Plumbing-21053.pdf

PLUMBING PIPING SYMBOLS GENERAL PLUMBING SYMBOLS

DRAWING SYMBOLS

PLUMBING VALVE SYMBOLS

PLUMBING ABBREVIATIONS

MA

MV

LA

LV

OA

IA

D

SAN

SD

SD

TWR

TWS

SS

SCW

FCW

NO2

N2

NG

NG

FOD

FOS

FOR

FOV

CW

HW

RHW

V

FE

CO AV

(R) SYS

(E) SYS

NPW

DOMESTIC HOT WATER, HOT WATER

DOMESTIC COLD WATER, COLD WATER

ORAL EVACUATION

LABORATORY VACUUM

LABORATORY AIR

MEDICAL VACUUM

MEDICAL AIR

DOMESTIC HOT WATER RETURN, HOT WATER RETURN

STORM WATER, BELOW GRADE

STORM WATER

SANITARY SEWER, BELOW GRADE

DRAIN

NITROUS OXIDE

TEMPERED WATER RETURN

TEMPERED WATER SUPPLY

INDUSTRIAL AIR

SOIL, WASTE, OR SANITARY SEWER

SOFTEN COLD WATER

FILTERED COLD WATER

OXYGEN

NITROGEN

NATURAL GAS, BELOW GRADE

NATURAL GAS

FUEL OIL DISCHARGE

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

VENT (SANITARY)

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PRESSURE GAGE

THERMOMETER

STRAINER

FLOW ELEMENT

FLOAT & THERMOSTATIC TRAP SET INCLUDING

PIPING ACCESSORIES

PIPING ACCESSORIES

INVERTED BUCKET TRAP SET INCLUDING

PIPE UP

PIPE DOWN

CLEAN OUT

HOSE BIB

PL105

A

26-P 3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING NUMBER WHERE DRAWN

PL105

BALL VALVE

GATE VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

GATE VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

(HOSE) CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FS FLOW SWITCH

FU FIXTURE UNITS

EL ELEVATION

EMCS ENERGY MONOSERRAT

AND CENTRAL SYSTEM

EPA ENVIROMENTAL PROTECTION

AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EWS/SH EYE WASH/DRENCH SHOWER

E EXISTING

DCW DOMESTIC COLD WATER

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

C CELSIUS

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

CS CLINICAL SINK

CV CONTROL VALVE

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

A/E ARCHITECT / ENGINEER

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY OF ECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTADING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

N2 NITROGEN

N20 NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM.A NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

KW KILOWATT

KWH KILOWATT-HOUR

ID INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

H&CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK

(DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAGE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RO REVERSE OSMOSIS WATER

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SMH SANITARY MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT/SF SQUARE FEET

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

EXISTING PIPE TO BE REMOVED (TYPE AS INDICATED)

EXISTING PIPE (TYPE AS INDICATED)

NON-POTABLE WATER

1. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXTENT OF THE DEMOLITION SCOPE OF WORK AND AREA. THE DEMOLITION PLANS INDICATE THE GENERAL INTENT AND ARE NOT INTENDED TO SHALL ALL ITEMS TO BE REMOVED OR

RETAINED.

2. TRACE AND LABEL ALL EXISTING SYSTEMS WITHIN THE DEMOLITION AREA AND BEYOND PRIOR TO DISCONNECTION AND REMOVAL TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION AREA IS AFFECTED. REVIEW IN DETAIL WITH THE GENERAL CONTRACTOR AND OWNER WHAT IS TO BE REMOVED AND REMAIN PRIOR TO WORK COMMENCING. THERE SHALL BE NO INTERRUPTION OF SERVICES OUTSIDE THE DEMOLITION AREA WITHOUT APPROVAL FROM THE OWNERS

REPRESENTATIVE.

3. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING THE DEMOLITION. CONTRACTOR SHALL PROVIDE PHASING AND COORDINATION PLANS PRIOR TO THE COMMENSMENT OF WORK.

4. ALL ITEMS REMOVED SHALL BE OFFERED TO THE OWNER FOR SALVAGE. IF THE OWNER DOES NOT TAKE POSSESSION, DISPOSE OF ITEMS IN A SAFE AND LEGAL MANNER. ALL ITEMS CLASSIFIED AS HAZARDOUS SHALL BE DISPOSED AS HAZARDOUS WASTES AND A UNIFORM HAZARDOUS WASTE MANIFEST SHALL BE PROVIDED TO THE OWNER.

5. NOTIFY UTILITY COMPANIES IN ACCORDANCE WITH THEIR REQUIREMENTS PRIOR TO DEMOLITION VERIFY THAT THE UTILITIES HAVE BEEN DISCONNECTED, VALVED, CAPPED AND MADE SAFE PRIOR TO DEMOLITION.

6. ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES

TO PREVENT WINDBLOWN DUST.

7. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS AT CONCEALED SPACES, SUCH AS PIPE INTERIORS OR SHAFTS. VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME CUTTING

OPERATIONS. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.

8. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT AND DISPOSE OF CHEMICALS, LIQUIDS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING.

9. PROPERLY LABEL ALL UNLABELED PIPES THAT REMAIN WITH COLOR PIPE MARKERS.

10. ALL DEMOLITION SCOPE ASSOCIATED WITH LOW VOLTAGE WIRING FOR CONTROLS AND ASSOCIATED INTERLOCKS

SHALL BE INCLUDED IN THIS CONTRACT.

11. ALL EQUIPMENT LOCATIONS AND PIPE AND DUCTWORK SIZES INDICATED ARE APPROXIMATE. VERIFY EXACT LOCATIONS

AND SIZES IN THE FIELD.

12. REFER TO THE PLUMBING DRAWINGS FOR THE FULL EXTENT OF THE SCOPE OF DEMOLITION. DISCONNECT AND MAKE SAFE ALL PLUMBING EQUIPMENT IDENTIFIED FOR REMOVAL ON THE PLUMBING DEMOLITION PLANS. THE PLUMBING SCOPE MAY EXTEND BEYOND THE AREA DEFINED BY THESE WORK SCOPE LIMITS TO FULLY COMPLY WITH THE VARIOUS

REQUIREMENTS DEIFNED BY THESE NOTES.

13. THE PLUMBING DEMOLITION PLANS INDICATE GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL COMPONENTS AND ITEMS TO BE REMOVED OR RETAINED. THE PLUMBING CONTRACTORS SHALL VISIT THE SITE PRIOR TO SUBMISSION OF THEIR BIDS TO BECOME FAMILIAR WITH THE ACTUAL WORKING CONDITIONS AND THE EXTENT OF WORK. EQUIPMENT AND CONTROLS DESIGNATED TO BE REMOVED SHALL BE DISCONNECTED AND MADE SAFE. THE PLUMBING CONTRACTORS SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR AND THE OWNERS REPRESENTATIVE OF ANY

UNANTICIAPTED OR HIDDEN CONDITIONS ENCOUNTERED DURING DEMOLITION.

14. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL SYSTEMS OR BUILDING COMPONENTS DAMGED BY HIM AS A RESULT OF CONSTRUCTION DURING THE EXECUTION OF THE WORK. DAMAGE SHALL INCLUDE, BUT NOT BE LIMITED TO, THE DESTRUCTION OR DISPOSAL OF ITEMS INTENDED TO REMAIN OR BE SALVAGED.

15. THE PLUMBING CONTRACTOR SHALL SYSTEM TRACE AND LABEL ALL EXISTING BRANCH SUSTEMS AND MAINS WITHIN OR ASSOCIATED WITH THE DEMOLITION SCOPE, PRIOR TO DEMOLITION AND DISCONNECTION. ALL SYSTEMS IDENTIFIED FOR REMOVAL SHALL BE TRACED AND FIELD LABELED TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION SCOPE LIMIT IS

AFFECTED.

16. IN ANY AREA REQUIRING THE PERFORMANCE OF ANY OTHER TRADE'S WORK, THE PLUMBING CONTRACTOR SHALL CAREFULLY REMOVE AND STORE ANY OR ALL PLUMBING ITEMS IN PATH OF WORK, REINSTALLING AND RECONNECTING

SAME AS REQUIRED, IN

17. THE PLUMBING CONTRACTOR SHALL IDENTIFY ALL BRANCH SYSTEM COMPONENTS WHICH ARE TO REMAIN WITHIN THE AREA OF DEMOLITION SCOPE. THERE SHALL BE NO INTERRUPTION OF SERVICE TO ANY AREA OUTSIDE THE SCOPE LIMITS WITHOUT WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. EXISTING EQUIPMENT TO REMAIN SHALL BE LEFT IN

A CODE COMPLIANT CONDITION.

18. THE PLUMBING CONTRACTOR SHALL TAKE INVENTORY OF PLUMBING ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE OWNER'S REPRESENTATIVE FOR HIS SELECTION OF ITEMS TO BE RETAINED. ALL ITEMS REJECTED BY THE REPRESENTATIVE SHALL BECOME THE PROPERTY OF THE PLUMBING CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF LEGALLY.

19. THE PLUMBING CONTRACTOR SHALL TEMPORARILY SUPPORT ALL ITEMS TO REMAIN THAT ARE AFFECTED BY THE DEMOLITION OF BUILDING STRUCTURAL COMPONENTS (WALLS, CEILINGS, PARTITIONS, ECT). CONTRACTOR SHALL TEMPORARILY SUPPORT ITEMS AND SHALL PROVIDE PERMANENT SUPPORTS WHEN FINALIZED STRUCTURES ARE IN PLACE.

20. ALL EXISTING PLUMBING EQUIPMENT THAT IS TO BE RELOCATED SHALL BE STORED IN A SAFE MANNER UNTIL SUCH TIME AS TO BE REINSTALLED. ANY DAMAGE INCURRED TO EQUIPMENT SHALL BE RECTIFIED BY THE PLUMBING CONTRACTOR.

21. ALL REMOVED ITEMS SHALL BE LEGALLY DISPOSED OF BY THE PLUMBING CONTRACTOR UNLESS IDENTIFIED FOR REUSE.

THE OWNER'S REPRESENTATIVE SHALL INSPECT ALL RETAINED ITEMS, PRIOR TO PLACEMENT IN THE IDENTIFIED STORAGE LOCATION

BY THE MECHANICAL CONTRACTOR.

22. PLUMBING CONTRACTOR WORK SCOPE SHALL INCLUDE AND NOT BE LIMITED TO THE FOLLOWING ADDITIONAL ITEMS AS PER ALL LANDLORD STANDARDS AND PROCEDURES AND WITH PRIOR APPROCAL FROM THE OWNER'S REPRESENTATIVE.

a. AFTER INSTALLATION OF NEW WORK, PROVIDE TESTING OF ALL SYSTEMS IN ACCORDANCE TO THE SPECIFICATIONS.

b. CUTTING, CAPPING, & REMOVAL OF EXISTING DUCTWORK AND INSULATION SYSTEMS.

c. PROTECT ALL EXISTING EQUIPMENT FROM DAMAGE IN AND AROUND EACH INDIVIDUAL WORK SITE.

23. THE GENERAL CONTRACTOR AND THE PLUMBING CONTRACTOR WILL PROVIDE ALL NECESSARY EQUIPMENT TO

PERFORM THE DEMOLITION AND NEW WORK SCOPE.

24. PROVIDE ALL THE NECESSARY EQUIPMENT, MANPOWER, TOOLS, MISELLANEOUS SUPPORTS, MISCELLANEOUS

EQUIPMENT AND SUPPLIES TO PROPERLY EXECUTE THE DEMOLITION AND NEW WORK.

25. PROVIDE ALL PERMITS AND COMPLY WITH ALL OASHA SAFETY REGULATIONS. TAKE DUE DILLIGENCE IN THE PROTECTION OF ALL WORK PERSONNEL AND THE GENERAL POPULATION IN AND AROUND THE WORK SITE. PROVIDE ISOLATION BARRIERS BETWEEN ACTIVE WORK AREAS AND DEMOLITION ZONES. KEEP THE WORK SITE CLEAN, SAFE, AND SECURE

THROUGHOUT ALL PHASES OF THE WORK ORDER.

26. NOTIFY “THE OWNER'S” PROJECT MANAGER THROUGH THE GENERAL CONTRACTOR ONE WEEK IN ADVANCE OF ANY INTENDED SHUTDOWNS OF EXISTING SYSTEMS OF ANY SORT. NOTIFY “THE OWNER'S” PROJECT MANAGER THROUGH THE GENERAL CONTRACTOR TWO WEEKS IN ADVANCE OF REQUIRED ACCESS TO ADJACENT SPACES WHERE WORK IS TO BE PERFORMED. “THE OWNER'S” PROJECT MANAGER WILL CONFIRM WITH THE “USERS GROUP” THE TIME AND DURATION OF THE REQUIRED SHUT DOWN AND ACCESS REQUIREMENTS AND INFORM THE CONTRACTOR IN WRITING OF THE

APPROVAL.

27. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING

CONDITIONS FOR

28. WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING

DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK.

30. ALL WORK IN PIPE CRAWL SPACE REQUIRES COORDINATION WITH ASBESTOS SOIL REPORTS, SAFETY CONFINED SPACE, AND VA IH. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY LIGHTING, VENTILATION, EMERGENCY

EXTRACTION EQUIPMENT, ETC. FOR ALL WORK IN THE PIPE BASEMENT.

PLUMBING DEMOLITION NOTES

(R) REMOVE

1. ALL PLUMBING GENERAL NOTES, SYMBOLS, LISTS AND DETAILS ARE TO BE CONSIDERED AS APPLICABLE TO ALL PLUMBING

DRAWINGS FOR THIS PROJECT.

2. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXACT LOCATIONS AND ARRANGEMENTS OF EXIST!NEW EQUIPMENT, DUCTWORK, PIPING AND OTHER COMPONENTS SHALL BE DETERMINED IN THE FIELD WITH DUE CONSIDERATION OF STRUCTURAL, ELECTRICAL AND ARCHITECTURAL SYSTEM. EXISTING STRUCTURAL SYSTEMS SHALL NOT BE MODIFIED WITHOUT THE EXPRESS

PERMISSION OF THE ENGINEER.

3. IF REQUIRED THE PROJECT SHALL BE PHASED IN ACCORDANCE WITH THE APPROVED PHASING PLAN. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE SEQUENCING AND TIMING OF OPERATIONS PRIOR TO COMMENCING WORK. SEE SPECIFICATIONS.

4. CONTRACTOR IS TO MAINTAIN SERVICE TO ROOMS OUTSIDE THE PROJECT SCOPE OF WORK AND PHASING SCHEDULE. IF INTERRUPTION OF SERVICE IS REQUIRED COORDINATE SHUTDOWN WITH PROJECT ENGINEER AND OWNER.

5. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. RESTORE DAMAGED

AREAS THAT ARE BEYOND THE SCOPE OF THIS CONTRACT TO THEIR ORIGINAL CONDITION.

6. WHERE INDICATED ON THE DRAWINGS, REMOVE OR RELOCATE EXISTING COMPONENTS AS REQUIRED TO ACCOMMODATE THE

NEW WORK. REMOVALS SHALL INCLUDE ALL ASSOCIATED OFF-SITE DISPOSAL COSTS.

7. COORDINATE REMOVALS AND RELOCATION'S INCLUDING SELECTIVE CUTTING AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL STRUCTURAL AND ELECTRICAL CONTRACTORS.

8. MOST PARTITIONS ARE FULL HEIGHT AND REQUIRE UTILITIES PENETRATIONS TO BE SEALED, SEE ARCHITECTURAL DRAWINGS FOR PARTITION HEIGHTS. DUCTWORK SHOWN FOR CLARITY THAT MAY RUN PARALLEL TO WALL PARTITIONS WILL REQUIRE LOCATING IN

THE FIELD TO MINIMIZE CONFLICT WITH PARTITIONS.

9. FIELD VERIFY EXISTING EQUIPMENT AND PIPING PRIOR TO REMOVAL OR REUSE. CONFIRM WITH PROJECT ENGINEER THAT ALL EQUIPMENT AND PIPING DESIGNATED TO BE REMOVED IS NO LONGER IN SERVICE PRIOR TO ITS REMOVAL. PROJECT ENGINEER

SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL DEMO'D EQUIPMENT.

10. EXISTING EQUIPMENT AND PIPING TO REMAIN IN SERVICE SHALL BE INSPECTED. REPORT INOPERABLE EQUIPMENT TO PROJECT

ENGINEER.

11. ALL UNUSED (ABANDONED), PIPING AND EQUIPMENT INDICATED TO BE REMOVED SHALL BE REMOVED AND CAPPED.

12. TIE-IN POINT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE EXACT LOCATIONS IN THE FIELD BASED ON

EXISTING CONDITIONS.

13. COORDINATE THE LOCATIONS OF ALL WALL MOUNTED EQUIPMENT WITH FINAL EQUIPMENT/FURNITURE LAYOUT.

14. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT IN A CLEAN AND NEAT CONDITION.

15. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND GOOD PRACTICE NORMAL TO THE TRADE. INSTALLATION SHALL INCLUDE PROVISIONS FOR ACCESS TO NORMAL MAINTENANCE ITEMS. PROVIDE ADEQUATE STRUCTURAL SUPPORTS AND SECURE MOUNTING METHODS WITH PROVISIONS FOR VIBRATION ISOLATION AND EXPANSION

WHERE REQUIRED.

16. COORDINATE ALL PENETRATIONS WITH GENERAL CONTRACTOR. SEE ARCHITECTURAL DRAWINGS FOR PENETRATION DETAILS.

PLUMBING CONTRACTOR SHALL PROVIDE FLASHING AND COUNTER FLASHING FOR ROOF PENETRATIONS AS REQUIRED.

17. PROVIDE PIPE SUPPORTS, GUIDES AND OFFSETS AS NECESSARY TO PREVENT UNDUE STRAIN ON PIPING.

18. SEE DETAILS, PIPING DIAGRAMS AND MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL VALVES & FITTINGS NECESSARY FOR

COMPLETE PIPING SYSTEM.

19. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER BUILDING TRADES, RELOCATION OF EXISTING UTILITIES MAY BE

NECESSARY TO ACCOMMODATE INSTALLATION OF NEW EQUIPMENT OR DUCTWORK.

20. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.

21. CONTRACTOR SHALL FIELD VERIFY ALL CLEARANCES AND DIMENSIONS.

22. PROVIDE ACCESS PANELS FOR ALL CONCEALED SHUT-OFF VALVES EXCEPT THOSE ABOVE SUSPENDED CEILING.

23. INFILL ALL NEW OR EXISTING ABANDONED FLOOR SLAB PENETRATIONS WITH GROUT, FULL THICKNESS OF SLAB. MAINTAIN FIRE

RATING. ALL EXISTING CONCRETE FLOORS AND CHASES ARE 2-HR FIRE RATED.

24. ALL DOMESTIC WATER SUPPLY, VENT AND MEDICAL GAS PIPING SHALL BE RUN ABOVE CEILINGS OR WITHIN PARTITIONS UNLESS

OTHERWISE NOTED.

25. PLUMBING RISERS SHALL BE RUN CONCEALED WITHIN WALLS OR CHASES. COORDINATE WITH ARCHITECTURAL DRAWINGS.

26. COORDINATE FINAL LOCATIONS OF MEDICAL GAS OUTLETS. AND VALVE BOXES WITH ARCHITECT.

27. SANITARY LINES SHALL SLOPE 1/4" PER FOOT UNLESS NOTED OTHERWISE.

28. COORDINATE WITH BUILDING OWNER PRIOR TO CUTTING OR GRINDING FLOORS.

29. INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND/OR REPLACEMENT OF EQUIPMENT PROVIDED. PROVIDE ACCESS PANELS TO ALLOW ACCESS TO SYSTEMS COMPONENTS THAT REQUIRE INSPECTION AND MAINTENANCE ACCORDING TO

MANUFACTURER'S LITERATURE.

30. NEW PIPING LOCATIONS ON THE PLANS ARE DIAGRAMMATICAL. TO THE EXTENT POSSIBLE THE CONTRACTOR SHALL INSTALL

PIPING SYSTEMS TO MINIMIZE RUN LENGTHS TO FIXTURES.

PLUMBING GENERAL NOTES

FFE FINISHED FLOOR ELEVATION

V(OI) VENT (OIL INTERCEPTOR)

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

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PLUMBING LEGEND AND

ABBREVIATIONS

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023 6/9/23

9/30/22

(R) CW (R) HW(R) RHW

(R) EXISTING FIRE HOSE CONNECTION(S)

1 1

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10

11 12

(R) CW (R) HW(R) RHW

(R) CW (R) HW(R) RHW

REMOVE EXISTING INCOMING DOMESTIC

WATER SERVICE

REMOVE EXISTING REDUCED

PRESSURE BACKFLOW

PREVENTOR

DEMOLITION NOTES:

1. ALL VERTICAL CW, HW, RHW, S, SD, & V RISERS SHALL

BE REMOVED

2. REMOVE ALL HOT WATER AND HOT WATER RECIRC

PIPING. REMOVE ALL VALVES, GAUGES ETC.

3. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF PIPING

IN FIELD BEFORE COMMENCMENT OF WORK

4. REMOVE ALL PLUMBING FIXTURES, FIXTURE SUPPORTS

IN THEIR ENTIRETY

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10

11 12

(E) 6" S

DEMO EXISTING CW TO A

POINT 5'-0" OF FOUNDATION

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

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A M

PD100

PLUMBING DEMOLITION PLANS WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

1/8" = 1'-0"

GROUND LEVEL PLUMBING DEMOLITION PLANF2

1/8" = 1'-0"

UNDERSLAB PLUMBING DEMOLITION PLANC2

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 REMOVE ALL S, V, CW, HW, & RHW RISERS

AND ALL ASSOCIATED BRANCH PIPING,

FITTINGS, VALVES, ETC. FEEDING FIXTURES,

FIXTURE SUPPORTS, AND ASSOCIATED TRIM

SHALL BE REMOVED IN THEIR ENTIRETY.

Revisions: Date:

1 1

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10

11 12

1 1

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10

11 12

DEMOLITION NOTES:

1. ALL VERTICAL CW, HW, RHW, S, SD, & V RISERS SHALL

BE REMOVED

2. REMOVE ALL HOT WATER AND HOT WATER RECIRC

PIPING. REMOVE ALL VALVES, GAUGES ETC.

3. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF PIPING

IN FIELD BEFORE COMMENCMENT OF WORK

4. REMOVE ALL PLUMBING FIXTURES, FIXTURE SUPPORTS

IN THEIR ENTIRETY

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

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_M

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:2

1:

A M

PD101

PLUMBING DEMOLITION PLANS WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

1/8" = 1'-0"

SECOND FLOOR PLUMBING DEMOLITION PLANF2

1/8" = 1'-0"

FIRST FLOOR PLUMBING DEMOLITION PLANC2

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 REMOVE ALL S, V, CW, HW, & RHW RISERS

AND ALL ASSOCIATED BRANCH PIPING,

FITTINGS, VALVES, ETC. FEEDING FIXTURES,

FIXTURE SUPPORTS, AND ASSOCIATED TRIM

SHALL BE REMOVED IN THEIR ENTIRETY.

Revisions: Date:

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10

11 12

3" W&T

4" S-UP TO FCO

4" S-UP TO FCO

2" W-UP

4" S-UP

4" S-UP

2" W-UP

4" S-UP

4" S-UP TO FCO

3" W-UP

2" IW(FM)-UP

4" S-UP TO FCO

L.

P.

C.

4" S 4" S 4" S

4" S

2" W-UP

4" S-UP

4" S-UP

4" W&T

1-1/2" W-UP

4" S-UP

1/4"/FT 1/4"/FT

2" V-UP

2" W-UP

2" W-UP

(E ) 6

" S

4" W&T

FFE = 165.0'

STARTING IE = 163.5'

4" S

4" S

4" S

4" S

4" S

IE = 161.33'

EXISTING IE = 161.0'

(VERIFY IN FIELD)

(E) 6" BUIDING

SANITARY SEWER

4" S-UP TO FCO

STARTING IE = 163.5'

FFE = 165.0'

ESP-1

4" W-UP

2" V-UP

2" V-UP

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

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6/ 9/

:2

2:

A M

PU100

PLUMBING UNDERSLAB PLAN WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

1/8" = 1'-0"

UNDERSLAB DWV PIPING PLANF2

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 EXISTING BUILDING SEWER SHOULD BE

SCOPED TO DETERMINE CONDITION. IF

CONDITION IS DETERMINED TO BE SEVERLY

COMPROMISED IT SHOULD BE REPLACED IN

ITS ENTIRETY TO THE EXISTING MANHOLE.

AN ALLOWANCE PRICE SHALL BE INCLUDED

IN THE BID TO REPLACE THE PIPE FROM THE

BUILDING TO THE MANHOLE.

Revisions: Date:

C

D

E

1 2 3 4 5 6

VACANT

SPACE

B11

RESIDENCY

PROGRAM

DIRECTOR

B12A

CORRIDOR

B00

RESEARCH

ASSISTANT

B12

LOUNGE

B13

LOCKER

B14

TOILET

B15

TOILET

B14A

PROGRAM

ASSISTANT &

ADMIN

WORKSTATION

B19

2" V

2" W-UP

4" S-UP

4" S-UP

1-1/2" W-UP

2" W-UP

4" S-UP

2" W-UP

4"S-UP

2"W-UP 1-1/2" V-RISE

2"W-UP

4" S-DN

3"V-UP

1-1/2" V-UP

2" W-UP

4" S-UP

4" S-UP

CO 1-1/2" W-UP

2" V-RISE

2" W-DN

1-1/2" V-RISE

CO

4"S-DN

CO

4" S-UP

FCO

CO

2" W-DN

CO

CO

4" S-DN

CO

CO

CO

CO

CO

P-101

P-418

P-418

P-101

P-528

4" S-DN

4" S

4" S

4" S

P-604

1-1/2" W-UP

PATIENT

ADVOCATE

B17

PROGRAM

MANAGER

B18FCU-1

FCU-4

FCU-7

FCU-8

FCU-9

CO

C9

P-501

CO

CO

CO

2 2

MULTI-PURPOSE/

CONFERENCE/YOGA

B20

4" S-UP

4"S-DN

4"S-DN

2" W-UP

2" W-UP

CO

1/ 2"

C D

2" S

2" W

4" S

4" S

2" W

4" S-UP

4" S

4" S

1/2" CD 1/2" CD

CO

2" W-UP

4" S-UP

FCO

CO

2" W

2" W-UP

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

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6/ 9/

:2

1:

A M

PL100A

GROUND FLOOR DWV PIPING PLAN -

WEST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

GROUND FLOOR DWV PIPING PLAN - WEST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 GRAVITY FEED CD FROM DISCHARGE OF FAN

COIL UNITS TO ABOVE CEILING FUNNEL

DRAIN AND SPILL VIA DOWNTURNED ELBOW

AND AIR GAP. ROUTE 1-1/2” IW-DN TO W

UNDER SINK ABOVE P-TRAP.

2 ROUTE 1/2" PUMPED CD TO GRADE OUTSIDE

AND SPILL VIA DOWNTURNED ELBOW.

PROVIDE STAINLESS STEEL VARMINT

SCREEN AT CD OUTLET.

6/9/23

C

D

E

6 7 8 9 10

HOUSEKEEPING

B10

TOILET

B09

VOLUNTEERS

B03

ELEVATOR

MACHINE

ROOM

B02

BENEFITS

ADVISOR

B04

BUILDING

SUPPORT

B08

1-1/2" W-UP

FCO

FCO

FCO

3" V-UP

4" S-UP

2" V-RISE

4" S-DN

3"W-DN

2" V-RISE

2" IW(FM)-DN

2" V-UP

BUILDING

SUPPORT

B07

ELECTRIC

B06

4" FD-A

P-101

P-418

P-502

3" W-UP & DN

3" W&T

2" V-UP

1-1/2" V-RISE

2" W-DN

IT/DATA

B05

1-1/2" W-UP

CO

STORAGE

CLOSET

B01

ELEVATOR

LOBBY

B21A

4" S-UP

FCU-5

FCU-6

CO

CO

1-1/2" W-DN

CO 1-1/2" W-UP

AC-2

1/2" CD-UP & DN

4" FD-A

4" S-UP

1-1/2" W-UP

4" S4" S-DN

ELEVATOR SUMP PUMP

ESP-1 CONTROL PANEL

1 1/2" S

2" IW(FM)

2"

IW

(F M

1/ 2"

C D

2" V 3" V

1/

2" V

2" V

2" V-DN

2" V-UP

2" V-UP 2" V-DN

3" V(OI)-UP

4" W-DN

2" V-RISE

OI-1

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

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_M

EC

H _R

_c fis he rJ W

L8 2.

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6/ 9/

:2

1:

A M

PL100B

GROUND FLOOR DWV PIPING PLAN -

EAST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

GROUND FLOOR DWV PIPING PLAN - EAST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 ROUTE 1/2" PUMPED CD TO GRADE OUTSIDE

AND SPILL VIA DOWNTURNED ELBOW.

PROVIDE STAINLESS STEEL VARMINT

SCREEN AT CD OUTLET.

2 2"IW(FM)-DROP. PROVIDE AIR GAP OVER 4"

FD-B. ROUTE 4” W THROUGH STRIEM MODEL

OS-50 OIL INTERCEPTOR ON FLOOR.

C

D

E

1 2 3 4 5 6

BARIATRIC

TREATMENT

ROOM

SOILED

UTILITY

EXAM ROOM

BARIATRIC

EXAM ROOM

TREATMENT

ROOM

CLEAN

UTILITY

EXAM ROOM

EXAM ROOM

TOILET

TOILET

CORRIDOR

BARIATRIC

TOILET

122A BARIATRIC

TOILET

125A

PATIENT

TOILET

124A

PATIENT

TOILET

120A

PATIENT

TOILETS

118A

PATIENT

TOILETS

117A

4" V-UP

3" V-DN

1-1/2" W-UP

2" W-DN

2" V-RISE

4" S-DN

4" S-UP

1-1/2" V-RISE

2" V-UP

1-1/2" W-DN

1-1/2" W-UP

2" W-DN

1-1/2" V-RISE & UP

1-1/2" W-UP

2" W-DN

1-1/2" V-RISE & UP

4" S-DN

CO

1-1/2" W-UP

2" W-DN

3" V-RISE & UP

4" S-UP

4" V-UP

P-528

P-421

P-421

P-421

P-528

P-528

P-528

P-418

P-418

P-114

P-114

P-418

P-528

P-528

P-101

P-101

P-101

P-101

P-101

P-418

P-418

4" V-UP

4" S-DN

1-1/2" W-UP

2" W- DN

1-1/2" V-RISE

1-1/2" V-RISE

1-1/2" W-UP

2" W-DN

1-1/2" V-RISE & UP

2" V-RISE & UP

P-604

1-1/2" V-UP

4" V-UP

1-1/2" W-UP

2" W-DN

P-114

FCU-12

FCU-11

FCU-24

FCU-23

FCU-22

FCU-17

FCU-21

FCU-10

CO

CO

CO

6C9 P-501

C9

P-501

C9

P-501

C9

P-501

1" CD

6 C9 P-501

1/4" / FT

4" S-UP

4" S-DN

4" S-UP

4" S-DN

4" S-UP

4" S-DN

4" S-DN

1-1/2" W-UP

2" W-DN

1-1/2" W-UP

2" W-DN

1-1/2" W-UP

4" S-DN

1-1/2" W-UP

4" S-DN

2" W-DN

2" W-DN

CO

4" S-DN

4" S-UP

4" S-DN

1-1/2" W-UP

2" W- DN

1/2" CD

1/2" CD

1/ 2"

C D

1/ 2"

C D

1/ 2"

C D

1/2" CD

1 1/2" W

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PL101A

FIRST FLOOR DWV PIPING PLAN - WEST WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

FIRST FLOOR DWV PIPING PLAN - WEST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 CONNECT SINK/LAV DRAIN TO 1-1/2" DRAIN

FROM FLOOR ABOVE. ROUTE 1-1/2" V UP TO

CEILING OF FLOOR ABOVE.

2 ROUTE 1-1/2" V FROM SINK AND 2" V FROM

WATER CLOSET TO 3" V ABOVE CEILING.

3 CONNECT 4” S FROM WATER CLOSETS AND

1-1/2” W FROM LAVATORIES TO 4" S-DN.

CONNECT 2” V FROM WATER CLOSETS AND

1-1/2” V FROM LAVATORIES TO 4" V-UP

ABOVE CEILING.

4 CONNECT 4” S FROM WATER CLOSETS, 1-1/2”

W FROM WATER COOLER, LAVATORIES TO 4"

S-DN. CONNECT 2” V FROM WATER CLOSETS,

1-1/2” V FROM WATER COOLER, LAVATORIES

TO 4" V-UP ABOVE CEILING.

5 CONNECT 1-1/2” V FROM LAVATORY TO 3” V

ABOVE CEILING. ROUTE 4” V-UP TO FLOOR

ABOVE.

6 GRAVITY FEED CD FROM DISCHARGE OF FAN

COIL UNITS TO ABOVE CEILING FUNNEL

DRAIN AND SPILL VIA DOWNTURNED ELBOW

AND AIR GAP. ROUTE 1-1/2” IW-DN TO W

UNDER SINK ABOVE P-TRAP.

C

D

E

6 7 8 9 10

WAITING

INTERVIEW

WAITING

LACTATION A

SHARED

DOCUMENTATION

WORK AREA

MED ROOM

EQUIPMENT

STORAGE

LAB

(PHLEBOTOMY)

IT/DATA

CORRIDOR

STAFF TOILET

4" V-UP

3" V-DN

4" S-UP

P-528

1-1/2" V-RISE

1-1/2" W-DN

1-1/2" W-UP

3" W-DN

3" W&T

2" V-UP

2" V-RISE

P-101

P-418

RECEPTION

P-502

2" V-UP

4" S-DN

P-101

P-418

1-1/2" V-RISE

1-1/2" W-DN

FCU-16

FCU-13

FCU-14

FCU-15

FCU-18FCU-19FCU-20

CO

CO

1C9 P-501

C9

P-501

CO

C9

P-501

1C9 P-501

1/2" CD-UP

1/4" / FT

1/4" / FT

1/4" / FT

1/2" CD

P-528

P-528

1-1/2" RISE & UP

1-1/2" W-DN

AC-4

1/2" CD-UP & DN

TOILET

111A

2" W-UP

4" S-DN

1-1/2" W-DN

1-1/2" V-RISE

4" S-DN

4" S-UP

1/2" CD

2" V

1/

2" V

1/2" CD 1/2" CD

1/2" CD1" CD

1/ 2"

C D

2" V-UP & DN

2" V-UP

2" V-DN

3" V(OI)

1 1/2" V

3" V(OI)-DN

3" V(OI)-UP

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PL101B

FIRST FLOOR DWV PIPING PLAN - EAST WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

FIRST FLOOR DWV PIPING PLAN - EAST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 GRAVITY FEED CD FROM DISCHARGE OF FAN

COIL UNITS TO ABOVE CEILING FUNNEL

DRAIN AND SPILL VIA DOWNTURNED ELBOW

AND AIR GAP. ROUTE 1-1/2” IW-DN TO W

UNDER SINK ABOVE P-TRAP.

2 PROVIDE A DRAIN PAN OVER CEILING OF IT

ROOM.SEE DETAIL F6/P-501.

C

D

E

1 2 3 4 5 6

BARIATRIC

TREATMENT

ROOM

BARIATRIC

TOILET

218A

SOILED

UTILITY

EXAM ROOM

BARIATRIC

TOILET

221A BARIATRIC

EXAM ROOM

PATIENT

TOILET

220A

TREATMENT

ROOM

CLEAN

UTILITY

PATIENT

TOILET

216A

EXAM ROOM

PATIENT

TOILET

214A

PATIENT

TOILET

213A

EXAM ROOM

SPECIALITY

PROVIDER &

RN CARE

MANAGER

WORKSTATIONS

P-528

4" V-UP & DN

4" VTR 4" V-UP & DN

4" VTR

4" V-UP

4" VTR

P-528

P-528

P-114 P-114

P-114

P-528

P-528

P-421

P-421

P-421

P-418

P-418 P-101

P-101

OFFICE/EXAM

1-1/2" V-RISE

1-1/2" W-DN

1-1/2" V-DN

4" S-DN

4" S-DN

1-1/2" W-DN

4" V-UP & DN

4" VTR

4" S-DN

3" V-DN

P-528

2" V-DN

1-1/2" V-RISE

1-1/2" W-DN

4" V-DN

1-1/2" V-RISE

1-1/2" W-DN

1-1/2" V-DN

1-1/2" V-DN

FCU-37

FCU-26

FCU-36

FCU-35

FCU-28

FCU-30

P-101

1 C9 P-501

1" CD

1 C9 P-501

CO

CO

C9

P-501

CO

C9

P-501

CO

1C9 P-501

4" S-DN

4" S-DN

1-1/2" W-DN

1-1/2" V-RISE

1-1/2" W-DN

1-1/2" V-DN

1-1/2" V-RISE

1-1/2" W-DN

2" V-RISE

1-1/2 V-RISE

1-1/2" W-DN

P-418

FCU-25

2" V

2" V

2" V 1 1/2" V

3" V

1-1/2" V-RISE

1-1/2" W-DN

1-1/2" V-DN

1-1/2" V-RISE

1-1/2" W-DN

1-1/2" V-DN

2" V-DN

2" V-RISE

4" S-DN

2" V-RISE

2 V-RISE

1-1/2 V-RISE

1-1/2" W-DN

1-1/2 V-RISE

1-1/2" W-DN

1-1/2" V-DN

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PL102A

SECOND FLOOR DWV PIPING PLAN -

WEST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

SECOND FLOOR DWV PIPING PLAN - WEST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 GRAVITY FEED CD FROM DISCHARGE OF FAN

COIL UNITS TO ABOVE CEILING FUNNEL

DRAIN AND SPILL VIA DOWNTURNED ELBOW

AND AIR GAP. ROUTE 1-1/2” IW-DN TO W

UNDER SINK ABOVE P-TRAP.

4. ALL PIPING AT THIS LEVEL TO BE INSTALLED

ABOVE CEILING IN CONDITIONED SPACE, NOT IN

UNCONDITIONED ATTIC.

5. STORM DRAINAGE IS BY WAY OF GUTTERS &

DOWNSPOUTS UNDER OTHER DIVISIONS.

C

D

E

6 7 8 9 10

TOILET

OFFICE/EXAM

MED ROOM

NURSE

MANAGER

TRAINING

EQUIPMENT

STORAGE

HOUSEKEEPING/

ATTIC

ACCESS

IT/DATA

SPECIALITY

PROVIDER &

RN CARE

MANAGER

WORKSTATIONS

CORRIDOR

TOILET

4" V-UP

4" VTR

3" V-DN

P-101

P-418P-418

2" V-DN

P-101

P-502

4" S-DN

(TYP. 2)

P-604

1-1/2" V-RISE

1-1/2" W-DN

4" V-UP

4" VTR

P-528

FCU-32

FCU-31

FCU-33

FCU-34

FCU-29

FCU-38

CO

2 C9 P-501

C9

P-501

CO

CO

1/4" / FT

1" CD

1-1/2" V-DN

1/2" CD-DN

AC-5

2" W-DN

1/2" CD

1/2" CD

3" V

1/ 2"

C D

1 1/2" V

1/ 2"

C D

1/ 2"

C D

1/ 2"

C D

2" V

1/2" CD

1/2" CD

2" V-DN

3" V(OI)-UP

4" VTR

3" V(OI)-DN

DWV NOTES:

1. REFER TO FIXTURE CONNECTION SCHEDULE FOR

EQUIPMENT CONNECTION SIZES.

2. CONTRACTOR SHALL LOCATE ALL EXISTING STORM

DRAIN PIPING FROM NEW STAIRCASE ADDTIONS. ALL

EXISTING STORM DRAIN PIPING FROM STAIRCASES

SHALL BE CONNECTED TO NEW STORM SYSTEM.

3. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PL102B

SECOND FLOOR DWV PIPING PLAN -

EAST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

SECOND FLOOR DWV PIPING PLAN - EAST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 1-1/2" V-RISE, 1-1/2" W DN FROM SINK 2"

V-RISE, 3" W-DN FROM MOP RECEPTOR. 2"

V-DN TO FLOOR BELOW.

2 GRAVITY FEED CD FROM DISCHARGE OF FAN

COIL UNITS TO ABOVE CEILING FUNNEL

DRAIN AND SPILL VIA DOWNTURNED ELBOW

AND AIR GAP. ROUTE 1-1/2” IW-DN TO W

UNDER SINK ABOVE P-TRAP.

3 PROVIDE A DRAIN PAN OVER CEILING OF IT

ROOM.SEE DETAIL F6/P-501.

4. ALL PIPING AT THIS LEVEL TO BE INSTALLED

ABOVE CEILING IN CONDITIONED SPACE, NOT IN

UNCONDITIONED ATTIC.

5. STORM DRAINAGE IS BY WAY OF GUTTERS &

DOWNSPOUTS UNDER OTHER DIVISIONS.

C

D

E

1 2 3 4 5 6

PROGRAM

ASSISTANT &

ADMIN

WORKSTATION

B19

TOILET

B14A

LOCKER

B14

LOUNGE

B13

RESIDENCY

PROGRAM

DIRECTOR

B12A

RESEARCH

ASSISTANT

B12

CORRIDOR

B00

TOILET

B15

VACANT

SPACE

B11

2 1/2" CW

1" HW-UP

1-1/2" CW-UP

1" HW-UP

1-1/2" CW-UP

1" HW-UP

1-1/2" CW-UP

1/2" HW-UP

1/2" CW-UP

P-801

P-801

1" HW-UP

1-1/2" CW-UP2

1 1 1

P-101

P-101 P-418

P-418

P-528

1/2" HW-UP

1/2" CW-UP

1/2" CW-UP

1/2" HW-UP

1/2" HW-UP

1/2" CW-UP

P-604

1/2" CW-UP

1/2" HW-UP

1/2" HW-UP

1/2" CW-UP

1-1/2" CW-UP

2" CW

3/4" HW

2 1/2" CW

2" HW

2 1/2" CW

2" HW

1-1/4" CW-UP

1/2" HW-UP

1/2" CW-UP

1/2" CW-UP

1/2" HW-UP

1/2" CW-DROP

PATIENT

ADVOCATE

B17

PROGRAM

MANAGER

B18

MULTI-PURPOSE/

CONFERENCE/YOGA

B20

1/ 2"

C W

1/ 2"

H W

3/ 4"

C W

1/

2" C

W

1" H

W

1/

2" C

W

1/ 2"

C W

1/ 2"

H W

1/

2" C

W

1" H

W

1/

2" C

W

1" H

W

1/

2" C

W

1" H

W

1/

2" C

W

1/ 2"

H W

2" HW

WB-A

ROUTE 1/2" CW TO

COFFEE MAKER

A1 P-502

1/2" HW-UP

1/2" CW-UP

1/2" CW-UP

1/2" HW-UP

SUPPLY NOTES:

1. SEE SHEET P-001 FOR LEGEND AND GENERAL NOTES.

2. SEE PLUMBING CONNECTION SCHEDULE ON P-601 FOR

PIPE TERMINATIONS TO FIXTURES AND SPECIALTIES.

REFER TO PLUMBING SCHEMATICS ON P-651 FOR

CONNECTIONS TO EQUIPMENT.

3. PROVIDE ISOLATION VALVES FOR ALL CW, HW AND

RHW RUNOUTS TO EVERY INDIVIDUAL FIXTURE,

EQUIPMENT, SPECIALTY ETC. VALVES SHALL BE

LOCATED AT THE TOP-OF-DROPS IN AN ACCESSIBLE

LOCATION WITH THE CEILING GRID MARKED FOR

MAINTENANCE. ISOLATION VALVES AND DRAIN VALVES

SHALL BE PROVIDED AT THE BASE OF ALL HW, CW &

RHW RISERS FOR ISOLATION AND DRAIN DOWN.

4. PROVIDE SERVICE VALVES FOR ALL CW, HW AND RHW

MAINS AND BRANCH RUNNOUTS. LOCATE VALVES AT

ALL FIRE/SMOKE PARTITIONS,BRANCH LOCATIONS AND

RISERS. VALVES SHALL BE LOCATED IN AN

ACCESSIBLE LOCATION WITH THE CEILING GRID

MARKED FOR MAINTENANCE.

5. LOCATE AND COORDINATE WITH THE GENERAL

CONTRACTOR THE INSTALLATION OF ACCESS PANELS

FOR ALL CONCEALED VALVES INCLUDING BUT NOT

LIMITED TO VALVES ABOVE HARD CEILINGS AND

WITHIN SOFFITS.

6. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PP100A

GROUND FLOOR SUPPLY PIPING PLAN -

WEST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

GROUND FLOOR SUPPLY PIPING PLAN - WEST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 ROUTE CW AND HW PIPING TIGHT TO

CEILING, BETWEEN FLOOR JOISTS AND DROP

UNDER BEAMS WHERE REQUIRED.

2 1/2" HW-DN 1-1/2" CW-DN. ROUTE 1-1/4" CW

EACH TO EACH WATER CLOSET. ROUTE 1/2"

HW AND 1/2" CW EACH TO EACH LAVATORY.

3 3/4" CW-DN TO WALL HYDRANT.

C

D

E

6 7 8 9 10

TOILET

B09

HOUSEKEEPING

B10

ELEVATOR

MACHINE

ROOM

B02

VOLUNTEERS

B03

BUILDING

SUPPORT

B08

DWH-1

2" HW

2 1/2" CW

L.

P.

C

RO-1

3/4" HW-UP

1-1/2" CW-UP

1/2" HW-UP

1/2" CW-UP

BACKFLOW

PREVENTER

3" CW-DN

P-801

P-801

ELECTRIC

B06

BENEFITS

ADVISOR

B04

1 11

1/2" CW-UP

3/4" HW-UP

3/4" CW-UP

1"RHW-UP

P-418

1/2" CW-UP

1/2" HW-UP

IT/DATA

B05

1/2" HW-UP

1-1/2" CW-UP

1/2" HW-UP

1-1/2" CW-UP

1/2" CW-UP

1/2" HW-UP

P-101

P-709 P-502

STORAGE

CLOSET

B01

MV-1

RP-1

1" H

W 2"

C W

1" H

W 1"

C W

1/

2" C

W

2" C

W 2"

H W

2" C

W 2"

H W

2 1/2" CW

2" HW

2 1/2" CW

2" HW

1/ 2"

H W

1/

2" C

W

1/ 2"

C W

1/2" HW

1/2" CW

P-804

1" NPW TO HVAC EQUIPMENT

(RE: DIV. 23)

ROUTE IW TO 4" FD-A IN ADJACENT ROOM

B4 P-502

3" BUILDING COLD WATER SERVICE

SEE CIVIL FOR CONTINUATION

C5 P-501

D1 P-502

F6 P-502

1" C

W

1" CW

1" R

HW

F1 P-502

2" CW

SUPPLY NOTES:

1. SEE SHEET P-001 FOR LEGEND AND GENERAL NOTES.

2. SEE PLUMBING CONNECTION SCHEDULE ON P-601 FOR

PIPE TERMINATIONS TO FIXTURES AND SPECIALTIES.

REFER TO PLUMBING SCHEMATICS ON P-651 FOR

CONNECTIONS TO EQUIPMENT.

3. PROVIDE ISOLATION VALVES FOR ALL CW, HW AND

RHW RUNOUTS TO EVERY INDIVIDUAL FIXTURE,

EQUIPMENT, SPECIALTY ETC. VALVES SHALL BE

LOCATED AT THE TOP-OF-DROPS IN AN ACCESSIBLE

LOCATION WITH THE CEILING GRID MARKED FOR

MAINTENANCE. ISOLATION VALVES AND DRAIN VALVES

SHALL BE PROVIDED AT THE BASE OF ALL HW, CW &

RHW RISERS FOR ISOLATION AND DRAIN DOWN.

4. PROVIDE SERVICE VALVES FOR ALL CW, HW AND RHW

MAINS AND BRANCH RUNNOUTS. LOCATE VALVES AT

ALL FIRE/SMOKE PARTITIONS,BRANCH LOCATIONS AND

RISERS. VALVES SHALL BE LOCATED IN AN

ACCESSIBLE LOCATION WITH THE CEILING GRID

MARKED FOR MAINTENANCE.

5. LOCATE AND COORDINATE WITH THE GENERAL

CONTRACTOR THE INSTALLATION OF ACCESS PANELS

FOR ALL CONCEALED VALVES INCLUDING BUT NOT

LIMITED TO VALVES ABOVE HARD CEILINGS AND

WITHIN SOFFITS.

6. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PP100B

GROUND FLOOR SUPPLY PIPING PLAN -

EAST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

GROUND FLOOR SUPPLY PIPING PLAN - EAST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 ROUTE CW AND HW PIPING TIGHT TO

CEILING, BETWEEN FLOOR JOISTS AND DROP

UNDER BEAMS WHERE REQUIRED.

2 1” HW-DN, 1” CW-DN. ROUTE 1/2"CW TO RPZ

FOR MOP SINK CHEMICAL DISPENSER.

ROUTE 1/2"CW & 1/2" HW TO TMV SERVING

EYEWASH.

3 3/4" CW-DN TO WALL HYDRANT.

C

D

E

1 2 3 4 5 6

1/2" HW-UP & DN

1/2" CW-UP & DN

1 1

P-114P-421

P-528

P-528

P-528

P-114

P-421

P-418

P-528

P-418

P-418

P-528

P-114P-421

P-528

BARIATRIC

TREATMENT

ROOM

SOILED

UTILITY

EXAM ROOM

BARIATRIC

EXAM ROOM

TREATMENT

ROOM

CLEAN

UTILITY

EXAM ROOM

EXAM ROOM

TOILET

TOILET

BARIATRIC

TOILET

122A

BARIATRIC

TOILET

125A

PATIENT

TOILET

124A

PATIENT

TOILET

120A

PATIENT

TOILETS

118A

PATIENT

TOILETS

117A

P-101

P-101

P-418

P-101

P-101 P-418

1/2" HW-UP & DN

1/2" CW-UP & DN

1/2" HW-UP & DN

1/2" CW-UP & DN

1/2" CW-DN

1/2" HW-DN

1/2" HW-UP & DN

1/2" CW-UP & DN

P-604

P-101

1/2" CW-DN

1/2" HW-DN

1/2" CW-UP

1/2" HW-UP

1-1/4" CW-UP & DN

1/2" HW-UP & DN

1/2" CW-UP & DN

WAITING

WAITING

P-501 P-709

1/2" HW-UP & DN

1/2" CW-UP & DN

1-1/4" CW-UP & DN

SUPPLY NOTES:

1. SEE SHEET P-001 FOR LEGEND AND GENERAL NOTES.

2. SEE PLUMBING CONNECTION SCHEDULE ON P-601 FOR

PIPE TERMINATIONS TO FIXTURES AND SPECIALTIES.

REFER TO PLUMBING SCHEMATICS ON P-651 FOR

CONNECTIONS TO EQUIPMENT.

3. PROVIDE ISOLATION VALVES FOR ALL CW, HW AND

RHW RUNOUTS TO EVERY INDIVIDUAL FIXTURE,

EQUIPMENT, SPECIALTY ETC. VALVES SHALL BE

LOCATED AT THE TOP-OF-DROPS IN AN ACCESSIBLE

LOCATION WITH THE CEILING GRID MARKED FOR

MAINTENANCE. ISOLATION VALVES AND DRAIN VALVES

SHALL BE PROVIDED AT THE BASE OF ALL HW, CW &

RHW RISERS FOR ISOLATION AND DRAIN DOWN.

4. PROVIDE SERVICE VALVES FOR ALL CW, HW AND RHW

MAINS AND BRANCH RUNNOUTS. LOCATE VALVES AT

ALL FIRE/SMOKE PARTITIONS,BRANCH LOCATIONS AND

RISERS. VALVES SHALL BE LOCATED IN AN

ACCESSIBLE LOCATION WITH THE CEILING GRID

MARKED FOR MAINTENANCE.

5. LOCATE AND COORDINATE WITH THE GENERAL

CONTRACTOR THE INSTALLATION OF ACCESS PANELS

FOR ALL CONCEALED VALVES INCLUDING BUT NOT

LIMITED TO VALVES ABOVE HARD CEILINGS AND

WITHIN SOFFITS.

6. ALL PIPE PENTRATIONS THROUGH EXTERIOR WALL

SHALL BE PROVIDED WITH WATER TIGHT SLEEVES.

TRUE NORTH

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers 200 Brickstone Square, Suite 303

Andover, Massachusetts 01810

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

BEDFORD VA MEDICAL CENTER

C :\U se rs

\c fis he r\D oc um en ts

\2

_V

A Be df or d W om en s C lin ic

_M

EC

H _R

_c fis he rJ W

L8 2.

rv t

6/ 9/

:2

1:

A M

PP101A

FIRST FLOOR SUPPLY PIPING PLAN -

WEST

WOMEN'S CLINIC DESIGN

518-21-103

06/09/2023 MJC CWF

200 SPRINGS ROAD, BEDFORD, MA 01730

Revisions: Date:

ADDENDUM 1 JUNE 9, 2023

1/4" = 1'-0"

FIRST FLOOR SUPPLY PIPING PLAN - WEST1

KEYNOTES

KEYNOTE KEYNOTE DESCRIPTION

1 1" HW-UP & DN 1-1/2" CW-UP & DN. ROUTE

1-1/4" CW EACH TO EACH WATER CLOSET.

ROUTE 1/2" HW AND 1/2" CW EACH TO EACH

LAVATORY.

2 ROUTE 1/2" CW AND 1/2" HW EACH TO EACH

SINK.

3 1/2” HW-UP & DN & 1/2” CW-UP & DN. ROUTE

1/2” CW & 1/2" HW TO SINK. ROUTE 1/2" CW &

1/2" HW TO TMV SERVING EYEWASH.

C

D

E

6 7 8 9 10

1/2" CW-DN

3/4" HW-UP & DN

3/4" CW-UP & DN

P-528

WAITING

INTERVIEW

RECEPTION

WAITING

LACTATION A

SHARED

DOCUMENTATION

WORK AREA

MED ROOM

EQUIPMENT

STORAGE

LAB

(PHLEBOTOMY)

IT/DATA

CORRIDOR

STAFF TOILET

1"RHW-UP & DN

1/2" CW-UP

P-502

P-101

P-418

P-528

HOUSEKEEPING

1103/4" HW-UP & DN

1-1/2" CW-UP & DN

P-418

P-101

P-528

TOILET

111A

1/2" CW

2 P-709 P-708

1/ 2"

R

HW

SUPPLY NOTES:

1. SEE SHEET P-001 FOR LEGEND AND GENERAL NOTES.

2. SEE PLUMBING CONNECTION SCHEDULE ON P-601 FOR

PIPE TERMINATIONS TO FIXTURES AND SPECIALTIES.

REFER TO PLUMBING SCHEMATICS ON P-651 FOR

CONNECTIONS TO EQUIPMENT.

3. PROVIDE ISOLATION VALVES FOR ALL CW, HW AND

RHW RUNOUTS TO EVERY INDIVIDUAL FIXTURE,

EQUIPMENT, SPECIALTY ETC. VALVES SHALL BE

LOCATED AT THE TOP-OF-DROPS IN AN ACCESSIBLE

LOCATION WITH THE CEILING GRID MARKED FOR

MAINTENANCE. ISOLATION VALVES AND DRAIN VALVES

SHALL BE PROVIDED AT THE BASE OF ALL HW, CW &

RHW RISERS FOR ISOLATION AND DRAIN DOWN.

4. PROVIDE SERVICE VALVES FOR ALL CW, HW AND RHW

MAINS AND BRANCH RUNNOUTS. LOCATE VALVES AT

ALL FIRE/SMOKE PARTITIONS,BRANCH LOCATIONS AND

RISERS. VALVES SHALL BE LOCATED IN AN

ACCESSIBLE LOCATION WITH THE CEILING GRID

MARKED FOR MAINTENANCE.

5. LOCATE AND COORDINATE WITH THE GENERAL

CONTRACTOR THE INSTALLATION OF ACCESS PANELS

FOR ALL CONCEALED VALVES INCLUDING BUT NOT

LIMITED TO…