /Ô ą+ą/ ą  ą! ą  ą" ąą."ąą ą ą" ąą."ą % %ą ą" ą ."ą % %ą ą !! ! !Þą7ą çą *ą!ą*ą '+  ą '±ą$ ą'?ąĻiĤTmsŦ' M ą& 0 ą ą°ą+ą& #ą ą* ąè0ą9M9ą:M:ą:M:ą?ąÖŦąąL8ąą ąąą( ą'ą ą0ą( ą'0ą 0ąFdą%êą, # Ë$ ą% \ą# ąÈ 7 ' !$" *ą] 7, !$" Aą] 7 ' !$" Aą7 ą 7 ą - ąÓ3ąg}Pą(ą  -ą !ßą1ą ąďtŦąÊ0.ą>PąÿW.ąx–ąŸĥò¡¡ŦĀąią6ąI4ą‰²Ŧzą K ą#    #‡Ŧ ÂÀ¨ -ą‡Ŧ       Ŧ 3)Ŧ  Ŧ Ŧ  Ŧ Ŧ Ŧ  ÇŦ -) )Ŧ0ŦŦ  Ŧ ŦAŦ !Ŧ9łŦ Ŧ  * Ŧ !Ŧ  "Ŧ !Ŧ ŦŦŦ Y Ŧ -'ŦŦ !Ŧ Ŧ Ŧ  JŦ  Ŧ -)Ŧ Ŧ ŦŦ  Ŧ 9 Ŧg!ŦŦ4_Ŧ Ŧ KŦŦ  Ŧ -9 ŦŦ " Ŧ 0Ŧ1 !Ŧ 9 RŦ r" RŦ ]Ŧ  PŦŦ  *RŦ   Ŧ!Ŧ YŦ -Ŧ LKŦ  Ŧ *LŦ-Ŧ Ŧ-Ŧ g! Ŧ _Ŧ  Ŧ Ŧ Ŧ !Ŧ  Ŧ ŦŦ Ŧ 3 ŦEŦ Ŧ 0Ŧ Ŧ Ŧ Ŧ  Ŧ -9Ŧ Ŧ  Ŧ Ŧ3)Ŧ Ŧ Ŧ ŦĿŦ "3¹Ŧ  * Ŧ !ŦE }Ŧ " Ŧ *Ŧ Ŧ"Ŧ Ŧ*Ŧ !Ŧ4'Ŧ !w Ŧ   Ŧª ŦŦL9 Ŧ ŦRŦ w'4'Ŧ   Ŧ "-Ŧ L Ŧ "~Ŧ Ŧ!Ŧ'!LŦ Ŧ EŦ `Ŧ @JŦ1   Ŧ 9Ŧ  *Ŧ Ŧ  Ŧ  ŦŦ Ŧ !ņŦŦ' Ŧ Ŧ  Ŧ `Ŧ ŦŦ@Ŧ3|Ŧ 4"@ R" Ŧ Ŧ 4LJŦ  Ŧ Ŧ -ŦŦ Ŧ!#Ŧ@ ŦŦ @Ŧ Ŧ3Ŧ Ŧ Ŧ  *Ŧ` Ŧ@ŦY  Ŧ   0Ŧ1#Ŧ  Ŧ  Ŧ 9 Ŧ*Ŧ  Ŧ  Ŧ ŦA  Ŧ    Ŧ Ŧ !Ŧ   Ŧ 3 ŦŦ -)]Ŧ3Ŧ Ŧ "Ŧ LŦ Ŧ  "4Ŧ ŦA  Ŧ   }Ŧ Ŧ Ŧ ' Ŧ Ŧ  Ŧ íŦ4'Ŧ !w Ŧg_Ŧ Ŧ!ŦA  Ŧ Ŧ  Ŧ*0Ŧ1Ù0Ŧ VVŦ "Ŧ 3ŦŦ AŦŦĊVŦ Ŧ "VŦ *Ŧ Ŧ Ŧ3Ŧ  Ŧ !Ŧ  Ŧ3Ŧ -)0Ŧ1Ý0ŦPŦ(Ŧ™EŦ Ŧ Ŧ Ŧ  *Ŧ ŦŦŦŦŦ Ŧ Ŧ "Ŧ Ŧ Ŧ  ŦŦ )Ŧ VKŦ Ŧ 'Ŧ  01ˆJŦYŦŦ 'ŦŢ|Ŧ * Ŧ Ŧ Y  Ŧ   Ŧ _Ŧ“Ŧ  Ŧ ŦŦ !·Ŧ Ŧ E*Ŧ r"Ŧ Ŧ  Ŧ  ŦŦ ŦŦ   Ŧ 'Ŧ3Ŧ Ŧ' Ŧ ŦĈ Ŧ - 'Ŧ ' Ŧ  ‚ŦÂ0ŦŦ  4EŦ ' Ŧ Ŧ   Ŧ!Ŧ Ŧ)Ŧ˜Ŧ ' Ŧ-Ŧ  ŦŦ Ŧ ™ Ŧ 0Ŧ-Ŧ "Ŧ ! 9 Ŧ “Ŧ EŦ˜Ŧ  Ŧ4Ŧ~ŦŦ*   Ŧ   ]1  "" Ŧ "Ŧ Ŧ  Ŧ  "Ŧ   Ŧ 0ŦŦ  PŦ Ŧ Ŧ Ŧ  ŦŦ 9Ŧķ]Ŧ ŦŦ Ŧ Ŧ r" Ŧ "  ŦŦ *Ŧ '‚Ŧ1hA9 Ŧ   Ŧ Ŧ Ŧ *Ŧ ' ŦE4Ŧ Ŧ "Ŧ Ŧ ļŦºŦ AŦ ªŦ  Ŧ Ŧ Ŧ 0Ŧ1oožą *Ŧ  Ŧ Ŧ @ Ŧ !Ŧ @Ŧ Ŧ !Ŧ "Ŧ!Ŧ JŦ !Ŧ  Ŧ *Ŧ ŦŦ J1hÕ0Ŧ ŅŦ"»Ŧ 4Ŧ@Ŧ ¯ğ *ťŦ  PŦŦ °`KŦŦ  ´0Ŧ1h×JŦ  Ŧ  Ŧ  Ŧ   Ŧ Ŧ -)Ŧ 3 Ŧ  Ŧ ŦŦUŦ Ŧüj^4\ŦK Ŧ  î…Ŧĭ:ĐĬŦ BŦ ›:Ŧ .)SŦÁO؃ŦDijŦĹÆŦ  Ŧ C Ŧ A &Ŧv§)Ŧ oŦ ôB ĴŦ DŦ Ŧ Ŧ( Ŧ(ć 4… D& Ŧ  Ŧ C Ŧ .D Ŧ ËŦ ĀĆ óŦ UŦŦ  ýŠ¬ &Ŧ  Ŧ .)=Ŧ  Ŧ (ČċŦĖ Ŧ êŦ A &Ŧ v‘§)\Ŧ &WW•\Ŧ  &Ő Ŧ  ŦBBv ŦŦ Ŧ  ué &ŦF( Ŧ Dn.Ŧ.)=Ŧ1OÚ=ŦŒŦ &Ŧ (::Ŧ 7 Ŧ èŦ Ŧ  ¦Ŧ DŦ F( Ŧħ.U &Ŧ  ŦŦ ”Ŧ .); Cœ) Ŧ şk Ŧ Ŧ 7 Ŧ KF Ŧ ±ÜŦ q© Ŧ 7ŁŦ =Ŧ &Ŧ CŦ 7 Ŧ –Ŧ GŦ  Ŧ . Ŧ ŦBā÷Ŧ Ŧ qĸ ŦŦ KFŦo¬ :Ŧ a¥ SŦ › ¤Ŧ G: &Ŧ CŒŦ 7 ŦG Ŧ.(  Ŧ;ĕŦ;ø:Ŧ  Ŧĉ SŦ1OÞ=Ŧ &Ŧ(k& Ŧ ąŦ 7 Ŧ  Ŧ Ŧ Ŧ Ŧ ù Ŧ ĩŦ  Ŧ  ;aĮŦ Ŧ   & Ŧ  Ŧ C::Ŧ Ŧ 7 Ŧ É Ŧ ; Ŧ İŦ &(Ŧo –ŦĠŦ G :•Ŧ Ŧ &õ£ Ŧ  Ŧ Ŧ nÿa F ĘŦ ^£>Ŧ  Ŧ( Ŧ. &=Ŧ Ŧ( &>Ŧ(Ŧ7>Ŧ đ>Ŧ .F( ŦţO¸Ŧ pŦ pŦ ”ĄŦ(Ń ujčŦ :7.SŦĂ1OˆƒŦĒ ŦDŦ  Ŧ—Ī &Ŧ &Ŧ F ;Ŧ Ŧ  q© Ŧ Ŧŝ¼ÌÈÍ^¦Ŧ  īçı Ŧ BŦ ( Ŧ  .)SŦ1Oá=Ŧ Ó Ŧ ujWēDŦ BŦ ŒŦ  GĔįa Ŧ (WWŦ 7 Ŧ  B­ Ŧ 7Ŧ Ŧ—   Ŧ å; Ŧ  Ŧ Ŧ öFŦ .); (œ) Ŧ ; Ŧ  Ŧ(æŦ 7 Ŧ  Ŧ k Ŧ .ŕ¥(Ŧ C Ŧ ;Gþ‘¤G µŦ .Ķ ŦGėC>Ŧ n­;> ï^IJ Ŧ pŦ >Ľ>Ŧ U > >=ŦŠŦ   S&72V7!V".7HV3HVH7:-VJ&>?&4#VH7=VB7VV: 7GV$V8;E;V#1,#V     F&V"? Q%4/V27? ?7V>.VN>?P+#V@TE>5VM7F;V@$*C@V;73V0727J( V>3>7;V$FAV>@)OE9KVF?V>B)3V <3V J$E>BVVLV'0 5 2 $7I6VńŦ½ÅŦ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ŠŦ ; $,";;!!; !(5 ; ; $,";;!!; !)5 ; ; $,";;!!; !(5;; $,";;!!; !'5; ; $,";;!!; !'5;n@ąn@ą   ãģŽ ' U¢ðŽ¢ĨŦà††Ŧl+ň/%NNŦX$ŦX®% Ŧp@SąT M,ŦƉą«²G@ątąT@rmprS§SGTGąüąÄŎ+À8,<5$,$+=ŊdŦ * * *  ** *  * %" ('**)"$#'(!#'&'$"*µ‚uã{Îąu_·Ì_B€ąɃUtąT Ŧ%+ŦŦš5#N$5#eŦ#bŦX, %#6ŦT­mGìąbaą cŦězŦŀ#8ŏŦX $Ŧm/[, 5#?Ŧ’Hśd? Ŧb#8Ŧ6IŦH8+#?\Ŧ[62++Ŧ,f%6ZŦ®?/8Ŧ$MŦ/%Q,f%#6Ŧ#b $<Ŧ2%ʼn?+/Ŧ8,M5 , Ŧúbą2$8Ŧ M%+Ŧ%$dŦ56ŦœIŦzI„ŦBaąeŦ%$dŦx85eZŦ cŦ+2Ŧbaą <ŦQ,<%$,$Ŧ5+Ŧ2$ř/Ŧ MŦQ,<%$,$Ŧ+M22ŦŋŦ$<%8Ŧ+2Ŧ6/Ŧ <Ŧ?Ŕ  %#?Ŧ{2$Q/ŦxI{Ŧb#NN#z/ŦxIŦ cŦŗ<5 ,޶+Ŧ+%Z6 [Q€Ŧ/ Ŧ#«ŦN Ŗ %#?€Ŧ6/ŦŦ+H,5Ō,Ŧ/+ŇōH$5#?Ŧ#«Ŧ <Ŧ2 8 5#e=ŦU€‰‚B{!_Ÿą‹22ŦHŚ/[,$5#6Ŧ6/Ŧ%6$22,$[NŦHy#H8fIŦ8%Z< +Ŧy+Ŝ/„ŦŤŦl#HIQ%Z< Ŧ  #š#M?ŦX6I/yŦ‹Řc%$,f+¾ŦġPPlŦ¾ą #$#$¿ą       $!$$"$ $   0MT         ĢĦĞšŦ³Ŧ ÑâÎÛìŦ =¹j@S6Kİ =     A †õ 3K'İ -C:&İ%-C\-*&…İ 8[Kİ   74õõ8õ õ"tõ oõ8õTÑõ-CĎÌ*İ  âB:İ :Íf€&*İ  õ % &  ! &  & #  # #  # Èõ tõ  &I€\8NCøİ8ãN&[:İ3l    õ *"         ž *"õõ õ  õ B¯b!^õ 4õ!)õ NbŸ  Pd ;İ ;XEd= İZ=XEİ  “õEEEEõ õõ "õ 3 Îõ w            °–!c%|õ  õõõBõ 3 õõ "*õ €õ 8õ      ÷= E] ;İ Z=XEİ =Pİ gPİE];ę;İ äPd;İ%M4%Mõ 4õ ©c!)Mõ  õ‡½  uõ   õ4ÀxF(İQ8&İ N\…*f&:NF&݈ C­õ Cõ 7 õ *õ XCõ C õ õ õ!¥.õ .N3õ *" $ $ $ $   õ*lõ—‹õò¡®èÓÉõ A<Bõ 7 õ 8õ " õ 3õ  $Iİ $Iİ 8&-č*&İ8F*ûİ õ u õXõ •!õ^4!õdõ õ  õ õ w”õ !õ!õ    <õ B  õ·õ8õgPZİZ=XEİ  õ*õCxİ :Q-Fİ  -Q*K      åC[&İ N\İ8„*Q-ċ*[İ  õ  õõõ  TT кõ õ  õo"ī‘İěĞÈJ:Q-„İ*8&*İ;İ=]]gİ & &!& & &#& ! & ! #&!&!& & #&R!#İ Ĕ3İĊİ 0İL,}İ R!Bİ!##ALî‡İƒÐİ 7L,ēİ2zëİ&ý0!7İ"!#  ## #B,GİG,İ #2!ïwİR!İ 0İ!##AL7‡İ"$AB(İA+İ$505İRBİ 0İ#!$3A+İ!İLİ2İ3İ݆İA+İ$5!†5İR!#İ  $505İ        Âİ İ  İ İİ %İ İIİ İ $$,Ēİ 0Ñİ ºŒİ İ $İ $       İİ  İH³İ  6İ  & $!& & & #&   &(İ((İ%KÖfİÍ"$$$$$ꚞ+ pİ  %%İ  ݶmTT`' İ^^İ İ%ĨŸ¨  İ İ  <İİ  6İİ İàÊā`Üæþ×Òİ #   #   İ HİÛİ uİ|Fðİ İ %İ)İ İ%'İ'İ  İ ~İİ İ&  & !&   & &ă ¡n n’İ İ  İ İk?İ$?_İ  İ oUU«ĬİH.İiİ+p+İ İ O%İ İ İğİ. İ  %İ $+_İ İİ  İ jİI İ (İŒ¢õ Žõ ð   ! &   &!&  &  &#& İ>  İ" İ)İ  "İ /Wİ rİ  İ İ İ ‰İ İ  İ) İ "İ> İ" İ  <{ĭ"ġģİ¢ İ Þİ/ @İìİ1Yİ   İÆ" vİ /  İ·²rŽİ /.İ 1< İ 1) 6İ´UhÆõ #UDõRU#̼#2¶(((¾ 000000İ İ   İ 6İ ) İ  Ýİ>9e 9 İ1)İ    İ c "  lİ İ cİ  "lİ /İ ‰İ İİ 1)İ   Wİ " v@ İ …˜<µ2RDõRÀpp±Äsİ1 6İ İsİ1 İ  İ İ &  & &   &" & &5#ąw“İ#ˆİ!3İȁİ!#İ#z,ĕİ ,İ 7!#İUVĮİĄİ İ  İ , İ 3275İ!2,0#G2!7İ 73İ302G”İ #ˆİ!#İ 2!ö3İy,İ          Ãİİ) ‘ÇmõÜõ ñõ™Áêõ šmõÝõ }îó     İ  Mİ c  İİ$İ  İ 4İ "" İ 4 6İçèđéĩ$T`. >Ė$4 4İ9@İ "İ 9Yİ/ <İ Mİ $   İ " İİ  "İ Yİ / <İ İ   İ1Yİ {@ İ M eİ   İ ) İ4İİ İ 6İ ) İ  İ ‚ İ       ݽq¾Šİ  İİ ¼İ  İİİIİ x&õ  óİİ}İƒİ İOõ ôĆİ  İ 'İ 9İ  u İ Fİ£ W¯Wİ  ñİİ%  İ 'İ'İ  İİİ İİJ İOİ İ İ ‹'İ İ İÚĉË İįİ İİ İİ" & !& & &İ İ  İ.İİ İ Gİ ďİ %İ' İ  İ.   İ İ İİ  İ J ćİ ¸a¿İ İ  İ  "& % &  &  & &! &  & İGJİ% %İH<İ İ $( (aİ İ İ   İ İ İ  İ İİ @~İ Āİ İ.İ İ 'İ  İİ İ  (İùİ |İİİ i q¤$­TĪ  İİİ  6İİ İ 'İ     ‚Šƒ((((›’ß irV¿õ ¸&Zôõ$$$$$$$$$õíõ Z2YYq[¹mUoÁ^İ 9 İk İ _İ&  & & ! & &9İ İ  òØİ?  ĢĤİİ İ İ İ İ  İ İ $İ  İ İİ  İ jİ İ ű¦ßĥħÙ$úDĘİÉÇ$$©Ġ$İ Oiİ@İ İ İjİ İ İ ¥ H•ĝ°  İHİ İ İİ  İİ İ İ İ & !&!&! &&#& &  &?(?İ)İ /> "eİ İ .İ /)İ İ ‚ İ )İ  İ 4 >İ´İ İ MĚİİ  Mİ›¬İ İ İİ  İ hÎb İ DÓyİ ÔDbĦ»–§ª®ttÄOhDİDbB—İ ÕD hİ ĂíSİ       SSSİ     » >İ  İ4 İ<4İ&  & & " &! & &?  İ 1İ++(ݵ˜VVVJœİ ? ?İ  'İ 9İ  + a Ĝİ .İ% İ ݉<hÃ2&qZõ xgDkõ Viõ ²r&#fkõ g2fDõ 2Yõ ÊVõ ¦¨~N$Đ İ  İ  İ7İ İ $ % &#&  ! &  & ! &  &İ İ   İ $     Q//õ6Ô,,õ11{ õ%/P +`õ#[õ=ªd>/Xeõ)/Q.%QPOP>)>ëõ£Úœ-.ÖH $  $  $  $    "!$ $$#!"! !$Ss&Ï#j1õ& v@ÅvAW##WË6@e õõõé , Iõ Fõ1  )?.>yõ 9õ Gõ#]õ[ Ûõ1 @;  õSJåH õF 'õJ õ;õL:{ õ+õ5L õ F Õ õ+  `õ- õõ +HõõÞ'õ]'Oõ A9õIõHzI:õ Gõõ 9õ 5-õõãõ +5-õ+õ×ìõõõ õ   õ_5õy'_F ,, ]õz'õ Gõá ç„: ;5aõ õ 9õ, à  aõõKØõÒÙK õ 9 õ   I.ÏüėÿáĈ™İ&õJä;- õõ-;,K\ JL'õ: õ\æOïõ6 K'5: õ%/=?n + õ1'\õ&âG-L776&"%!&% &&       &$& !#& &   0MT         ÂsWnõõ §¬¤«³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Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE('67)/22532:(5 /,*+7,1*'(023/$1MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%  (/(&75,&$/32:(5$1'/,*+7,1*'(02)5217+$/)     (/(&75,&$/32:(5$1'/,*+7,1*'(02%$&.+$/)32:(5$1'/,*+7,1*'(02/,7,21.(< ',6&211(&75(029($1'7851(;,67,1*+,*+%$</('3(1'$1729(5722:1(5,152206$1'/($9((;,67,1*&,5&8,75<$1':,5,1*,17$&7)255(86( ',6&211(&7$1'5(029((;,67,1*/,*+7,1*$6,1',&$7('(/(&75,&$/&2175$&725,672'(7(50,1(,)(;,67,1*/,*+7672%(5(029('$5(/('(;,67,1*/(',672%(5(029('$6,1',&$7('$1'6+$//%(7851('29(5722:1(5/($9((;,67,1*:,5,1*,17$&7)255(86(5(86((;,67,1*&,5&8,75<)251(:/,*+7,1*/$<287 ',6&211(&75(029($1'',6326(2)(;,67,1*6:,7&+(638//%$&.:,5,1*725(/2&$7()255(129$7,215(86((;,67,1*&,5&875<)251(:/,*+7,1*/$<287$1'&(,/,1*)$163(('&21752/ ',6&211(&75(029($1'',6326(2)(;,67,1*32:(55(&(37$&/(38//%$&.:,5($1'0$,17$,1&,5&8,75<)255(86( 0$,17$,1(;,67,1*&,5&8,7&217,18,7<,1%$7+52206721(:$1'(;,67,1*(/(&75,&$/$1'/,*+7,1*),;785(6'(9,&(6 (;,67,1*32:(5'$7$7(/()/225%2;725(0$,1&225',1$7(:,7+*(1(5$/&2175$&725723527(&77+528*+2875(129$7,21 ',6&211(&75(029($1'',6326(2)(;,67,1*'$7$7(/($1'32:(55(&(37$&/(638//%$&.:,5(726285&()255(86($1'0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21&225',1$7(:,7+*(1(5$/&2175$&7257223(1:$//%(/2::,1'2:672$//2:)255(/2$7,212):,5()255(&(66('32:(5$1''$7$,167$//$7,21 ',6&211(&732:(5$1'&21752/72(;,67,1*29(5+($''22502725&225',1$7,21*(1(5$/&2175$&725)255(029$/$1'',6326$/0$,17$,1(;,67,1*&,5&8,75<)251(:5(3/$&(0(17 ',6&211(&732:(5$1'&21752/727+((;,67,1*)851$&($/21*7+(:,7+7+(&219(1,(1&(287/(7$1'',6&211(&76:,7&+38//%$&.:,5(72(;,67,1*3$1(/6:,7&+(;,67,1*%5($.(5727+(2))326,7,21$1'/$%(/$663$5(',6326(2)7+($662&,$7(':,5,1* ',6&211(&75(029($1'',6326(2)(;,67,1*',6&211(&76$1'&217$&7256',6&211(&75(029($1'',6326(2)(;,67,1*32:(5&21752/:,5,1*$1'&21'8,76)5207+($662&,$7('(;,67,1*&2035(66256$1'/289(5$&78$7256%$&.72(;,67,1*3$1(/',6&211(&75(029($1'5(7851$662&,$7('&,5&8,7%5($.(56722:1(5',6326(2)7+($662&,$7(':,5,1*5(029$/$1'',6326$/2)7+((;,67,1*&2035(66256%<27+(56 7+((/(&75,&$/&2175$&7256+$//&225',1$7(:,7+7+(*(1(5$/&2175$&725723523(5/<',6&211(&732:(5$1'/,*+7,1*&21752/6)520(;,67,1*6,*1$*(0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21',6&211(&7,215(029$/$1'',6326$/2)6,*1$*(%<27+(56 ',6&211(&75(029($1'',6326(2)(;,67,1*32:(5$1'&21752/62)7+(&21'(16(56$/21*:,7+7+($662&,$7('&219(1,(1&(287/(7$1'',6&211(&76:,7&+38//(;,67,1*:,5,1*$1'$662&,$7('&21'8,7)5206285&(6(7%5($.(5727+(2))326,7,21$1'/$%(/$663$5(&225',1$7(:,7+7+(*(1(5$/&2175$&725725(3$,5$1'3$7&+7+(522)23(1,1*522)3$7&+,1*%<27+(56 ',6&211(&7(;,67,1*68%3$1(/)5203$1(/6',6&211(&7$1'5(029((;,67,1*%5($.(5)255(86(/($9(:,5,1*$1'&,5&8,75<,17$&7)255(86(5(029($1'',6326(2)(;,67,1*68%3$1(/ ',6&211(&732:(5)5207+((;,67,1*,167$17$1(286:$7(5+($7(538//%$&.:,5(72(;,67,1*3$1(/6:,7&+(;,67,1*%5($.(5727+(2))326,7,21$1'/$%(/$663$5(',6326(2)7+($662&,$7(':,5,1* ',6&211(&75(029($1'',6326(2)(;,67,1*)/225'$7$7(/($1'32:(55(&(37$&/(687,/,=((;,67,1*'$7$7(/($1'32:(5:,5,1*7235(3$5(7238//1(::,5(721(:)/225'$7$7(/($1'32:(55(&(37$&/(6$66+2:1216+((7(6$:&87(;,67,1*)/22572$//2:72,167$//1(:&21'8,7721(:)/225%2;/2&$7,21$66+2:5(86($1'0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21&225',1$7(:,7+*(1(5$/&2175$&72572,1),//6/$%720$7&+7+((;,67,1*6/$%:,7+5(%$5 µ(0%('0(17%27+6,'( $7µ2& ',6&211(&75(029($1'',6326(2)(;,67,1*:$//'$7$7(/($1'32:(55(&(37$&/(687,/,=((;,67,1*'$7$7(/($1'32:(5:,5,1*7235(3$5(7238//1(::,5(721(:)/225'$7$7(/($1'32:(55(&(37$&/(6$66+2:1216+((7(6$:&87(;,67,1*)/22572$//2:72,167$//1(:&21'8,7721(:)/225%2;/2&$7,21$66+2:5(86($1'0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21&225',1$7(:,7+*(1(5$/&2175$&725723$7&+$1'3$,17:$//720$7&+(;,67,1*$1'1(:),1,6+(6&225',1$7(:,7+*(1(5$/&2175$&72572,1),//6/$%720$7&+7+((;,67,1*6/$%:,7+5(%$5 µ(0%('0(17%27+6,'( $7µ2&Addendum Schedule1 10/16/201911 7&2)),&(6%(/2:6725$*()851$&(52206725$*('$7$6725$*(3$576%(/2:6(59,&(*$5$*(%(/2::$6+%$<6%(/2::$6+%$<6%(/2:&2035(66255220),/(6725$*(),/(6725$*(%2'<6+23%(/2:(;,67,1*$033$1(/725(0$,1(;67,1*$033$1(/(;67,1*$033$1(/(;,67,1*7,0(&/2&.$1'&217$&725)25(;7,(5253$5.,1*/2732/(/,*+7,1*:$//3$&.6$1'6,*1$*(.$=0$5.'5$)7,1*6(59,&(6'/$6(56&$11,1*Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE('32:(5 /,*+7,1*'(023/$1833(5/(9(/6MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%  0(==$1,1(32:(5'(02  522)(/(&75,&$/'(0232:(5$1'/,*+7,1*'(02/,7,21.(< ',6&211(&75(029($1'7851(;,67,1*+,*+%$</('3(1'$1729(5722:1(5,152206$1'/($9((;,67,1*&,5&8,75<$1':,5,1*,17$&7)255(86( ',6&211(&7$1'5(029((;,67,1*/,*+7,1*$6,1',&$7('(/(&75,&$/&2175$&725,672'(7(50,1(,)(;,67,1*/,*+7672%(5(029('$5(/('(;,67,1*/(',672%(5(029('$6,1',&$7('$1'6+$//%(7851('29(5722:1(5/($9((;,67,1*:,5,1*,17$&7)255(86(5(86((;,67,1*&,5&8,75<)251(:/,*+7,1*/$<287 ',6&211(&75(029($1'6(7$6,'((;,67,1*6:,7+&(6)255(86(38//%$&.:,5,1*725(/2&$7()255(129$7,215(86((;,67,1*&,5&875<)251(:/,*+7,1*/$<287$1'&(,/,1*)$163(('&21752/ ',6&211(&75(029($1'6(7$6,'(7+((;,67,1*32:(55(&(37$&/(38//%$&.:,5($1'0$,17$,1&,5&8,75<)255(86( 0$,17$,1(;,67,1*&,5&8,7&217,18,7<,1%$7+52206721(:$1'(;,67,1*(/(&75,&$/$1'/,*+7,1*),;785(6'(9,&(6 (;,67,1*32:(5'$7$7(/()/225%2;725(0$,1&225',1$7(:,7+*(1(5$/&2175$&725723527(&77+528*+2875(129$7,21 ',6&211(&75(029($1'6(7$6,'()255(86('$7$7(/($1'32:(55(&(37$&/(638//%$&.:,5(726285&()255(86($1'0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21&225',1$7(:,7+*(1(5$/&2175$&7257223(1:$//%(/2::,1'2:672$//2:)255(/2$7,212):,5()255(&(66('32:(5$1''$7$,167$//$7,21 ',6&211(&732:(5$1'&21752/72(;,67,1*29(5+($''22502725&225',1$7,21*(1(5$/&2175$&725)255(029$/$1'',6326$/0$,17$,1(;,67,1*&,5&8,75<)251(:5(3/$&(0(17 ',6&211(&732:(5$1'&21752/727+((;,67,1*)851$&($/21*7+(:,7+7+(&219(1,(1&(287/(7$1'',6&211(&76:,7&+38//%$&.:,5(72(;,67,1*3$1(/6:,7&+(;,67,1*%5($.(5727+(2))326,7,21$1'/$%(/$663$5(',6326(2)7+($662&,$7(':,5,1* ',6&211(&75(029($1'',6326(2)(;,67,1*',6&211(&76$1'&217$&7256',6&211(&75(029($1'',6326(2)(;,67,1*32:(5&21752/:,5,1*$1'&21'8,76)5207+($662&,$7('(;,67,1*&2035(66256$1'/289(5$&78$7256%$&.72(;,67,1*3$1(/',6&211(&75(029($1'5(7851$662&,$7('&,5&8,7%5($.(56722:1(5',6326(2)7+($662&,$7(':,5,1*5(029$/$1'',6326$/2)7+((;,67,1*&2035(66256%<27+(56 7+((/(&75,&$/&2175$&7256+$//&225',1$7(:,7+7+(*(1(5$/&2175$&725723523(5/<',6&211(&732:(5$1'/,*+7,1*&21752/6)520(;,67,1*6,*1$*(0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21',6&211(&7,215(029$/$1'',6326$/2)6,*1$*(%<27+(56 ',6&211(&75(029($1'',6326(2)(;,67,1*32:(5$1'&21752/62)7+(&21'(16(56$/21*:,7+7+($662&,$7('&219(1,(1&(287/(7$1'',6&211(&76:,7&+38//(;,67,1*:,5,1*$1'$662&,$7('&21'8,7)5206285&(6(7%5($.(5727+(2))326,7,21$1'/$%(/$663$5(&225',1$7(:,7+7+(*(1(5$/&2175$&725725(3$,5$1'3$7&+7+(522)23(1,1*522)3$7&+,1*%<27+(56 ',6&211(&7(;,67,1*68%3$1(/)5203$1(/6',6&211(&7$1'5(029((;,67,1*%5($.(5)255(86(/($9(:,5,1*$1'&,5&8,75<,17$&7)255(86(5(029($1'',6326(2)(;,67,1*68%3$1(/ ',6&211(&732:(5)5207+((;,67,1*,167$17$1(286:$7(5+($7(538//%$&.:,5(72(;,67,1*3$1(/6:,7&+(;,67,1*%5($.(5727+(2))326,7,21$1'/$%(/$663$5(',6326(2)7+($662&,$7(':,5,1* ',6&211(&75(029($1'',6326(2)(;,67,1*)/225'$7$7(/($1'32:(55(&(37$&/(687,/,=((;,67,1*'$7$7(/($1'32:(5:,5,1*7235(3$5(7238//1(::,5(721(:)/225'$7$7(/($1'32:(55(&(37$&/(6$66+2:1216+((7(6$:&87(;,67,1*)/22572$//2:72,167$//1(:&21'8,7721(:)/225%2;/2&$7,21$66+2:5(86($1'0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21&225',1$7(:,7+*(1(5$/&2175$&72572,1),//6/$%720$7&+7+((;,67,1*6/$%:,7+5(%$5 µ(0%('0(17%27+6,'( $7µ2& ',6&211(&75(029($1'',6326(2)(;,67,1*:$//'$7$7(/($1'32:(55(&(37$&/(687,/,=((;,67,1*'$7$7(/($1'32:(5:,5,1*7235(3$5(7238//1(::,5(721(:)/225'$7$7(/($1'32:(55(&(37$&/(6$66+2:1216+((7(6$:&87(;,67,1*)/22572$//2:72,167$//1(:&21'8,7721(:)/225%2;/2&$7,21$66+2:5(86($1'0$,17$,1(;,67,1*&,5&8,75<)255(129$7,21&225',1$7(:,7+*(1(5$/&2175$&725723$7&+$1'3$,17:$//720$7&+(;,67,1*$1'1(:),1,6+(6&225',1$7(:,7+*(1(5$/&2175$&72572,1),//6/$%720$7&+7+((;,67,1*6/$%:,7+5(%$5 µ(0%('0(17%27+6,'( $7µ2&Addendum Schedule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ø1 1/2"ø3/4"ø3/4"øPV-1S-339721(:6393939721(:6.$=0$5.'5$)7,1*6(59,&(6'/$6(56&$11,1*Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE(67)/225(/(&75,&$/32:(53/$1MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%  67)/22532:(5 %$&.+$/)  67)/22532:(5 )5217+$/)(/(&75,&$/32:(5.(< 5()(572'(7$,/(²(9&+$5*,1*67$7,21 581&21'8,783)5201(:',6&211(&7$1''523'2:1721(:3$1(/39 581&21'8,783)5201(:3$1(/6$1')520%8,/',1*6758&785($7+,*+(1',1&(,/,1*3/(180'523'2:1,172&+$6( 6(('(7$,/(²6(59,&(6+233$1(//2&$7,21 &2175$&72572,167$//1(:5(&(37$&/($1'7(/('$7$,1:$//5(86((;,67,1*&,5&8,75<&225',1$7,21:,7+*(1(5$/&2175$&725723$7&+$1'3$,17:$//720$7&+1(:),1,6+(6 581,1&72(93529,'(32/($03%5($.(5,13$1(/6 &2175$&725729(5,)<(;,67,1*&,5&8,75<7232:(51(:2+'2253529,'(1(:32:(5&21752/:,5,1*,1(;67,1*&21'8,7721(:(/(&75,&(<($1'/,0,76:,7&+5(86((;67,1*&21'8,7725811(:&21752/:,5,1*72(;67,1*0$18$/&21752/386+%87721 6(('(7$,/(,1&20,1*6(59,&(21(/,1( &211(&7$$6,1*/(32/(&,5&8,7%5($.(5,11(:3$1(/%/2&$7(',17+(%2'<6+23581(*721(:(/(&75,&:$//+($7(53529,'('$1',167$//('%<27+(56 &211(&7$$6,1*/(32/(&,5&8,7%5($.(5581(*721(:*$6),5('81,7+($7(50(&+$1,&$/&2175$&725,65(63216,%/()250(&+$1,&$/&21752/6 &225',1$7(:,7+*(1(5$/&2175$&7252:1(5)25/2&$7,212).(<)2%'225675,.($1'&217$&73529,'($1',167$//µ&21'8,7:,7+38//675,1*)25.(<)2%'225675,.($1'&217$&7&21'8,7)25'225675,.($1'&217$&772%(,167$//(',1)5$0,1* &225',1$7(:,7+*(1(5$/&2175$&7252:1(5)25/2&$7,212).(<3$''225675,.($1'&217$&73529,'($1',167$//µ&21'8,7:,7+38//675,1*)25.(<3$''225675,.($1'&217$&7&21'8,7)25'225675,.($1'&217$&772%(,167$//(',1)5$0,1* &211(&7$$’&,5&8,7%5($.(572(;,67,1*(/(&75,&3$1(/,1&2035(66255220581(*,1µ& 5(&211(&7(;,67,1*32:(5721(:*$6),5(':$7(5+($7(5 &211(&7$$6,1*/(32/(&,5&8,7%5($.(5581(*721(:/289(5$&78$725581&,5&8,772(;,67,1*3$1(//2&$7(',17+(&2035(662552200(&+$1,&$/&2175$&725,65(63216,%/()250(&+$1,&$/&21752/6 &211(&7$$’&,5&8,7%5($.(572(;,67,1*(/(&75,&3$1(/,16(59,&($5($581(*,1µ& &211(&7$$6,1*/(32/(&,5&8,7%5($.(5581(*721(:%$7+5220(;+$867)$17,(,172(;,67,1*2&&83$1&<&21752//,*+7,1*&,58,7%$7+5220(;+$867)$13529,'('$1',167$//('%<27+(56 &2175$&72572,167$//1(:,1)/2255(&(37$&/($1'7(/('$7$38//1(:7(/('$7$$1'32:(5:,5,1*721(:/2&$7,21&225',1$7(:,7+$5&+,7(&7)25(;$&7/2&$7,212)1(:,1)/2255(&(37$&/($1'7(/('$7$&225',1$7(:,7+*(1(5$/&2175$&72572,1),//6/$%720$7&+7+((;,67,1*6/$%:,7+5(%$5 µ(0%('0(17%27+6,'( $7µ2&Addendum Schedule 7&J2)),&(6%(/2:6725$*(6725$*(6(59,&(*$5$*(%(/2::$6+%$<6%(/2::$6+%$<6%(/2:&2035(66255220),/(6725$*(%2'<6+23%(/2:(;,67,1*$033$1(/725(0$,1(;67,1*$033$1(/3$576%(/2:$',6&211(&7+3$',6&211(&7578+3$',6&211(&7(;,67,1*578127(5()(572'(7$,/(%%%.$=0$5.'5$)7,1*6(59,&(6'/$6(56&$11,1*Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE((/(&75,&$/32:(5)/2253/$1833(5/(9(/6MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%  0(==$1,1(32:(5'(02  522)(/(&75,&$/(/(&75,&$/32:(5.(< 5()(572'(7$,/(²(9&+$5*,1*67$7,21 581&21'8,783)5201(:',6&211(&7$1''523'2:1721(:3$1(/39 581&21'8,783)5201(:3$1(/6$1')520%8,/',1*6758&785($7+,*+(1',1&(,/,1*3/(180'523'2:1,172&+$6( 6(('(7$,/(²6(59,&(6+233$1(//2&$7,21 &2175$&72572,167$//1(:5(&(37$&/($1'7(/('$7$,1:$//5(86((;,67,1*&,5&8,75<&225',1$7,21:,7+*(1(5$/&2175$&725723$7&+$1'3$,17:$//720$7&+1(:),1,6+(6 581,1&72(93529,'(32/($03%5($.(5,13$1(/6 &2175$&725729(5,)<(;,67,1*&,5&8,75<7232:(51(:2+'2253529,'(1(:32:(5&21752/:,5,1*,1(;67,1*&21'8,7721(:(/(&75,&(<($1'/,0,76:,7&+5(86((;67,1*&21'8,7725811(:&21752/:,5,1*72(;67,1*0$18$/&21752/386+%87721 6(('(7$,/(,1&20,1*6(59,&(21(/,1( &211(&7$$6,1*/(32/(&,5&8,7%5($.(5,11(:3$1(/%/2&$7(',17+(%2'<6+23581(*721(:(/(&75,&:$//+($7(53529,'('$1',167$//('%<27+(56 &211(&7$$6,1*/(32/(&,5&8,7%5($.(5581(*721(:*$6),5('81,7+($7(50(&+$1,&$/&2175$&725,65(63216,%/()250(&+$1,&$/&21752/6 &225',1$7(:,7+*(1(5$/&2175$&7252:1(5)25/2&$7,212).(<)2%'225675,.($1'&217$&73529,'($1',167$//µ&21'8,7:,7+38//675,1*)25.(<)2%'225675,.($1'&217$&7&21'8,7)25'225675,.($1'&217$&772%(,167$//(',1)5$0,1* &225',1$7(:,7+*(1(5$/&2175$&7252:1(5)25/2&$7,212).(<3$''225675,.($1'&217$&73529,'($1',167$//µ&21'8,7:,7+38//675,1*)25.(<3$''225675,.($1'&217$&7&21'8,7)25'225675,.($1'&217$&772%(,167$//(',1)5$0,1* &211(&7$$’&,5&8,7%5($.(572(;,67,1*(/(&75,&3$1(/,1&2035(66255220581(*,1µ& 5(&211(&7(;,67,1*32:(5721(:*$6),5(':$7(5+($7(5 &211(&7$$6,1*/(32/(&,5&8,7%5($.(5581(*721(:/289(5$&78$725581&,5&8,772(;,67,1*3$1(//2&$7(',17+(&2035(662552200(&+$1,&$/&2175$&725,65(63216,%/()250(&+$1,&$/&21752/6 &211(&7$$’&,5&8,7%5($.(572(;,67,1*(/(&75,&3$1(/,16(59,&($5($581(*,1µ& &211(&7$$6,1*/(32/(&,5&8,7%5($.(5581(*721(:%$7+5220(;+$867)$17,(,172(;,67,1*2&&83$1&<&21752//,*+7,1*&,58,7%$7+5220(;+$867)$13529,'('$1',167$//('%<27+(56 &2175$&72572,167$//1(:,1)/2255(&(37$&/($1'7(/('$7$38//1(:7(/('$7$$1'32:(5:,5,1*721(:/2&$7,21&225',1$7(:,7+$5&+,7(&7)25(;$&7/2&$7,212)1(:,1)/2255(&(37$&/($1'7(/('$7$&225',1$7(:,7+*(1(5$/&2175$&72572,1),//6/$%720$7&+7+((;,67,1*6/$%:,7+5(%$5 µ(0%('0(17%27+6,'( $7µ2&Addendum Schedule .2626''262626 '7&6262696969696969696 :3967:3&%26 2696)))))))))) ))) ))))))))))))))))))))))))))) ))))))))))))))))))))))))))))))))) ))'(&2'(&2'(&2)))))))))))))))))))))))))))))))))))))) )))))) ))))) )))))))))))))) )))))))))))))6KRZURRP9HVWLEXOH,QIR&HQWHUE)HDWXUH9HKLFOHI2IILFH) ,) ,2IILFH7RLOHWD%UHDN5RRP2IILFH.H\5RRPH&RQIHUHQFH5RRP6DOHV:RUNURRP$GPLQ)LOHVD:RPHQ0HQ6HUYLFH&HQWHU&XVWRPHU/RXQJH4XLHW/RXQJHE3DUWV5HWDLO3DUWVD&DVKLHUE%RG\VKRS0DQDJHU6HUYLFH0DQDJHU7HFK3DUWV6SHFLDO7RROVJ3DUWV5HFHLYLQJK3DUWV6WDLUD6HUYLFH*DUDJH6HUYLFH5HFHSWLRQ)))))))))))))))))))))))))))))))))))))))))))))))&ROOLVLRQ&HQWHU(VWLPDWLQJ%D\V2LO6WRUDJH%UHDN5RRP:DVK%D\V6HUYLFH*DUDJH%RG\6KRS3DLQW2IILFH0$*85(+21'$2),7+$&$/,*+7),;785(6&+('8/(0$5.0$18)$&785(502'(/:$776'(6&5,37,21'(&27(&+/,*+7,1*(&+2*5$1'(3(1'$17:'(&25$7,9(&</,1'(53(1'$17$0%(5',))86(5:+,7(),1,6+))2&$/32,17(48$7,21:;5(&(66('752))(5))2&$/32,17(48$7,21:;5(&(66('/('752))(5)&5((65:5(&(66(''2:1/,*+7ƒ6+,(/'$1*/(&/($56$7,15()/(&725 )/$1*(),1'<6'&:;3(1'$17/('&</,1'(5:+,7(+286,1*&/($5',))86(5()/(&725)/,7(/$%)81'$0(17$/6&2//(&7,21)3$5:75$&.02817('0(',80)/22'%586+('$/80,180)=8072%(/0,5(/(92: ; 3(1'$17))2&$/32,176((0:/,1($53(1'$17&/($5$&5</,&',))86(57,7$1,806,/9(5),1,6+)63(&7580/80(10$;35''+/('*9:+,*+%$</('3(1'$176,/9(5)&5((65:5(&(66(''2:1/,*+7ƒ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Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE((/(&75,&$//,*+7,1*3/$1MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%  /LJKWLQJ)URQW+DOI  /LJKWLQJ%DFN+DOI(/(&75,&$//,*+7,1*.(< 7<3()5(&(66('/80,$5(72%(02817('217+(%277202)1(:&$123<&225',1$7(:,7+*(1(5$/&2175$&725)25(;$&7/2&$7,2169(5,)<1($5(6781/2$'('&,5&8,7<72$//2:)2532:(5$1'&21752/)25&20081,&$7,21727+(2876,'(/,*+7,1*&217$&725 7<3  7<3(),1*5281'/80,1$5(72%(3/$&($66+2:1&225',1$7(:,7+*(1(5$/&2175$&725)25(;$&7/2&$7,21$1'3523(575(1&+,1*72$//2:,167$//$7,212)39&6&+'81'(5*5281'&21'8,7$70,12)%(/2:*5$'(%()25(%8,/',1*9(5,)<1($5(6781/2$'('&,5&8,75<72$//2:)255287,1*2):,5,1*7+528*+&21'8,7)2532:(5$1'&21752/&20081,&$7,21727+(2876,'(/,*+7,1*&217$&725 7<3  7<3('(&23(1'$177%(02817('$7 $))72%277202)),;785( 7<3  7<3()75$&.+(,*+772%('(7(50,1('%<$5&+,7(&7$1'2:1(5 7<3  7<3()3(1'$177%(02817('$7 $))72%277202)),;785( 7<3  7<3()3(1'$177%(02817('$7 $))72%277202)),;785(,1,1)2&(17(56+2:522021/<&225',1$7(:,7+$5&+,7(&7$1'2:1(5)253523(5+(,*+7/2&$7,21,1&86720(5/281*($1'6(59,&(&(17(5 7<3  7<3()75$&.+(,*+772%('(7(50,1('%<$5&+,7(&7$1'2:1(5 7<3  7<3()3(1'$177%(02817('$7 $))72%277202)),;785( 7<3  7<3()3(1'$177%(02817('$7 $))72%277202)),;785(&21'8,76(&85('72$//7+5($'72&21&($/$1'6+,(/':,5,1*)25/,*+7),;785(6 7<3  5(&211(&70$18$/)$163(('6:,7&+ (/(&75,&$/&2175$&72572&225',1$7(:,7+2:1(5)25/,*+76:,7&+,1*/$<287 ),(/'9(5,)<&,5&8,75<727,(%$&.,17225,*,1$/3$1(/ 7<3()/,1($53(1'$1702817,1*+(,*+772%(&225',1$7(':,7+$5&+,7(&7$1'2:1(5)253523(5+(,*+7,152206(59,&(5(&(37,215(86((;,67,1*&,5&8,7 7<3  7<3()/,*+7),;785(&225',1$7(:,7+$5&+,7(&7$1'2:1(5)253523(5+(,*+7/2&$7,21,1,1)2&(17(5520E 7<3 Addendum Schedule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’:$030&%%%2'<6+23(;,67,1*<<’:$030&%%%2'<6+23(;,67,1*<<’:$030/2%$%2'<6+23(;,67,1*$',6&211(&77263$1(/1(:<<’:$030&%%%2'<6+23VW)ORRU (;,67,1*0(7(5(;,67,1*%2'<6+23/,*+7,1*&217$&725(;,67,1*:,5(:$<(*7$3,172(;67,1*:,5(:$<727,(,1720$,1&21'8&72561(:$',6&211(&7+3 3+$6(&21'8&7256*1' ,1&6,1*/(32/($%5($.(5,13$1(/% 3+$6(&21'8&7256*1' 522))&81(:$',6&211(&7+3 3+$6(&21'8&7256*1' )&8 3+$6(&21'8&7256*1' ,1&6,1*/(32/($%5($.(5,13$1(/%1(:$',6&211(&7578,1&,1&’’$%5($.(5,13$1(/%127(5()(5720(&+$1,&$/'5$:,1*6)25/2&$7,2162)0(&+$1,&$/(48,30(17217+(522)3529,'(:+,7(1(875$/)25578*),6(59,&(287/(7)&82)),&(%5($.5220&2//,6,21&(17(51(:<<’:$030/2393$5761 1/2"ø3/4"ø3/4"ø3/4"ø3/4"øVW)ORRU ,1&72(967$7,2161257+2)%8,/',1* 7<3 6((3/$1632/($03%5($.(5,13$1(/)25($&+(9 7<3 )((')520:,5(:$<,166(59,&(6+236((3/$16/%&21'8/(7 7<3 (;,67,1*<<’:$030/266(59,&(*$5$*((;,67,1*+,1*(':,5(:$<1(:$',6&211(&76:,7&+(;,67,1*$',6&211(&7(;,67,1*$',6&211(&7(;,67,1*<<’:$030&%66(59,&(*$5$*(1(:<<’:$030/266(59,&(*$5$*((/(&75,&$/&2175$&72572&21),50(;$&7/2&$7,21(;67,1*63$1(/0$<%(029('72$&&202'$7(1(:63$1(/VW)ORRU (*LQ&(*,1&72(96((3/$16(*,1&72(96((3/$16(*LQ&723$1(/396((3/$16VW)ORRU 0,1 0,1 39&6&+'&21'8,7:(* 127((/(&75,&$/&2175$&7256+$//&225',1$7(:,7+*(1(5$/&217$&725:,7+75(1&,1*)253523(55287,1*2)&21'8,76(9&+$5*,1*67$7,216+$//%(6833/,('$1',167$//('%<27+(56(/(&75,&$/&2175$&725,65(63216,%/()2532:(5&211(&7,21/%&21'8/(7 7<3 ),1,6+('*5$'(1st Floor0' -0"1st Floor0' -0"5(&(37$&/( /,*+76:,7&+02817,1*+(,*+7672&(17(52)&29(53/$7(81/(6627+(5:,6(127('6,1*/(&29(53/$7(6)25*$1*(''(9,&(67+($%29(02817,1*+(,*+766+$//%($'+(5('7281/(6663(&,),&$//<127('25'(7$,/('27+(5:,6(217+('5$:,1*6127(6),1,6+(')/225&$5'5($'(5.(<)2%.(<3$'7(/(3+21(&$7992,&('$7$      .$=0$5.'5$)7,1*6(59,&(6'/$6(56&$11,1*Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE((/(&75,&$/'(7$,/6MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%1767<37(/(3+21('$7$&20081,&$7,21287/(7%2;'(7$,/176,1&20,1*6(59,&(21(/,1(176393$1(/21(/,1(1766(59,&(6+233$1(//2&$7,21176(9&+$5*,1*67$7,211767<3,&$/(48,30(17$1':,5,1*'(9,&(602817,1*+(,*+76Addendum Schedule *)&,'83/(;5(&(37$&/('83/(;5(&(37$&/(*),6,03/(;5(&(37$&/(6,1*/(32/(/,*+76:,7&+262&&8$1&<6(1625)$163(('&21752/69$&$1&<6(162596&20%,1$7,217(/('$7$-$&.:3'83/(;5(&(37$&/(:($7+(53522)*),',6&211(&7--81&7,21%2;/(*(1'(;,76,*16,1*/(6,'('(;,76,*1'28%/(6,'('(;,76,*175,$1*/(6,1',&$7(',5(&7,21$552:6TC7,0(&/2&.$03:(/'(5 6287/(7(;,67,1*(/(&75,&$/25(48,30(1725'(9,&('$6+(',6(;,67,1*72%(5(029('(;,67,1*:,5,1*25(48,30(1762/,'/,*+7,6(;,67,1*725(0$,1+($9<62/,',61(:)/22502817('5(&(37$&/(2+&(,/,1*02817('5(&(37$&/())/22502817(''$7$7(/(287/(76$:&8775(1&+,1*.$=0$5.'5$)7,1*6(59,&(6'/$6(56&$11,1*Ã%8,/',1*Ã0(3'5$)7,1* 02'(/,1*U\DQ#ND]PDUNGUDIWLQJVHUYLFHVFRP700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comE((/(&75,&$/6&+('8/(6127(6$1'/(*(1'6MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 14850%0$*85(+21'$2),7+$&$/,*+7),;785(6&+('8/(0$5.0$18)$&785(502'(/:$776'(6&5,37,21/('/$03127(6'(&2 7(&+/,*+7,1* (&+2*5$1'(3(1'$17 : '(&25$7,9(&</,1'(53(1'$17$0%(5',))86(5:+,7(),1,6+ ;:$/('. 6863(1'('# $))+,*+&(,/,1*$33/,&$7,2165(48,5((;75$/21*&25'72%(25'(5(') )2&$/32,17 (48$7,21 : ;5(&(66('752))(5 ;:(48,9$/(17/('7 ;:$&78$/ .) )2&$/32,17 (48$7,21 : ;5(&(66('/('752))(5 ;:(48,9$/(17/('7 ;:$&78$/ .) &5(( 65 : 5(&(66(''2:1/,*+7ƒ6+,(/'$1*/(&/($56$7,15()/(&725 )/$1*(;:/80(16/('.) ,1'< 6'& : ;3(1'$17/('&</,1'(5:+,7(+286,1*&/($5',))86(5()/(&725 ;:/80(16/('.&5, ,1 &(,/,1*66863(1'# $)),1 &(,/,1*66863(1'# $)),1 &(,/,1*66863(1'# $))) /,7(/$% )81'$0(17$/6&2//(&7,21)3$5 : 75$&.02817('0(',80)/22'%586+('$/80,180 ;:/('3$5. %277202)),;785(72%(6863(1'(' $%29() 127$33/,&$%/()2586(21),1)2&(17(5),;785(,1$ &(,/,1*) =8072%(/ 0,5(/(92 :  ; 3(1'$17 /80(16/('. 6863(1'('3529,'(21(67$1'$5'32:(5)((')25($&+/,1($5*5283,1 &(,/,1*66863(1'# $)),1 &(,/,1*66863(1'# $))) )2&$/32,17 6((0 : /,1($53(1'$17&/($5$&5</,&',))86(57,7$1,806,/9(5),1,6+ /80(16/('. 6863(1'(' $))) 63(&7580 /80(10$;35''+/('*9 : +,*+%$</('3(1'$176,/9(5 /80(16. ,1  &(,/,1*66863(1'# $))) &5(( 65 : 5(&(66(''2:1/,*+7ƒ6+,(/'$1*/(&/($56$7,15()/(&725 )/$1*(;:/80(16/('.) $0(5/8; &</,1'5,;,,, : 75$&.02817(')/22'6,/9(5),1,6+ ;:/('.) .,0/,*+7,1* /,*+79$8/7/79)) : *5281'83/,*+7/('6.) )2&$/32,17 6((0 : /,1($53(1'$17&/($5$&5</,&',))86(57,7$1,806,/9(5),1,6+ /80(16/('. 6863(1'(' $))) $0(5/8; 63(46 : 75$&.02817('1$552:)/22':+,7( ;/('.) %./,*+7,1* 9(56$67$5 : 5(&(66(' ;:/('.(/(&75,&$/*(1(5$/127(6$//:25.6+$//%((;(&87(',1$)$6+,21&203/(0(17$5<:,7+$1'812%7586,9(727+(2:1(5 61(('6$1'23(5$7,2165(63(&7,9(/<$//(48,30(176+$//%(,167$//(',1$1($7$1':25.0$1/,.(0$11(55(&7,/,1($572%8,/',1*6758&785($//:25.6+$//%(,1$&&25'$1&(:,7+7+(0$18)$&785(5·6,167$//$7,210$18$/3529,'(3527(&7,215(/$7,9(72$//(/(&75,&$/:25.$1'6855281',1*$5($$1<'$0$*(&$86('%<(/(&75,&:25.6+$//%(5(3$,5('%<7+,6&2175$&7253529,'($//3$7&+,1*$1',1),//5(48,5(')25(/(&75,&$/:25.*(1(5$/&2175$&7256+$//3529,'(),1,6+('685)$&(&21'8,76<67(06$33/,&$7,21 81/(6627+(5:,6(127(' $,17(5,256<67(06$//6,=(6D(/(&75,&$/0(7$//,&78%,1* (07 %(;7(5,256<67(06$%29(*5$'($//6,=(6D5,*,'67((/&21'8,7 56& &7(50,1$7,216$70(&+$1,&$/(48,30(17D/,48,'7,*+7)/(;,%/(0(7$/&21'8,7 /)0& '(;7(5,256<67(06%(/2:*5$'(D5,*,'1210(7$//,&&21'8,7 510& $//&21'8,767+$73$667+528*+(;7(5,25:$//625)520$&21',7,21('63$&(72$181&21',7,21('63$&(6+$//%(6($/(':$7(57,*+7),5(3522):,7+6,/,&21(6($/$17$//',675,%87,216<67(0&20321(176 6(59,&(',6&211(&73$1(/%2$5'6(7& 6+$//%(02817('2181,67587&+$11(/ ;:,'( 3529,'(1(:7<3('',5(&725<)25$//1(:$1'(;,67,1*3$1(/%2$5'6$//(/(&75,&3$1(/6$1'',6&211(&766+$//%(/$%(/(':,7+3(50$1(17/<$)),;('3+(12/,&/$%(/6$//(/(&75,&$/(48,30(17'(9,&(6&21'8,7(7&6+$//%(5(&(66(',13$57,7,216$1'&(,/,1*62)),1,6+('$5($6$5((;326(',181),1,6+('$5($6$1'0(&+$1,&$/52206685)$&(02817('&21'8,76+$//%($92,'('$1'21/<86('$)7(55(9,(::,7+$1'$33529$/%<2:1(5 65(35(6(17$7,9($//(;7(5,25/,*+7,1*6+$//%(&21752//('%<7+((;,67,1*3+272&(//3529,'(5(027(3+272&(//7281'(5&$123<),;785()25$&&85$7('$</,*+75(35(6(17$7,21&2175$&7256+$//'(7(50,1(),1$/&,5&8,7,1*2)),;785(6$1'*(1(5$/5(&(37$&/(6$//:,5,1*6+$//%(1(&&203/,$17721<667$1'$5'6$1<$1'$//(48,30(17'(9,&(:,5,1*$1'(/(&75,&$/$&&(6625<'(02/,7,216+$//%(',6326('/(*$//<3529,'(%281'23(5$7,216$1'0$,17(1$1&(0$18$/0$18$/6+$//+$9(7$%/(2)&217(176$1'%(/$%(/('217+(2876,'(&29(5$1'63,1(3529,'(75$,1,1*$1'6<67(05(9,(:722:1(5$1'7(1$17&2175$&7255(63216,%/()25$//&225',1$7,21:,7+87,/,7<&203$1<(/(&75,&$/&2175$&725,65(63216,%/(725(9,(:$//0(&+$1,&$/(48,30(176&+('8/(6210)2563(&,),&32:(55(48,5(0(176(/(&75,&$/&2175$&725,65(63216,%/(725(9,(:$//3/80%,1*(48,30(176&+('8/(6213)2563(&,),&32:(55(48,5(0(1763529,'(:($7+(53522)6(59,&(',6&211(&76)25$//287'225&881,763529,'($//:,5($1'1(&(66$5<&,5&8,7%5($.(567+(&2175$&7256+$//127,)<7+($5&+,7(&72:1(55(35(6(17$7,9(35,2572$1<528*+,16)$%5,&$7,21253(5)250,1*$1<:25.,17+($5($,192/9,1*',))(5(1&(6127,),&$7,216+$//%(,17+()2502)$'5$:,1*256.(7&+,1',&$7,1*),(/'0($685(0(176$1'127(65(/$7('727+($5($$//%5$1&+&,5&8,76,=(6$5(%$6('215$&(:$</(1*7+2))((7)2592/7%5$1&+&,5&8,76$1',)/(1*7+(;&(('6)((77+(186(:,5(6,=($1',1&5($6(5$&(:$<$&&25',1*/<($&+%5$1&+&,5&8,76+$//+$9($'(',&$7('1(875$/&21'8&7256+$5('1(875$/6$5(127$&&(37$%/(&2175$&725,65(63216,%/(723$,17$//1(:(;326('&21'8,75$&(:$<6720$7&+),16+(61RWHV7RWDO(VW'HPDQG54 A7RWDO&RQQ54 A7RWDO(VW'HPDQG19594 VAHVAC 15184 VA 100.00% 15184 VA7RWDO&RQQ/RDG19594 VACooling 5200 VA 100.00% 5200 VA/RDG&ODVVLILFDWLRQ &RQQHFWHG/RDG 'HPDQG)DFWRU (VWLPDWHG'HPDQG 3DQHO7RWDOV/HJHQG7RWDO$PSV49 A 61 A 54 A3$1(/*5$1'72*$/67RWDO/RDG5926 VA 7310 VA 6378 VA7RWDO$PSV0 A 0 A 0 A727$//2$'&211(&7('72)(('7+528*+/8*67RWDO/RDG0 VA 0 VA 0 VA7RWDO$PSV49 A 61 A 6378 VA7+,66(&7,21727$/7RWDO/RDG5926 VA 7310 VA 6378 VA414239403738353633 Space -- -- 0 VA 0 VA -- -- Space 3431 Space -- -- 0 VA 0 VA -- -- Space 3229 Space -- -- 0 VA 0 VA -- -- Space 3027 Space -- -- 0 VA 0 VA -- -- Space 2825 Space -- -- 0 VA 0 VA -- -- Space 2623 Space -- -- 0 VA 0 VA -- -- Space 2421 Space -- -- 0 VA 0 VA -- -- Space 2219 Space -- -- 0 VA 0 VA -- -- Space 2017 Space -- -- 0 VA 0 VA -- -- Space 1815 Space -- -- 0 VA 0 VA -- -- Space 1613 Space -- -- 0 VA 0 VA -- -- Space 1411 Space -- -- 0 VA 0 VA -- -- Space 129 -- -- -- 5061...107 -- -- -- 5061...85 RTU-1 20 A 3 5061... 1560... -- -- -- 63 -- -- -- 1040... 1560... 2 20 A HP-2 41 HP-1 20 A 2 1040...2&.7 &LUFXLW'HVFULSWLRQ 7ULS 3ROHV $ % & 3ROHV 7ULS &LUFXLW'HVFULSWLRQ &.71RWHV(QFORVXUHType 10&%5DWLQJ200 A0RXQWLQJSurface:LUHV40DLQV5DWLQJ200 A3KDVHV3/RFDWLRQBody Shop 1329ROWV120/208 Wye$,&5DWLQJ22K%UDQFK3DQHO %1RWHV7RWDO(VW'HPDQG0 A7RWDO&RQQ0 A7RWDO(VW'HPDQG0 VA7RWDO&RQQ/RDG0 VA/RDG&ODVVLILFDWLRQ &RQQHFWHG/RDG 'HPDQG)DFWRU (VWLPDWHG'HPDQG 3DQHO7RWDOV/HJHQG7RWDO$PSV120 A 60 A 60 A7RWDO/RDG14400 VA 7200 VA 7200 VA11 Space -- -- 0 VA 0 VA -- -- Space 129 Space -- -- 0 VA 0 VA -- -- Space 107 -- -- -- 3600... 3600... -- -- -- 85 EV-3 20 A 2 3600... 3600... 2 20 A EV-4 63 -- -- -- 3600... 3600... -- -- -- 41 EV-1 20 A 2 3600... 3600... 2 20 A EV-2 2&.7 &LUFXLW'HVFULSWLRQ 7ULS 3ROHV $ % & 3ROHV 7ULS &LUFXLW'HVFULSWLRQ &.71RWHV(QFORVXUHType 10&%5DWLQJ100 A0RXQWLQJSurface:LUHV40DLQV5DWLQJ100 A6XSSO\)URP200 A, 120 V/208 V, Three...3KDVHV30DLQV7\SH/RFDWLRQParts 1199ROWV120/208 Wye$,&5DWLQJ18K%UDQFK3DQHO 39Addendum Schedule1 10/16/201911 P1002P1003P1004P10057:RPHQ1040HQ10566666611FDFD0HQ128:RPHQ12961612125143CAP EXISTING CW, HW, AND WASTEFD6:RPHQ1040HQ1051/2" CW1/2" CW1/2" HW3/4" CW3/4" HW1/2" HWSK-1SK-1448889912125FDFDWC-1WC-10HQ128:RPHQ129WC-21/8" / 1'-0"1/8" / 1'-0"3" SAN3/4" HW3/4" CW3/4" HW1 1/2" CW3" SAN99106673121212FDDASHED SANITARY INDICATES BELOW FLOOR.11WC-18SK-1SK-2700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comSouth New Berlin, New York 13843P: 607.373.5880https://lppmanagement.com/E3%$7+522063/80%,1*3/$16MaguireHonda ofIthacaIssue for Permit02/20/2020315 Elmira Rd.Ithaca, NY 148503URMHFW1XPEHU1" = 20'-0"11ST FLOOR KEY PLAN1/2" = 1'-0"2BATHROOMS 104 & 105 ENLARGEMENT DEMOLITION PLAN1/2" = 1'-0"3BATHROOMS 128 & 129 ENLARGEMENT DEMOLITION PLAN1/2" = 1'-0"4BATHROOMS 104 & 105 ENLARGEMENT SANITARY RENOVATION PLAN1/2" = 1'-0"5BATHROOMS 128 & 129 ENLARGEMENT SANITARY RENOVATION PLAN#33/80%,1*'(02.(<1 DEMO EXISTING FIXTURES AND CAP UN-USED LINES.2 SAVE THE BEST WALL HUNG SINK TO REINSTALL IN RM 128 FOR RE-USE3 DEMO EXISTING FLOOR DRAIN BACK TO THE FIRST JOINT4 RE-USE EXISTING DRAIN WHEN POSSIBLE5 DEMO FLOOR BACK TO 3” LINE TO CONNECT NEW TOILET6 EXISTING TO REMAIN7 DEMOLISH EXISTING HW & CW LINES BACK TO THE TEES ON THE MEZZANINE LEVEL33/80%,1*5(129$7,21.(<1 INSTALL WASH BASIN SINK IN ROOM 128, NOTE 3 ABOVE, TIE INTO EXISTING HW, CW AND SEWERWHERE POSSIBLE2 USE EXISTING TOILET DRAIN FOR TIE IN OF NEW TOILET IN RM 129.3 INSTALL NEW 3” VENT STACK THROUGH THE MEZZANINE AND ROOF.4 RECONNECT HW & CW SUPPLY LINES TO RESTROOMS.5 INSTALL NEW ON DEMAND WATER HEATER WH-1 WITH 3/4" HW SUPPLY6 IN FINISHED SPACES - ALL WATER LINES ARE TO BE INSTALLED IN WALLS AND NOT VISIBLE.7 HW & CW LINES FROM MEZZANINE. SEE PLANS FOR CONTINUATION.8 REPLACE ALL EXISTING TOILET SEATS WITH EQUIVALENT SEATS.9 QUARTER TURN SERVICE SHUTOFFS TO BE INSTALLED UNDER EACH SINK.10 INSTALL NEW LAVATORY SINK WITH LAVATORY.11 INSTALL FLOOR MOUNT WITH TANK TYPE WATER CLOSET12 INSULATE PIPING UNDER SINK TO MEET ADA STANDARDS.#Addendum Schedule P1012P1013PARTS BELOWSERVICE GARAGE BELOWWASH BAYS BELOWWASH BAYS BELOWWASH BAYS BELOWWASH BAYS BELOW11121 1/2" CWWASH BAYS BELOWWASH BAYS BELOWCP-11 1/2" CW3/4" HW1 1/2" CW1/4" / 1'-0"1 1/2" CD1 1/2" CD122211/2" CW CONTINUES THROUGH OUT MAINTENACE SHOP1 1/2" CW365411P500WH-23/4" HW DN1 1/2" HW DN2700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comSouth New Berlin, New York 13843P: 607.373.5880https://lppmanagement.com/E30(==$1,1(3/80%,1*3/$1MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 148503URMHFW1XPEHU1/8" = 1'-0"1MEZZANINE1/4" = 1'-0"2MEZZANINE PLUMBING DEMOLITION1/4" = 1'-0"3MEZZANINE PLUMBING RENOVATION##33/80%,1*'(02.(<1 DEMOLITION OF THREE EXISTING COMPRESSORS. INSTALLATION OF NEW BY OWNER, DEMOLITIONOF EXISTING COMPRESSORS MUST BE COORDINATED WITH OWNER’S TO FINALIZE PIPE ANDEQUIPMENT DEMO AND COORDINATION PLAN MUST BE COMPLETED WITH OWNER AT LEAST ONEWEEK PRIOR TO DEMOLITION.2 DEMO EXISTING 40 GALLON GAS FIRED WATER HEATER AND SUPPLY PIPING BACK TO THE 1 ½”ISOLATION GLOBE VALVE33/80%,1*5(129$7,21.(<1 NEW 1 1\2 PVC WASTE LINE FOR COMPRESSOR BLOW DOWN2 EXISTING 1-1/2” CW LOCATED 40” BELOW ROOF DECK. INSULATE EXISTING CW WITH 1-1/2”FIBERGLASS THROUGHOUT THE SHOP AND MEZZANINE AREA.3 INSTALL NEW 3” VENT STACK THROUGH THE MEZZANINE AND ROOF.4 RECONNECT HW & CW SUPPLY LINES TO RESTROOM ON THE FIRST LEVEL AND NEW RESTROOM 129AND ADD ISOLATION VALVES FOR EACH THE SUPPLY AND EACH BRANCH5 NEW COMPRESSOR TO BE CONNECTED TO EXISTING DISTRIBUTION SYSTEM BY OWNER6 INSTALL NEW 50 GALLON GAS FIRED HOT WATER TANK WITH A THERMAL EXPANSION TANK, 4.5GALLONS FOR COMMERCIAL USE AND 1 ½’ BALL VALVE FOR ISOLATIONAddendum Schedule EXISTING TO REMAINDEMOLISHED(CW) DOMESTIC COLD WATER(HW) DOMESTIC HOT WATER(SAN) SANITARY(COND) CONDENSATESANCOND(V) VENTVSHUT OFF(SK-1) LAY IN LAVATORY(CP-1) COMPRESSOR(FD) FLOOR DRAIN(SK-2) SINK(WH-1) INSTANTANEOUS WATER HEATER(WH-2) 50 GALLON GAS FIRED WATER HEATERPLUMBING SYMBOLSMEZZANINE8' - 7"3" VENT3" SANPROVIDE P-TRAP1/4" / 1'-0"PROVIDE TEE WITH PLUBP5002EXISTING ROOF1' - 6"3" VENTPIPE SUPPORTTREMSEAL SEALANTSTAINLESS STEEL CLAMPTPO BONDING ADHESIVETPO UNREINFORCED MEMBRANEHEAT WELDED LAPTPO FLEECE BACKED MEMBRANETPO BONDING ADHESIVE/HOT ASPHALT EXISTING ROOF 700 Cascadilla StSuite 203Ithaca, NY 14850P: 607.273.3565www.js-architects.comDRAWINGS ALTERATION NOTICE:It is a violation of Section 69.5b of the New York State Education Department for any person, unless acting under the direction of the licensed architect, to alter this item in any way. If an item bearing the seal of the architect is altered the architect shall affix their seal and the notation "altered by" followed by the architect's signature, date of alteration, and a specific description of the alteration.COPYRIGHT: All production and intellectual property rights reserved.© Copyright 2018 John Snyder Architects, PLLC2211ABCDPROJ #FGH345678910345678910GMB Consulting Services, LLCP.O. Box 126Camillus, NY 13031www.gmbconsultingservices.comSouth New Berlin, New York 13843P: 607.373.5880https://lppmanagement.com/E33/80%,1*127(6/(*(1''(7$,/6$1'6&+('8/(MaguireHonda ofIthaca,VVXHIRUPermit02/20/2020315 Elmira Rd.Ithaca, NY 148503URMHFW1XPEHU*(1(5$/127(61.DO NOT BASE ROUGH-IN DIMENSIONS ON INFORMATION SHOWN ON THE DRAWINGS.ROUGH-IN DIMENSIONS SHALL BE BASED ON ARCHITECTURAL INTERIOR PLANS, ANDDIMENSIONED MILLWORK AND FIXTURE CATALOG CUTS.2.PROVIDE ALL NECESSARY PIPING, CONNECTIONS, ACCESSORIES, SUPPORTS, HANGERS,ANCHORS, WIRING AND CONTROLS FOR COMPLETE AND FUNCTIONAL INSTALLATION OFALL THE ITEMS PROVIDED UNDER THIS CONTRACT.3.INSTALL ALL FIXTURES AND EQUIPMENT IN STRICT CONFORMANCE WITHMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.4.THE PIPING LAYOUT SHOWN ON THIS DRAWING IS SCHEMATIC IN NATURE. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY COORDINATE IN ORDER TO AVOIDINTERFERENCES WITH THE WORK OF ALL OTHER TRADES. THIS INCLUDES, BUT IS NOTLIMITED TO LIGHT FIXTURES, ACCESS HATCHES, HVAC DUCTWORK AND PIPING,ELECTRICAL CONDUITS, AND ARCHITECTURAL FEATURES. PROVIDE COORDINATIONPRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK.5.PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES,OBTAIN AND PAY FOR ALL REQUIRED PERMITS.6.PROVIDE ALL REQUIRED EXCAVATION, BACKFILL AND COMPACTION FOR UNDERGROUNDWORK.7.SLEEVE ALL PENETRATIONS THROUGH OUTSIDE OR FOUNDATIONS WALLS WATERTIGHT.8.UNLESS OTHERWISE NOTED, PITCH ALL SANITARY PIPING ON THIS DRAWING ASFOLLOWS:9.PIPES 3" AND SMALLER -PITCH AT 1/4" PER FOOT10.PIPES LARGER THAN 3" -PITCH AT 1/8" PER FOOT11.FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES.12.CEILING HEIGHTS WILL NOT BE ADJUSTED DUE TO LACK OF COORDINATION BETWEENTRADES PRIOR TO INSTALLATION.13.DUE TO SMALL SCALE OF THESE DRAWINGS IT IS NOT POSSIBLE TO SHOW ALL OFFSETS,FITTINGS, ETC. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS, CONNECTIONS,FITTINGS, HANGERS, ANCHORS, SUPPORTS, WIRING, AND ACCESSORIES FOR ACOMPLETE, COORDINATED AND OPERATIONAL INSTALLATION.14.FOLLOW AND ADHERE TO ALL REQUIREMENTS OF ORIGINAL BUILDING PROJECT'SDRAWINGS AND SPECIFICATIONS.15.PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED ON THIS DRAWINGS.16.FIELD VERIFY EXACT LOCATION, COMPOSITION AND CONDITION OF ALL SITE PIPING,VALVES AND SYSTEMS AS REQUIRED FOR WORK OF THE CONTRACT.17.ALL NEW PIPING TO BE RIGID COPPER W/ SWEAT FITTINGS. PRO-PRESS IS ANACCEPTABLE SUBSTITUE FOR SWEAT FITTINGS.18.ALL WATER LINES ARE TO BE INSTALLED IN WALLS AND NOT VISABLE IN FINISHEDSPACES.19.CONTRACTOR IS TO CARRY A $10,000 ALLOWANCE TO INVESTIGATE THE UNDER SLABAND UNDERGROUND SANITARY WASTE LINES AND REPAIR SUB-STANDARD OR DAMAGEDSECTIONS INCLUDING THE PIPE RUNNING FROM THE BUILDING TO THE MANHOLE.3/80%,1*),;785(6&+('8/(7\SH0DUN ,7(0 :$67( 9(17 &: +: ,7(0'(6&5,37,21CP-1AIR COMPRESSORVERIFY--- KAESER COMPRESSOR MODEL SM 10TFDEXSITING FLOOR DRAINVERIFY--- TO BE PROTECTED THROUGH OUT RENVATIONSSK-1NEW LAVATORY SINK1 1/2"1 1/2"1/2"1/2" NEW CORIAN, 820 LAVATORY SINK, GLACIER WHITEWITH LAVATORY FAUCET, SLOAN ETF-80-4-BDT-CP-0.5GPM-MLN-IR-BT-FCT WITH MIXING VALVE BELOWDECK AND INTEGRAL SHUTOFFSSK-2EXISTING WASH BASIN SINK1 1/2"1 1/2"1/2"1/2" EXISTING WASH BASIN SINK AND FIXTURESUR-1EXISTING URINAL3"2"3/4"- EXISTING TO REMAINWC-1EXISTING WATER CLOSET3"2"1"- EXISTING TO REMAIN.WC-2NEW WATER CLOSET3"2"1"- KOHLER K3519 VITREOUS CHINA, PRESSURE ASSIST,SIPHON JET ACTION 1.0 GPF FLOOR MOUNT WITHTANK TYPE WATER CLOSET, RIM HEIGHT 17 1/8INCHES WITH CHURCH #3155C OPEN FRONT,ELONGATED PLASTIC SEAT. (WC-2).WH-1 ELECTRIC TANKLESS WATER HEATER --1/2"1/2" BOSCH MODEL US12 ON-DEMAND WATER HEATERMOUNTED UNDER SINK.WH-2 NEW GAS FIRIED WATER HEATERPROLINE SL ULTRA-LOW NOX 50-GALLON GAS WATERHEATER MODEL GURT-50L3/4" = 1'-0"1CONDENSATE TRAP DETAIL1" = 1'-0"2ROOF PENETRATION DETAILAddendum Schedule