AREA OF WORK

KEY PLAN

NTS

14AB23

N

15D

15G

15C

15F

15I

15H

15B

15K

31

6B

6

4

2

1

8

3

5

7

9

21

17

10

10A

60

49

37

36

30

29

29

34

46

13

12A

12

11

22

16

16A

14

25

T-46

28

32

18

41

38

38A

MLP

45

6A

N

CAMPUS MAP

NATIONAL INSTITUTES OF HEALTHBETHESDA, MARYLANDDEPARTMENT OF HEALTH & HUMANSERVICESU.S. PUBLIC HEALTH SERVICE

BUILDING 14A

100% SUBMISSION

WR NO - C103249 FEBRUARY 26, 2016

B1 LEVEL, ROOM 14AB23 OFFICE RENOVATION

UTILITIES DISTRIBUTION BRANCH

DIVISION OF TECHNICAL RESOURCES

DRAWING LIST

KEY PLANVICINITY MAP

SHEET NO. SHEET NAME

GENERALG0.01 COVER SHEET

ARCHITECTURAL

MECHANICALM0.01 MECH - GENERAL NOTES, LEGEND & ABBREVIATIONS

ELECTRICALE0.01 ELEC - GENERAL NOTES, LEGEND & ABBREVIATIONSE1.01

PROPERTY SITE

M1.01 MECH - BASEMENT PLAN NEW WORK

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ELEC - DEMOLITION PLAN

A1.01 ARCH NEW WORK FLOOR PLANA1.02 ARCH REFLECTED CEILING PLAN

A8.01 ARCH SECTIONS, SCHEDULES & DETAILS

PLUMBINGP0.01

PLBG & FIRE PROTECTION - BASEMENT PLAN - NEW WORKP1.01PLBG - GENERAL NOTES, LEGEND, ABBREVIATIONS & SCHEDULES

E2.01 ELEC - LIGHTING NEW WORK PLAN

ARCH GENERAL NOTES, LEGEND & ABBREVIATIONS

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

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M 14A

B23 O

FF

IC

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_G0.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

A0.01

G0.02 LIFE SAFETY PLAN

N

ARCH DEMOLITION FLOOR PLANAD.01

A2.01 ARCH ELEVATIONS

A6.01 ARCH PLAN DETAILS

M3.01 MECH - DETAILSM3.02 MECH - DETAILS

E3.01 ELEC - POWER & AUXILIARY NEW WORK PLANE6.01 ELEC - SINGLE LINE DIAGRAM & SCHEDULES

A4.01 ARCH NEW WORK FINISH PLAN

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GENERAL NOTES

AA AmpereA/C Air ConditioningAB Anchor BoltAC Alternating CurrentACT Acoustical Tile, ActualAD Area DrainADDL AdditionalAFF Above Finished FloorAGG AggregateADJ Adjustable, AdjacentALUM AluminumANT AntennaAPPROX Approximate (ly)ARCH ArchitecturalATM Automatic TellerMachineAWG American Wire GageBB/O Bottom ofBAT BatteryBD BoardBKR BreakerBLDG BuildingBLKG BlockingBM BeamBN Boundary NailingBRG BearingBO Bottom ofBOT BottomBTU British Thermal UnitBTUH British Thermal Unit PerHourBUR Built of RoofCCBC California BuildingCodeC ConduitCAP CapacityCB Catch BasinCCT CircuitCCTV Closed CircuitTelevisionCFM Cubic Feet Per MinuteCFH Cubic Feet Per HourCG Corner GuardCIRC CirculationCJ Control JointCL CenterlineCLG CeilingCLKG CaulkingCLR ClearCLSR CloserCMT Empty ConduitCMU Concrete Masonry Unit,Concrete BlockCO CleanoutCOL ColumnCOMM CommunicationCOMP CompactorCOMPR CompressorCONC ConcreteCOND ConditionCONF ConferenceCONN ConnectionCONST ConstructionCONT Continuous,ContinuationCONTR ContractorCORR CorridorCPT CarpetCRT Cathode Ray TubeCT Ceramic TileCTR CenterCTSK CountersunkCU CubicCW Cold Water

DDB Dry BulbDBL DoubleDC Direct CurrentDEG DegreesDEPT DepartmentDET DetectorDF Drinking FountainDIA DiameterDIAG DiagonalDIFF DiffuserDIM DimensionDISC DisconnectDISP DispenserDIST DistributionDIV DivisionDL Dead LoadDN DownDR DoorDS DownspoutDTL DetailDWG DrawingEEA EachEF Exhaust FanEFS Exterior FinishEJ Expansion JointEL ElevationElev. ElevatorELEC Electric(al)EMBED "Embedment,Embedded"EMERG EmergencyEMS Energy ManagementSystemEN Edge NailingENCL Enclosure (Enclose)EQ EqualEQUIP EquipmentEW Each WayEWC Electrical Water CoolerEXH ExhaustEXP Expansion, ExpandedEXT ExteriorEWH Electric Wall HeaterFF Fuse(d)FA Fire AlarmFACP Fire Alarm ControlPanelFAF Forced Air FurnaceFCW Filtered Cold WaterFD Floor DrainFDC Fire Dept. ConnectionFDN FoundationFE Fire ExtinguisherFFE Finished Floor ElevationFG Full GlassFIN Finish(ed)FIXT FixtureFL FloorFLEX FlexibleFLG FlangeFLUOR FluorescentFOC Face of ConcreteFOM Face of MasonryF.O.S. Face of StudsFP Fire ProofingFR FrameFS Floor SinkFT FootFTG FootingFurr FurringFACP Fire Alarm ControlPanelFAF Forced Air FurnaceFCW Filtered Cold Water

FD Floor DrainFDC Fire Dept. ConnectionFDN FoundationFE Fire ExtinguisherFFE Finished Floor ElevationFG Full GlassFIN Finish(ed)FIXT FixtureFL FloorFLEX FlexibleFLG FlangeFLUOR FluorescentFOC Face of ConcreteFOM Face of MasonryF.O.S. Face of StudsFP Fire ProofingFR FrameFS Floor SinkFT FootFTG FootingFurr FurringFUT FutureFVS Fixed Vinyl StripFRP Fiber Glass ReinforcePanelGG Gas Piping, GroundGA Gauge, GageGALV GalvanizedGC General ContractorGEN GeneralGFI Ground Fault InterruptGL Glass, GlazingGLB Glue Laminated BeamGND GroundGPM Gallons Per MinuteGR GradeGYP GypsumGYP BD Gypsum BoardHH HighH/C Handicap / Hollow CaseHB Hose BibHDBD HardboardHDR HeaderHDWD HardwoodHDWR HardwareHM Hollow MetalHOR HorizontalHP Horsepower / High PointHPS High Pressure SodiumHR HourHT HeightHTG HeatingHTR HeaterHV High VoltageHVAC Heating/Ventilating/AirCond.HW Hot WaterHYD HydrantIID Inside DiameterIND IndicatedIN "Inch, Intermediate Nailing"INCAND IncandescentINFO InformationINSUL InsulationINT InteriorINV InvertISOL Isolation (Joint)INST InstallationINSP InspectionJJAN JanitorJ-BOX Junction BoxJG Joist GirderJST Joist

JT JointKKP Kick PlateKO KnockoutKV KilovoltKVA Kilovolt AmpKW KilowattKWH Kilowatt HourLL "Length, Angle"LAV LavatoryLBS PoundLL Live LoadLLH Long Leg HorizonLLV Long Leg VerticalLOC LocationLP Low PointLT LightLTG LightingLTWT Light WeightLV Low VoltageLVR LouverMM MachineMAINT MaintenanceMAN ManualMAS MasonryMAT MaterialMAX MaximumMDS Main DistributionSwitchboardMECH MechanicalMEMB MembraneMTL MetalMFR ManufactureMGMNT ManagementMGR ManagerMH ManholeMN "Minimum, Minute"MO MiscellaneousMOD MillimeterMTD Masonry OpeningMT ModifyM Mount (ing) (ed)M "Empty, Mat"NN Neutral/ NorthN/A Not ApplicableN.I.C. Not in ContractNO "Number"NOM NominalNS Non-SlipNTS Not to ScaleOOA OverallOC On Center, Center toCenterOD Outside DimensionOFD Over Flow DrainOH OverheadOP OperationsOPNG OpeningOPP OppositeOSB Oriented Strand BoardOWN OwnerPP PolePB PushbuttonPCP Precast Wall PanelPENET PenetrationPH PhasePIV Post Indicator ValvePL PlatePLF Pounds Per Lineal FootPLAM Plastic LaminatePLYWD PlywoodPN Panel Nailing

PNL PanelPOS Point of SalePP Power PolePR PairPREP PreparationPRV Power Roof VentilatorPSF Pounds per Square FootPSI Pounds per Square InchPT Preservative TreatedPTN PartitionPP Push PlatePVMT PavementPWR PowerQQT TileQTY QuantityRR "Radius, Riser"RA Return AirRCP Reflected Ceiling PlanRD Roof DrainRE ReferenceRECEPT ReceptacleREC RecessedRECD ReceivedREF ReferenceREFR RefrigeratorREINF Reinforce (ing) (ed)REQD RequiredRET ReturnRFG RoofingRM RoomRO Rough OpeningRPM Revolutions per MinuteRTU Rooftop UnitRV Roof VentRVS Rolling Vinyl StripRWC Rain Water ConductorRWL Rain Water LeaderRL Roof LeaderSSAN SanitarySC Solid CoreSCHED ScheduleSD Storm DrainSECT SectionSF Square foot(age), SupplyFanSHT SheetSHTG SheathingSIM SimilarSLNT SealantSLR SealerSND Sanitary NapkinDispenserSNR Sanitary NapkinReceptorSPEC Specification(s)SPK SpeakerSPKLR SprinklerSQ SquareSS Sanitary SewerSSK Service Sink (Slop Sink)SST Stainless SteelSTD StandardSTIFF StiffenerSTL SteelSTOR StorageSTR StarterSP SpaceSTRUC Structure(d)SUBFL Sub FloorSUBF SurfaceSUP SupplySUSPSuspendedSVC ServiceSW Switch

SWBD SwitchboardSWGR SwitchgearSYM SymmetricalSYS SystemSS Stainless steelTT ThermostatT&G Tongue and GrooveT-STAT ThermostatTB Towel BarTCI The Children's InnTD Top of DrainTECH TechnicalTEL TelephoneTEMP Temperature,TemporaryTG Transfer Grille/ TemperedGlassTF Top of FootingTFE Top of Footing ElevationTHD ThreadedTHK Thick (ness)THR ThresholdT.O. Top ofT.O.C. Top of ConcreteT.O.D. Top of DeckT.O.S. Top of SheathingT.O.ST. Top of SteelT.O.P. Top of PavementT.O.R. Top of RidgeT.O.W. Top of WallTPH Toilet Paper HolderTPTN Toilet PartitionTRANSF TransformerTS Thermal SwitchTYP TypicalUUBC Uniform Building CodeUC UndercutUNO Unless Noted OtherwiseUR UrinalUTIL UtilityVV VoltVA Volt AmpereVAC Volts, Alternating CurrentVB Vapor BarrierVCT Vinyl Composition TileVDC Volts, Direct CurrentVERT Vertical(ly)VEST VestibuleVIB VibrationV.I.F. Verify in FieldVOL VolumeVTR Vent Through RoofVWC Vinyl Wall CoveringWW WideW/ WithW WideW/ WithW/O WithoutWB Wet BulbWC Water ClosetWD WoodWDW WindowWF Wide FlangeWG Water GaugeWH Water HeaterWI Wrought IronWP "Waterproofing,Waterproof"WR "Weather Proof, WorkPoint"WSCT Waste ReceptacleWT WeightWWF Welded Wire FabricYYD Yard

SYMBOLS

1. DO NOT START CONSTRUCTION UNTIL ALL REQUIRED PERMIT APPROVALS ARE OBTAINED.

2. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST ISSUE PRIOR TOCOMMENCING BIDDING OR CONSTRUCTION.

3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO VERIFY CONDITIONSRELATING TO CONSTRUCTION THOROUGHLY EXAMINE AND BE FAMILIAR WITH THE DRAWINGSAND DRAWING NOTES. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS.DONOT SCALE THE DRAWINGS.

4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TOUNDERTAKING ANY WORK AND NOTIFY THE PROJECT OFFICER IF THERE ARE SUBSTANTIALDIFFERENCES, DISCREPANCIES, OMISSIONS OR CONFLICTS IN THE CONSTRUCTIONDOCUMENTS THAT MIGHT REQUIRE DESIGN MODIFICATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR NECESSARYTO COMPLETE THE SCOPE OF WORK UNLESS OTHERWISE SPECIFIED.

6. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION ACTIVITIES WITHIN THE AREA OF WORKEXCEPT AS MAY BE REQUIRED FOR INCIDENTAL DEMOLITION, CONNECTION TO UTILITIES ANDOTHER WORK AS NOTED. THE CONTRACTOR WILL NOT BE ALLOWED ANY STORAGE AREAOTHER THAN THE LIMITS OF CONSTRUCTION.

7. WORK IN CONNECTION WITH AN ELECTRICAL, PLUMBING OR HVAC SYSTEM SHALL NOT BECOVERED OR CONCEALED UNTIL IT HAS BEEN INSPECTED AND PERMISSION TO DO SO HASBEEN GRANTED BY THE PROJECT OFFICER.

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION OF GOVERNMENT PROPERTYDESIGNATED TO REMAIN OR TO BE SALVAGED. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO PROTECT FROM DAMAGES ALL EXISTING BUILDING COMPONENTS ANDFINISHES. THE CONTRACTOR SHALL AT THEIR EXPENSE RESTORE TO ORIGINAL CONDITIONANY AREAS OR FINISHES DAMAGED BY HIS WORK.

9. THE GOVERNMENT SHALL MAINTAIN FULL OCCUPATION OF THE BUILDING INCLUDING AREASADJACENT TO THOSE INVOLVED IN THIS CONTRACT. THE CONTRACTOR SHALL SCHEDULEANY WORK IMPACTING ON OCCUPIED AREAS WITH THE PROJECT OFFICER; DELAYS MAY BEINCURRED. THE STORAGE OF MATERIALS AND PERFORMANCE OF THE WORK SHALL BECOORDINATED WITH THE PROJECT OFFICER IN ORDER TO PRODUCE THE MINIMUMDISRUPTION AND HAZARD TO PERSONNEL DURING CONSTRUCTION. THE CONSTRUCTIONSITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY MANNER.

10. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING IN PARTITIONS FOR ALLMILLWORK AND WALL ATTACHED LIGHT FIXTURES, RAILINGS, SIGNAGE, ETC.

11. "TYPICAL" OR "TYP.," SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILARCONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE. DETAILS ARE USUALLY KEYED ANDNOTED "TYP." ONLY ONCE, WHERE THEY FIRST OCCUR.

12. ALL HOLES, SLEEVES OR PENETRATIONS IN THE FLOOR SLABS OR SLABS ABOVE, CORRIDORWALLS, UTILITY CORRIDOR WALLS OR FIRE-RATED WALLS, WHETHER EXISTING OR CAUSED BYWORK UNDER THIS CONTRACT, SHALL BE COMPLETELY FILLED AND SEALED TO THE FULLTHICKNESS OF THE WALL WITH AN UL -LISTED FIRE STOPPING MATERIAL. ALL CEILING ANDFLOOR SLAB FIRESTOPPING SHALL BE 2 HOUR RATED. PROVIDE FIRE STOPPING/ DRAFTSTOPPING IN CONCEALED CANOPY SPACES AS REQUIRED BY NIH FIRE MARSHALL. SPECIFIEDFIRE STOPPING MATERIAL SHALL BE SUBMITTED TO THE NIH PROJECT OFFICER FOR REVIEWAND APPROVAL BY THE NIH FIRE MARSHALL PRIOR TO INSTALLATION. ALL WALLFIRESTOPPING SHALL MATCH THE EXISTING/ NEW WALL RATING.

13. UTILITY SHUTDOWN REQUEST SHALL BE SUBMITTED IN WRITING FIFTEEN (15) DAYS NOTICETHROUGH THE PROJECT OFFICER (PO), PRIOR TO THE SCHEDULED SHUTDOWN.UTILITIES ARETO BE TURNED OFF FOR WORK TO BE PERFORMED BY CONTRACT PERSONNEL; THE ACTUALSHUTDOWN OF SUCH SERVICES MAY BE PERFORMED BY NIH PERSONNEL.

14. BUILDING 14A IS AND WILL CONTINUE TO BE OCCUPIED DURING THE RENOVATION.

15. ALL TEMPORARY DUST BARRIERS SHALL BE CONSTRUCTED OF NON-COMBUSTIBLEMATERIALS TO PREVENT THE SPREAD OF DUST AND REDUCE HAZARDS. TEMPORARY DUSTBARRIER SHALL BE CONSTRUCTED OF FIRE RETARDANT POLYVINYL SHEETS, PER NFPA 241.

16. DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISH FACE TO FINISH OR PARTITIONUNLESS OTHERWISE NOTED.

17. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON LIMITED FIELD MEASUREMENTSAND MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFORM TO EXISTINGCONDITIONS. IN CASES WHERE CHANGES IN DETAIL ARE NECESSARY, THESE DRAWINGSSHALL BE USED TO SHOW DESIGN INTENT ONLY. PERFORM WORK, SHOWN OR IMPLIED, THATIS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OR IS CUSTOMARILYPERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS.

18. EXCESSIVELY NOISY AND DISRUPTIVE CONSTRUCTION TASKS AND UTILITY SHUTDOWNSSHALL BE COORDINATED THROUGH THE NIH PROJECT OFFICER.

19. FIRE EXTINGUISHER LOCATIONS ARE TO BE COORDINATED IN THE FIELD WITH THE FIREMARSHAL AND COORDINATED WITH THE TENANT PRIOR TO INSTALLATION.

20. THIS PROJECT WILL COMPLY WITH ALL APPLICABLE CODES INCLUDING: NFPA 1 (2012), NFPA10 (2013), NFPA 13 (2013), NFPA 70 (2014), NFPA 72 (2013), NFPA 101 (2012), NFPA 241 (2013),IBC (2012), NIH DRM (2010).

ABBREVIATIONS

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

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L, R

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M 14A

B23 O

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NO

VA

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Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A0.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

HPLAM.

CANNON

PLOT

TOTAL TRAVELDISTANCE 80'

TOTAL TRAVELDISTANCE 75'

PROJECT AREA2108 SQUARE FEET

34 OCCUPANTSB OCCUPANCY

138'

138'

2 HOUR RATED PARTITION

EGRESS PATH OF TRAVEL

LIMITS OF CONSTRUCTION

LIFE SAFETY PLAN LEGEND

CODE ANALYSIS

GOVERNING CODES & STANDARDS

NIH DRM (2008) NATIONAL INSTITUTES OF HEALTH DESIGN POLICY & GUIDELINES

IBC (2015) INTERNATIONAL BUILDING CODE

NFPA 1 (2012) FIRE PREVENTION CODE

NFPA 10 (2013) PORTABLE FIRE EXTINGUISHERS

NFPA 13 (2013) INSTALLATION OF AUTOMATIC SPRINKLERS

NFPA 14 (2010) STANDPIPE, PRIVATE HYDRANT, AND HOSE SYSTEMS

NFPA 20 (2013) STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIREPROTECTION

NFPA 70 (2013) NATIONAL ELECTRICAL CODE (NEC)

NFPA 72 (2013) NATIONAL FIRE ALARM CODE

NFPA 80 (2013) FIRE DOORS AND WINDOWS

NFPA 90A (2012) INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS

NFPA 101 (2012) LIFE SAFETY CODE (LSC)

NFPA 110 (2013) STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

ADA - ABA (2004) AMERICANS WITH DISABILITIES ACT AND ARCHITECTURALBARRIERS ACT ACCESSIBILITY GUIDELINES

PROJECT DESIGN

REFERENCEPROPOSEDOCCUPANCY

SPRINKLERS

ALARM SYSTEM

FIRE SEPARATION OF BOCCUPANCY

NFPA TABLE 6.1.14.4.1(a)2 HOUR

YES

YES

REQUIRED EXITS

SEPARATION OF EXITS

2

1/3 DIAGONAL DISTANCE NFPA 7.5.1.3.3

TRAVEL DISTANCE 300 FEET NFPA 38.2.6.3

B

AREA 2108 SQUARE FEET

OCCUPANT LOAD 34 PEOPLE (1/15SF) NFPA TABLE 7.3.1.2

NFPA 7.4.1.1

EXISTING

2 HOUR

YES

YES

N/A

N/A

N/A

s

2108 SQUARE FEET

N/A

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OTHER

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PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

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Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_G0.02.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

G0.02

JM

MO

SB

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AREA OF WORK

KEY PLAN

NTS

LIFE SAFETY PLAN

SCALE: NONE

G0.02

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LIFE SAFETY PLAN

SCALE: NONE

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1

14AB23

CORRB1.3

14AB19

11'-0" 2'-5"

3'-5" +/-1'-5"

AS REQUIREDFOR FRAMEINSTALLATION

CORR EAST

STORAGE

STORAGE

DEMOLITION KEYED NOTES:

1 REMOVE EXISTING DOOR AND FRAME .

REMOVE EXISTING PARTITION AS REQUIRED TO INSTALL NEW DOOR AND FRAME.

REMOVE EXISTING PARTITION AS REQUIRED TO INSTALL NEW WALL DOOR ANDSTOREFRONT ASSEMBLY. SEE DETAIL 1A/6.01

REMOVE ALL ABANDONED AND UNUSED ANCHORAGES. DEBRIS AND OTHER ITEMS.

REMOVE ALL DEBRIS, WASTE AND OTHER ITEMS FROM FLOOR AND CLEAN ANDPREPARE FOR NEW FLOOR INSTALLATION.

- -

DEMOLITION GENERAL NOTES:

1. ALL FINISHES AND MATERIALS ADJACENT TO THE ITEMS TO BE DEMOLISHEDSHALL BE PROTECTED FROM DAMAGE.

ARCHITECTURAL PLAN - DEMOLITION

SCALE: 1/4" = 1' - 0"

A1.01

1

2

3

WALL TO REMAIN

WALL TO BE REMOVED

DOOR TO REMAIN

DOOR TO BE REMOVED

LIMITS OF WORK

DEMOLITION LEGEND:

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OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_AD.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

AD.01

JM

MO

SB

-

AREA OF WORK

KEY PLAN

NTS

1

3

2

4

5

4 5

4 5

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OFFICE

A2.01

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HPLAM.

CANNON

PLOT

CTV

A6.01

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A2.01

2

A2.015

A2.01

6

1

1

1

4

2

3

2

3

3

1

4

4

3

13'-2"

4'-9"

13'-5"

11'

5'-2

"

8'-8"3'-3"1'-2"

3

4'

5'-1

1"3'

-10"

2

2

1

1

3 3

3

4

NEW 2 HOUR RATED WALL

EXIST. 2 HOUR RATED WALL

LIMITS OF CONSTRUCTION

PLAN LEGEND:

EXISTING WALL TO REMAIN

NEW WALL PARTITION REFER TO SHEET A8.01 FORPARTITION SCHEDULE

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A1.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

A1.01

JM

MO

SB

-

AREA OF WORK

KEY PLAN

NTS

FLOOR PLAN - NEW WORK

SCALE: 1/4" = 1' - 0"

A1.01

1

0 4' 8'

NEW WORK GENERAL NOTES:

1. NEW SYSTEMS FURNITURE TO BE INSTALLED BY OTHERS. ALL FURNITURE,SYSTEMS FURNITURE AND DEMOUNTABLE PARTITION ARE SHOWN FORINFORMATION PURPOSES ONLY AND WILL BE PROVIDED BY THEGOVERNMENT. SYSTEMS FURNITURE IS SHOWN AS DASHED.

2. ALL DIMENSIONS SHOWN ON PLANS SHALL BE FIELD VERIFIED.

3. INSTALL NEW TRANSITION STRIPS WHEREVER DISSIMILAR FLOOR FINISHESMEET.

NEW WORK KEYED NOTES:

1 GOVERNMENT FURNISHED & INSTALLED OFFICE EQUIPMENT AND FURNITURE.

DEMOUNTABLE PARTITION BY SYSTEMS FURNITURE VENDOR.

INSTALL NEW CASEWORK. SEE SHEET A2.01 FOR DETAILS.

INSTALL NEW SHELVING.

INSTALL NEW PLAM TOP.

PLOTTER GFGI

LASER PRINTER GFGI

LAMINATOR

2

3

2

3 6

2

1

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1

6

7

6

8

8

7

8'-9"

A.F.F

CORRB1.3

14AB19

OFFICE

CTV

MECHANICALROOM

9'-0"

8'-9"

A.F.F

A.F.F

8'-9"

A.F.F

8'-9"

A.F.F

8'-9"

A.F.F

8'-0"

8'-5"

A.F.F

8'-2"

A.F.F

A.F.F

A.F.F

7'-0"

8'-9"

A.F.F

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A1.02.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

A1.02

JM

MO

SB

-

AREA OF WORK

KEY PLAN

NTS

2' X 2' LIGHT FIXTURE

1' X 4' LIGHT FIXTURE

RECESSED CAN LIGHT

RETURN

DIFFUSER

2' X 2' ACT

2' X 4' ACT

GYPSUM BOARD

LEGEND:

REFLECTED CEILING PLAN - NEW WORK

SCALE: 1/4" = 1' - 0"

A1.02

1

0 4' 8'

7

A8.01

4'-0"

2'-0"

2'-0"

2'-0

"

2'-7"

4'-0"

2'-0

"2'

-0"

10'-0"

12'-7

1 2"

2'-0"

1'-6"

2'-0"

2'-712"

1'-0"

1'-0

"1'

-0"

10'-0

"

2'-3" 4'-5"

2'-6

"1'

-8"

12'-0

"

8

A8.01

6

A8.01

8'-0"

5

A8.01

9

A8.01

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C

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G P

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9

A8.01

5

A8.01

5

A8.015

A8.01

5

A8.01

5

A8.01

5

A8.01

5

A8.01

5

A8.01

OPEN TO CEILING

OP

EN

TO

CE

ILIN

G

OP

EN

TO

CE

ILIN

G

5

NEW WORK KEYED NOTES:

OPEN TO CEILING ABOVE. RETAIN A 2'-0" CLEARANCE BETWEEN FACE WALL TOBULKHEAD OR BULKHEAD TO BULKHEAD.

INSTALL 2X2 CEILING SYSTEM

GYPSUM CEILING

GYPSUM CEILING CANOPY

PAINTED EXPOSED CEILING

5

5

5

CEILING NEW WORK GENERAL NOTES:

1. CONTRACTOR TO ENSURE SPRINKLER COVERAGE MEETS NFPA 13 & ALL DFMREQUIREMENTS.

2. ALL DRYWALL BULKHEADS NEW TO RECEIVE SHERWIN WILLIAMS PAINT ORAPPROVED EQUIVALENT.

3. SUPPORT CEILING SUSPENSIOMA N SYSTEM FROM STRUCTURE ABOVE, NOTFROM DUCTWORK, METAL DECK, RELOCATE SPRINKLER HEADS WHERE NEWCEILING IS INDICATED. LOCATE SPRINKLER HEADS IN THE CENTER OF EACHCEILING TILE.

1

4

3

2

1

5

4

4

4

44

4

2

22

2

2 2 2

2

1

TOP OF CMU WALL

8'-0

"

EXISTINGFLAT FILES

ADJUSTABLE PLASTICLAMINATE SHELVES

NEW PLASTICLAMINATE ON2" STEEL LEGS.

2'-0

"2'

-0"

8'-9

"

1'-0

"

3'-0

"

5'-0

"

7'-0

"

2'-0

"

WALLSTRAPPING

1'-0

"

P D

CANON PRINTER

2'-0

"2'

-0"

8'-9

"

2'-0

"1'

-0"

8'-9

"

DEMOUNTABLE WALL SYSTEM INSTALLED BY OTHERS

TL TLTLD P

3'-0"

2'-1

0"

7'-0

"

8'-9

"

4'-0

"3'

-0"

8'-9

"

P D

- -

A2.01

JM

MO

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SCALE: 1/2" = 1' - 0"

A2.01

1

ELEVATION

SCALE: 1/2" = 1' - 0"

A2.01

2

ELEVATION

SCALE: 1/2" = 1' - 0"

A2.01

3

ELEVATION

SCALE: 1/2" = 1' - 0"

A2.01

4

ELEVATION

SCALE: 1/2" = 1' - 0"

A2.01

5

ELEVATION

SCALE: 1/2" = 1' - 0"

A2.01

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A2.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

ELE

VA

TIO

NS

1

1

1

1

CORRB1.3

14AB19

OFFICE

CTV

MECHANICALROOM

13'-2"

4'-9"

13'-5"

11'

5'-2

"

8'-8"3'-3"1'-2"

4'

5'-1

1"3'

-10"

STORAGE

4'

3'

2'-2

"

PLAN LEGEND:

EXISTING WALL TO REMAIN

NEW WALL PARTITION REFER TO SHEET A6.10 FORPARTITION SCHEDULE

FULL HEIGHT DEMOUNTABLEPARTITION BY OTHERS

SYSTEMS FURNITUREPARTITION, BY OTHERS

NEW VCT FLOOR

NEW CARPET

CARPET

RESILIENT TRANSITIONSTRIPVCT FLOORING

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A4.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

A4.01

JM

MO

SB

-

AREA OF WORK

KEY PLAN

NTS

FINISH PLAN - NEW WORK

SCALE: 1/4" = 1' - 0"

A4.01

1

0 4' 8'

GENERAL NOTES:

1. NEW SYSTEMS FURNITURE TO BE INSTALLED BY OTHERS.

2. ALL DIMENSIONS SHOWN ON PLANS SHALL BE FIELD VERIFIED.

3. INSTALL NEW TRANSITION STRIPS WHEREVER DISSIMILAR FLOOR FINISHESMEET.

FINISH KEYED NOTES:

1

2

3

4

5

6

7

8

FINISHES NOTES ARE INTENDED AS THE PROJECT'S BASIS OF DESIGN. ALL SUBSTITUTIONSMUST BE APPROVED AS EQUAL BY THE PROJECT ARCHITECT AND/OR PROJECT OFFICER.

NEW VCT TO BE INSTALLED - ARMSTRONG OR APPROVED PRODUCT SUBSTITUTION ASEQUAL

NEW CARPET TILE TO BE INSTALLED OR APPROVED PRODUCT SUBSTITUTION AS EQUAL

WALLS TO RECEIVE NEW PAINT OR APPROVED PRODUCT SUBSTITUTION AS EQUAL

NOT USED

CASEWORK - SEE A2.01

ARMSTRONG, 60 JET BLACK, VT5, "CARPET TO NOTHING" TRANSITION STRIP.

ARMSTRONG, 60 JET BLACK, VT0, "CARPET TO VCT" TRANSITION STRIP.

7

3 4

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4

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8

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3

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8

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CPT

CRT

CRT

CPT

CPT

VCT

CPT VCT VCT

CRT

-

11

EXPOSED HEX BOLTS

CORRUGATED METALPANELS

PLAN - MOUNTEDLETTERS

4

A6.01

HEX BOLTS TYP.

UNDERSIDE OF

SLAB

UNDERSIDE OF

SLAB

2'-5" 11'-0"

100°

1'-1

"

90 MIN. DOOR ASSEMBLY2-HOUR RATEDWINDOW ASSEMBLY

3'-0

"

EXISTING WALL

CORRUGATEDMETAL PANELS

100°

1

1

1

METAL CORNERGUARD

2-HOUR FIRERATING

EDGE OFBULKHEAD

2"

METALCORNERGUARD

8'-0

"

EXISTING WALLTO REMAIN

8" CHANNELSSUPPORTINGEXISTING WALL,REPAIREDREQUIRED

5/8" GWB ON 2-1/2"METAL FRAMING

2-HOUR RATED SHAFTWALL UL# U415

EXISTINGWALL TO BEREMOVED

CORRUGATED METALPANELS

METAL BASE

UNDERSIDE OF

SLAB

CONTINUOUS

18 GAUGE RUNNER

CONTINUOUS

18 GAUGE RUNNER

CONTINUOUS

PLUMBING THROUGH WALL

WALL STRAPPING

WALL STRAPPING

WALL STRAPPING

- -

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A6.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

ENTRANCE ELEVATION

SCALE: 1" = 1' - 0"

A6.01

3

EN

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RG

ED

E

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NC

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& D

ET

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ENLARGED PLAN DETAIL

SCALE: 1" = 1' - 0"

A6.01

1

ENTRANCE SECTION

SCALE: 1" = 1' - 0"

A6.01

ENTRANCE DETAIL

SCALE: NONE

A6.01

4

2

1

1

1

FROSTED GLASSPANEL, TYP. **

** ALL GLASS AND GLAZING SHALL MEET THE REQUIREMENTS OF IBC SECTION 2406

AS SCHEDULED

2

AS

SC

HE

DU

LED

AS SCHEDULED

AS

SC

HE

DU

LED

1 FRAME

AS

SC

HE

DU

LED

AS SCHEDULEDAS SCHEDULED

3

AS

SC

HE

DU

LED

5/8" GYPSUM BOARD TYPE

7/8" FURRING CHANNEL

EXISTING MASONRY WALL

FLOOR AS SCHEDULED

FINISHED CEILINGSEE RCP

12"

BASE AS SCHEDULED

1 1/2"

3-5/8" METAL STUDS

FLOOR SLAB AS SCHEDULED

CONTINUOUS METAL RUNNERSECURED TO FLOOR

CONTINUOUS METALRUNNER SECURED TOFLOOR

STRUCTURE ABOVE

5/8" GYPSUM BOARD TYPE

ACOUSTICAL INSULATION

FINISHED CEILINGSEE RCP

BASE AS SCHEDULED

4 7/8"

5/8" GYPSUM BOARD TYPE

EXISTING WALL OR COLUMN

FLOOR AS SCHEDULED

METAL STUD 18 GA.

BASE AS SCHEDULED

FINISHED CEILINGSEE RCP

12"

4 1/4"

18 GA. METAL STUD SECUREDTO EXISTING WALL OR COLUMNAT BASE TO WALL TOP TO WALLAND MID HEIGHT

SEE PLAN

6" TALL 18 GA. PLATE AT BASE

2 LAYERS OF 1/2" GWBTYPE

FLOOR AS SCHEDULED

CH-STUDS @ 24" O.C.

1" THICK SHAFTLINER

EXISTING WALL

STRUCTURE ABOVE

FINISHED CEILINGSEE RCP

BASE AS SCHEDULED

5"

2-HOUR FIRE RATED

STOREFRONT ELEVATION

2-HOUR UL RATEDSTEEL FRAME ANDGLASS ASSEMBLY

DOOR 14AB23

AS SCHEDULEDA

S S

CH

ED

ULE

D

6"

CEILING PANEL

CEILING TRACK

PREFINISHED CEILING TRIM BY CEILINGSYSTEM MANUFACTURER

8'-9" A.F.F 9'-0" A.F.F

SUSPENDEDCEILING

GWB ON FRAMING @ 16" OC

FRAMING TOCEILING @ 16" OC

6"

BOTTOM OF SLAB

8'-9" A.F.F

GWB ON FRAMING@ 16" OC

FRAMING TOCEILING @ 16" OC

7'-0" A.F.F

2'-0"

BOTTOM OF SLAB

VARIESSEE PLAN

GWB ON FRAMING @ 16" OC

FRAMING TOCEILING @ 16" OC

1'-6"

SLOPE - SEE PLAN

6"

BOTTOM OF SLAB

8'-9" A.F.F

GWB ON FRAMING @ 16" OC

FRAMING TOCEILING @ 16" OC

6"

1'-6" J-TRIM

DEMOUNTABLE PARTITION

BOTTOM OF SLAB

- -

-

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A8.01

HE

IGH

T

STUD OR FURRING GYPSUM BOARD FIRE RATING SOUND ATTENUATION

MA

TER

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STU

D D

EP

TH

GA

UG

E

SP

AC

ING

(OC

)

SIDE 1 SIDE 2

LAB

OR

ATO

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TES

T (U

L LA

B, U

NO

)

FIR

E R

ATI

NG

(MIN

S.)

SO

UN

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NG

(STC

)

LA

YER

ON

E

LA

YER

TW

O

LAYE

R O

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LAYE

R T

WO

1 5" TO STRUCTURE STL CH-STUD 1 1/2" 25 GA 24" 1/2" U415 2 HOUR -2 1-1/2" 12" ABOVE CEILING STL FURRING C-STUD 7/8" 18 GA 16" 5/8" NA NOT RATED

TAG

FIN

ISH

ED

WA

LL T

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ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASE WALL CEILING COMMENTS14AB23 OFFICE VCT/CARPET RESILIENT PAINT ATC & GWB

DOOR #DOOR DIMENSIONS DOOR DESCRIPTION FRAME DESCRIPTION FIRE

RATINGHDW

SET NO NOTESWIDTH HGT. THK. MATERIAL FIN ELEV MATL ELEV14AB23 3'-0" 8'-0" 1 3/4" 1 1 90 MIN

DOOR SCHEDULE

DOOR AND FRAME ELEVATIONS

3'-0" 7'-0" 1 3/4" 2 HOLLOWMETAL

0

6'-0" 7'-0" 1 3/4" PAINT 3 0

3'-0" 7'-0" 1 3/4" 2

1

1

1

STORAGECONFERENCE ROOMMECHANICAL ROOM SEALED

CONCRETE

PAINT

PAINTPAINT

RESILIENTRESILIENTRESILIENT

ATC

UNFINISHED

NOTES:

EXPOSED CONCRETE SLAB CEILING, PATCH AND REPAIR CONCRETE SLAB FOR APPLICATION OF PAINT.

HARDWARE NOTES:DOOR SCHEDULE GENERAL NOTES:

SE

CT

IO

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, S

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ED

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S A

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S:\O

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_A8.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

RATED SHAFT WALL CH-CHANNEL

A8.01

1

FURRED PARTITION

SCALE: 1-1/2" = 1' - 0"

A8.01

2

NON-RATED FURRED PARTITION

A8.01

3

NON-RATED PARTITION

A8.01

4

SCALE: 1-1/2" = 1' - 0"

SCALE: 1-1/2" = 1' - 0" SCALE: 1-1/2" = 1' - 0"

14AB23A

14AB23B

14AB23D

STEEL

STEEL

STEEL

PAINT

PAINT

HOLLOWMETAL

HOLLOWMETAL

14AB23-A VCT14AB23-B VCT14AB23-C

34 7/8" TO STRUCTURE STL C-STUD 3 5/8" 18 GA 16" 5/8" NA NOT RATED44 1/2" 12" ABOVE CEILING STL C-STUD 3 5/8" 18 GA 16" 5/8" NA NOT RATED

1/2" 1"

5/8"

2-HR FIRE RATED

UL# U415

ACCOUSTIC BATT.

STEELGLASS

PAINT HOLLOWMETAL

90 MIN

ATC & GWB

SUSPENDED CEILING EDGE DETAIL

A8.01

5

SCALE: 3" = 1'

CEILING TRANSITION DETAIL

A8.01

6

SCALE: 3" = 1'

PARTITION SCHEDULE

GWB CEILING EDGE DETAIL

A8.01

7

SCALE: 3" = 1'

BULKHEAD DETAIL

A8.01

8

SCALE: 3" = 1'

BULKHEAD DETAIL

A8.01

9

SCALE: 3" = 1'

1

M0.01

CM

CR

CM

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE COMPLETE AND PROPERLY FUNCTIONINGBUILDING SYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY TO ACHIEVE SUCHENDS.

2. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE INTENDED TO SHOW EQUIPMENT AND SYSTEMS ASACCURATELY AS THE SCALE WILL PERMIT. ALL CRITICAL LOCATIONS AND DIMENSIONS SHALL BE DETERMINED INTHE FIELD. IN CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE MOST STRINGENTREQUIREMENTS SHALL APPLY AS DETERMINED BY THE PROJECT OFFICER.

3. THE CONTRACTOR SHALL REFER TO SPECIFICATIONS OF OTHER TRADES WHICH ARE COMPLEMENTARY TO THESESPECIFICATIONS. IN CASE OF A CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY AS DETERMINED BYTHE OWNER.

4. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, STANDARDS, ORDINANCES, RULES AND REGULATIONS OF ALLLOCAL AND STATE GOVERNMENTAL AUTHORITIES, THE RULES OF THE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA), THE NATIONAL ELECTRICAL CODE (NEC), THE AMERICANS WITH DISABILITIES ACT, THE NIH DESIGNREQUIREMENTS MANUAL, AND ASHRAE AS INTERPRETED BY THE GOVERNMENTAL AUTHORITY AND PUBLICUTILITIES HAVING JURISDICTION OVER ANY OF THE SYSTEMS HEREIN SPECIFIED.

5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ANY OF THEPREVIOUSLY IDENTIFIED AUTHORITIES AND PAY FOR ALL OTHER COSTS IN CONNECTION WITH THE WORK. ALLPERMIT AND INSPECTION CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE IN DUPLICATE.

DEFINITIONS:"OWNER" - NIH"OWNER'S REPRESENTATIVE" - NIH PROJECT OFFICER"PROVIDE" - FURNISH AND INSTALL"FURNISH" - SUPPLY AND DELIVER TO PROJECT SITE"INSTALL" - ERECT IN PLACE"CONCEALED" - HIDDEN BY ARCHITECTURAL WALLS AND CEILINGS"EXPOSED" - VISIBLE TO VIEW"INDICATED" - SHOWN IN CONTRACT DRAWINGS

6. WHERE SITE CONDITIONS REQUIRE MINOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, MAKE SUCHDEVIATIONS WITHOUT COST TO THE CONTRACT. MAJOR DEVIATIONS SHALL NOT BE MADE WITHOUT FIRSTOBTAINING WRITTEN PERMISSION FROM THE GOVERNMENT.

7. COORDINATE WITH ALL TRADES TO AVOID INTERFERENCE AMONG MECHANICAL, PLUMBING, ELECTRICAL,ARCHITECTURAL AND STRUCTURAL ITEMS. PROVIDE ALL NECESSARY OFFSETS AND FITTINGS IN PIPING,DUCTWORK, CIRCUITRY AND OTHER ITEMS REQUIRED TO INSTALL THE WORK WITHOUT INTERFERENCES.

8. THE CONTRACTOR SHALL RELOCATE, OFFSET AND TRANSITION SPRINKLER PIPING AS REQUIRED FOR THEINSTALLATION OF THE MECHANICAL AND ELECTRICAL SYSTEMS, WHILE MAINTAINING THE ARCHITECTURAL INTENT.ALL FIRE PROTECTION WORK SHALL BE APPROVED BY THE NIH DIVISION OF FIRE MARSHAL, AND SHALL BE INACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), INTERNATIONAL FIRE CODE (IFC), THEINTERNATIONAL BUILDING CODE (IBC) AND THE NIH DRM.

9. THE CONTRACTOR SHALL KEEP A RECORD OF ALL CHANGES TO THE DRAWINGS AND SHALL SUBMIT AS BUILTDRAWINGS TO THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THE QUIET OPERATION OF ANY NEW SYSTEM UPONCOMPLETION OF INSTALLATION. THE TRANSMISSION OF VIBRATION OR SOUND TO THE STRUCTURE OR OCCUPIEDSPACES SHALL NOT BE PERMITTED. FINAL DECISION OF THE QUIETNESS OF ANY NEW SYSTEM AND EQUIPMENTSHALL BE MADE BY THE OWNER/OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THECORRECTION OR REPLACEMENT OF ANY NOISY SYSTEMS OR EQUIPMENT.

11. THE CONTRACTOR SHALL REMOVE DESIGNATED EQUIPMENT TO A LOCATION AT THE PROJECT SITE DETERMINEDBY THE PROJECT OFFICER. AFTER THE EQUIPMENT HAS BEEN GATHERED FOR THE GOVERNMENT'S INSPECTIONAND POSSIBLE RETENTION, ALL EQUIPMENT NOT RETAINED BY THE GOVERNMENT SHALL BE REMOVED FROM THESITE BY THE CONTRACTOR AND DISPOSED IN A SAFE AND LEGAL MANNER.

12. ALL EQUIPMENT SHALL BE NEW (UNLESS INDICATED OTHERWISE) AND THE CURRENT MODEL FOR WHICHREPLACEMENT PARTS ARE AVAILABLE. SUBSTITUTIONS SHALL ONLY BE ALLOWED AT THE DISCRETION OF THEOWNER. SUBSTITUTIONS WILL ONLY BE CONSIDERED WHEN SUBMITTED WITH A CREDIT. THE CONTRACTOR SHALLBE COMPLETELY RESPONSIBLE FOR COORDINATING THE SUBSTITUTED ITEM WITH ALL OTHER TRADES AND FORANY ADDITIONAL EXPENSES INCURRED BY OTHER CONTRACTORS IN ORDER TO INSTALL THE SUBSTITUTED ITEM.SHOP DRAWINGS ARE TO BE SUBMITTED AND APPROVED BEFORE THE EQUIPMENT IS INSTALLED.

13. ALL EQUIPMENT SHALL BE SUITABLE FOR THE PURPOSE INTENDED. ALL MANUFACTURERS SHALL HAVE SIMILARPRODUCTS IN SERVICE FOR A MINIMUM OF 3 YEARS. ALL NEW EQUIPMENT SHALL BE PROVIDED PERMANUFACTURER'S RECOMMENDATIONS.

14. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE BEST ENGINEERINGPRACTICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL EQUIPMENT IN STRICT ACCORDANCEWITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. THIS SHALL INCLUDE PROVIDINGCLEARANCES AS DEFINED IN THE INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITH NEC REQUIREMENTS.NEW EQUIPMENT SHALL ALSO BE COORDINATED AROUND SPRINKLER AND FIRE ALARM SYSTEMS. MODIFY SYSTEMSAS NECESSARY. PROVIDE ALL REQUIRED AUXILIARY ITEMS REQUIRED TO PERFORM FUNCTION INTENDED.

15. THE CONTRACTOR SHALL VERIFY PROPER OPERATION OF ALL EXISTING ITEMS AND EQUIPMENT INDICATED TO BEREUSED. THE CONTRACTOR SHALL REPORT ANY DEFICIENCIES TO THE PROJECT OFFICER DURING THECONSTRUCTION PHASE OF THE PROJECT. THOROUGHLY CLEAN ALL ITEMS AND EQUIPMENT INDICATED TO BEREUSED. REPLACE ALL FILTERS WITH SIZE AND TYPE TO MATCH EXISTING.

16. THE CONTRACTOR SHALL INSTALL ALL PIPING, RACEWAYS, CIRCUITRY, ETC., AS HIGH AS POSSIBLE. ALL PIPING,RACEWAYS, CIRCUITRY, ETC., SHALL RUN PARALLEL TO OR PERPENDICULAR TO BUILDING WALLS IN A NEATWORKMANLIKE MANNER, UNLESS NOTED OTHERWISE. PROVIDE ALL SUPPORT STEEL, HANGERS, VIBRATIONISOLATIONS AND ACCESSORIES NECESSARY FOR EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. DO NOTSUPPORT ANY CEILING OR OTHER BUILDING STRUCTURE FROM PIPING OR CONDUITS. DO NOT ALLOW PIPING ORCONDUITS TO COME INTO DIRECT CONTACT WITH BUILDING WALLS OR FLOORS. COORDINATE INSTALLATIONAMONG ALL TRADES. PROVIDE ALL NECESSARY TRANSITIONS AND OFFSETS TO INSURE COMPLETE COORDINATEDINSTALLATION.

17. PROVIDE OPENINGS IN BUILDING CONSTRUCTION FOR PASSAGE OF PIPING AND CONDUIT. REPAIR ALL WALLS,CEILINGS AND FLOORS, PENETRATED. THE REPAIRS SHALL BE WITH MATERIALS AND FINISHES THAT MATCHEXISTING CONSTRUCTION. ALL PENETRATIONS IN FIRE WALLS SHALL BE SEALED WITH SUITABLE MATERIALS TOPRESERVE FIREWALL INTEGRITY. CORE DRILLING AND OTHER SLAB PENETRATIONS ARE NOT PERMITTED UNLESSSPECIFICALLY NOTED ON PLANS. RESTORE, PATCH AND PAINT ALL DAMAGED BUILDING COMPONENTS TO RESTORETO SIMILAR OR BETTER CONDITION, PRIOR TO EXECUTING WORK IN THIS STATEMENT OF WORK. ALL FIRESTOPPING IS TO BE INSTALLED BY A SPECIALTY CONTRACTOR CERTIFIED TO INSTALL FIRE-STOP MATERIALS, ANDRECOGNIZED BY THE NIH FIRE MARSHAL AS BEING QUALIFIED. SEE SPECIFICATIONS.

18. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND POWER FOR DEMOLITION ANDCONSTRUCTION PHASES OF WORK. ALL TEMPORARY WORK SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTSAS DETERMINED BY THE PROJECT OFFICER.

19. THE CONTRACTOR SHALL TEST ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT AND DEMONSTRATE TO THEOWNER ITS PROPER OPERATION.

20. ALL EQUIPMENT AND WORKMANSHIP SHALL BE GUARANTEED IN FULL FOR ONE YEAR FROM THE DATE OF FINALACCEPTANCE OF THE WORK.

21. PRODUCTS CONTAINING ASBESTOS OR PCB'S ARE NOT PERMITTED FOR USE ON THIS PROJECT.

22. ALL SUPPLY DUCTWORK AND PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE NIH DRM FOR EACHAPPLICATION.

23. ALL DUCTWORK SHALL COMPLY WITH THE REQUIREMENTS IN THE NIH DRM.

24. ALL PIPING SHALL COMPLY WITH THE REQUIREMENTS IN THE NIH DRM.

25. THE CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF MANUFACTURER'S PUBLISHED OPERATING ANDMAINTENANCE INSTRUCTIONS INCLUDING PREVENTIVE MAINTENANCE, SPECIAL TOOLS, REPAIR REQUIREMENTS,PARTS LIST, SPARE PARTS LIST AND OPERATING FOR ALL SERVICEABLE EQUIPMENT PROVIDED UNDER THISCONTRACT. OPERATING AND MAINTENANCE INSTRUCTIONS AND TRAINING SHALL BE PRESENTED TO THE PROJECTOFFICER, BOUND IN A SINGLE BOOKLET AND TABBED BY SYSTEM, BEFORE THE PRE-FINAL REVIEW OFCONSTRUCTION.

26. CONTRACTOR TO PROVIDE PERMANENT EQUIPMENT NAME PLATES TO INCLUDE NIH EQUIPMENT FACILITY NUMBER.COORDINATE WITH THE NIH FACILITY OFFICE FOR THE APPROPRIATE EQUIPMENT NUMBER TO USE.

27. CONTRACTOR SHALL COORDINATE ALL NIH-DFM INSPECTION WITH THE PROJECT OFFICER PRIOR TO FINALAPPROVAL.

28. CONTRACTOR SHALL MAINTAIN STEAM, CHILLED WATER AND OTHER UTILITIES SERVICES IN OPERATIONTHROUGHOUT THE CONSTRUCTION, INCLUDING DEMOLITION AND NEW WORK INSTALLATION.

29. ALL WORK SHALL COMPLY WITH NFPA 13, NFPA 70, NFPA 72, NFPA 80,NFPA 90A, NFPA 101, NFPA 241, IBC, IMC, IPCAND NIH DRM.

30. SUPPLY AND OUTSIDE AIR DUCTWORK INSULATION SHALL BE 2" THICK BLANKET MINERAL FIBER / GLASS FIBERASTM C1290, TYPE III, FSK FACED, PER DRM. SEE GENERAL NOTE 22.

31. ALL NEW DUCTWORK SHALL BE GALVANIZED STEEL G90, 2 IN. W.G. SEE GENERAL NOTE 23 ABOVE.

GENERAL NOTES :

ABBREVIATIONS

LEGEND

PIPE CONTINUING

PIPE CAP

CLEANOUT (CO)

PIPE UP, PIPE DOWN

NEW WORK

CONNECT NEW TO EXISTING

LIMIT OF DEMOLITION

ABV ABOVE

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

BAS BUILDING AUTOMATION SYSTEM

CD CEILING DIFFUSER

CFM CUBIC FEET PER MINUTE

CLG CEILING

CP CONDENSATE PUMP

CR CONDENSATE RECEIVED

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

D DRAIN PIPE

DB DRY BULB TEMPERATURE

DN DOWN

(E) EXISTING

E.A EXHAUST AIR

FD FIRE DAMPER

FT FEET

FPM FEET PER MINUTE

GAL GALLON

GPM GALLON PER MINUTE

HP HORSE POWER

HR HOUR

IN INCH

LD LINEAR DIFFUSER

LDR LINEAR RETURN

LPR LOW PRESSURE CONDENSATE RETURN

LPS LOW PRESSURE STEAM

MAX MAXIMUM

MBH THOUSAND BRITISH THERMAL UNIT

MIN MINIMUM

(N) NEW

DEMOLITION WORK

CAPPED PIPE

PIPE DIRECTION OF FLOW

OFFSET IN PIPE

PIPE BRANCH TOP TAKEOFF

PIPE BRANCH BOTTOM TAKEOFF

DEMOLITION DRAWING NOTE

SAFETY RELIEF VALVE

NEW WORK

EXISTING TO REMAIN WORK

ME

CH

- G

EN

ER

AL N

OT

ES

, LE

GE

ND

&

AB

BR

EV

IA

TIO

NS

TEMPORARY WORK NOTE

AUTOMATIC CONTROL VALVE (TWO-WAY)

GATE/SHUTOFF VALVE

GLOBE VALVE

SUPPLY CEILING DIFFUSER

RETURN AIR GRILLE

VOLUME DAMPERVD

THERMOSTAT

BDBACKDRAFT DAMPER

EXHAUST GRILLE

MARK

VARIABLE VOLUME AIR TERMINAL DEVICES

LOCATIONSUPPLY AIR TERMINAL UNIT REMARKS:

OPEN OFFICE

OPEN OFFICE

OPEN OFFICE

PRIVATE OFFICE

OPEN OFFICE

MAXIMUM(CFM)

MINIMUM MAXIMUM MAXIMUM MINIMUM(CFM) UNIT PD APD INLET SIZE

1

2

3

4

5

IN OZ H2O (IN)

200 80

440 130

350 120

120 40

550 150

IN OF WATER

0.02

0.10

0.10

0.02

0.02

0.003

0.003

0.003

0.003

0.003

5

7

6

4

8

BASIS OF DESIGNTITUS MODEL DESV

MARK SERVICE

SUPPLY

RANGE(CFM)

NECK FACE FACE PATTERNSIZE SIZE TYPE

CD-1

CD-2

(IN)

110-130 6 24X24 ARCH. CLG. DIFF. SEE PLANS

FINISH MATERIAL MOUNTING

BASIS OF DESIGN:

REMARKS

WHITE STEEL LAY - IN TITUS MODEL OMNI

DIFFUSERS, REGISTERS, AND GRILLES

SUPPLY

(IN)

150-240 8 24X24 ARCH. CLG. DIFF. SEE PLANS WHITE STEEL LAY - IN TITUS MODEL OMNI

MARK

1

LOCATION

MECHANICAL ROOM

SERVICE

OFFICE AREA

FAN CHARACTERISTICSCFM

2100

MIN.OA

(CFM)

578

TSP(IN H2O)

4.5

ESP

2.7

MOTORHP

5

PH

3

VOLT

208

VFD

NO

STEAM HEATING COILEAT

55

LAT

70

MAX.AIRPD

0.17

CAPACITY(MBH)

38

MAX.STEAMPRESS.

(PSI)

15

TOTALSTEAMFLOW

(LBS/HR)

FINSPERIN

6

NO.COILS

1

COOLING COILEAT (°F)

DB

82.2

WB

68.8

LAT (°F)DB

55.0

WB

54.0

MAX.FACEVEL.

(FPM)

450

MAX.AIRPD

0.90

MAX.WATER

PD

8.65

CAPACITY(MBH)

76.9

CFM

2100

EWT(°F)

44 CARRIER 39LF-06

(IN H2O)

AIR HANDLING UNITS

S:\O

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_M0.01

Rev 1.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

MARK HP

1/5

VOLTZ HZ WATTS GPH

CP -1 115 60 185 380

CONDENSATE PUMP

OF REMARKS

15 BASIS OF DESIGN. LITTLE GIANT MODEL VLC-45ULS

FIRE DAMPERFD

NOTES:

1. FOR ADDITIONAL INFORMATION SEE SPECIFICATIONS

2. UNIT SHALL BE PROVIDED WITH AUTOMATIC START-STOP OPERATION, SAFETY OVERFLOW SWITCH,

THERMALLY PROTECTED MOTOR, ONE GALLON TANK. (MINIMUM)

3. SAFETY SWITCH SHALL BE INTERLOCKED WITH AHU AND SHALL ACTIVATE LOCAL ALARM UPON

OVERFLOW.

FEET

HEAD

TITUS MODEL DESV

TITUS MODEL DESV

TITUS MODEL DESV

TITUS MODEL DESV

CONF. ROOM6 500 150 0.02 8 TITUS MODEL DESV

NOTES:

1. VAV BOXES SHALL BE PRESSURE INDEPENDENT AND SHALL BE PROVIDED WITH DIGITAL, ELECTRONIC CONTROLLER, COMPLETE

WITH SPACE THERMOSTAT AND INTERLOCK WITH AHU-1.

2. CONTRACTOR SHALL COORDINATE CONTROLLER ORIENTATION WITH ACTUAL LOCATION AND FIELD CONDITIONS, FOR ADEQUATE

ACCESS.

3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4. PROVIDE MULTI OUTLET PLENUMS WHILE MAINTAINING MAX ALLOWED LENGTH FOR FLEXIBLE DUCTWORK.

SUPPLYLD-1

LDR-1

500 - LINEAR SLOT SEE PLANS 1 ALUMINUM DRYWALL INSTALLATION TITUS MODEL ML-38, 3 SLOTS, 12 FEET LONG

RETURN SEE PLANS

RG-1

RG-2

1522 24X24 SEE PLANS WHITE STEEL LAY - IN TITUS MODEL 355RS

120 10X6 GRILLE SEE PLANS WHITE STEEL LAY - IN

RETURN

RETURN

500 -

-

-

-

-

LINEAR SLOT

GRILLE

1 ALUMINUM DRYWALL INSTALLATION TITUS MODEL ML-38, 3 SLOTS, 12 FEET LONG

TITUS MODEL 355RS

NOTES:

1. CONTRACTOR TO COORDINATE BORDER TYPE W/ ARCH. PRIOR TO ORDERING DIFFUSERS

2. PROVIDE PLENUM FOR ALL LINEAR DIFFERS (SUPPLY AND RETURN) EVERY 4', (MODEL MP-38), VOLUME AND PATTERN CONTROLLER.

3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

NOTES:

1. ESP TO EXCLUDE PD OF UNIT COMPONENTS FURNISHED BY UNIT MANUFACTURER SUCH AS COILS AND DAMPERS

2. PROVIDE UNIT COMPLETE WITH DOUBLE INSULATED WALLS, VIBRATION ISOLATORS, VARIABLE INLET GUIDE VANES, MIXING AIR / FILTER MODULE, ACCESS MODULES WITH DOOR, STEAM HEATING COIL, CHILLED WATER COIL, STAILESS STEEL CONDENSATE

DRAIN PAN, MERV II FILTERS.

3. COIL SHALL HAVE COPPER PLATE FINS, STAINLESS STEEL CASING AND SYSTEM DISTRIBUTING WITH COPPER FINS.

4. CONTRACTOR SHALL COORDINATE LOCATION OF CONCRETE PAD AND AIR HANDLING UNIT WITH ALL EXISTING EQUIPMENT AND BUILDING STRUCTURE AND COMPONENTS.

5. PROVIDE ELECTRONIC CONTROLLER SUITABLE FOR BAS INTERFACING AND COMMUNICATING WITH VAV UNITS, FOR A COMPLETE SYSTEM OPERATION.

6. PROVIDE STEAM AND CHILLED WATER CONTROL VALVES AND ASSOCIATED CONTROLS.

BASIS OFDESIGN:

(°F) (°F)

(IN WG)

MARK

CONDENSATE RECEIVER

DISCHARGE REMARKS:

20

MOTORHP

OUTLET RECEIVER NO. OF(IN) CAPACITY PUMPS

CR-1

(GAL)

1/3 3/4 5 1/2 1 SHIPCO, MODEL ACH

BASIS OF DESIGN

NOTES:1. PROVIDE UNIT WITH BUILT IN MOTOR THERMAL OVERLOAD PROTECTION2. PROVIDE UNIT WITH FACTORY HIGH WATER ALARM AND AUTOMATIC CUT OFF SWITCH.3. CAST IRON RECEIVER WITH STAINLESS STEEL FLOAT SWITCH4. ELEC. CHARACTERISTICS: 115V, 1HP, 60HZ, 1/3 HP

PRESSURE(PSIG)

R DRISING DUCTWORK DROPPING DUCTWORK BALANCING VALVE

UNION

STRAINER

MANUAL AIR VENT

THERMOSTATIC AIR VENT

FLOAT AND THERMOSTATIC VENT

M MOTORIZED DAMPER

39

(IN. WG)

INLET(IN)

2

GPM

18

MOTORRPM

3500

TOTAL

GPM

12.8

CAPACITY(MBH)

49.7

LEAK DETECTION SYSTEM SHALL BE RLE-VERIS

INDUSTRIES (BASIS OF DESIGN), INCLUDING LEAK PANELS

MODEL LD310, REMOTE ENUNCIATOR PANEL MODEL

LD1000 AND MULTIPLE CONTROL ZONE PANEL LDRA6.

ALARM SHALL BE MONITORED BY BAS SYSTEM

SHALL BE PROVIDED COMPLETE WITH (SC) SENSING

CABLE KITS FOR TWO LOCATIONS. SEE SPECIFICATIONS

FOR ADDITIONAL INFORMATION. SEE PLUMBING

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

OA OUTSIDE AIR

P.O PROJECT OFFICER

PSI POUND PER SQUARE INCH

P/T PRESSURE TEMPERATURE

(R) RELOCATE

RA RETURN AIR

(N) RELOCATED

RAG, RG RETURN AIR GRILLE

SD DUCT SMOKE DETECTOR

SS STAINLESS STEEL

TYP TYPICAL

VAV VARIABLE AIR VOLUME

V.D VOLUME DAMPER

VP VENT PIPE

W/ WITH

WATER / LEAK DETECTION

SD DUCT SMOKE DETECTOR

1

1

1

1

BA

SE

ME

NT

P

LA

N - N

EW

W

OR

K -

ME

CH

AN

IC

AL

M1.01

CM

MO

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BASEMENT PLAN - NEW WORK - MECHANICAL

SCALE: 3/16" = 1' - 0"

M1.01

1

DRAWING NOTES NEW WORK PLAN

1. FOR EQUIPMENT SCHEDULES, SEE DRAWING M0.01

2. CONTRACTOR SHALL COORDINATE ACTUAL DUCTWORK LAYOUT WITH EXISTINGPIPING, DUCTWORK COLUMNS AND BEAMS.

3. CONTRACTOR SHALL COORDINATE ACTUAL EQUIPMENT LOCATION TO PROVIDEADEQUATE SPACE FOR SERVICE ACCESS AS RECOMMENDED BY THEEQUIPMENT MANUFACTURER.

4. CONTRACTOR TO LOCATE VOLUME DAMPER WHERE IT CAN BE ACCESSIBLE.

5. CONTRACTOR TO BALANCE ALL AIR DEVICES.

6. SEE DRAWING M3.02 FOR DEMOLITION WORK.

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_M1.01

Rev 1.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

DRAWING KEYED NOTES

CONCRETE PAD. SEE DETAIL ON DWG.

AHU 14A -B- 1

EXISTING STEAM SUPPLY AND RETURN PIPING

EXISTING EXHAUST DUCTWORK

CAP DUCT OPENING

1" CONDENSATE DRAIN LINE, SLOPED TO CP-1

TO AHU-14-B-1 COOLING COIL. SEE AHU/COOLING CONNECTION DETAIL ON DRAWINGM3.01.

STRIPLINE DIFFUSER (LD) 12' LONG 500 CFM AND 3/4" SLOT. SEE SCHEDULES ONDRAWING M0.01.

STRIPLINE RETURN AIR (LDR) 12' LONG, 3/4" SLOT, 500 CFM. SEE SCHEDULES ONDRAWING M0.01

INSTALL NEW 1-1/4" STEAM RETURN LINE AT THE SAME HEIGHT OF THE STEAMSUPPLY HEIGHT. PROVIDE DOUBLE ELBOW FITTING CONNECTIONS AT EACH END OFTHE NEW PIPE CONNECTION WITH EXISTING

CONNECTION TO NEW RAISED STEAM PIPING

30X14 EXHAUST DUCT. INSTALL DUCTWORK AS HIGH AS POSSIBLE TO ALLOWINSTALLATION OF NEW CEILING. SEE ARCH. DRAWING FRO CEILING HEIGHT.

PROVIDE PIPE SLEEVES THROUGH FIRE RATED PARTITION. SEAL PENETRATION WITHFIRE MARSHALL APPROVED FIRE RATED SEALANT. (TYP. OF 5)

PROVIDE FIRE DAMPER W/ ACCESS PANEL.

1-1/4" CONDENSATE DRAIN LINE SLOPED TO DRAIN RECEPTACLES RACKED MOUNTEDON WALL.

1-1/4" CONDENSATE LINE TO DISCHARGE ON EXISTING PIT DRAIN IN CORRIDOR WESTB1.4, 6" ABOVE RECEPTACLE, LOCATED AT APPROXIMATELY 32 FEET.

1-1/2" CWS & CWR. PROVIDE SHUT OFF VALVES. INSTALL PIPING AS HIGH ASPOSSIBLE. COORDINATE ROUTING WITH EXISTING PIPING.

EX. EXHAUST REGISTER BALANCE TO 578 CFM

3/4" LPS LINE AHU-1

BAS CONTROL PANEL. COORDINATE FINAL LOCATION WITH OTHER EQUIPMENT ANDTRADES.

1" PRESSURE RELIEF VENT PIPING RACKED ON WALL. (TYP. OF 2)

1" PRESSURE RELIEF VENT PIPING TO TERMINATE 2" ABOVE PIT FLOOR(APPROXIMATELY 32 FEET) TYP. OF 2.

3" HIGH DIKE. SEE ARCH DWGS

PROVIDE WATER DETECTION SYSTEM IN DIKE WITH LOCAL ALARM AND BASMONITORING CAPABILITY. SEE SPECIFICATIONS AND DWG M0.01 FOR ADDITIONALINFORMATION

LEAK DETECTION SYSTEM MULTIPLE ZONE PANEL.EXACT LOCATION TO BECOORDINATED WITH ARCHITECT. MULTIZONE PANEL ALARMS SHALL BEMONITORED BY THE BAS.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

MECHANICAL ROOM SECTION - A

SCALE: 1/2" = 1' - 0"

M1.01

2

1. FOR CONTINUATION, SEE FLOOR PLAN.2. CONTRACTORS SHALL COORDINATE ACTUAL AHU PAD HEIGHT TO

ENSURE PROPER CONDENSATE PIPING DRAINAGE.3. FOR ADDITIONAL PIPING AND FITTING CONNECTIONS, SEE STEAM

AND COOLING COILS PIPING DETAILS ON DRAWING M3.01 ANDM3.02

4. CONTRACTOR TO COORDINATE ACTUAL PIPING ROUTE WITHEXISTING CONNECTIONS

5. PROVIDE COORDINATED DRAWING FOR MECHANICAL ROOMLAYOUT FOR APPROVAL. SEE SPECIFICATIONS.

6. CONTRACTOR SHALL COORDINATE FINAL COIL CONNECTIONORIENTATION WITH SELECTED EQUIPMENT AND FIELDCONDITIONS.

7. CONTRACTOR SHALL COORDINATE ACTUAL COOLING & HEATINGCOILS VALVES AND FITTINGS SO THEY CAN BE ACCESSIBLE FORSERVICE.

8. PIPING ROUTE SHALL BE COORDINATED TO ALLOW FOR THENECESSARY CLEARANCE REQUIRED BY THE EQUIPMENT ACCESSDOORS.

NOTES :

EX. PIPING 12X26

FLEXIBLECONNECTION

CR - 1

CAPPEDFRESH AIR

INTAKE ANDDAMPERS

EX. SPRINKLERPIPING

26X12

19X25

16X12

12X26

12X26

1-1/2" CWS& CWR

3/4"LPR

FLEXIBLECONNECTION

12" CONCRETEPAD (MIN.)

CONDENSATE DRAIN TRAP. SEE DETAIL ONDRAWING M3.02 (ON OTHER SIDE OF UNIT)

DIRT LEG WITH VALVES(TYP.)

3/4" LPS

1-1/2" CWS& CWR

3/4" LPR(PUMPED)

1"D TO CP-1

HC

CC

3/4" LPS

3/4" LPS

1"

21

22

4" CONCRETEPAD

CP-1

ACCESSDOOR (TYP.)

VIBRATION ISOLATORS(TYP.)

FLANGED CONNECTIONS(TYP.)

ACCESS DOOR

LPS CONTROLVALVE V-2

MAIN DRIPASSEMBLY (SEE

DETAIL ON DWG.M3.01)

SHUT OFFVALVE (TYP.)

AUTOMATIC TWO-WAYCONTROL VALVE (TYP.)

STRAINER(TYP.)

UNION(TYP.)

COLUMNBEYOND

23

24

25

23

V-3

1

1

1

1

M3.01

CM

MO

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DE

TA

ILS

TYPICAL PAD

HOUSEKEEPING PAD 4'-8" x 6'-9" X 12"(MIN.) 3000PSI CONCRETE PAD; W/ #4 @ 18"CC, BOTH WAYS,AT MID-DEPTH; ON ROUGHENED EXISTINGCONCRETE SLAB. (VERIFY THAT PAD WILL EXTEND6" MIN, BEYOND FOOTPRINT OF EQUIPMENT)

FOR PAD DIMENSIONSSEE PAD NOTES

NOTE: SEE MECHANICAL PLANS FOR LOCATIONS.

EXISTING CONCRETESLAB

TOTAL OF SIX(6) EQUALLY SPACEDANCHORS, 12"± FROM NEW PADEDGES. USE 1/2" DIAMETER REBARS,5" LONG, 2" UP AND 3" INTO EXISTINGSLAB ON GRADE (SOG).

HOUSEKEEPING PAD DETAIL

SCALE: NONE

M3.01

2

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_M3.01

Rev 1.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

NOTE: PIPING SUPPORT SHALL COMPLY

MAXIMUM PIPE/TUBING SUPPORT SPACING

TUBING

NOM. SIZE

PIPE

10

11 12

1312

1614

STRENGTH INSULATIONPROVIDE HIGH COMPRESSIVE

ADJUSTABLE CLEVIS HANGER DETAIL

HANGER ROD

UNDER INSULATION SHIELD

AT HANGERINSULATION SHIELD

FOR OUTDOOR APPLICATIONALUMINUM JACKETINGINSULATION AND

(9 PCF MIN. DENSITY)

4 532 1/2IN.

FT.

FT. 9

TYPICAL PIPE HANGERS

SCALE: NONE

M3.01

1

WITH ANSI B-31.1.

DIFFUSER

INSULATEDDUCT

LENGTH PER SPECIFICATIONSUPPLY DUCT

SPIN-IN COLLARWITH MANUALBALANCING DAMPER

CEILING

TYPICAL CEILING DIFFUSER DETAIL

SCALE: NONE

M3.01

3

TRAPINVERTED BUCKET

ALTERNATE RISERPOSITION

UNINSULATEDPIPE

UNION

STRAINER WITHBLOWDOWN VALVE

LPS

SHUT-OFF VALVE

FULL SIZE DIRT LEGMINIMUM 6" LONG

FOR SIZEREFER TO PLANS

LPR

(3)

LOCATE TEST VALVE AT SIDE OF PIPE.

TO BE LINE SIZE, BUT NOT LARGER THAN 1".

WITH HOSE THREADED ADAPTER AND CAP.

BLIND FLANGE, DRILL AND TAP FOR 1" GATE VALVE

TEST VALVE WITH 6" NIPPLE AND CAP. TEST VALVE

MANUFACTURER FOR PROPER CONDENSATE DRAIN.

THIS DETAIL APPLIES FOR STEAM PRESSURE BELOW

50 PSI AT CONTROL VALVE INLET. FOR STEAM PRESSURE

50 PSI OR OVER, USE INVERTED BUCKET TRAP AND

PROVIDE CHECK VALVE AFTER EACH TRAP.

INSTALL COIL WITH PITCH RECOMMENDED BY COIL

MIN. PITCH 1/4" PER FOOT.

(5)

(4)

(3)

RECEIVER

(6)

TO CONDENSATE

(2)

NOTES:

(1)

3/4" DIRT LEG

(4)

(3)

MIN.6"

THERMOSTATIC

REFER TO

SPECIFICATION

AIR VENT

CWS

CWR(1)

DETAIL - END OF MAIN DRIP ASSEMBLY

SCALE: NONE

M3.01

6

STEAM PREHEATING COIL

SCALE: NONE

M3.01

9

NOTES:

(1) 1-1/2" AND SMALLER RUNOUTS TOCOILS: USE BALANCING VALVE ASSHOWN. PROVIDE FLOW SENSOR IN THECOMMON RETURN PIPE.

COOLING COIL PIPING

SCALE: NONE (MULTIPLE COILS)

M3.01

5

TO CONDENSATE

RECEIVER

3/4"

3/4"

MAIN DRIP

CONICAL TEE IN ROUNDAND OVAL DUCT. CONICALSPIN-IN COLLAR INRECTANGULAR DUCT

SUSPENSION RODS(MINIMUM OF 4) TOSTRUCTURE ABOVEMIN SIZE 10mm (3/8")

DUCT TRANSITION

BRANCHDUCT

SINGLE INLET AIRTERMINAL UNIT

SHEET METAL ROUND DUCT MINIMUM 3DIAMETERS OF TERMINAL INLETCONNECTION SIZE

WALL MOUNTEDTHERMOSTAT

MAIN SUPPLYDUCTWORK

VAV BOX CONTROLS

NOTES:1. PROVIDE ADEQUATE CLEARANCE FOR SERVICEACCESSIBILITY AS RECOMMENDED BY THEMANUFACTURER.

AIR TERMINAL (SHUT-OFF) UNIT INSTALLATION DETAIL

M3.01

4

SCALE: NO SCALE

1" CHAMFEREDCORNERS (TYP. OF 4)

12" MINIMUM

EQUAL

PC

PC

LPRLPRNO

NC

NC

CONDENSATE TRANSFER PUMP PIPING

SCALE: NONE

CLEAR SPACE FORBASKET REMOVAL

3/4" DRAIN VALVE WITH3/4" HOSE END CONN,CAP & CHAIN (TYP.)

IN-LINE BASKETSTRAINER

CONDENSATERETURN UNIT;REFER TOSCHEDULE ONDWG M4.01.

RECEIVER

OVERFLOW WITHDEEP SEALU-TRAP

UNION(TYP)

VENT PIPING TO PIT

0-300 F (TYP)

0-1000 PSIG (TYP)

NO

CHECK CALVE (TYP)

FLOOR

VERTICAL INLINE CONDENSATEPUMP (TYP)

4" HIGH CONCRETEHOUSEKEEPING PAD

MINIMUM 4XD

UNLESS OTHERWISE NOTED ON DRAWING M1.01.

OUTLET

PIPE INLET TO

SAFETY VALVE

IS NOT FLANGEDIF SAFETY VALVEPROVIDE UNION

MIN.

DRIP PAN ELBOW

TERMINATE VENT 2" PIPE ABOVE PIT FLOOR

TO CONDENSATERECEIVER

BE AS SHORT AS POSSIBLE

1-1/2"

SAFETY VALVE DRIP PAN ELBOW

SCALE: NONE

M3.01

7

M3.01

8

SERVICE DRAIN

NOTE:

1-SERVICE AND OVERFLOW PIPES SHALL MATCH UNIT MANUFACTURER'S RECOMMENDATION

1" 1"

INTEGRALFLOATSWITCH

1"

SEE FLOORPLAN FORCONTINUATION

OPTIONALSHUTOFFVALVE (IFREQUIRED BYMANUFACTURER)

3" DIKE. SEE ARCH. DWGS.

V-3

V-2

1

M3.02

CM

MO

CM

DE

TA

ILS

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_M3.02

Rev 1.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

A

B

DRAIN PAN

UNION

CONDENSATE DRAIN PUMP (CD-1)

SLOPE DRAIN PIPEMIN 2% SLOPE. (1

4" DROPPER FOOT OF PIPE)

DRAW-THRU UNIT

MIN A (IN.)

MIN B (IN.)

MAXPRES.(NOTE 1)AT DRAIN PAN

(IN. WG)

BLOW-THRU UNIT

MIN A (IN.)

MIN B (IN.)

(-)1 2 1.5

(-)2 3 2.0

(-)3 4 2.5

(-)4 5 3.0

(-)5 6 3.5

(+)1

(+)2

(+)3

(+)4

(+)5

1 1

2

3

4

5

1

1

1

1

UP TO 2 TONS

3 TO 5 TONS

6 TO 30 TONS

31 TO 50 TONS

51 TO 150 TONS

COOLING COIL

(-)6 7 4

(-)7 8 4.5

(-)8 9 5

(-)9 10 5.5

(-)10 11 6

(+)6

(+)7

(+)8

(+)9

(+)10

1 6

7

8

9

10

1

1

1

1

COOLING CAPACITY(TONS)

MIN PIPE DIAMETERD (IN)

34"

1"

114"

112"

2"

DRAIN NIPPLE

> 150 TONS MULTIPLE DRAINLINE REQUIRED

CLEAN OUT

CLEAN OUTEVERY 25'(FEET)

NOTE 2

TAG NAME A (IN) B (IN)

AHU TO BE COMPLETED BY A/E

NOTES:

1. MAX PRESSURE SHALL BE CONSIDEREDWET COIL + DIRTY AIR FILTER

2.PIPE SIZE SHALL NOT BE SMALLER THANDRAIN CONNECTION

MAX. PRESSURE(" W.C)

MAXPRES.(NOTE 1)AT DRAIN PAN

(IN. WG)

LONG RADIUS

CONDENSATE DRAIN TRAP DETAIL

SCALE: NONE

M3.02

6TYPICAL FIRE DAMPER INSTALLATION IN WALL

SCALE: NONE

M3.02

7

DUCT PENETRATION THROUGH INTERIOR WALL

SCALE: NONE

M3.02

2

PIPE SLEEVE THROUGH WALL

SCALE: NONE

M3.02

4

1. GENERAL HVAC SEQUENCE OF OPERATION

1.1. THE SYSTEM CONSISTS OF 35% OUTSIDE AIR HANDLING UNIT THAT SERVES THE ROOM. THE AHU INCLUDES A STEAM HEATINGCOIL, A CHILLED WATER COIL, A DRAW THROUGH FAN, FILTER AND ISOLATION DAMPERS.

1.2. THE SEQUENCE OF OPERATIONS SPECIFIED HEREIN INDICATE THE FUNCTIONAL INTENT OF THE SYSTEMS OPERATION AND MAYNOT FULLY DETAIL EVERY ASPECT OF THE PROGRAMMING THAT MAY BE REQUIRED TO OBTAIN THE INDICATED OPERATION.CONTRACTOR SHALL PROVIDE ALL PROGRAMMING NECESSARY TO OBTAIN THE SEQUENCES/SYSTEM OPERATION INDICATED. SEESPECIFICATIONS.

2. AIR HANDLING UNIT AHU-14A-B-1 - SEQUENCE OF OPERATION

2.1. UPON ACTIVATION OF THE AIR HANDLING UNIT, MOTORIZED DAMPERS MD-1 (OUTSIDE AIR) AND MD-2 (EXHAUST AIR) SHALLOPEN. STATUS OF DUCT SMOKE DAMPER SIGNAL SHALL BE CLEARED. CHILLED WATER VALVE V-3 SHALL MODULATE OPEN TOMAINTAIN 72 DEG F. ONCE ALL VALVES AND DAMPERS HAVE BEEN CONFIRMED OPEN, THE SUPPLY FAN CAN START THROUGHSOFT START.

2.2. UPON START OF THE AIR HANDLING UNIT, THE SUPPLY FAN SHALL RUN CONTUOUSLY. THE BAS SHALL PROVE FAN OPERATIONAND USE THE STATUS INDICATION TO ACCUMULATE RUNTIME. UPON FAILURE TO START (AFTER DEBOUNCE DELAY) OF THESUPPLY FAN FOR AN UNKNOWN REASON, BAS SHALL ATTEMPT ONE RESTART AFTER A 30 SECOND DELAY. IF THE UNIT FAILS TOPROVE A SECOND TIME, BAS SHALL LOCKOUT THE RUN COMMAND AND ENUNCIATE AN ALARM AS SPECIFIED ABOVE.

2.3. FILTER LOADING CONTROL: WHENEVER THE FAN IS ENERGIZED, BAS SHALL MONITOR THE PRESSURE DIFFERENTIAL THROUGHTHE FILTERS. BAS SHALL MONITOR A COMMON ALARM OUTPUT AND ENUNCIATE A LEVEL 2 ALARM WHEN AN ALARM IS INDICATEDTO CALL FOR SERVICE.

2.4. COOLING COIL LEAVING TEMPERATURE SETPOINT: WHENEVER THE AHU IS ENERGIZED, THE COOLING COIL TEMPERATURESETPOINT SHALL BE RESET FROM 53°F TO 56°F BOTH ADJUSTABLE.

2.5. THE RETURN AIR TEMPERATURE SENSOR SHALL CONTROL THE HEATING COIL. UPON A DROP OF THE RETURN AIR TEMPERATUREBELOW 55 DEG F, THE COOLING COIL CONTROL VALVE SHALL MODULATE TO CLOSE. IF THE RETURN AIR TEMPERATURECONTINUES TO DROP BELOW 54 DEG F, THE HEATING COIL CONTROL VALVE V-2 SHALL MODULATE OPEN TO MAINTAIN THERETURN AIR TEMPERATURE AT ITS SET POINT OF 72 DEG F. UPON AN INCREASE OF RETURN AIR TEMPERATURE, THE REVERSESHALL OCCUR.

3. VARIABLE AIR VOLUME BOXES SEQUENCE OF OPERATION

3.1. ALL VAV BOXES SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE THERMOSTAT SET POINT BY MODULATING THE VALVE.STATIC PRESSURE SENSOR LOCATED AT 3/4 DISTANCE OF THE SUPPLY DUCTWORK SHALL CONTROL THE INLET GUIDE VANES.THE BAS SHALL MONITOR AND CONTROL THE SET POINTS FOR EACH VAV BOX.

4. CONDENSATE RETURN PUMP CP-1 SEQUENCE OF OPERATION

4.1. CONDENSATE PUMP SHALL RUN CONTINUOUSLY. THE BAS SHALL MONITOR A COMMON ALARM OVERFLOW OUTPUT AND SHALLENUNCIATE A LEVEL 2 ALARM WHEN THE CONDENSATE PUMP HAS REACHED OVERFLOW LEVEL.

5. CONDENSATE RECIEVER PUMP CR-1 SEQUENCE OF OPERATION

5.1. CONDENSATE RECIEVER PUMP SHALL RUN CONTINUOUSLY. THE BAS SHALL MONITOR A COMMON ALARM OVERFLOW OUTPUT.UPON REACHING OVERFLOW LEVEL, THE BAS SHALL CLOSE THE LOW PRESSURE STEAM ISOLATION VALVE ( V-1) AND ENUNCIATEA LEVEL 2 ALARM.

5.2. WHEN THE AIR HANDLING UNIT IS NOT IN OPERATION, CONTROL DEVICES SHALL REMAIN IN THEIR "OFF" POSITIONS. "OFF"POSITIONS MAY DIFFER FROM THE "NORMAL" (MEANING FAILED) POSITION. WHILE THE AHU IS DEENERGIZED, THE COOLING COILVALVE SHALL REMAIN CLOSED.

6. LEAK DETECTION SYSTEM SEQUENCE OF OPERATION

6.1. THE LEAK DETECTION SYSTEM SHALL RUN CONTINUOUSLY AND SHALL BE MONITORED LOCALLY AND BY THE BAS. UPON LEAKDETECTION FROM ANY OF THE TWO ZONES (MECHANICAL ROOM AND DRAIN PAN), A ZONE ALARM SHALL BE LOCALLYANNOUNCED AND MONITORED BY THE BAS FOR SERVICE.

7. SAFETIES

7.1. SYSTEM CONDITION ALARMING: BAS SHALL MONITOR THE POINTS AND PARAMETERS INDICATED IN THE POINTS LIST ANDENUNCIATE AN ALARM WHEN THE VALUE CROSSES THE ALARM SETPOINT LIMITS INDICATED IN THE POINTS LIST

7.2. ALARMING: COORDINATE WITH THE OPERATION AND MAINTENANCE ORGANIZATION FOR PRIORITY LEVELS AND ROUTING OFALARMS. ALSO, TO AVOID NUISANCE NOTIFICATIONS, COORDINATE ON ALARMS THAT SHALL BE FILTERED OUT WHEN THE UNIT ISOFF OR STARTING/STOPPING.

7.3. TRENDING: THE BAS SHALL CONTINUOUSLY MONITOR, CALCULATE AND DISPLAY THE PARAMETERS INDICATED IN THE POINTSLIST AT THE INTERVALS INDICATED. THESE VALUES SHALL BE STORED INITIALLY IN THE BUFFER OF THE CONTROLLER, AND THENBE UPLOADED PERIODICALLY AND STORED ON A SPECIFIED HARD DISC.

DEVICE

HEATING COIL VALVES

"OFF"POSITION

"NORMAL"POSITION

COOLING COIL VALVESVAR. FREQ. DRIVE

MODULATECLOSEDOFF

OPENCLOSEDSTOP

FT

SA

VLV

SA SA

FLOW

SUPPLY AIRTERMINALUNIT

MAIN SUPPLYAIR DUCT

OCCUPIED PERIOD : BAS SHALL SET A FIXED SET POINT (ADJUSTABLE) FOR VAV BOXES, VAV SHALL MODULATE TO MAINTAIN THEOCCUPIED SPACE TEMPERATURE.

UNOCCUPIED PERIOD : BAS SHALL BE SET TO A MINIMUM SET POINT (ADJUSTABLE) FOR VAV BOX, VAV BOX CONTROL VALVE SHALLMODULATE TO MAINTAIN MIN. SPACE TEMPERATURE.

INTERLOCK TO AHU-1 : IF AHU-1 FAIL TO START, ALL VAV BOXES SHALL BE CLOSED.

AI

AO

SEQUENCE OF OPERATION - AIR HANDLING UNIT

SEQUENCE OF OPERATION - VARIABLE AIR VOLUME BOXES

BASEMENT - DEMOLITION - MECHANICAL

SCALE: 3/16" = 1'-0"

M3.02

1

EXISTING EXH. GRILLETO REMAIN

REMOVE EXISTING EXH. GRILLE.CAP DUCT OPENING

REMOVE EXISTING EX. GRILLE.CAP DUCT OPENING

REMOVE EXISTINGDUCTWORK

REMOVE EXISTINGPIPING TO MATCH THEHIGHER PIPING LOOP.

M3.02

3

AIR HANDLING UNIT FLOW DIAGRAM (DRAW THROUGH)

SCALE: NONE

M3.02

5

DUCTSMOKEDETECTOR

SUPPLY FANSECTION

CHILLED WATERCOOLING COIL

STEAM HEATING COIL

VARIABLE INLETGUIDE VANES

FROMRETURNGRILLE

FROM DUCTEDRETURN ANDOUTSIDE AIR

VD

VD

V-2

V-1

V-3

CR-1

CP-1

FILTERSECTION

OVERFLOW DETECTIONSWITCH

OVERFLOW

AHU - 14A-B-1

SUPPLYAIR DUCT

TO AHURETURNAIR DUCT

FROMROOM14A B23

OUTSIDEAIRFROM

TO EF

OUTSIDE AIR

EXHAUST AIR

MD-1

MD-2

1

1

X X

KH

MO

CM

P0.01

FLOOR DRAINFD

CHECK VALVE

GATE VALVE

VACUUM BREAKER

PIPE TURNED UP

PIPE TURNED DOWN

SANITARY PIPING

HOT WATER PIPING

COLD WATER PIPING

VENT PIPING

WATER RISER ID

SEE PROJECT PLUMBING SPECIFICATIONS SECTIONS FOR ADDITIONAL

SHALL INCLUDE PIPE, FITTINGS, HANGERS AND SUPPORTS, INSULATION, FIXTURES AND FOR REVIEW TO THE ARCHITECT ALL DEVICES TO BE USED IN THE WORK. SUBMITTALS WITHIN THIRTY (30) DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL SUBMIT

ACCEPTANCE OF THE WORK, AND THAT ALL WORK WHICH PROVES DEFECTIVE DURING DOCUMENTS AND ARE FULLY GUARANTEED FOR ONE YEAR FROM THE DATE OF FINALALL MATERIALS AND INSTALLATION ARE IN ACCORDANCE WITH THE CONTRACT FURNISH THE OWNER'S REPRESENTATIVE WITH A WRITTEN GUARANTEE, STATING THAT

DAYS IN ADVANCE. SHUTDOWN TIME WILL BE KEPT TO A MINIMUM, AND PERFORMED COORDINATE SHUTDOWN OF EXISTING SYSTEMS WITH THE OWNER AT LEAST 15 WORKING

DIMENSIONS AT THE SITE AND EXAMINE ADJOINING WORK ON WHICH ITS WORK WILL BE THE CONTRACTOR BEFORE COMMENCING ANY WORK, SHALL VERIFY ALL GOVERNING

ALL PIPE SHALL BE INSTALLED ABOVE CEILINGS, INSIDE WALLS OR IN CONCEALED

CONTRACTOR SHALL VERIFY VACUUM BREAKER OPERATION AND SHALL REPLACE OR

AND FLANGE UNION ISOLATING JOINTS TO PREVENT ANY ELECTROLYTIC ACTION PROVIDE DIELECTRIC COUPLINGS AT ALL FERROUS TO NONFERROUS PIPE CONNECTIONS

RETURN TO SERVICE. TEST WATER PIPING PER LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC) AT NO LESS THAN 50 PSI FOR 15 MINUTES FOR AIR TEST.

TEST WATER UNDER ACTUAL OPERATING CONDITIONS. REPAIR LEAKS AND

MAKE REPAIRS WITH NEW MATERIALS. REPLACE LEAKING MATERIALS, DO NOT REPAIR

INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING. SEE SPECIFICATIONS.

THAT TIME SHALL BE REPLACED AT NOT COST TO THE OWNER.

DEPENDANT REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT.

BETWEEN DISSIMILAR METALS.

K.

J.

I.

H.

G.

WHEN CONVENIENT TO THE OWNER.

RELATED EQUIPMENT.

E.

D.

B.

C.

A.

V VENT/ VACUUM/ VOLTS

(R)

SAN

KW

HW

(E)

BFP

CW

RELOCATED

HOT WATER PIPING

SANITARY

KILOWATT

BACK FLOW PREVENTER

COLD WATER PIPING

EXISTING

EXISTING TO REMAIN

NEW WORK

PLUMBING FIXTURE IDENTIFICATION

EXISTING TO BE REMOVED

SANITARY RISER ID

DEMOLITION WORK PLAN NOTE IDENTIFICATION

NEW TO EXISTING CONNECTION

LIMIT OF DEMOLITION

CLG CEILING

(N) REFRIGERATOR

ALL SANITARY AND DRAINAGE PIPING SHALL BE SLOPED AT 2%.L.

GPM GALLONS PER MINUTE

AFF ABOVE FINISHED FLOOR

REVERSED OSMOSIS WATER

NEW WORK PLAN NOTE IDENTIFICATION

PLUMBING GENERAL NOTES PLUMBING SYMBOLS

PLUMBING ABBREVIATIONS

REQUIREMENTS.

SPACES, UNLESS NOTED OTHERWISE.

PRODUCTS CONTAINING ASBESTOS OR PCB'S ARE NOT PERMITTED FOR USE ONTHIS PROJECT.

PROVIDE ALL NECESSARY FITTING FOR COMPLETE AND PROPER INSTALLATION.

M.

N.

SK SINK

BALL VALVE

DN DOWN

PH PHASE

BY PATCHING.

FEETFT

PROVIDE NEW AS REQUIRED BY THE DRM.

CO CLEANOUT

DFU DRAINAGE FIXTURE UNIT

EA EACH

FLOOR CLEANOUTFCO

INV. EL. INVERT ELEVATION

NO.

PLUMBING FIXTURE CONNECTION SCHEDULE

SK-1

FIXTURE TYPE W V MOUNTING

KITCHEN SINK 1/2"

REMARKSCW HW

1/2" 1 1/2" 2" COUNTER STAINLESS STEEL (SEE ARCH. DRAWINGS)

WH-1 WATER HEATER 1/2" 1/2" BELOW COUNTER SEE PLUMBING EQUIPMENT SCHEDULE

DP-1 DRAIN PUMP 1 1/2" 1"

FIRE PROTECTION GENERAL NOTES:

1. THE SPACE IS CURRENTLY PROTECTED BY AN EXISTING AUTOMATIC WET SPRINKLERSYSTEM. CONTRACTOR SHALL MODIFY HEAD LOCATIONS AND REPLACE HEADS ASNECESSARY IN THE ENTIRE NEW AREA OF WORK TO PROVIDE A FULLY FUNCTIONALSPRINKLER SYSTEM COMPLAINT WITH NFPA-13 AND THE NIH FIRE MARSHAL.

2. THE SPRINKLER CONTRACTOR SHALL PROVIDE AND LOCATE HEADS FORAPPROPRIATE COVERAGE TO MEET THE REQUIREMENTS OF NFPA-13 AND THE NIHFIRE MARSHAL, INCLUDING COORDINATION WITH ALL CEILING ELEVATION CHANGES,BULKHEADS, AND BUILDING STRUCTURAL MEMBERS. (AS APPLICABLE). IF THESPRINKLER SYSTEM IS IMPAIRED FOR A PERIOD LONGER THAN 10, EITHER A FIREWATCH OR TEMPORARY 1-HOUR FIRE RATED BARRIERS SHALL BE PROVIDED. IFTEMPORARY BARRIERS ARE GOING TO BE INSTALLED, CONTRACTOR SHALL INDICATETHEIR LOCATION ON THE PLANS FOR NIH DFM APPROVAL.

3. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ANY DEMOLITION OF THEEXISTING CEILING WITHIN THE AREA OF WORK. ADJUST EXISTING SPRINKLERCOVERAGE DURING CONSTRUCTION. VERIFY EXACT REQUIREMENTS WITH NIH FIREMARSHAL AND AUTHORITY HAVING JURISDICTION.

4. ALL HEADS SHALL BE QUICK RESPONSE, SEMI-RECESSED TYPE TO MATCH EXISTINGUNLESS OTHERWISE NOTED. ALL HEADS MUST BE INSTALLED A MINIMUM OF 18"AWAY FROM AIR DIFFUSERS.

5. THE CONTRACTOR MUST PROVIDE ALL NECESSARY DRAWINGS AND CALCULATIONDOCUMENTATION TO NIH FIRE MARSHAL TO INDICATE ALL REQUIRED SPRINKLERWORK IN ACCORDANCE WITH THE 2008 NIH DESIGN REQUIREMENTS MANUAL (DRM).

6. SEE SPECIFICATIONS FOR ALL SPRINKLER REQUIREMENTS.7. PRIOR TO OCCUPANCY, FIRE MARSHAL INSPECTION IS REQUIRED.8. SPRINKLERS SHALL BE INSTALLED UNDER NEW DUCTS OVER 48" IN WIDTH. THIS

MEASUREMENT INCLUDES INSULATION.

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

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M 14A

B23 O

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_P0.01

Rev 1.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

BELOW COUNTER SEE PLUMBING EQUIPMENT SCHEDULE- -

- -

DP DRAIN PUMP

FLA FULL LOAD AMP

WH WATER HEATER

PLUMBING EQUIPMENT SCHEDULE

1. DRAIN PUMP - (DP-1)BASIS OF DESIGN: DRAINOSAUR MODEL WRS-6, 1/3 HP, 115 V, 1PH, 9FLA, 10 GPM @16 FT OF HEAD

2. WATER HEATER - (WH-1)BASIS OF DESIGN: EEMAX ACCUMIX M13, MODEL MB01224OT, WITH INTEGRAL MIXINGVALVE (ASSE 1020-2004 COMPLIANT), 1/2" COMPRESSION FITTING, TANK-LESS WATERHEATER, 8.7 KW, 42A, 208V, 1Ø, 59º TEMP RISE AT 1.0 GPM. PROVIDE SHUT OFFVALVES AND ALL TRIMS FOR COMPLETE INSTALLATION. MAXIMUM OPERATINGPRESSURE 150 PSI. UNIT SHALL BE PROVIDED WITH AUTOMATIC HEATER ACTIVATIONSWITCH FOR ON DEMAND OPERATION.

3. KITCHEN SINK - (SK-1)BASIS OF DESIGN: MODEL DAYTON ELITE, DSERD12722, SINGLE BOWL SINK WITHSLIM RIM, STAINLESS STEEL , TOP MOUNT INSTALLATION. OVERALL DIMENSIONS,L-27", W=22", INSIDE BOWL DEPTH = 8". CONTRACTOR SHALL COORDINATE NUMBEROF HOLES AND CONFIGURATION WITH ACTUAL FAUCET SELECTION. PROVIDE DRAINFITTING, BASIS OF DESIGN ELKAY MODEL LK 35 B WITH STAINLESS STEEL BODY,REMOVABLE CONICAL BASKET AND TAIL PIECE.

4. KITCHEN FAUCETBASIS OF DESIGN: ELKAY DECK-MOUNT 4" CENTER COMMERCIAL FAUCET MODELLK406HA10L2, CHROME FINISH, AERATOR SET AT MAX. 1.0 GPM, DUAL HANDLEFAUCET.

SP SPRINKLER PIPING

UNION

LPR LOW PRESSURE RETURN

LPS LOW PRESSURE STEAM

PLB

G - G

EN

ER

AL N

OT

ES

, LE

GE

ND

,

AB

BR

EV

IA

TIO

NS

&

S

CH

ED

ULE

S

LABORATORY WASTE DRAIN PAN

SCALE: NONE

P0.01

1

3" LAB WASTEPIPING

WELDED 16 GAUGE 316STAINLESS STEEL DRAIN PAN.SEE DWG P1.01 FORADDITIONAL PHYSICALDIMENTIONS

NOTES:

1. ALL ENDS OF THE DRAIN PAN SHALL BE CLOSED

2. PROVIDE LEAK DETECTION CABLE SENSORSWITH LOCAL ALARM AND LOCAL CONNECTIONSTO MULTIPLE ZONE PANEL IN MECHANICALROOM.

WELDED SUPPORT BRACKET FOR THREADEDROD FOR HUNG INSTALLATION. (TYP.)CONTRACTOR TO PROVIDE AS MANYNECESSARY TO KEEP MAIN DRAIN PANSTABLE AND LEVEL, EVEN WHEN FILLED WITHWASTEWATER.

LEAK DETECTION SENSINGCABLE

2"

8" PP POLYPROPYLENE

1

EX. PIPING TO REMAIN.

1" VENT TO NEAREST EXISTING 2" VENT (APPROXIMATELY 60')

EXISTING 4" SAN. LINE.

MAKE NEW CONNECTION AS HIGH AS POSSIBLE

8" WIDE WELDED STAINLESS STEEL DRAIN PAN BELOW EXISTINGLABORATORY DRAIN LINE. DRAIN PAN SHALL BE CLOSED AT ALL ENDSAND SHALL BE PROVIDED WITH WATER/LEAK DETECTION SYSTEM WITHALARM, SEE DRAWING M0.01 FOR ADDITIONAL INFORMATION. SEE DETAILON DWG M0.01. CONTRACTOR TO COORDINATE FINAL SHAPE OF DRAINPAN. SUBMIT PROPOSED LAYOUT TO PO FOR APPROVAL.

REPLACE EXISTING 3" LABORATORY WASTE PIPING WITH NEW HIGHSILICON CAST IRON HUB-LESS PIPING AS SPECIFIED . CONTRACTOR TOENSURE THAT REMAINING PIPING (PP) AND NEW FITTINGS ARE LEAFPROOF.

PROVIDE PIPE SLEEVE WITH FIRE MARSHALL APPROVED FIRE STOPPINGMATERIAL. SEE DETAIL 4 ON DWG 3.01

1

DOMESTIC WATER RISER DIAGRAM

SCALE: NONE

P1.01

4

BA

SE

ME

NT

P

LA

N - N

EW

W

OR

K -

PLB

G &

F

IR

E P

RO

TE

CT

IO

N

P1.01

CM

CR

CM

1. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING PIPING, DUCTWORK, EQUIPMENT AND BUILDING COMPONENTS.

2. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL EXISTINGCONDITIONS AND WORK OF ALL TRADES.

3. CONTRACTOR TO PROVIDE ALL THE NECESSARY FITTINGS,APPURTENANCES AND ACCESSORIES FOR ALL NEW EQUIPMENT ASRECOMMENDED BY THE MANUFACTURERS, REQUIRED BY CODEFOR PROPER SYSTEM OPERATIONS.

4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.5. CONTRACTOR SHALL FINISH ROUTING OF LABORATORY PIPING TO

ALLOW FOR PROPER SLOPE AND CLEAN FITTING CONNECTIONS TOMINIMIZE PIPE LEAKS,

BASEMENT PLAN - NEW WORK - PLUMBING AND FIRE PROTECTION

SCALE: 1/4" = 1' - 0"

P1.01

1

DRAWING GENERAL NOTES:

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

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E

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_P1.01

Rev 1.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

SANITARY RISER DIAGRAM

SCALE: NONE

P1.01

3

3

CONFERENCE ROOM PART PLAN

SCALE: 1/2" = 1'-0"

P1.01

2

2

3

2

1

1

1

1

4

4

5

ARCHITECTURAL LIMIT

OF CONSTRUCTION

5

6

7

7

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1

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AR

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SHEET OF TOTAL SHEET__ __

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NAME

WRK REQ. NO.

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SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

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DR

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

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E

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NO

VA

TIO

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Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_E0.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

ELE

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ELECTRICAL DEMOLITION PLAN

SCALE: 1/4" = 1' - 0"

E1.01

1

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NAME

WRK REQ. NO.

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PROJ. MGR.

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SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

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NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_E1.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

EL

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NAME

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PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

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DR

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IN

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TIT

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PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_E2.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

EL

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_E3.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox

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DATE DESCRIPTION

NAME

WRK REQ. NO.

PROJ. OFFICER

PROJ. MGR.

SUB. DATE

SUBMISSION

PROJ. NO.

STREET

CITY

STATE/ZIP

OTHER

BUILDING NO.

PRIME A/E

SUB A/E

CONSTR. CON.

FACILITY CODE

BUILDING NO.

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

OFFICE OF

RESEARCH FACILITIES

FILE NAME

DRAWING NO.

DESIGNED BY

DRAWN BY

CHECKED BY

SHEET OF TOTAL SHEET

PR

OJE

CT

TIT

LE

DR

AW

IN

G

TIT

LE

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

B1 LE

VE

L, R

OO

M 14A

B23 O

FF

IC

E

RE

NO

VA

TIO

N

Mansour Haghjou

MD, 20892

Bethesda

Bethesda NIH Campus

C103249

02/25/16

100%

9000 Rockville Pike

Building 14

C103249_E6.01.dwg

TRUE NORTH PROJECT NORTH

NN

2-25-16 REVISIONS1

Jonathan Maddox