LIBRARY ROOM DESCRIPTIONedckc-bids.s3.amazonaws.com/EDC/111918_EDC_CDS_50.pdf · 2018-12-06 · 6 a500 m1.1 c 1.2 1 a3.2 6 a8.10 1 1 2 a8.10 a3.2 1 2-x' - x" x' - x" elevation step

101

DETAIL REFERENCE

INTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

BUILDING/ WALL SECTION

ROOM DESCRIPTION

EXTERIOR WALL TYPE

ENLARGED REFERENCE

WINDOW TYPE

REVISION

DOOR NUMBER

GRID LINES

LIBRARY

6A500

M1.1

C

1.2

1A3.2

6A8.10

1

1

2A8.10

A3.2

1

2

-X' - X"X' - X" ELEVATION STEP

PARTITION TYPEW2.1

101B6 1521sf

REFERENCE PLAN TAG

EARTH (existing)

02 SITE CONSTRUCTION

EARTH (backfill)

DRAINAGE FILL

CAST-IN-PLACE CONCRETE

03 CONCRETE

PRECAST CONCRETE

GROUT

BRICK

04 MASONRY

CONCRETE MASONRY UNITS

GLASS BLOCK

STONE

CAST STONE

05 METALS

STEEL

ALUMINUM

06 WOODS AND PLASTICS

CONTINUOUS WOOD

BLOCKING WOOD

PLYWOOD

FINISH WOOD

HARDBOARD

PARTICLE BOARD

SOLID SURFACE MATERIAL

07 THERMAL & MOISTURE PROTECTION

BATT INSULATION

LOOSE FILL INSULATION

RIGID INSULATION

GLASS

08 GLAZING

LATH AND PLASTER

09 FINISHES

MEDIUM DENSITY FIBER BOARD (MDF)

GYPSUM BOARD

PROJECT TEAM MEMBERS

PRINCIPAL IN CHARGE

© 2018 DAN MAGINN ARCHITECTURE GROUPALL DRAWINGS AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED , DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

ORIGINAL DRAWINGS SCALE TO 30" x 42" SHEET

ARCHITECT OF RECORD:DAN MAGINN ARCHITECTURE GROUP

1828 WALNUT ST, SUITE 300KANSAS CITY, MO 64108T 816-674-8478

OWNER:

300 WYANDOTTE /// SUITE xxKANSAS CITY, MO 64105

D MAGINN

S FOWLER

UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION.

Printed

NOT FOR CONSTRUCTION

RELEASE SCHEDULE

NO. RELEASE DATE

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12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:26:24 PM

G000COVER

EDCHQ

ECONOMIC DEVELOPMENT COUNCIL

300 Wyandotte /// Suite xxKansas City, MO 64105

VICINITY MAP LOCATION

SHEET NO. NAME ISSUE DATE

GENERALG000 COVER 05/13/16G001 CODE SUMMARY 10/15/18G002 GENERAL INFO 10/15/18DEMOLITIOND101 DEMO PLAN 10/26/18ARCHITECTUREA101 FLOOR PLAN 10/15/18A111 ENLARGED FLOOR PLANS 10/15/18A151 REFLECTED CEILING PLAN 10/15/18A301 SECTIONS 10/15/18A401 WALL SECTIONS 10/27/18A501 DETAILS 10/15/18A601 CASEWORK DETAILS 10/15/18ID101 FINISH PLAN + LEGEND 10/15/18ID201 INTERIOR ELEVATIONS 10/15/18ID202 INTERIOR ELEVATIONS 10/26/18ID203 INTERIOR ELEVATIONS 10/26/18ID204 INTERIOR ELEVATIONS 11/19/18ID205 INTERIOR ELEVATIONS 10/27/18ID206 INTERIOR ELEVATIONS 10/27/18IF101 FURNITURE PLAN 10/15/18

SHEET LISTABBREVIATIONS SHEET SYMBOLS GENERAL ARCHITECTURAL NOTESRA Reture AirRB Rubber BaseRCP Reinforced Concrete PipeRD Roof DrainRE or REF ReferenceREBAR Reinforcing BarREC RecessedRECP ReceptacleRECT RectangularREFR RefridgeratorREG RegularREINF Reinforcing(ed)REQD RequiredRET ReturnREV RevisionRFG RoofingRH Right HandRLF ReliefRM RoomRND RoundRO ROugh OpeningROW Right of WayRR RailroadSS SouthSA Supply AirSAN SanitarySC Solid CoreSCD JT Scored JointSCHED ScheduleSE SoutheastSECT SectionSHT SheetSIM SimilarSPEC SpecificationSPKR SpeakerSQ SquareSQFT OR SF Square FootST STL OR SS Stainless SteelSTAG StaggeredSTC Sound Transmission CoefficientSTD StandardSTL SteelSTOR StorageSTRUCT StructuralSTRUCT STL Structural SteelSUSP SuspendedSW SouthwestSW SwitchSYS SystemTT TreadT&G Toungue and GrooveTB Towel BarTEL TelephoneTEMP TemperatureTEMP TemporaryTEMP GL Tempered GlassTEX FIN Textured FinishTHERM ThermalTHK Thick(ness)TKBD TackboardTO Top ofTOB Top of BeamTOC Top of Curb (Concrete)TOD Top of DeckTOF Top of FootingTOP Top of PierTOPAR Top of ParapetTOS Top of SteelTOW Top of WallTPD Toilet Paper DispenserTR TransomTV TelevisionTYP TypicalUUL Underwriter's LaboratoriesUNFIN UnfinishedUNO Unless Noted OtherwiseUR UrinalUSG United States GageUTIL UtilityVV VoltVAL ValueVAR VarnishVB Vapor BarrierVCT Vinyl Composition TileVEN VeneerVENT VentilatingVERT VerticalVEST VestibuleVIF Verify in FieldVIT VitreousVOL VolumeVWC Vinyl Wall CoveringWW WestW Wide, WidthW/ WithW/O WithoutWC Water ClosetWD WoodWDW WindowWF Wide FlangeWG Wired GlassWH Water HeaterWI Wrought IronWPT Working PointWSCT WainscotWT WeightWTW Wall to WallWWF Welded Wire FabricYYD Yard

HWH Hot Water HeaterHWY HighwayHYD HydrantHZ HertzIID Inside DiameterIF Inside FaceILLUM IlluminationIN or " InchesINC Include(d)(ing)INFO InformationINSUL InsulationINSUL PNL Insulated PanelINT InteriorINVT InvertINVT EL Invert ElevationJJAN JanitorJB Junction BoxJC Janitor's ClosetJST JoistJST BR Joist BearingJT JointKK KipsKD Knocked DownKIT KitchenKO KnockoutKPL Kick PlateKVA Kilovolt AmpsKW KilowattsLL LengthLAB LaboratoryLAM LaminatedLAV LavatoryLG LargeLH Left HandLIN LinearLL Live LoadLLH Long Leg HorizontalLLV Long Leg VerticalLOC Locate, LocationLONG LongitudinalLP Low PointLT LightLTG LightingLTL LintelLVR LouverLWT LightweightLWT CONC Lightweight ConcreteMM MeterMACH MachineMAINT MaintenanceMAN ManualMAS MasonryMATL MaterialMAX MaximumMBR MemberMDF Medium Density FiberboardMECH MechanicalMED MediumMEMB MembraneMEZZ MezzanineMFR ManufacturerMH ManholeMIN MinimumMIN MinuteMIR MirrorMISC MiscellaneousMIX MixtureMLDG MoldingMLWK MillworkMM MillimeterMO Masonry OpeningMOD Modified, ModularMS Machine ScrewMTD MountedMTL MetalMTR MortarMULL MullionNN NorthNA Not ApplicableNAT NaturalNE NortheastNIC Not In ContractNO, NUM, # NumberNOM NominalNORM NormalNRC Noise Reduction CoefficientNTS Not to ScaleNW NorthwestOOA OverallOB ObscureOB GL Obscure GlassOC On CenterOD Outside DIameterOFF OfficeOH OverheadOPNG OpeningOPP OppositeORD Overflow Roof DrainORIG OriginalOTO Out to OutOZ OuncePPC Precast ConcretePC Point of CurvePCF Pounds per Cubic FootPERF PerforatedPERP PerpendicularPI Point of IntersectionPL PlatePL Property LinePLAM Plastic LaminatePLAS PlasterPLUMB PlumbingPLYWD PlywoodPNL PanelPR PairPREFAB PrefabricatedPRELIM PreliminaryPROJ ProjectionPROP PropertyPSF Pounds per Square FootPSI Pounds per Square InchPT PaintPT Point, Point of TangentPTD PaintedPTD Paper Towel DispenserPTN PartitionPVC Polyvinyl ChloridePVMT PavementPWD PlywoodQQT Quarry TIleQT QuartQTR QuantityQTY QuarterQUAL QualityRR RiserR, RAD Radius

DC Direct COurrentDEG DegreeDEMO Demolish, DemolitionDEPT DepartmentDF Drinking FountainDH Double HungDIA DiameterDIAG DiagonalDIFF DiffuserDIM DimensionDIR Direction,DirectorDISP DispenserDIST DisributionDIV DivisionDK DarkDL Dead LoadDMT DemountableDN DownDO DittoDO Door OpeningDP DampproofingDP DeepDR DoctorDR DoorDS DownspoutDSGN DesignDTL DetailDUP DuplicateDW DIshwasherDWG DrawingDWL(S) Dowel(s)DWR DrawerEE EastEA EachEE Each EndEF Each FaceEF Exhaust FanEG Exhaust GrilleEIFS Exterior Insulation& Finish

SystemEJT Expansion JointEL OR ELV ElevationELAS ElastomericELEC ElectricalELEV ElevatorEMER EmergencyENCL EnclosureENGR EngineerENTR EntranceEQ EqualEQUIP EquipmentESC EscalatorEST EstimateESTB EstablishEW Each WayEWC Electric Water CoolerEXH ExhaustEXIST'G ExistingEXP ExpansionEXT ExteriorEXTRU ExtrusionFF FarenheitFA Fire AlarmFAS Fasten, FastenerFB Face BrickFBO Furnished By OthersFCO Floor CleanoutFD Floor DrainFDTN FoundationFE Fire ExtinguisherFEC FIre Extinguisher CabinetFF Finished FloorFF&E Fixtures, Furniture & EquipmentFFE Finished Floor ElevationFFL Flinished Floor LineFH Fire Hydrant/HoseFHC FIre Hose CabinetFHMS Flat Head Machine ScrewsFHWS Flat Head Wood ScrewsFIN FinishFIX FixtureFL Flow LinesFLASH FlashingFLR FloorFLUOR FluorescentFOC Face of COncreteFOF Face of FinishFOM Face of MasonryFOS Face of StudFOW Face of WallFP FireproofFR FIre Rated, FIre RetardantFRM FrameFS Full SizeFSP FIre Stand PipeFT or ' Foot, FeetFTG FootingFUR FurringFURN FurnishFUT FutureFV Field VerifyFVC FIre Valve CabinetGG GasGA Gage or GaugeGAL GallonGALV GalvonizedGB Grab BarGC General Contract(or)GEN GeneratorGFRC Glass FIber Reinforced ConcreteGFRG Glass FIber Reinforced GypsumGL GlassGLU LAM Glue LaminatedGR GradeGR BM Grade BeamGRND GroundGSF Gross Square FeetGU GutterGWB Gypsum WallboardGYP GypsumGYP BD Gypsum WallboardHH HighH PT High PointHB Hose BibbHC Hollow COreHD HeadHDBD HeadboardHDR HeaderHDWD HardwareHDWR HardwoodHJT Head JointHM Hollow MetalHNDRL HandrailHORIZ HorizontalHP HorsepowerHR HourHT HeightHTG HeatingHTR HeaterHVAC Heating, Ventilating, Air

ConditioningHW Hot Water

# Pound or Number& And.Ø Diameter or Round@ AtAA/C Air ConditioningAB Anchor BoltABV AboveAC OR ACOUS AcousticalACC AccessACFL Access FloorACPL Acoustical PlasterACT Acoustical TileACU Air Conditioning UnitAD Access DoorAD Area DrainADD AddendumADDL AdditionalADH AdhesiveADJ AdjacentADJT AdjustableAFF Above FInish FloorAGG AggregateAHU Air Handling UnitALLOW AllowanceALT AlternateALUM AluminumANC Anchor/ AnchorageANG AngleANOD AnodizedAP OR AC PNL Access PanelAPC Architectural Precase ConcreteAPPROX AooroximateAPT ApartmentARCH Architect(ural)ASC Above Suspended CeilingASPH AsphaltAUTO AutomaticAVE AvenueAVG AverageAWT Acoustical Wall TreatmentBB&B Balled & BaggedBAL BalanceBBD Bulletin BoardBC Back of CurbBD BoardBF Bottom FaceBFE Bottom Footing ElevationBG Bumber GuardBITUM BituminousBJT Bed JointBL Building LineBLDG BuildingBLK BlockBLKG BlockingBLR BoilerBLW BelowBM BeamBM Bench MarkBO By Others/ OwnerBOC Bottom of CurbBOS Bottom of SteelBOT BottomBPL Bearing PlateBR BedroomBRG BearingBRIDG BridgingBRK BrickBRKT BracketBRZ BronzeBS Both SidesBSMT BasementBTWN BetweenBUR Built-up RoofingBVL Bevel(ed)BW Both WaysBYND BeyondCC Celsius, DegreeC ChannelC of C Center to CenterC to C Certificate of OccupancyCAB CabinetCANTL CantileverCB Catch BasinCCTV Closed Circuit TelevisionCEM CementCER CeramicCF Cubic FootCFM Cubic Feet Per MinuteCG Corner GuardCH Coat HookCHAM ChamferCHBD ChalkboardCHEM Chemical, ChemistryCI Cast IronCI Cubic InchCIP Cast Iron PipeCIPC Cast-In-=Place ConcreteCIR CircleCJ COntrol JointCKT CircuitCL Center LineCLG CeilingCLG HT Ceilling HeightCLL Contract Limit LineCLO CLosetCLR Clear(ance)CLRM ClassroomCM Centimeter(s)CM Construction ManagerCMP Currugated Metal PipeCMU Conc. Masonry UnitCND ConduitCO Change OrderCO Clean OutCOL ColumnCOMM Communication OutletCONC ConcreteCOND Condenser or CondensateCONF ConferenceCONN Connect(ed)(ion)CONST ConstructionCONT ContinuousCONTR ContractorCOORD CoordinateCORR CorridorCORR CorrugatedCPT Carpet(ed)CRS Course(s)CSMT Computer TerminalCST CaseworkCSWK Ceramic TileCT Cooling TileCT Cooling TowerCTR CenterCUH Cabinet Unit HeaterCW Cold WaterCY Cubic YardCYL CylinderDD DepthDB DecibelDBL DoubleDBL ACT Double Acting

MATERIAL GRAPHICS

DRAWING RELEASE XXXX.XX.XX1 ADDENDUM XXXX.XX.XX

DRAWING RELEASE XXXX.XX.XX1 ADDENDUM XXXX.XX.XX

NOTE: GENERAL CONTRACTOR TO PREPARE SCHEDULE FOR WORK TO BE APPROVED BY OWNERPRIOR TO THE INITIATION OF WORK. HEREIN, THE GENERAL CONTRACTOR MAY BE REFEREED TOAS THE FOLLOWING: GENERAL CONTRACTOR, GC, OR CONTRACTOR UNLESS OTHERWISESPECIFIED. THE OWNER MAY BE REFERRED TO AS: OWNER. THE ARCHITECT MAY BE REFERREDTO AS: DRAW ARCHITECTURE, OR DRAW ARCHITECTURE + URBAN DESIGN, LLC, OR ARCHITECT.

A ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THEPROJECT, INCLUDING, BUT NOT LIMITED TO, ALL APPLICABLE STATE, COUNTY, AND LOCALMUNICIPAL BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. THECONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OFCONSTRUCTION AND BRING DISCREPANCIES IN THE DOCUMENTS TO THE ATTENTION OF THEARCHITECT.

B A BUILDING PERMIT IS REQUIRED FOR THE PROJECT AND SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. THE OWNER WILL PAY FOR THE GENERAL BUILDING PERMIT. ALL OTHERPERMITS, LICENSES AND BONDS ARE TO BE PAID FOR BY THE GENERAL CONTRACTOR ORSUBCONTRACTOR(S). SUBCONTRACTORS ARE RESPONSIBLE FOR OBTAINING THEIR OWNRESPECTIVE BUILDING PERMITS.

C THE ARCHITECT WILL BE AVAILABLE TO MEET WITH THE DEPARTMENT OF CODES ADMINISTRATIONAT CITY OF KANSAS CITY WITH THE SELECTED GENERAL CONTRACTOR IN ORDER TO EXPEDITE THEPERMITTING PROCESS.

D GENERAL CONTRACTOR IS TO PAY FOR DUMPSTER PERMITS AS NECESSARY. ALL DEMOLITIONDEBRIS SHALL BE TAKEN TO A LICENSED LANDFILL WITH PROOF PROVIDED TO THE OWNER, ORRECYCLED. TRASH AND RECYCLING RECEPTACLES WILL BE LOCATED AT THE SOUTHEAST CORNEROF THE PROPERTY. RECEPTACLES SHALL NOT BLOCK ENTRANCES OR PUBLIC RIGHT-OF-WAY.

E GENERAL CONTRACTOR TO COORDINATE WITH CITY OF KANSAS CITY FOR PARKING AND STAGINGARRANGEMENTS. IF PUBLIC RIGHT-OF-WAY IS TO BE CLOSED FOR ANY REASON, THE GENERALCONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY STREET CLOSURE PERMITS FROMTHE CITY OF INDEPENDENCE, MISSOURI, OR MODOT.

F ALL CONTRACTORS SHALL BE LICENSED TO PERFORM WORK WITHIN THE CITY OF KANSAS CITY,MISSOURI.

G THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSPECTIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL CITY OF KANSAS CITY INSPECTIONS AND APPROVALS.

H ALL CODES, TRADE STANDARDS AND MANUFACTURER'S INSTRUCTIONS REFERENCED IN THECONTRACT DOCUMENTS WILL BE THE LATEST EDITION UTILIZED BY THE CITY OF KANSAS CITY,MISSOURI.

I THE SELECTED GENERAL CONTRACTOR SHALL VISIT THE SITE AND MEET WITH THE OWNER ANDARCHITECT PRIOR TO THE COMMENCEMENT OF THE PROJECT WORK.

J ALL REQUIRED COMMUNICATION SHALL BE THROUGH THE ARCHITECT AND OWNER.K BIDS MUST ACCOMMODATE ALL WORK RELATED TO THE CONSTRUCTION OF THE PROPOSED

PROJECT AREA, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: MATERIALS, LABOR, ACCESS,DELIVERY AND TRANSPORTATION.

L GENERAL CONTRACTOR SHALL REPORT TO THE OWNER AND ARCHITECT ANY PROBLEMS WITH THEPLANS AS THEY RELATE TO WORK IN COMPLIANCE WITH ALL LAWS, STATUTES, PRIOR TOCONSTRUCTION.

M GENERAL CONTRACTOR IS TO PROVIDE ALL WARRANTIES PROVIDED BY SUBCONTRACTORS ORTHIRD PARTIES TO THE OWNER AND ARCHITECT

N DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND AREINTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYPICAL" OR "TYP."IMPLY THAT ALL CONDITIONS ARE TREATED SIMILARLY, UNLESS NOTED OTHERWISE.

O ALL DRAWINGS SHALL BE FULLY COORDINATED BY THE CONTRACTOR TO VERIFY ALL DIMENSIONS.LOCATE ALL SPECIAL CONDITIONS, SLOPES, DRAINS, OUTLETS, RECESSES, REGLETS, FLASHINGS,STRUCTURAL FASTENERS, SLEEVES, ETC.

P ALL EXISTING SIZES AND STRUCTURE INDICATIONS ARE CONSIDERED AS ASSUMPTION AND AREOFFERED ONLY AS A REPRESENTATION OF THE TYPE OF CONSTRUCTION THAT MAY BEENCOUNTERED IN THE COURSE OF THE WORK, BUT NOT NECESSARILY THE ACTUAL SIZES ORCONDITIONS. IF CONDITIONS IN THE FIELD ARE DIFFERENT FROM WHAT IS ASSUMED OR SHOWNON THE DRAWINGS, NOTIFY THE ARCHITECT IMMEDIATELY. ACTUAL FIELD-VERIFIED DIMENSIONSSHALL BE OBTAINED BY THE GENERAL CONTRACTOR AND APPROPRIATE SUBCONTRACTOR(S)PRIOR TO THE COMMENCEMENT OF ANY RELATED CONSTRUCTION. GENERAL CONTRACTOR SHALLBE RESPONSIBLE FOR VERIFYING SIZES, DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS.

Q DO NOT SCALE FROM DRAWINGS.R DIMENSIONS INDICATED ON THE DRAWINGS ARE TAKEN FROM CENTER OF DOOR UNLESS

OTHERWISE NOTED.S DIMENSIONS INDICATED ON THE DRAWINGS ARE TAKEN FROM FACE OF STUD UNLESS OTHERWISE

NOTED.T THE CONTRACTOR SHALL BRING ALL ERRORS AND OMISSIONS THAT MAY OCCUR IN THE

CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR DAMAGES RESULTING FROM ANY ERRORS, DISCREPANCIES, OROMISSIONS IN THE CONTRACT DOCUMENTS, FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THEARCHITECT PRIOR TO STARTING THE WORK.

U THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT THE WRITTEN APPROVAL OFTHE ARCHITECT AND STRUCTURAL ENGINEER.

V THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND REINSTALLING ALL EXISTINGUTILITIES (INCLUDING CABLE, TELEPHONE, ETC.) AS REQUIRED BY THE NEW CONSTRUCTION.

W CONTRACTOR IS TO TAKE ALL PRECAUTIONS NECESSARY TO PROTECT STRUCTURES AT ADJACENTPROPERTIES FROM DAMAGE DURING CONSTRUCTION. THIS SPECIFICALLY INCLUDESPRECAUTIONS DURING EXCAVATION AND FOUNDATION CONSTRUCTION AS REQUIRED BY LOCALMISSOURI ORDINANCES.

X CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIAL STORAGE AND PROTECTION OFEXISTING TREES, INCLUDING LOCAL REQUIREMENTS. PROTECTION IS TO BE MAINTAINEDTHROUGHOUT THE DURATION OF CONSTRUCTION.

Y JOB SITE SHALL BE SECURE AND SAFE AT ALL TIMES. THE ARCHITECT MAINTAINS NORESPONSIBILITY FOR THE GENERAL CONTRACTOR OR SUBCONTRACTOR(S) (OR THOSE WORKINGIN SUCH CAPACITIES), AND SHALL NOT BE RESPONSIBLE FOR SAFETY AND CONSTRUCTIONPROCEDURES (INCLUDING SITE/SILT FENCING). THE ARCHITECT MAINTAINS NO RESPONSIBILITYFOR THE TECHNIQUES OR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK INACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.

Z SMOKING IS NOT PERMITTED IN ANY INTERIOR SPACES WITHIN THE PROJECT AREA. CONTRACTORIS TO PROVIDE AN EXTERIOR ASH CAN.

AA ALL MANUFACTURER'S PRODUCT SPECIFICATIONS AND/OR WARNINGS FOR PRODUCTS ORMATERIALS USED IN CONSTRUCTION MUST BE STRICTLY OBSERVED.

AB MATERIAL LIMITATIONS: IN RECOGNITION OF THE FACT THAT THE ARCHITECT HAS NO CONTROLOVER THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION, ALLOF WHICH ARE SOLELY WITHIN THE CONTROL OF THE CONTRACTOR, THE OWNER AGREES THATTHE ARCHITECT SHALL NOT BE LIABLE FOR ANY PROPERTY DAMAGE OR PERSONAL INJURY TO ANYPERSON OR ENTITY RESULTING FROM ANY MATERIALS OR CIRCUMSTANCES EXCLUDED FROMCOVERAGE BY ARCHITECT'S INSURANCE COVERAGE. INCLUDING, WITHOUT LIMITATION: (a) CLAIMSARISING OUT OF THE ACTUAL, ALLEGED OR THREATENED EXPOSURE AT ANY TIME TO (1)ASBESTOS, (2) DRYVIT, EFIS OR ANY SIMILAR COMPOUND, OR (3) MOLD OR ANY SIMILAR ORGANICMATTER (THE "SUBSTANCES"); AND (b) CLAIMS FOR DAMAGE DONE BY THE "SUBSTANCES" OR THETESTING, MONITORING, CLEAN-UP, REMOVAL, CONTAINMENT OR DISPOSAL OF THE "SUBSTANCES",AND AGREES TO INDEMNIFY AND HOLD THE ARCHITECT HARMLESS OF ANY SUCH CLAIMS.

AC FOR CLARITY: NO SERVICES WILL BE PROVIDED WITH REGARD TO THE DETECTION, REMOVAL,DISPOSAL OR STORAGE OF ASBESTOS, AND OTHER HAZARDOUS MATERIALS THAT MAY BE FOUNDAT THE PROJECT SITE. THE CITY OF INDEPENDENCE SHALL BE RESPONSIBLE FOR THE DETECTION,REMOVAL AND DISPOSAL OF ALL HAZARDOUS MATERIALS, TOXIC WASTES, ASBESTOS, ANDPOLLUTANTS AT THE PROJECT SITE IN ACCORDANCE WITH APPLICABLE LAW. IT IS UNDERSTOODAND AGREED THAT DRAW ARCHITECTURE HAS NO EXPERTISE WITH REGARD TO ASBESTOS ANDSHALL HAVE NO RESPONSIBILITY WHATSOEVER FOR, OR CONTROL OVER, THE DETECTION,REMOVAL OR DISPOSAL OF ASBESTOS. DRAW ARCHITECTURE SHALL HAVE NO RESPONSIBILITY ORCONTROL OVER THE SELECTION OR RETENTION OF ANY EXPERT, CONSULTANT, CONTRACTOR ORSUB-CONTRACTOR ENGAGED IN THE DETECTION, REMOVAL OR DISPOSAL OF ASBESTOS, NORSHALL DRAW ARCHITECTURE BE RESPONSIBLE IN ANY MANNER TO ANYONE FOR THE ACTS OROMISSIONS OF ANY PERSON OR ENTITY ARISING FROM THE DETECTION, REMOVAL OR DISPOSAL OFASBESTOS.

AD PATCH, REPAIR OR REPLACE ANY EXISTING MATERIALS, FIXTURES OR SURFACES SCHEDULED TOREMAIN WHICH ARE DAMAGED DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. REPAIRS ORREPLACEMENTS MUST MATCH THE EXISTING MATERIAL IN TEXTURE, PROFILE, DIMENSION ANDWHERE APPROPRIATE, SPECIES.

AE REPAIR AREA OF EXTERIOR WALL OF ADJACENT BUILDING WHERE BUILDING WAS DEMOLISHED TOMATCH ADJACENT FINISHES. ENSURE A WATER TIGHT EXTERIOR AND THAT STRUCTURE IS SOUNDPER STRUCTURAL ENGINEERS RECOMENDATIONS. CLEAN EXTERIOR SURFACE OF WALL WITHPRESSURIZED WALNUT SHELLS. REPORT ANY OPENINGS OR INCONSISTENCIES TO THE ARCHITECTAND STRUCTURAL ENGINEER.

AF ALL GWB WALL FINISH TO BE LEVEL 4 FINISH.AG CLEAN, COVER AND PROTECT ALL MECHANICAL DUCT OPENINGS DURING CONSTRUCTION.AH GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL INTERIOR SURFACES,

INCLUDING GLASS SURFACES, PRIOR TO OCCUPANCY OF THE SPACE BY THE OWNER. THEGENERAL CONTRACTOR, PRIOR TO OCCUPANCY SHALL, REMOVE ALL TRASH, CONSTRUCTIONDEBRIS, MATERIALS, TOOLS, ETC.

AI THE USE OF ANY AND ALL DRAWINGS, PLANS, SPECIFICATIONS, ETC., PREPARED BY DRAWARCHITECTURE + URBAN DESIGN LLC., SHALL REMAIN THE PROPERTY OF DRAW ARCHITECTURE +URBAN DESIGN, LLC. AND SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WEREPREPARED. ANY REPRODUCTION OR DISTRIBUTION OF SUCH ITEMS IS EXPRESSLY LIMITED TOSUCH USE. ANY OTHER REPRODUCTION, REUSE, OR DISCLOSURE (BY ANY METHOD), IN WHOLE ORIN PART, OR FOR ANY OTHER PURPOSE THAN THAT AS A CONTRACT DOCUMENT, IS STRICTLYPROHIBITED.

PROJECT LOCATION MAP SITE

ROOM NAME101

dr #:

act:

ocpt:req:

###

000"

##00"

CMBUP

FE-#PORTABLE FIRE EXTINGUISHERS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH NFPA 10. SUPPLY 2A-10BC EXTINGUISHER IN A CABINET (FEC) PER ALL CODES AND ORDINANCES. COORDINATE FINAL LOCATION WITH OWNER.

ROOM NUMBERSQUARE FEET/ OCCUPANT LOAD FACTORNUMBER OF OCCUPANTS

ROOM NAME

DOOR NUMBER

NEW CONSTRUCTION 1 HR FIRE RATED SEPARATION

OCCUPANT EGRESSEGRESS WIDTH REQUIREDEGRESS WIDTH PROVIDED

CODE PLAN LEGEND

2 HR FIRE RATED SEPARATIONEXISTING CONSTRUCTION

INDIVIDUAL ROOM EXIT LOAD (PERSON)

COMBINED EXIT LOAD (PERSON)

FIRE EXTINGUISHER AND CABINET TYPE DESIGNATION.

INDUP

PROJECT INFORMATIONNAME: ECONOMIC DEVELOPMENT CORPORATION OF KANSAS CITY, MISSOURICONTACT: BOB LANGENKAMPLOCATION: 300 WYANDOTTE STREET, KANSAS CITY, MISSOURI, 64105DESCRIPTION: TENANT INFILL OF AN EXISTING BUILDING. THE PROJECT CONSISTS OF APPROXIMATELY 8,485 SQ FT (USABLE) LOCATED ON THE FOURTH FLOOR AND WILL INCLUDE RENOVATED HVAC, ELECTRICAL, PLUMBING, INTERIOR PARTITIONS, CEILINGS AND MATERIAL FINISHES.

APPLICABLE DESIGN BUILDING CODES AND STANDARDS2012: INTERNATIONAL BUILDING CODE (IBC)2012: INTERNATIONAL FIRE CODE (IFC)2012: INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2011: NATIONAL ELECTRICAL CODE (NEC): NFPA 702012: INTERNATIONAL FUEL GAS CODE (IFGC)2012: INTERNATIONAL PLUMBING CODE (IPC)2012: INTERNATIONAL MECHANICAL CODE (IMC)2010 : ADA ACCESSIBILITY GUIDELINES (ADAAG)

PROJECT DATA SUMMARYOCCUPANCY CLASSIFICATION: B (8,485 SF / 100 = 84.85, 85); TOTAL OCCUPANCY: 85CONSTRUCTION TYPE: I-B ALLOWABLE AREA: UL (TABLE 503) ALLOWABLE HEIGHT: 160'ZONING: UR /// URBAN REDEVELOPMENTLAND USE CODE: 2310 (OFFICE)

INCIDENTAL USE AREAS - SEPARATION-PROTECTION REQUIREMENTS (TABLE 509)THE FOLLOWING INCIDENTAL USE AREAS SHALL BE SEPARATED FROM THE REMAINDER OF THE BUILDING BY CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE AND BY CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF FIRE OR PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. • STORAGE ROOMS + PRINT ROOMS OVER 100 SF: • MECHANICAL ROOMS, WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU/HR OUTPUT OR BOILERS

OVER 15 PSI/ 10 HP.

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS) - (TYPE IB; TABLE 601)STRUCTURAL FRAME (COLUMNS, GIRDERS, BEAMS, TRUSSES SPANDRELS):2 HRSBEARING WALLS (EXTERIOR): 2 HRSBEARING WALLS (INTERIOR): 2 HRSNON-BEARING WALLS (EXTERIOR): 0 HRSNON-BEARING WALLS (INTERIOR): 0 HRSFLOOR CONSTRUCTION (BEAMS, JOISTS, DECKING): 2 HRSROOF CONSTRUCTION (BEAMS, JOISTS, DECKING): 1 HRS

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (HRS) (TABLE 602)USE GROUP: B, BUSINESSFIRE SEPARATION DISTANCE IN FEET (HRS): X > 30' = 0 HRS RATING

OCCUPANCY LOAD CRITERIA (1004; TABLE 1004.1.2)(SEE CODE PLANS FOR OCCUPANCY AND EGRESS PLAN CALCULATIONS)

BUSINESS AREAS: 100SF GROSS / OCC.

EGRESS WIDTH PER OCCUPANT SERVED (FULLY SPRINKLERED BUILDING)STAIRWAYS (INCHES/ OCCUPANT): 0.2"

44" WIDE STAIR (44" CLEAR) = 220 MAX OCCUPANTS60" WIDE STAIR (60" CLEAR) = 300 MAX OCCUPANTS72" WIDE STAIR (72" CLEAR) = 360 MAX OCCUPANTS

OTHER EGRESS COMPONENTS (INCHES/ OCCUPANT): 0.15"36" DOOR (33" clear) = 220 MAX OCCUPANTS72" DOOR (68" clear) = 340 MAX OCCUPANTS

COMMON PATH OF EGRESS TRAVEL (1014.3)OCCUPANCY - B: 100'

EXIT ACCESS TRAVEL DISTANCE (1016.2)OCCUPANCY - B: 300'

NUMBER OF EXITS PER OCCUPANT LOAD (1015.1)1 EXITS: 49 MAX.2 EXITS: 1-5003 EXITS: 501-1,0004 EXITS: GREATER THAN 1000

NOTE: SECTION 1015.2.1, EXCEPTION 2 (WITH AN AUTOMATIC SPRINKLER SYSTEM): SEPARATION DISTANCE OF EXIT DOORS OR EXIT ACCESS SHALL NOT BE LESS THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION.

MINIMUM CORRIDOR WIDTH (1018.2)THE MINIMUM CORRIDOR WIDTH SHALL BE AS DETERMINED BY THE NUMBER OF OCCUPANTS SERVED, BUT NOT LESS THAN 44"; OR 36" CLEAR WITH A REQUIRED CAPACITY OF LESS THAN 50.

DEAD ENDS (1018.4)50' IN LENGTH

*** EXCEPTION 2. IN OCCUPANCIES IN GROUPS B, E, F, I-1, M, R-1, R-2, R-4, S AND U, WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE LENGTH OF THE DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET.

PLUMBING CODE REVIEW (TABLE 2902.1)THE PLUMBING FIXTURES ARE EXISTING AND SHARED AS PART OF THE CORE BUILDING. THESE ROOMS AND ENTAILED FIXTURES ARE N.I.C. AND NOT IN SCOPE.

MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES:

OCCUPANCY TYPE: B

WATER CLOSETS REQ. (MALE): 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50WATER CLOSETS REQ. (FEMALE): 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50LAVATORIES REQ. (M / F): 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80DRINKING FOUNTAINS: 1 PER 100SERVICE SINKS: 1

TOTAL OCCUPANTS : 85

OCC.. PEOPLE WCs LAVS. DRINKING FOUNTAINS REQ. / PROVIDED REQ./ PROVIDED REQ./ PROVIDED

M: 43 2 4 2 3 1 1W: 43 2 4 2 3 1 1 TOTAL: 86 4 8 4 6 1 2

HATCH PATTERN INDICATESBUILDING 'CORE' ; N.I.C.

WHITE INDICATESTENANT'S SPACE

HATCH PATTERN INDICATESADJACENT TENANT; N.I.C.

C4

A12

1 2 3 4

A

B

C

D

RECEPTION + WAITING001

461 SF/100

SM. CONF.003

253 SF/100

STORAGE002B

66 SF/100

LG. CONF.004

665 SF/100

HUDDLE005

239 SF/100

FOCUS006

32 SF/100

FOCUS007

32 SF/100

FOCUS008

34 SF/100

HUDDLE009

170 SF/100

OFFICE011

153 SF/100

OFFICE010

291 SF/100

OFFICE012

203 SF/100

OFFICE013

203 SF/100

OFFICE014

203 SF/100

WORK STATIONS015

2072 SF/100

PRINT020

123 SF/100

STORAGE021

159 SF/100

BREAK ROOM019

372 SF/100

WORKSTATIONS022

762 SF/100

OFFICE018

217 SF/100

OFFICE017

209 SF/100

OFFICE016

235 SF/100

44" C

LEAR

C4

A12


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OWNER:


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S FOWLER


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G001CODE SUMMARY

EDCHQ



1/16" = 1'‐0" RE: A12A301E6 KEY PLAN (FOURTH FLOOR)

1/8" = 1'‐0" RE: A12A301A12 CODE PLAN (FOURTH FLOOR)

NOT IN SCOPE

NOT IN SCOPE

GENERAL NOTES - PARTITIONS

1. REFER TO PARTITION TYPE SYMBOLS ON FLOOR PLANS.2. REFER TO CODE PLAN FOR MINIMUM REQUIRED FIRE RATING IN HOURS.3. PARTITION TYPES DO NOT INDICATE WHICH SIDE FINISH MATERIALS ARE APPLIED. REFER

TO FINISH PLAN + INTERIOR ELEVATIONS.4. REFER TO THE PROJECT MANUAL FOR MINIMUM GAGE STUDS, RUNNERS, FURRING

CHANNELS, MISC. ANGLES & CLIPS.5. FIRE RATED WALLS SHALL MAINTAIN FIRE RATING AS SCHEDULED CONTINUOUSLY TO

UNDERSIDE OF SLAB OR ROOF DECK.6. PARTITIONS ARE DIMENSIONED TO THE FACE OF THE GYPSUM/ VENEER/BACKER BOARD -

NOT APPLIED FINISH MATERIAL (i.e. VENEER, CERAMIC TILE, ETC.)7. COORDINATE THE LOCATION OF FIRE RATED PARTITIONS WITH CODE PLANS.8. HOLD ALL GYPSUM BOARD 1/2" ABOVE CONCRETE SLAB TO AVOID WICKING ACTION.9. CONTRACTOR TO PROVIDE FIRE RETARDANT BLOCKING IN FIRE RATED WALLS AS

NECESSARY TO MOUNT FIXTURES, RAILS, MILLWORK, AND ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS TO MEET APPLICABLE BUILDING CODES.

10. FIRE STOPPING IS REQUIRED AT: A. ALL PENETRATIONS THROUGH FIRE AND SMOKE RESISTIVE FLOOR AND ROOF CONSTRUCTION. B. ALL VOIDS AND JOINTS AT TOP AND BOTTOM OF ALL FIRE AND SMOKE RESISTIVE WALLS AND PARTITIONS. C. CONTROL AND EXPANSION JOINTS IN ALL FIRE / SMOKE RESISTIVE WALLS AND PARTITIONS AND FIRE RESISTIVE FLOOR AND ROOF CONSTRUCTION.

11. WHERE GYPSUM BOARD IS INDICATED TO BE INSTALLED AT WET LOCATIONS, INCLUDING BUT NOT LIMITED TO TOILETS AND JANITOR'S CLOSETS, MOISTURE AND MOLD-RESISTANT GYPSUM BOARD SHALL BE PROVIDED.

12. PROVIDE RESILIENT CHANNELS AT ALL PERIMETER WALLS OF OFFICES13. PROVIDE BATT INSULATION AT ALL PERIMETER WALLS OF OFFICES AND CONFERENCE

ROOMS14. ALL METAL STUD FRAMING TO EXTEND AND SECURE TO STRUCTURE

(G1) (G2)ONE LAYER OF 5/8" GWB ON ONE

SIDE OF 3 5/8" MTL STUD AND ACOUSTICAL BATT INSULATION WITH GYP UP TO STRUCTURE

ONE LAYER OF 5/8" GWB ON BOTH SIDES OF 3 5/8" MTL STUD

AND ACOUSTICAL BATT INSULATION WITH GYP UP TO

STRUCTURE

GYPSUM BOARD, 5/8" (092900)

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)


STEEL STUDS, 3 5/8" AT 16" O.C.(092216)

(F1)ONE LAYER OF ACOUSTICAL

FABRIC PANEL OVER 1/2" FIRE TREATED PLYWOOD ON BOTH

SIDES OF 3 5/8" MTL STUD WITH FRAMING UP TO STRUCTURE

PLYWOOD SHEATHING, 1/2"(061600)

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)

SOUND-ABSORBING PANEL, F-3(098433)

(M1)ONE LAYER OF MARBLE THIN

SLAB (MB-1) OVER CEMENTENTIOUS PANEL

SUBSTRATE ON BOTH SIDES OF 3 5/8" MTL STUD WITH FRAMING

UP TO STRUCTURE

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)

CEMENTITIOUS BACKER UNIT,1/2" (061600)

MARBLE PANELING (097513)



SUBSTRATE ON ONE SIDE OF 3 5/8" MTL STUD WITH FRAMING

UP TO STRUCTURE

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)





SUBSTRATE ON ONE SIDE AND 5/8" GWB ON THE OTHER SIDE

OF 3 5/8" MTL STUD WITH FRAMING UP TO STRUCTURE

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)




(P1)ONE LAYER OF PLANK WOOD

(WD-P) OVER 1/2" FIRE TREATED PLYWOOD PANEL

SUBSTRATE ON BOTH SIDES OF 3 5/8" MTL STUD AND

ACOUSTICAL BATT INSULATION WITH FRAMING UP TO

STRUCTURE

ACOUSTICAL BATT INSULATION(098100)



STEEL STUDS, 3 5/8" AT 16" O.C.(092216)


INTERIOR WOOD PLANK WALL(062023)

(P2)ONE LAYER OF PLANK WOOD

(WD-P) OVER 1/2" FIRE TREATED PLYWOOD PANEL

SUBSTRATE ON ONE SIDE OF 3 5/8" MTL STUD AND ACOUSTICAL BATT

INSULATION WITH FRAMING UP TO STRUCTURE

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)


INTERIOR WOOD PLANK WALL(062023)


(PH1)ONE LAYER OF 5/8" GWB ON

BOTH SIDES OF 3 5/8" MTL STUD AND TUBE STEEL STIFFENER

WITH GYP UP TO XXX

STEEL STUDS, 3 5/8" AT 16" O.C.(092216)


STEEL FRAMING AND SUPPORT(055000)

1/2" x 3 1/2" WOOD BASE; RE: SPECS

1/2" FRY REGLET REVEAL; RE: SPECS

5/8" GYP BD; RE: SPECS

3 5/8" METAL STUD FRAMING; RE: SPECS

EQ EQ 5' - 0"

8' - 1

1" F

.V.

18' - 10 3/4" F.V.

STOREFRONT @ ENTRY

3' - 11"

10' - 1 1/2" F.V.

8' - 1

1" F

.V.

EQ EQ EQ EQ 2' - 0"2' - 0"

2' - 2 1/2"

35' - 7" F.V.

8' - 1

1" F

.V.

F.V.

3' - 1

"

STOREFRONT @ LARGE CONFERENCE

DOOR; RE: SCHEDULE

STOREFRONT @ SMALL CONFERENCE

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

STOREFRONT @ FOCUS (X3) STOREFRONT @ OFFICE 010

20' - 8 1/4" F.V.

EQ EQ

8' - 1

1" F

.V.

6' - 1 1/2" F.V.

2' - 11"

8' - 1

1" F

.V.

STOREFRONT @ OFFICE 018STOREFRONT @ OFFICE 017STOREFRONT @ OFFICE 016STOREFRONT @ OFFICE 012, 013, 014

EQ EQ EQ EQ EQ EQ 3' - 0"4' - 0" 3' - 0" EQ EQ5' - 0"

STOREFRONT @ WEST SIDE ENTRY

STOREFRONT @ EAST SIDE ENTRY

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

DOOR; RE:

SCHED.

17' - 4 1/2" F.V. 14' - 10 3/4" F.V. 13' - 6 1/2" F.V. 13' - 6 1/4" F.V.

8' - 1

1" F

.V.

8' - 1

1" F

.V.

8' - 1

1" F

.V.

8' - 1

1" F

.V.

5' - 1 3/4" F.V.

1' - 11 1/4"

8' - 1

1" F

.V.

4' - 11 1/4" F.V.

8' - 1

1" F

.V.

SCHED.

RE:

RE: S

CHED

.

SCHED.

RE:

RE: S

CHED

.

TYPE ASOLID CORE;

SWING (PAINTED)

TYPE BSOLID CORE;

POCKET (WALNUT)

RE: S

CHED

.

SCHED.

RE:

TYPE CALUMINUM W/ FULL

LITE; SWING; SINGLE (ANODIZED)

0' - 2

1/4

"0'

- 4"

0' - 2 1/4"

RE: S

CHED

.

5' - 10"

TYPE DALUMINUM W/ FULL

LITE; SWING; DOUBLE (ANODIZED)

0' - 2

1/4

"0'

- 4"

0' - 2 1/4"

TYPE 1HOLLOW METAL;

PAINTED

TYPE 2WOOD; POCKET

DOOR TRIM (WALNUT)

TYPE 3ALUMINUM; NARROW

(ANODIZED)

TYPE 4ALUMINUM; MEDIUM

(ANODIZED)

0' - 2

"

0' - 2" 0' - 2" 0' - 1"0' - 1"

0' - 1

"

0' - 1 3/4" 0' - 1 3/4"

0' - 1

3/4

"

0' - 2

"

0' - 2" 0' - 2"

0' - 6

"

WALL FINISH MATERIAL

CEILING MATERIAL

CONTINUE WALL FINISH MATERIAL 6" MINIMUM ABOVE CEILING HEIGHT

CONTINUE WALL FRAMING TO STRUCTURE ABOVE; TYPICAL; WITH ACOUSTICAL BATT INSULATION AT OFFICES + CONFERENCE ROOMS

TEAR-AWAY BEAD AT TERMINATIONOF GYP SURFACE

5/8" GYP BD; RE: SPECS

1/2" PLYWOOD 'BUILD UP'; PAINT WITH SEMI-GLOSS EPOXY PAINT; COLOR TO MATCH ADJACENT WALL SURFACE

TUBE STEEL STIFFENER; RE: SPECS

HARDWOOD CAP TO MATCH WOOD BASE MATERIAL; ALIGN EDGES WITH DRYWALL; PAINT WITH SEMI-GLOSS EPOXY PAINT; TO MATCH ADJACENT WALL SURFACE


PRINCIPAL IN CHARGE





OWNER:


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S FOWLER


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11/19/2018 2:26:46 PM

G002GENERAL INFO

EDCHQ



1" = 1'-0"TYPES - WALLS

DOOR & FRAME SCHEDULE

DOORNUMBER

DOOR GLASSTYPE

FRAMEHARDWARE REFERENCED GENERAL NOTESTYPE MATERIAL WIDTH HEIGHT MATERIAL TYPE

000.1 C ALUM. + GLASS 3' - 0" 8' - 8 1/2" 1" IGU ALUM. 3000.2 C ALUM. + GLASS 3' - 0" 8' - 8 1/2" 1" IGU ALUM. 3001.1 D ALUM. + GLASS 6' - 0" 8' - 8 1/2" 1" IGU ALUM. 4002.1 A WOOD 3' - 0" 8' - 11" - H.M. 1002.2 B WOOD (WALNUT) 3' - 0" 8' - 11" - WOOD 2003.1 C ALUM. + GLASS 3' - 0" 8' - 8 1/2" 1" IGU ALUM. 4003.2 C ALUM. + GLASS 3' - 0" 8' - 11" 1" IGU ALUM. 4004.1 C ALUM. + GLASS 3' - 0 1/2" 8' - 11" 1" IGU ALUM. 4004.2 C ALUM. + GLASS 3' - 0" 8' - 11" 1" IGU ALUM. 4006.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 4007.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 4008.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 4010.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3012.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3013.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3014.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3014.2 C ALUM. + GLASS 3' - 0" 8' - 8 1/2" 1/4" TEMPERED ALUM. 3016.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3017.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3018.1 C ALUM. + GLASS 3' - 0" 8' - 11" 1/4" TEMPERED ALUM. 3020.1 B WOOD 3' - 6" 8' - 10" - WOOD 2

3" = 1'‐0"A5 TYPICAL BASE DETAIL

1/4" = 1'‐0"D12 STOREFRONT TYPES

1/4" = 1'‐0"B12 TYPES ‐ DOORS

1/4" = 1'‐0"A12 TYPES ‐ FRAMES

3" = 1'‐0"B5 TYPICAL DETAIL (WALL MEETS CEILING)

3" = 1'‐0"A7 TYPICAL CAP DETAIL

G12

1. AT LOCATIONS WHERE NEW WORK IS REQUIRED, INCLUDING BUT NOT LIMITED TO PLENUM SPACES, CHAISES, WALL CONSTRUCTION, AND CEILING HEIGHTS, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PREPARING BIDS.

2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ALL ADJACENT WORK NOT INDICATED TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND REPAIR CAUSED BY CONTRACTOR'S NEGLIGENT PERFORMANCE.

3. AT LOCATIONS WHERE PORTIONS OF WALL OR CEILING CONSTRUCTION AND DOORS OR WINDOWS AND THEIR FRAMES ARE SCHEDULED TO BE REMOVED, PATCH AND REPAIR ADJACENT WALL OR CEILING CONSTRUCTION WITH MATCHING FINISH MATERIAL AND CONSTRUCTION, UNLESS NOTED OTHERWISE.

4. PATCH HOLES IN FLOOR CONSTRUCTION AND WALLS CREATED BY REMOVAL OF DUCTWORK, CONDUITS AND PIPES. PROVIDE APPROPRIATE PENETRATION FIRESTOPPING TO MAINTAIN REQUIRED FIRE RATING.

5. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS FOR ASSOCIATED WORK.

6. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF PARTIALLY DEMOLISHED CONSTRUCTION AND STRUCTURAL ELEMENTS AS REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS.

7. ANY EXISTING TRASH / WASTE IS THE RESPONSIBILITY OF THE CONTRACTOR. 8. DEMO ANY BULKHEADS, OVERHEAD CONSTRUCTION, EXISTING ELEMENTS (THAT

DON'T SERVICE ANY OTHER PORTION OF THE BUILDING) THAT WILL INTRUDE OR OBSTRUCT WITH NEW CONSTRUCTION.

GENERAL NOTES - DEMOLITION

1 2 3 4

B

C

D

D1

D1

D2

D3

D2D3

D3

D2


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D101DEMO PLAN

EDCHQ



KEYNOTESKeyValue Keynote Text

D1 DASHED LINES INDICATE ELEMENT TO BE DEMOLISHED.D2 CAREFULLY REMOVE AND STORE WALL COVERINGS FOR RE-USE IN

PROJECT.D3 REMOVE ALL TINTED FILM ON EXISTING WINDOWS.

3/16" = 1'‐0" RE: A12A301A12 DEMOLITION PLAN (FOURTH FLOOR)

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

ENTIRE EXISTING TENANT FINISH TO BE DEMOLISHED; RE: SPECIFICATIONS

1 2 3 4

B

C

D

A12A301

C12A301

ID205 D12

461 SF


253 SF

SM. CONF.003

66 SF

STORAGE002B

665 SF

LG. CONF.004

239 SF

HUDDLE00532 SF

FOCUS006

32 SF

FOCUS007

34 SF

FOCUS008

170 SF

HUDDLE009

153 SF

OFFICE011

291 SF

OFFICE010

203 SF

OFFICE012

203 SF

OFFICE013203 SF

OFFICE014

2072 SF

WORK STATIONS015

123 SF

PRINT020

159 SF

STORAGE021

372 SF

BREAK ROOM019

762 SF

WORKSTATIONS022

ID206

G12

ID206A12

217 SF

OFFICE018

209 SF

OFFICE017

235 SF

OFFICE016

A111A9

A111A6

ID201

A111A12

ID201

A7

A12

D12

F12A301

A111D6

ID201

A4

P1 G1 P1

P1PH1

016.1

017.1

018.1014.1 013.1 012.1

P1

G1

G1

G1

CENTER ON MULLION

CENTER ON MULLION

13' -

9 1

/4"

F.V.

13' - 9 1/2"

A501A4

CENTER ON MULLION

P1

P1P1

13' - 10 1/4"

2' - 0

"

1' - 10 1/2"

13' -

6 1

/2"

13' - 9 1/2"

CENTER ON MULLION

004.1

004.2

003.1

000.100

0.2

010.1

014.2

4' - 0" CLEAR

5' - 0"

11' -

5 1

/4"

17' - 5"

17' - 5"

11' -

5 1

/4"

CLE A

R

5' - 1

3/4

"

1' - 6"

1' - 10 1/4"

0' - 6"

CLEA

R

5' - 0

"

0' - 4

1/4

"3'

- 0 1

/2"

12' -

5 1

/2"

14' - 1"

11' - 5"

20' -

8 1

/2"

9' - 11 3/4"

CLEAR

5' - 0"

35' -

7 1

/4" F

.V.

17' - 7 1/4"

1' - 1 1/2"

12' - 9 1/4"

17' - 5"

11' -

5 1

/4"

2' - 8 1/2"

13' - 9 1/2"

17' -

9 1

/4"

F.V.

13' -

6 1

/4" G1

0' - 7"

19' -

10"

38' - 0 1/2"

CLEAR

4' - 6"

A1A1

A3

A4 A4A4 A4

A5

A6

A6

G2G2

6' - 6 3/4"

6' - 0

1/4

"

5' - 1

"

G1

M3

002.2002.1 39 SF

SERVER002A

G6A601

A111G9

003.2

A1

A1A1A1

A1

A1

A1

C4

A12

17' - 10 3/4" 17' - 10 3/4" 17' - 10 3/4"

14' -

0"

14' -

0" 18

' - 0

"

1. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY, VERIFY ALL DIMENSION PRIOR TO START OF WORK. IN THE EVENT OF DISCREPANCY, NOTIFY ARCHITECT AND OBTAIN RESOLUTION BEFORE PROCEEDING.

2. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF WORK. FAILURE TO NOTIFY THE ARCHITECT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT.

3. WHERE EXISTING CONSTRUCTION AND GRIDS ARE INDICATED, CONTRACTOR SHALL VERIFY EXISTING DIMENSIONED GRIDS PRIOR TO PERFORMING LAYOUT WORK REQUIRED FOR INSTALLATION OF NEW WORK.

4. VERIFY EXISTING DIMENSIONS, CONDITIONS AND CLEARANCES PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS

5. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. (OUTSIDE OF RATED CHASES) THROUGH FLOOR SLABS AND RATED PARTITIONS ARE TO BE FIRE SEALED IN ACCORDANCE WITH FIRE RATED ASSEMBLY DESIGNS, APPLICABLE CODES AND FIRE MARSHAL'S REQUIREMENTS.

6. PROVIDE A MINIMUM OF 3/4" FIRE-RETARDANT TREATED WOOD BLOCKING OR 18 GA. MINIMUM STEEL PLATE BLOCKING AS REQUIRED WITHIN STEEL STUD FRAMED PARTITIONS FOR SECURE AND PROPER ATTACHMENT OF NEW WORK, INCLUDING BUT NOT LIMITED TO A/V EQUIPMENT, MILLWORK, VISUAL DISPLAY SURFACES, SIGNAGE, AND FURNISHINGS WHERE INDICATED ON PLANS.

7. WHERE WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN, REFINISH DISTURBED AREAS TO MATCH EXISTING FINISHES AND MATERIALS UNLESS NOTED OR DIRECTED OTHERWISE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS, AND DETAIL SHOWN ON THE DRAWINGS. ANY DISCREPANCIES WHICH WILL PREVENT THE ACCOMPLISHMENT OF INTENT SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. INDICATED CONDITIONS ARE NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF ACCURACY. IT IS EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN BY THE CONTRACTOR.

9. WHERE CONDUIT, PIPES, DUCTS, ETC. ARE INDICATED TO BE INSTALLED IN EXISTING WALLS AND NO FURRING IS SHOWN, THE WALLS SHALL BE NEATLY CHASED, CONDUITS, ETC. INSTALLED, AND WALLS PATCHED TO MATCH EXISTING. IN AREAS OF NEW PARTITIONS WHERE CONDUITS, DUCTS, PIPING, ETC, PASS THROUGH FINISHED SPACES, ROUTE WITHIN PARTITION CONSTRUCTION.

10. PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND REPAIR AND/OR REPLACE ANY ITEMS DAMAGED DURING THE COURSE OF THE WORK TO THE SATISFACTION AND APPROVAL OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER.

11. (######) INDICATES REFERENCED SPECIFICATIONS FOR PRODUCTS AND MATERIALS SHOWN ON THE DRAWINGS AND SPECIFIED IN THE PROJECT MANUAL.

GENERAL NOTES - FLOOR PLAN


PRINCIPAL IN CHARGE





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S FOWLER


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11/19/2018 2:21:55 PM

A101FLOOR PLAN

EDCHQ



3/16" = 1'-0" RE: A12A301A12 FLOOR PLAN (FOURTH FLOOR)


A1 ALUMINUM STOREFRONT SYSTEM AND GLAZING; 084113; RE: G002.A3 METAL COUNTERTOP AT THIS LOCATION; 057000.A4 EXISTING COLUMN; CLEAN, PATCH AND REPAIR AS REQUIRED.A5 NOTCH WALL AT THIS LOCATION TO ALIGN WITH CENTERLINE OF EXISTING

MULLION.A6 EXISTING GYP WALL AT THIS LOCATION; PATCH, REPAIR PRIOR TO

PAINTING.

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

0 5 10 20

4

C

A12A301

ID202

D12

ID202

G8

239 SF

HUDDLE005

170 SF

HUDDLE009

665 SF

LG. CONF.004

32 SF

FOCUS006

32 SF

FOCUS007

34 SF

FOCUS008

G4

D7

ID202

D4

A12

A8

ID203

G10

G8

G12

ID203

G4

G2

G6

ID203

D9

D7

D12

CENTER ONMULLION

CENTER ONMULLION

CENTER ONMULLION

2' - 5

1/2

"5'

- 0"

7' - 1"

1' - 0

"

12' -

6 1

/4"

10' - 6"

10' -

1 1

/4"

1' - 0

"5'

- 1 1

/2"

1' - 0

"

10' - 6"

5' - 0

"

7' - 1"

0' - 8"

0' - 8"

0' - 9

" F.

V.

2' - 1

"

2' - 10" 12' - 8 1/4"2' - 6 1/4"

5' - 1

0"5'

- 10"

6' - 1

1/2

"

007.1

M1

F1

M1

F1

M1

M1

P1

P2P1

P2P2P2

2' - 8 1/2" 14' - 11"

TYP. 0' - 3"

P2

ALIG

NAL

IGN

A3A401

P1

A7

A4

A1004.2

A10

A11

A11

A11

A1

008.1

006.1

G3A601

1

C372 SF

BREAK ROOM019

ID203

A9

ID203

A4

ID203D5

ID203 A12

217 SF

OFFICE018

G12A601

A12A401

G9A601

ID205

G11

ID205

G7

3' - 0" CLEAR

3' - 0" CLEAR

2' - 0

"

3' - 9

1/4

"

8' - 6

1/4

"3'

- 2"

4' - 0

"2'

- 1"

12' - 3"

1' - 4 3/4"

1' - 0

1/4

"2'

- 0"

0' - 1

3/4

"

6' - 1

"

0' - 5 1/2"15' - 2 1/2"

1' - 0"

9' - 2" 4' - 5 3/4"

P1

P1

A4

A8

A2

A2

A12

A13

A1

1' - 0"

1' - 6"

A17

2

C

ID204

A12

A4

A8

ID204

D4

159 SF

STORAGE021

123 SF

PRINT020

D8

G1

G1

G1

G1

G2G2

G1

G1

G1G1

16' - 10 3/4"

CLEAR

3' - 6 1/2"

3' - 6

"3'

- 10

1/2"

11' -

10"

2' - 5" 12' - 6"

1' - 2 3/4"

2' - 8

1/2

"

2' - 1"

2' - 1

"

8' - 1

1 3/

4"020.1

A16A16

A15

A18

A17G1

G2

F6A401

F3A401

A9A401

F9A401

ID201

E11

E6

ID201C11ID201 C8

6' - 2

"1'

- 11"

9' - 11 3/4" 12' - 1"

SM. CONF.003

M2M1

M2

19' - 5 1/2"

A8

A9

A9A601

A6A601

A3A601

A12A601

A6A401

M2

M2

M3

G1M3

SERVER002A

ALIG

N ALIG

N

A6

2' - 0" 6' - 0" 8' - 0"

0' - 8

"0'

- 4"

1' - 1

1"

0' - 3

"3' - 0"

2' - 3

"0'

- 3"

0' - 8

"

1' - 0"

12' - 0"

A21

A21

A8





5. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. (OUTSIDE OF RATED CHASES) THROUGH FLOOR SLABS AND RATED PARTITIONS ARE TO BE FIRE SEALED IN ACCORDANCE WITH FIRE RATED ASSEMBLY DESIGNS, APPLICABLE CODES AND FIRE MARSHAL'S REQUIREMENTS.

6. PROVIDE A MINIMUM OF 3/4" FIRE-RETARDANT TREATED WOOD BLOCKING OR 18 GA. MINIMUM STEEL PLATE BLOCKING AS REQUIRED WITHIN STEEL STUD FRAMED PARTITIONS FOR SECURE AND PROPER ATTACHMENT OF NEW WORK, INCLUDING BUT NOT LIMITED TO A/V EQUIPMENT, MILLWORK, VISUAL DISPLAY SURFACES, SIGNAGE, AND FURNISHINGS WHERE INDICATED ON PLANS.

7. WHERE WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN, REFINISH DISTURBED AREAS TO MATCH EXISTING FINISHES AND MATERIALS UNLESS NOTED OR DIRECTED OTHERWISE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS, AND DETAIL SHOWN ON THE DRAWINGS. ANY DISCREPANCIES WHICH WILL PREVENT THE ACCOMPLISHMENT OF INTENT SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. INDICATED CONDITIONS ARE NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF ACCURACY. IT IS EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN BY THE CONTRACTOR.

9. WHERE CONDUIT, PIPES, DUCTS, ETC. ARE INDICATED TO BE INSTALLED IN EXISTING WALLS AND NO FURRING IS SHOWN, THE WALLS SHALL BE NEATLY CHASED, CONDUITS, ETC. INSTALLED, AND WALLS PATCHED TO MATCH EXISTING. IN AREAS OF NEW PARTITIONS WHERE CONDUITS, DUCTS, PIPING, ETC, PASS THROUGH FINISHED SPACES, ROUTE WITHIN PARTITION CONSTRUCTION.

10. PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND REPAIR AND/OR REPLACE ANY ITEMS DAMAGED DURING THE COURSE OF THE WORK TO THE SATISFACTION AND APPROVAL OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER.

11. (######) INDICATES REFERENCED SPECIFICATIONS FOR PRODUCTS AND MATERIALS SHOWN ON THE DRAWINGS AND SPECIFIED IN THE PROJECT MANUAL.

GENERAL NOTES - FLOOR PLAN

ID201

G6

G11ID202

G12

001.1

G2D11A601

D4A601

D8A601

A19

A1

F.V.

10' - 1 1/2"

A20 A7

A6

A6

1' - 2

1/2

"2'

- 0"

17' - 8 1/2" 2' - 8 1/2" 13' - 0" 1' - 11 1/4"

33' - 5" 1' - 11 1/4"

A6


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


Printed


RELEASE SCHEDULE

NO. RELEASE DATE

12 11 10 9 8 7 6 5 4 3 2 1

12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:22:12 PM

A111ENLARGED FLOOR PLANS

EDCHQ



3/8" = 1'-0" RE: A12A101A12 @ FOCUS + HUDDLE3/8" = 1'-0" RE: A12A101A9 @ BREAK ROOM + CAFE

3/8" = 1'-0" RE: A12A101A6 @ STORAGE + PRINT

3/8" = 1'‐0" RE: A12A101D6 @ RECEPTION


A1 ALUMINUM STOREFRONT SYSTEM AND GLAZING; 084113; RE: G002.A2 AGGREGATE AND RESINOUS COUNTERTOP; 123600.A4 EXISTING COLUMN; CLEAN, PATCH AND REPAIR AS REQUIRED.A6 EXISTING GYP WALL AT THIS LOCATION; PATCH, REPAIR PRIOR TO PAINTING.A7 MARBLE COUNTERTOP AT THIS LOCATION; 093033.A8 WALNUT BUTCHER BLOCK COUNTER AT THIS LOCATION; 062023; RE:

INTERIOR ELEVATIONS + DETAILS.A9 MARBLE FLOORING AT THIS LOCATION; 093033.A10 EXISTING EXTERIOR GLAZING; REMOVE ALL TINTING, ADHESIVE, RESIDUE

AND CLEAN AS NECESSARY.A11 1/2" TEMPERED GLAZING WITH CONCEALED C CHANNEL AND CLEAR

SILICONE; 088000.A12 METAL (VENEER) BANQUETTE AT THIS LOCATION (057000) WITH

UPHOLSTERED SEAT CUSHIONS (F-1)(125200).A13 EXPOSED CONCRETE FLOOR IN CAFE AREA; TO BE SEALED; 033543.A15 LAMINATE CASEWORK (064116) WITH RESINOUS COUNTERTOP (123600).A16 DASHED LINE INDICATE PRINTERS AT THIS LOCATION; RE: ELECTRICAL AND

COORDINATE WITH OWNER.A17 DASHED LINE INDICATE UPPER CABINETS (064116); RE: INTERIOR

ELEVATIONS.A18 LAMINATE CASEWORK AT THIS LOCATION; 064116.A19 PLANK WOOD (WD-P) BANQUETTE AT THIS LOCATION (057000) WITH

UPHOLSTERED SEAT CUSHIONS (F-1)(125200).A20 PLANK WOOD (WD-P) WASTE ENCLOSURE TO MATCH MILLWORK WITH WHITE

POWDERCOATED RING TRIM.A21 WALNUT VENEER CASEWORK AT THIS LOCATION; 062023; RE: DETAILS.

3/8" = 1'‐0" RE: A12A101G9 @ WAITING + LARGE CONFERENCE

1 2 3 4

C

D

A12A301

C12A301

F12A301

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

WD - P11' - 6"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

MBL10' - 0"AFF

ACT8' - 11"AFF

ACT8' - 11"AFF

NOT IN SCOPE

NOT IN SCOPE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

L7

ACT8' - 11"AFF

L1.1

L1.3

11' ‐ 10 1/2"

ACT8' - 11"AFF

L7L7L7

L4

L6L6L6

L3

L5

L4

L4

L4

L4L5

L5

L2

L2

L2

L2

L2L2L2

L2

L2

L2

L2

L2

L2

L1.2

A12A501

L2

C4A501

C2

C2

C2C2C2

C2

C2

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C2

L2

C5

C5

C4

1. CEILING HEIGHTS INDICATED ARE MEASURED FROM MAIN FLOOR BENCHMARK ELEVATION OF 0'-0".

2. WHERE RECESSED LIGHT FIXTURES ARE INDICATED TO BE INSTALLED IN ACOUSTICAL TILE CEILINGS, FIXTURES ARE TO BE INSTALLED AT EDGE OF TILE AND DIRECTLY ABUTTING GRID UNLESS NOTED OTHERWISE.

3. SPRINKLER HEADS SHALL BE INSTALLED AT CENTER OF ACOUSTICAL TILE WHEN REQUIRED IN AREAS WITH ACOUSTICAL TILE CEILINGS. EXACT LOCATIONS AT ALL OTHER VISUALLY PROMINENT LOCATIONS SHALL BE COORDINATED WITH ARCHITECT.

4. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND SPECIFICATIONS.5. COORDINATE FINAL MOUNTING LOCATION OF EXIT SIGNS, HORN STROBES, AND OTHER

CEILING MOUNTED FIRE EXIT DEVICES WITH ARCHITECT PRIOR TO INSTALL.6. REFER TO MECHANICAL DRAWINGS FOR DIFFUSERS, THERMO-STATS, AND OTHER

MECHANICAL RELATED EQUIPMENT AND DEVICES.

GENERAL NOTES - REFLECTED CEILING PLAN

L1.1

LIGHT FIXTURE LEGEND (BASIS OF DESIGN)SELUX M60 LED DIRECT/INDIRECT SUSPENDED FIXTURE; L6DI; 8'-0" LENGTH

L1.2 SELUX M60 LED DIRECT/INDIRECT SUSPENDED FIXTURE; L6DI; 6'-0" LENGTH

L1.3 SELUX M60 LED DIRECT/INDIRECT SUSPENDED FIXTURE; L6DI; 4'-0" LENGTH

L2 SELUX M60 LED RECESSED; 2'-0" LENGTH

L3 ESTILUZ, REVOLTA PENDANT, SINGLE, BLACK

*** LIGHT FIXTURE LEGEND FOR FINISH, LOCATION OF FIXTURES AND GENERAL INFORMATION ONLY. REFER TO MEP DRAWINGS FOR EXACT FIXTURE SPECIFICATION. ***

L4 VIBIA, WIREFLY PENDANT, 2D, BLACK

L5 PABLO DESIGNS, BOLA DISC PENDANT, 22" DIA., WHITE

L6 ARTEK, A110 HAND GRENADE PENDANT, BLACK

L7 ESTILUZ, VOLTA WALL SCONCE, BLACK

TYPE#'-#"AFF

REFLECTED CEILING PLAN SYMBOLS

ROOM NAME####

ROOM NAMEROOM NUMBER

CEILING MATERIAL AND FINISH TYPECEILING HEIGHT

GYPSUM BOARD

?

OR

ACOUSTICAL CEILING TILE

DIFFUSER/RETURN GRILL. RE: MECHANICAL

RECESSED LIGHT FIXTURE. RE: ELECTRICAL.

REFLECTED CEILING PLAN KEYNOTE


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


Printed


RELEASE SCHEDULE

NO. RELEASE DATE

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12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:22:24 PM

A151REFLECTED CEILING PLAN

EDCHQ



3/16" = 1'‐0" RE: A12A301A12 REFLECTED CEILING PLAN


C2 ACOUSTICAL PANEL AT THIS LOCATION; 095446C3 HATCH DENOTES WALNUT VENEER PANEL AT PERIMETER OF CEILING TILE;

062023C4 PLYWOOD 'FLOATING' SHELVING; RE: SPECIFICATIONS + DETAILSC5 UPPER CABINETS AT THIS LOCATION; RE: INTERIOR ELEVATIONS +

SPECIFICATIONS.

0 5 10 20

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

1 2 3 4C12A301

F12A301

OFFICE012

OFFICE013

OFFICE014

OFFICE018

OFFICE011

FOCUS007

HUDDLE005

014.2

G6A601

G1G1G1

P1

OPEN TO BEYOND

M1P1

OPEN TO BEYOND

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

CDA12A301

C4A501

WORK STATIONS015


003.2 003.1OPEN TO BEYOND

OPEN TO BEYOND

PH1

M2

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

C DA12A301

WORKSTATIONS022

WORK STATIONS015

020.1

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

G1 P1


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


Printed


RELEASE SCHEDULE

NO. RELEASE DATE

12 11 10 9 8 7 6 5 4 3 2 1

12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:22:44 PM

A301SECTIONS

EDCHQ



1/4" = 1'‐0" RE: A12A101A12 SECTION

1/4" = 1'‐0" RE: A12A101C12 SECTION

1/4" = 1'‐0" RE: A12A101F12 SECTION

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"B.O.C. (BEAM)11' - 10 1/2"

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

FINISH FLOOR0' - 0"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

FINISH FLOOR0' - 0"

FINISH FLOOR0' - 0"

FINISH FLOOR0' - 0"


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


Printed


RELEASE SCHEDULE

NO. RELEASE DATE

12 11 10 9 8 7 6 5 4 3 2 1

12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:22:49 PM

A401WALL SECTIONS

EDCHQ



3/4" = 1'‐0" RE: A9A111A12 @ KITCHENETTE CASEWORK3/4" = 1'‐0" RE: A12A111A3 @ CONFERENCE CASEWORK (LARGE)

3/4" = 1'‐0" RE: D6A111A6 @ CONFERENCE CASEWORK (SMALL)3/4" = 1'‐0" RE: A6A111A9 @ KITCHEN (FULL HEIGHT STORAGE)

3/4" = 1'‐0" RE: A6A111F3 @ PRINT ROOM3/4" = 1'‐0" RE: A6A111F6 @ STORAGE (SHELVING)

3/4" = 1'‐0" RE: A6A111F9 @ PRINT 021 (WEST WALL)

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"

B.O.C. (BEAM)11' - 10 1/2"

B.O.C. (SLAB)14' - 10 1/2"

B.O.C. (TEE)12' - 4 1/2"


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


Printed


RELEASE SCHEDULE

NO. RELEASE DATE

12 11 10 9 8 7 6 5 4 3 2 1

12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:25:51 PM

A501DETAILS

EDCHQ



1 1/2" = 1'‐0" RE: A12A151A12 @ WALNUT BULKHEAD1 1/2" = 1'‐0" RE: E11ID201A8 @ RECEPTION CEILING

1 1/2" = 1'‐0" RE: A12A151C4 @ ACOUSTICAL PANEL (CEILING)

1 1/2" = 1'‐0" RE: A12A101A4 @ OFFICE FRONTS


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


Printed


RELEASE SCHEDULE

NO. RELEASE DATE

12 11 10 9 8 7 6 5 4 3 2 1

12 11 10 9 8 7 6 5 4 3 2 1

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11/19/2018 2:26:01 PM

A601CASEWORK DETAILS

EDCHQ



1 1/2" = 1'‐0" RE: D6A111A12 @ RECEPTION DESK1 1/2" = 1'‐0" RE: D6A111A9 @ RECEPTION DESK

1 1/2" = 1'‐0" RE: D6A111A6 @ RECEPTION DESK1 1/2" = 1'‐0" RE: D6A111A3 @ RECEPTION DESK

1 1/2" = 1'‐0" RE: A12A101G6 @ STORAGE (OFFICE 011)1 1/2" = 1'‐0" RE: A9A111G9 @ ISLAND (BREAK ROOM 019)

1 1/2" = 1'‐0" RE: A12A111G3 @ COUNTER (FOCUS 006, 007, 008)

1 1/2" = 1'‐0" RE: G9A111D11 @ BENCH (WAITING 001)1 1/2" = 1'‐0" RE: G9A111D8 @ COUNTER (LG CONF 004)

1 1/2" = 1'‐0" RE: G9A111D4 @ WASTE CABINET (LG CONF 004)

1 1/2" = 1'‐0" RE: A9A111G12 @ BANQUETTE (BREAK ROOM 019)

ACT-1 ACOUSTICAL CEILING TYPE - 1ARMSTRONG DC FLEXZONE 'SUPRAFINE'; 9/16" EXPOSED TEEWITH ULTIMA CEILING PANELS; 2 FT X 2 FT; WHITE

SS-1 SOLID-SURFACE MATERIAL TYPE - 1

CPT-1 TILE CARPETING TYPE - 1

F-1 FABRIC TYPE - 1

PL-1 PLASTIC LAMINATE TYPE 1

P-1 PAINT COLOR TYPE - 1



RB-1 RESILIENT BASE TYPE - 1

SC-1 SEALED CONCRETE TYPE - 1

T-1 TILE TYPE - 1

WD-P WOOD TYPE - 1

WB-1 WOOD BASE TRIM TYPE - 1

064116 & 123623

096513

033300

123661

093000

064113 & 064216

064600

095123

096813

099113 & 099123

099113 & 099123

099113 & 099123

BENTLEY; COHORT 8OHT5; NICKEL + DIME 400359; 18 X 36 CARPET TILE WITH NEXSTEP CUSHION TILE

ARCHITEX; LAKOTA; BEAU (FAUX LEATHER AT BANQUETTE SEAT CUSHION)

SHERWIN WILLIAMS; SW 7006; EXTRA WHITE

SHERWIN WILLIAMS; SW 7674; PEPPERCORN

NOT USED

FORMICA; 912C-58; STORM; MATTE FINISH

ROPPE, JOHNSONITE OR EQUAL

T.B.D.

RECYCLED SURFACES; G103

PORCELANOSA; AURA GOLD POLISHED; 47" X 98"

WHITE OAK, ASH, MAPLE OR EQUAL; 1 x 6; S4S; SELECT GRADE WITH 3 PART GEL POLY PROTECTIVE TOP COAT

PAINT GRADE POPLAR OR EQUAL

ROOM FINISH AND MATERIALS LEGEND

WD-W WOOD TYPE - 1 064113 & 064216BLACK WALNUT; AA GRADE; 1/16" THICKNESS; ON PLYWOOD SUBSTRATE; FINISHED WITH 3 PART PROTECTIVE TOPCOAT

F-2 FABRIC TYPE - 2DESIGNTEX; WANNABE; 6646-802; PAYNE'S GREY(ACOUSTIC WALL PANEL - LIGHT GRAY)

F-3 FABRIC TYPE - 3DESIGNTEX; WANNABE; 6646-803; SLATE(ACOUSTIC WALL PANEL - DARK GRAY)

F-4 FABRIC TYPE - 4MAHARAM; STAR BY KVADRAT; 465966; 547(CURTAINS - COLOR RED, TYPE A)

F-5 FABRIC TYPE - 5MAHARAM; STAR BY KVADRAT; 465966; 667(CURTAINS - COLOR RED, TYPE B)

F-6 FABRIC TYPE - 6MAHARAM; STAR BY KVADRAT; 465966; 687(CURTAINS - COLOR RED, TYPE C)

F-7 FABRIC TYPE - 7MAHARAM; STAR BY KVADRAT; 465966; 357(CURTAINS - COLOR RED, TYPE D)

MT-1 METAL TYPE - 1 057000COLD ROLLED BLACKENED METAL VENEER WITH PROTECTIVE TOP COAT

MB-1 MARBLE TYPE - 1 093033'THIN SLAB' MARBLE; PHENIX MARBLE; NAPOLEON (VEIN CUT)

QZ-1 QUARTZ TYPE - 1 123661CAESARSTONE; 3100; JET BLACK; 3CM THICKNESS

F-8 FABRIC TYPE - 8MAHARAM; STAR BY KVADRAT; 465966; 222(CURTAINS - COLOR OFF-WHITE, TYPE A)

120500

120500

120500

120500

120500

120500

120500

120500

1. GENERAL CONTRACTOR TO ENSURE ALL FLOORS AND WALLS ARE PROPERLY PREPARED FOR SPECIFIED FINISH.

2. ALL FLOOR FINISH CHANGES ARE TO PROVIDE PROPER TRANSITION STRIPS, AND FLOOR LEVELING AS REQUIRED.

3. CHANGES IN FLOOR FINISHES SHALL OCCUR AT THE CENTER OF THE DOOR IN THE CLOSED POSITION. AT OPENINGS WHERE NO DOOR IS INDICATED, THE CHANGE IN FLOOR FINISH WILL ALIGN WITH THE OUTSIDE EDGE OF THE OPENING UNLESS OTHERWISE NOTED.

4. ALL CARPET SEAMS ARE TO BE PROPERLY BLENDED, USING MANUFACTURER'S RECOMMENDATIONS. RE: SPECIFICATIONS.

5. UNLESS OTHERWISE NOTED: ALL WALL INTERIOR PAINT FINISHES SHALL BE A "CLEANABLE/ SCRUBBABLE" EGGSHELL OR MATTE PAINT.

6. UNLESS OTHERWISE NOTED: ALL PAINT SHALL BE COMPLIANT WITH LEED V3 CREDIT 4: LOW EMITTING MATERIALS.

7. UNLESS OTHERWISE NOTED: ALL ADHESIVES AND SEALANTS SHALL BE COMPLIANT WITH LEED V3 CREDIT 4: LOW EMITTING MATERIALS

8. UNLESS OTHERWISE NOTED: PAINT ALL HOLLOW METAL DOORS AND FRAMES TO MATCH ADJACENT WALL. ANY PAINT TRANSITION ON A DOOR FRAME OR DOOR SHALL OCCUR ON THE INSIDE CORNER OF THE CLOSED DOOR.

9. UNLESS OTHERWISE NOTED: PAINT ALL GRILLES, REGISTERS, AND DIFFUSERS TO MATCH ADJACENT SURFACE.

10. REFER TO INTERIOR ELEVATION DRAWINGS FOR WALLS WITH MULTIPLE FINISHES.11. ALL EXPOSED CONCRETE TO BE CLEANED OF ALL ADHESIVES, ABANDONED

ATTACHMENTS, PAINT, ETC. PATCH, REPAIR, FILL AS NEEDED.

GENERAL NOTES - FINISH PLAN

1 2 3 4

C

D

RECEPTION+ WAITING001VARIES

VARIESVARIES

SM. CONF.003VARIES

CPT-1WB-1

STORAGE002BP-1

CPT-1WB-1

LG. CONF.004VARIES

CPT-1WB-1

HUDDLE005VARIES

CPT-1VARIES

FOCUS006MB-1

CPT-1MB-1

FOCUS007MB-1

CPT-1MB-1

FOCUS008MB-1

CPT-1MB-1

HUDDLE009VARIES

CPT-1VARIES

OFFICE011VARIES

CPT-1VARIES

OFFICE010WD-P

CPT-1WD-P

OFFICE012WD-P

CPT-1WD-P

OFFICE013WD-P

CPT-1WD-P

OFFICE014WD-P

CPT-1WD-P

WORKSTATIONS015

P-1

CPT-1WB-1

PRINT020P-2

CPT-1RB-1

STORAGE021P-2

CPT-1RB-1

BREAKROOM019

WD-P

SC-1WD-P

WORKSTATIONS022VARIES

CPT-1VARIES

OFFICE018WD-P

CPT-1WD-P

OFFICE017WD-P

CPT-1WD-P

OFFICE016WD-P

CPT-1WD-P

SERVER002AP-1

CPT-1WB-1

ROOM FINISH TAG KEY

WALL

BASE

FLOOR

ROOM NUMBER | ROOM NAME


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11/19/2018 2:27:18 PM

ID101FINISH PLAN + LEGEND

EDCHQ



FINISH SCHEDULENumber Room Floor Finish Base Finish North Wall East Wall South Wall West Wall Casework Countertop Ceiling Finish Comments

001 RECEPTION + WAITING VARIES VARIES P-1 - MB-1 WD-W VARIES; RE: DETAILS MB-1 ACT-1 + MB-1002A SERVER CPT-1 WB-1002B STORAGE CPT-1 WB-1 P-1 P-1 P-1 P-1 - - ACT-1003 SM. CONF. CPT-1 WB-1 MB-1 DMT-1 P-1 P-2 MT-1 SS-1 ACT-1004 LG. CONF. CPT-1 WB-1 P-1 EXIST. WD-P DMT-1 WD-P MB-1 O.T.S.005 HUDDLE CPT-1 VARIES WD-P EXIST. MB-1 F-3 - - O.T.S.006 FOCUS CPT-1 MB-1 MB-1 F-3 MB-1 DMT-2 - WD-W ACT-1007 FOCUS CPT-1 MB-1 MB-1 F-3 MB-1 DMT-2 - WD-W ACT-1008 FOCUS CPT-1 MB-1 MB-1 F-3 MB-1 DMT-2 - WD-W ACT-1009 HUDDLE CPT-1 VARIES MB-1 EXIST. WD-P F-3 - - O.T.S.010 OFFICE CPT-1 WD-P WD-P EXIST. EXIST. DMT-2 - - ACT-1011 OFFICE CPT-1 VARIES - P-1 - WD-P MT-1 MT-1 ACT-1012 OFFICE CPT-1 WD-P P-1 WD-P DMT-2 WD-P - - ACT-1013 OFFICE CPT-1 WD-P P-1 WD-P DMT-2 WD-P - - ACT-1014 OFFICE CPT-1 WD-P P-1 WD-P DMT-2 WD-P - - ACT-1015 WORK STATIONS CPT-1 WB-1 P-1 P-1 EXIST. P-1 - - O.T.S.016 OFFICE CPT-1 WD-P WD-P DMT-2 EXIST. EXIST. - - ACT-1017 OFFICE CPT-1 WD-P WD-P DMT-2 WD-P EXIST. - - ACT-1018 OFFICE CPT-1 WD-P WD-P DMT-2 WD-P EXIST. - - ACT-1019 BREAK ROOM SC-1 WD-P WD-P - WD-P EXIST. VARIES; RE: DETAILS SS-1 O.T.S.020 PRINT CPT-1 RB-1 P-2 P-2 P-2 P-2 PL-1 SS-1 ACT-1021 STORAGE CPT-1 RB-1 P-2 P-2 P-2 P-2 PL-1 - ACT-1022 WORKSTATIONS CPT-1 VARIES P-1 P-1 WD-P + P-2 EXIST. - - VARIES; RE: RCP

3/16" = 1'‐0" RE: A12A301A12 FINISH PLAN

KEYNOTESKey Value Keynote Text

L3


OPEN TO BEYOND

WALNUT (WD-W) VENEER ATRECEPTION DESK; 093033.

A9A601

A6A601

A3A601

A12A601

0' - 2"

7' - 10" 6' - 0"

1' - 10"0' - 2"


WALNUT BUTCHER BLOCKCOUNTER AT THIS LOCATION;062023; RE: INTERIORELEVATIONS + DETAILS.

WALNUT BUTCHER BLOCKPRIVACY PANEL + BASE; 062023;RE: INTERIOR ELEVATIONS +DETAILS.


001.1

TTT

ALUMINUM STOREFRONTSYSTEM AND GLAZING; 084113.

PAINTED WALL AT THISLOCATION; RE: FINISH PLAN +LEGEND; 099123.

D11A601

PLANK WOOD (WD-P)BANQUETTE AT THIS LOCATION;093033; WITH FABRIC (F-1)CUSHION; 120500.

A8A501


A9A601

A6A601

A3A601

A12A601

L3




0' - 2"

7' - 10"6' - 0"1' - 10"

0' - 2"

OPEN TO BEYOND

002.2

MARBLE (MB-1) PANEL ATRECEPTION DESK AND SIDES;093033.

WALNUT VENEER POCKET DOORAT THIS LOCATION; RE: DOORSCHEDULE ANDSPECIFICATIONS.

EQ EQ EQ EQ EQ

OPEN TO BEYOND

L3

GYP BULKHEAD; RE: DETAIL;092900.





OPEN TO BEYOND

L3


PLANK WOOD (WD-P)BANQUETTE AT THIS LOCATION;093033; WITH FABRIC (F-1)CUSHION; 120500.


MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.


WALNUT VENEER MILLWORK ATTHIS LOCATION; 093033.

OPEN TO BEYOND

METAL VENEER CABINETFRONTS, SIDES AND BASE;057000.

GYP WALL TO BE PAINTED (P-1);092900.

G6A601

PH1

G1

OPEN TO BEYOND


PAINTED WOOD BASE; 062023;RE: DETAIL.


METAL COUNTERTOP AT THISLOCATION; 057000.

DASHED LINE INDICATES WALLBEHIND.GYP WALL TO BE PAINTED (P-1);

092900.


G6A601

EQEQ

PAINTED WALL AT THISLOCATION; RE: FINISH PLAN +LEGEND; 099123.

DASHED LINE DENOTES MEDIA /TV DIGITAL DISPLAY; PROVIDEFIRE TREATED BLOCKING INWALL; COORDINATE WITH A/VSUB.


A6A401

EQEQEQEQEQEQEQEQ

MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.

WALNUT VENEER MILLWORK ATTHIS LOCATION; 093033.

MARBLE (MB-1) COUNTERTOP ATTHIS LOCATION; 093033.


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

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11/19/2018 2:27:39 PM

ID201INTERIOR ELEVATIONS

EDCHQ



3/8" = 1'‐0" RE: G9A111G11 @ RECEPTION DESK (FRONT)3/8" = 1'‐0" RE: G9A111G6 @ ENTRY + WAITING

3/8" = 1'‐0" RE: D6A111E11 @ RECEPTION DESK (BACK)3/8" = 1'‐0" RE: D6A111E6 @ FEATURE WALL (BEHIND RECEPTION)

3/8" = 1'‐0" RE: D6A111C11 @ RECEPTION DESK (SIDE)3/8" = 1'‐0" RE: D6A111C8 @ RECEPTION DESK (SIDE)

3/8" = 1'‐0" RE: A12A101A7 @ LOW STORAGE (OFFICE)3/8" = 1'‐0" RE: A12A101A4 @ LOW STORAGE (CORRIDOR)

3/8" = 1'‐0" RE: A12A101A12 @ SM CONF (SOUTH)

3/8" = 1'‐0" RE: A12A101C4 @ SM CONF (NORTH)

G1


ACOUSTICAL FABRIC WRAPPEDPANEL; RE: DETAIL +SPECIFICATIONS; 095446.

D4A601

D8A601

EQ EQ EQ EQ EQ EQ EQ EQ


PLANK WOOD (WD-P) MILLWORKAT THIS LOCATION; 093033; RE:DETAILS.

A3A401

PLANK WOOD WALL FINISH ATTHIS LOCATION (WD-P); 093033.

P2

P1

PLANK WOOD (WD-P) MILLWORKAT THIS LOCATION; 093033; RE:DETAILS.



EXISTING CONCRETE BEAM TOBE EXPOSED AT THIS LOCATION;CLEAN, PATCH, REPAIR ASREQUIRED.

OPEN TO BEYOND

P1


EXISTING CONCRETE COLUMNTO BE EXPOSED AT THISLOCATION; CLEAN, PATCH,REPAIR AS REQUIRED.


OPEN TO BEYOND

M1M1MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.



DASHED LINE INDICATES WALLBEHIND.DASHED LINE INDICATES WALLBEHIND.

TT OPEN TO BEYOND

EXISTING DOUBLE TEESTRUCTURE TO BE EXPOSED ATTHIS LOCATION; CLEAN, PATCH,REPAIR AS REQUIRED.

WALNUT FRIEZE + BULKHEADVENEER WALL AT THISLOCATION; 093033.


ACOUSTIC PANEL WALL AT THISLOCATION; MATERIAL TO WRAPSIDES & RETURNS; 120513.

FULL HEIGHT TEMPEREDGLAZING WITH RECESSEDC-CHANNEL; 088000.


OPEN TO BEYOND

MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.


DASHED LINE INDICATES WALLBEHIND.DASHED LINE INDICATES WALLBEHIND.

M1M1

OPEN TO BEYOND




T

OPEN TO BEYOND







PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


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RELEASE SCHEDULE

NO. RELEASE DATE

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11/19/2018 2:27:56 PM


EDCHQ



3/8" = 1'‐0" RE: G9A111G12 @ MAIN CONFERENCE (NORTH WALL)3/8" = 1'‐0" RE: A12A111G8 @ MAIN CONFERENCE (SOUTH WALL)

3/8" = 1'‐0" RE: A12A111G4 @ HUDDLE 005 (NORTH WALL)

3/8" = 1'‐0" RE: A12A111D12 @ HUDDLE 005 (SOUTH WALL)3/8" = 1'‐0" RE: A12A111D7 @ HUDDLE 005 (WEST WALL)

3/8" = 1'‐0" RE: A12A111D4 @ HUDDLE 009 (NORTH WALL)

3/8" = 1'‐0" RE: A12A111A12 @ HUDDLE 009 (SOUTH WALL)3/8" = 1'‐0" RE: A12A111A8 @ HUDDLE 009 (WEST WALL)

G3A601

T

F1


T


WALNUT VENEER FLOATINGCOUNTER; 093033; RE: DETAIL.

T

WALNUT VENEER FLOATINGCOUNTER; 093033; RE: DETAIL.

M1

G3A601

Sim


M1


L7

METAL VENEER BANQUETTE(FRONT, SIDES, TOP AND BASE)AT THIS LOCATION WITHLEATHER CUSHION SEAT(057000), (095446).




AGGREGATE AND RESINOUSCOUNTERTOP; 123600.AGGREGATE AND RESINOUSCOUNTERTOP; 123600.

WALNUT (WD-W) VENEER ATCAFE ISLAND; 093033.

L6

OPEN TO BEYOND






L7L7L7L7

A12A401

OPEN TO BEYOND





AGGREGATE AND RESINOUSCOUNTERTOP; 123600.

EQ

EQ

EQ EQ EQ EQ

EQ 1 EQ 1 EQ 1 EQ 1 EQ 1 EQ 1 EQ 1 EQ 2EQ 2

OPEN TO BEYOND

L6








PRINCIPAL IN CHARGE





OWNER:


D MAGINN

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11/19/2018 2:28:12 PM


EDCHQ



3/8" = 1'‐0" RE: A12A111G12 @ FOCUS 006 (NORTH)3/8" = 1'‐0" RE: A12A111G10 @ FOCUS 006 (SOUTH)

3/8" = 1'‐0" RE: A12A111G8 @ FOCUS 006 (EAST)3/8" = 1'‐0" RE: A12A111G6 @ FOCUS 007 (NORTH)

3/8" = 1'‐0" RE: A12A111G4 @ FOCUS 007 (SOUTH)

3/8" = 1'‐0" RE: A12A111D7 @ FOCUS 008 (EAST)

3/8" = 1'‐0" RE: A12A111G2 @ FOCUS 007 (EAST)

3/8" = 1'‐0" RE: A12A111D12 @ FOCUS 008 (NORTH)3/8" = 1'‐0" RE: A12A111D9 @ FOCUS 008 (SOUTH)

3/8" = 1'‐0" RE: A9A111D5 @ CAFE (EAST)

3/8" = 1'‐0" RE: A6A111A4 @ BANQUETTE WALL3/8" = 1'‐0" RE: A6A111A9 @ CAFE WALL (NORTH)

3/8" = 1'‐0" RE: A9A111A12 @ ISLAND SIDE (WEST)

F3A401

A9A401

F9A401

F6A401


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

S FOWLER


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NO. RELEASE DATE

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11/19/2018 2:28:24 PM


EDCHQ



3/8" = 1'‐0" RE: A6A111A12 @ PRINT 020 (NORTH)3/8" = 1'‐0" RE: A6A111A8 @ PRINT 020 (SOUTH)

3/8" = 1'‐0" RE: A6A111A4 @ PRINT 020 (WEST)

3/8" = 1'‐0" RE: A6A111D8 @ STORAGE 021 (EAST)3/8" = 1'‐0" RE: A6A111D4 @ STORAGE 021 (NORTH)

OPEN TO BEYOND

L6L6L6




BASE AT CAFE ISLAND TOMATCH WOOD WD-P; RE: FINISHLEGEND AND SPECIFICATIONS.

004.1 004.2 007.1 010.1

M1M1M1M1P2 P1

OPEN TO BEYOND

OPEN TO BEYOND





MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.MARBLE (MB-1) FEATURE WALL;WRAP AT SIDES; 093033.



L1.1

C4A501

003.1

G1 M2

PH1

OPEN TO BEYOND OPEN TO

BEYOND


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OWNER:


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11/19/2018 2:28:37 PM


EDCHQ



3/8" = 1'‐0" RE: A6A111G11 @ ISLAND (SOUTH)3/8" = 1'‐0" RE: A6A111G7 @ ISLAND (NORTH)

3/8" = 1'‐0" RE: A12A101D12 @ EAST SIDE (LOOKING EAST)

3/8" = 1'‐0" RE: A12A101A12 @ EAST OFFICES (LOOKING WEST)

016.1 017.1 018.1

L7

P1P1P1


L1.1L1.1




014.1 013.1 012.1OPEN TO BEYONDOPEN TO

BEYOND

P1

P1

P1 P1 P1

PH1M1








PLANK WOOD WALL FINISH ATTHIS LOCATION (WD-P); 093033.PLANK WOOD WALL FINISH ATTHIS LOCATION (WD-P); 093033.

G6A601


OPEN TO BEYOND

L1.1L1.1L1.1



P1


M1



PRINCIPAL IN CHARGE





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11/19/2018 2:29:04 PM


EDCHQ



3/8" = 1'‐0" RE: A12A101A12 @ WEST SIDE (LOOKING WEST)

3/8" = 1'‐0" RE: A12A101G12 @ NORTH OFFICE (LOOKING NORTH)

3/8" = 1'‐0" RE: A12A101D12 @ NORTH OFFICES (LOOKING SOUTH)


SM. CONF.003

STORAGE002B

LG. CONF.004

HUDDLE005

FOCUS006

FOCUS007

FOCUS008

HUDDLE009

OFFICE011

OFFICE010

OFFICE012

OFFICE013

OFFICE014

WORK STATIONS015

PRINT020

STORAGE021

BREAK ROOM019

WORKSTATIONS022

OFFICE018

OFFICE017

OFFICE016

SERVER002A

NOT IN SCOPE

NOT IN SCOPE





GENERAL NOTES - FURNITURE PLAN\


PRINCIPAL IN CHARGE





OWNER:


D MAGINN

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11/19/2018 2:29:15 PM

IF101FURNITURE PLAN

EDCHQ



3/16" = 1'‐0" RE: A12A301A12 FURNITURE PLAN (FOR REFERENCE ONLY)


0 5 10 20

Documents

LIBRARY ROOM DESCRIPTIONedckc-bids.s3.amazonaws.com/EDC/111918_EDC_CDS_50.pdf · 2018-12-06 · 6 a500 m1.1 c 1.2 1 a3.2 6 a8.10 1 1 2 a8.10 a3.2 1 2-x' - x" x' - x" elevation step