S02 - Attachment 12 - Drawing Plumbing.pdf

F

P

T

PLUMBING VALVE SYMBOLS

DOMESTIC COLD WATER SUPPLY

DOMESTIC HOT WATER SUPPLY

DOMESTIC HOT WATER RETURN

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

DRAIN

CONDENSATE DRAIN

VENT, SANITARY

SANITARY SEWER

PIPE REDUCER

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

SIDE CONNECTION

WATER HAMMER ARRESTOR

RISE OR DROP IN PIPE

UNION

PIPE UP

PIPE DOWN

HOSE BIBB

NON-FREEZE WALL HYDRANT

FLOOR DRAIN

HUB DRAIN

PLUGGED TEE

WALL CLEANOUT

PUMP

NEW WORK CONNECTION

LIMIT OF DEMOLITION

CHECK VALVE

BALL VALVE

TEST PLUG

BALANCING VALVE

VALVE ON RISER

LOCKED OPEN IN LINE VALVE

LOCKED CLOSED IN LINE VALVE

LOCAL ALARM PANEL

VALVE BOX RECESSED

PRESSURE AND VACUUM

TRANSDUCER SWITCH

MAIN LINE GAUGE

MEDICAL AIR OUTLET DISS TYPE

OXYGEN OUTLET DISS TYPE

MEDICAL VACUUM INLET DISS TYPE

THERMOMETER

FLOW METER

PRESSURE SENSOR

TEMPERATURE SENSOR

PETE'S PLUG

NON-POTABLE WATER

NITROGEN

NITROUS OXIDE

CARBON DIOXIDE

WASTE ANESTETIC GAS DISPOSAL

STORM DRAINAGE

NC NC

NPWNPW

INSTALLATION OF NEW OXYGEN PIPING INSTALLATION OF NEW DOMESTIC COLD WATER PIPING

INSTALLATION OF NEW MEDICAL AIR PIPING

INSTALLATION OF NEW DOMESTIC HOT WATER PIPING

INSTALLATION OF NEW MEDICAL VACUUM PIPING

INSTALLATION OF NEW SANITARY AND VENT PIPING

SANITARY RISER CONNECTION / CLEANING NOTE

INSTALLATION OF NEW STORM PIPING

PLUMBING PIPING SYMBOLS

GENERAL PLUMBING SYMBOLS

PLUMBING SPECIALITIES SYMBOLS

1. PRIOR TO REMOVAL OF EXISTING OXYGEN PIPING AND INSTALLING ANY NEW "REROUTED" OXYGEN

PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE RESIDENT ENGINEER AND A

REPRESENTATIVE OF THE 3RD PARTY MEDICAL GAS SPECIALIST TESTING AGENCY AT A MINIMUM.

2. SET UP STAGING AREA.

3. NEW "REROUTED" OXYGEN PIPING SHALL BE IN PLACE AND READY FOR CONNECTION PRIOR TO

CUTTING INTO THE EXISTING OXYGEN SYSTEM.

4. PERSONNEL AND EQUIPMENT TO BE DETERMINED AT THE MEETING MENTIONED ABOVE SHALL BE IN

PLACE TO BACK FEED THE AREAS REQUIRED.

5. ONLY ONE (1) OXYGEN LINE SHALL BE WORKED ON AT A TIME.

6. THE OXYGEN SYSTEM SHALL BE REDUCED TO ATMOSPHERIC PRESSURE.

7. NEW "REROUTED" OXYGEN PIPING SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION

01010.

9. THE NEW "REROUTED" OXYGEN SYSTEM SHALL BE CERTIFIED AND PLACED BACK INTO SERVICE.

10. ALL BACK FEED EQUIPMENT AND PERSONNEL SHALL BE RELEASED.

11. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND

BACK IN SERVICE.

1. CONTRACTOR SHALL BE AWARE THAT IN PREVIOUS RENOVATIONS THE VERTICAL RISERS WERE

CLOGGED WITH RUST AND DEBRIS WHEN CONNECTIONS WERE MADE. CUTTING THE RISER CAUSES

RUST AND DEBRIS ON THE INSIDE WALL OF PIPING TO BREAK LOOSE AND FREE FALL DOWN THE

VERTICAL RISER TO A POINT ON FLOORS BELOW WHERE THE VERTICAL RISER CHANGES DIRECTION.

THE CONTRACTORS SHALL BE RESPONSIBLE FOR CLEANING ALL SUCH STOPPAGES THROUGHOUT

CONSTRUCTION AND VERIFYING THAT ALL RISERS ARE CLEAN AND FULLY OPERABLE AT THE

COMPLETION OF ANY WORK SHIFT WHERE CONNECTIONS ARE MADE.

2. TYPICALLY, IT IS EXPECTED THAT FOR CONNECTIONS REQUIRED TO ACCOMMODATE 3RD FLOOR

RENOVATIONS, DEBRIS WILL FALL TO THE 1ST AND 2ND FLOOR CEILING OFFSETS. CLEANOUTS ARE

USUALLY INSTALLED IN THE 1ST AND 2ND FLOOR CEILING OFFSETS AND THE CONTRACTOR SHALL

USE THE EXISTING CLEANOUTS FOR REMOVING OR WASHING OUT DEBRIS.

3. WHEN CONNECTIONS ARE MADE IN THE 2ND FLOOR CEILING TO ACCOMMODATE 3RD FLOOR

RENOVATIONS, DEBRIS WILL FALL TO THE 1ST, FLOOR CEILING HORIZONTAL RISER OFFSETS.

4. WHEN CONNECTIONS ARE MADE IN THE 4TH FLOOR CEILING TO ACCOMMODATE 3RD FLOOR

RENOVATIONS, DEBRIS WILL FALL TO THE 1ST, 2ND, AND/OR 3RD FLOOR CEILING HORIZONTAL RISER

OFFSETS.

5. PRIOR TO CONNECTION TO ANY RISER, CONTRACTOR SHALL VERIFY THE LOCATION OF THE

HORIZONTAL RISER OFFSET ON THE VERTICAL RISER. CONTRACTOR SHALL BE PREPARED TO

ACCESS AND CLEANOUT STOPPAGES AT SUCH OFFSETS IN CASE STOPPAGES OCCUR FROM FALLING

DEBRIS.

6. CONTRACTOR SHALL RUN WATER IN EACH RISER UTILIZING FIXTURES ABOVE TO VERIFY RISER IS

CLEAN AND FLOWING UPON COMPLETION OF EACH TIE IN. IF ANY STOPPAGE OCCURS, CONTRACTOR

SHALL IMMEDIATELY ACCESS CLEANOUT OR REMOVE PIPING OFFSET, CLEAN PIPING AND RESTORE

PIPING TO OPERABLE CONDITION. CLEANING SHALL BE ACCOMPLISHED DURING SPECIFIED OUTAGE

TIMES AS DESCRIBED IN THE PHASING PLAN.

1. PRIOR TO REMOVAL OF EXISTING MEDICAL AIR PIPING AND INSTALLING ANY NEW "REROUTED"

MEDICAL AIR PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE RESIDENT

ENGINEER AND A REPRESENTATIVE OF THE 3RD PARTY MEDICAL GAS SPECIALIST TESTING AGENCY

AT A MINIMUM.

2. SET UP STAGING AREA.

3. NEW "REROUTED" MEDICAL AIR PIPING SHALL BE IN PLACE AND READY FOR CONNECTION PRIOR TO

CUTTING INTO THE EXISTING MEDICAL AIR SYSTEM.

4. PERSONNEL AND EQUIPMENT TO BE DETERMINED AT THE MEETING MENTIONED ABOVE SHALL BE IN

PLACE TO BACK FEED THE AREAS REQUIRED.

5. ONLY ONE (1) MEDICAL AIR LINE SHALL BE WORKED ON AT A TIME.

6. THE MEDICAL AIR SYSTEM SHALL BE REDUCED TO ATMOSPHERIC PRESSURE.

7. NEW "REROUTED" MEDICAL AIR PIPING SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION

01010.

9. THE NEW "REROUTED" MEDICAL AIR SYSTEM SHALL BE CERTIFIED AND PLACED BACK INTO SERVICE.

10. ALL BACK FEED EQUIPMENT AND PERSONNEL SHALL BE RELEASED.

11. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND

BACK IN SERVICE.

1. PRIOR TO REMOVAL OF EXISTING DOMESTIC COLD WATER PIPING AND INSTALLING ANY NEW

"REROUTED" DOMESTIC COLD WATER PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH

THE RESIDENT ENGINEER.

2. SET UP STAGING AREA.

3. NEW "REROUTED" DOMESTIC COLD WATER PIPING SHALL BE IN PLACE AND READY FOR CONNECTION

PRIOR TO CUTTING INTO THE EXISTING DOMESTIC COLD WATER PIPING.

4. ONLY ONE (1) DOMESTIC COLD WATER LINE SHALL BE WORKED ON AT A TIME.

5. THE DOMESTIC COLD WATER LINE SHALL BE DRAINED.

6. NEW "REROUTED" DOMESTIC COLD WATER LINE SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

7. THE NEW "REROUTED" DOMESTIC COLD WATER LINE SHALL BE TESTED, DISINFECTED, AND PLACED

BACK INTO SERVICE.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION 01010.

9. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND BACK

IN SERVICE.

1. PRIOR TO REMOVAL OF EXISTING DOMESTIC HOT WATER PIPING AND INSTALLING ANY NEW

"REROUTED" DOMESTIC HOT WATER PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH

THE RESIDENT ENGINEER.

2. SET UP STAGING AREA.

3. NEW "REROUTED" DOMESTIC HOT WATER PIPING SHALL BE IN PLACE AND READY FOR CONNECTION

PRIOR TO CUTTING INTO THE EXISTING DOMESTIC HOT WATER PIPING.

4. ONLY ONE (1) DOMESTIC HOT WATER LINE SHALL BE WORKED ON AT A TIME.

5. THE DOMESTIC HOT WATER LINE SHALL BE DRAINED.

6. NEW "REROUTED" DOMESTIC HOT WATER LINE SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

7. THE NEW "REROUTED" DOMESTIC HOT WATER LINE SHALL BE TESTED, DISINFECTED, AND PLACED

BACK INTO SERVICE.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION

01010.

9. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND

BACK IN SERVICE.

1. PRIOR TO REMOVAL OF EXISTING SANITARY AND VENT PIPING AND INSTALLING ANY NEW

"REROUTED" SANITARY AND VENT PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE

RESIDENT ENGINEER.

2. SET UP STAGING AREA.

3. NEW "REROUTED" SANITARY AND VENT PIPING SHALL BE IN PLACE AND READY FOR CONNECTION

PRIOR TO CUTTING INTO THE EXISTING SANITARY AND VENT PIPING.

4. ONLY THOSE SANITARY AND VENT PIPING WHICH CAN BE PLACED BACK IN OPERATION, WITHIN THE

TIME FRAME LISTED BELOW, SHALL BE WORKED ON.

5. NEW "REROUTED" SANITARY AND VENT LINES SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

6. THE NEW "REROUTED" SANITARY AND VENT LINES SHALL BE TESTED AND PLACED BACK INTO

7. SERVICE.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION

01010.

9. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND

BACK IN SERVICE.

1. PRIOR TO REMOVAL OF EXISTING STORM DRAIN PIPING AND INSTALLING ANY NEW "REROUTED"

STORM DRAIN PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE RESIDENT

ENGINEER.

2. SET UP STAGING AREA.

3. NEW "REROUTED" STORM DRAIN PIPING SHALL BE IN PLACE AND READY FOR CONNECTION PRIOR TO

CUTTING INTO THE EXISTING STORM DRAIN PIPING.

4. ONLY STORM DRAIN PIPING WHICH CAN BE PLACED BACK IN OPERATION, WITHIN THE TIME FRAME

LISTED BELOW, SHALL BE WORKED ON.

5. WORK ON THE STORM DRAIN PIPING SHALL NOT BE PERFORMED DURING INCLEMENT WEATHER.

6. NEW "REROUTED" STORM DRAIN LINE SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

7. THE NEW "REROUTED" STORM DRAIN LINE SHALL BE TESTED AND PLACED BACK INTO SERVICE.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION

01010.

9. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND

BACK IN SERVICE.

1. PRIOR TO REMOVAL OF EXISTING MEDICAL VACUUM PIPING AND INSTALLING ANY NEW "REROUTED"

MEDICAL VACUUM PIPING, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE RESIDENT

ENGINEER AND A REPRESENTATIVE OF THE 3RD PARTY MEDICAL GAS SPECIALIST TESTING AGENCY

AT A MINIMUM.

2. SET UP STAGING AREA.

3. NEW "REROUTED" MEDICAL VACUUM PIPING SHALL BE IN PLACE AND READY FOR CONNECTION

PRIOR TO CUTTING INTO THE EXISTING MEDICAL VACUUM SYSTEM.

4. PERSONNEL AND EQUIPMENT TO BE DETERMINED AT THE MEETING MENTIONED ABOVE SHALL BE IN

PLACE TO BACK FEED THE AREAS REQUIRED.

5. ONLY ONE (1) MEDICAL VACUUM LINE SHALL BE WORKED ON AT A TIME.

6. THE MEDICAL VACUUM SYSTEM SHALL BE REDUCED TO ATMOSPHERIC PRESSURE.

7. NEW "REROUTED" MEDICAL VACUUM PIPING SHALL BE TIED BACK INTO THE EXISTING SYSTEM.

8. THIS WORK SHALL BE PERFORMED DURING HOURS AS DESIGNATED IN SPECIFICATION SECTION

01010.

9. THE NEW "REROUTED" MEDICAL VACUUM SYSTEM SHALL BE CERTIFIED AND PLACED BACK INTO

SERVICE.

10. ALL BACK FEED EQUIPMENT AND PERSONNEL SHALL BE RELEASED.

11. THE CONTRACTOR SHALL ADVISE THE RESIDENT ENGINEER THAT THE WORK IS COMPLETE AND

BACK IN SERVICE.

CDCD

SSSS

SDSD

DD

MVMV

MAMA

MAMA

MVMV

NN

N2ON2O

CO2CO2

WAGDWAGD

OXOX

OXOX

PLUMBING ABBREVIATIONS

CONTRACTOR GENERAL NOTES

LEGENDSEQUENCE OF WORK

A. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE SCALED.

FIELD VERIFY ALL DIMENSIONS, PIPE SIZES, AND INVERTS. REFER TO

ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF ALL

PLUMBING FIXTURES AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING STRUCTURAL MEMBERS.

OFFSET PIPING WHERE REQUIRED TO AVOID CONFLICTS. AVOID

PENETRATING ANY MAIN STRUCTURAL BEAM. NOTIFY COR OF ANY

CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR/RESTORE ALL PENETRATIONS,

HOLES, VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS, CAVITIES,

CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS, NICKS, NOTCHES,

GROOVES, IMPRESSIONS, IMPRINTS, MARKS, RECESSES, BAYS, INLETS, AND

ANY COVES IN FLOORS, CEILINGS, AND WALLS AND/OR SLABS AFFECTED BY

PLUMBING MODIFICATIONS OR WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR BETTER

COMPLYING WITH WATER TIGHT OR FIRE RETARDANT CONDITIONS.REPAIR

SURFACES TO MATCH EXISTING UNLESS OTHERWISE NOTED ON

ARCHITECTURAL DRAWINGS.

D. WHERE CHASES ARE NOT PRESENT, CONNECT VENT PIPING TOGETHER IN

CEILING SPACE IF POSSIBLE TO AVOID CUTTING THROUGH STUDS.

E. PRIOR TO PERFORMING ANY PLUMBING WORK OR PURCHASING ANY

MATERIALS VERIFY EXACT LOCATION, ROUTING, AND PIPE SIZES, ETC. OF

ALL EXISTING WASTE, DRAIN, VENT, DOMESTIC WATER SUPPLY AND RETURN

PIPING.

F. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODE, BOTTOM OF STACKS, AND WHERE HORIZONTAL SANITARY

SEWER PIPING CHANGES DIRECTION OVER 45°.

G. NEW 2" SANITARY SEWER PIPING SHALL BE SLOPED A MINIMUM OF TWO

PERCENT, ONE-QUARTER INCH PER FOOT. NEW 3" AND 4" SANITARY SEWER

PIPING SHALL BE SLOPED A MINIMUM OF ONE PERCENT, ONE-EIGHTH INCH

PER FOOT.

H. ALL STORM DRAINAGE PIPING SHALL BE INSULATED.

I. ALL DOMESTIC COLD WATER SUPPLY, DOMESTIC HOT WATER SUPPLY, AND

DOMESTIC HOT WATER RETURN PIPING SHALL BE INSULATED.

J. REFER TO ARCHITECTURAL DRAWINGS FOR PHASING.

AC ABOVE CEILING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

ASHRAE AMERICAN SOCIETY OF

HEATING,

REFRIGERATION,

AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY

OF MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY

OF

PLUMBING ENGINEERS

ASR AUTOMATIC

RISER

BF BELOW FLOOR

CFM CUBIC FEET PER

COTG CLEANOUT TO GRADE

MINUTE

DCWS DOMESTIC COLD

DFU DRAINAGE FIXTURE

WATER SUPPLY

UNITS

DHWR DOMESTIC HOT

WATER RETURN

DHWS DOMESTIC HOT

WATER SUPPLY

DN DOWN

EL ELEVATION

DWG DRAWING

ET EXPANSION TANK

EWH ELECTRIC WATER

HEATER

FCO FLOOR CLEANOUT

F FAHRENHEIT

FD FLOOR DRAIN

(HOSE) CONNECTION

FDC FIRE DEPARTMENT

FS FLOW SWITCH

FU FIXTURE UNITS

A/E ARCHITECT / ENGINEER

AG AIR GAP

GAL GALLON

GCO GRADE CLEANOUTS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GT GREASE TRAP

H&CW HOT AND COLD

WATER

HB HOSE BIBB

HD HUB DRAIN

HP HORSEPOWER

HYD HYDRANT

INV.EL INVERT ELEVATION

INV INVERT

IPC INTERNATIONAL PLUMBING

CODE

IRW IRRIGATION WATER

KW KILOWATT

KWH KILOWATT-HOUR

AP ACCESS PANEL

SPRINKLER

BG BELOW GRADE

MA MEDICAL AIR

MBH 1000 BTUH

MED MEDICAL

MV MEDICAL VACUUM

NC NORMALLY CLOSED

NTS NOT TO SCALE

OX OXYGEN

OSCO OUTSIDE CLEANOUT

PG PRESSURE GAGE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ATMOSPHERE

PSIG POUNDS PER SQUARE INCH

GAGE

RP RECIRULATION PUMP

SS SANITARY SEWER

SCFM STANDARD CUBIC

FOOT/MINUTE

TYP TYPICAL

V VENT

VP VACUUM PUMP

VE VENT EXHAUST

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE

WCO WALL CLEANOUT

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WSFU WATER SUPPLY FIXTURE

UNITS

YCO YARD CLEANOUT

DCWR DOMESTIC COLD

WATER RETURN

DS DOWNSPOUT

RL RAIN WATER LEADER

BF BELOW FLOOR

BG BELOW GRADE

BFP BACKFLOW PREVENTER

NO NORMALLY OPEN

CENT CENTRIFUGAL

ENT ENTERING

EWT ENTERING WATER

TEMPERATURE

LWT LEAVING WATER

TEMPERATURE

RD ROOF DRAIN

OD OVERFLOW DRAIN

QTY QUANTITY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

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Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

P-001

BID DOCUMENTS

PLUMBING LEGEND AND SEQUENCE

OF WORK

SCALE: NONE

1, 2, AND 3

1, 2, AND 3

BFP-1

BFP-2

REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SCHEDULE

LEGEND: TYPE:

- 0.5

- 1

5 8

6 18

17 80

MV-1

MV-2

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

MEDICAL VACUUM LINE LOW.

NITROGEN LINE PRESSURE ABNORMAL.

NITROUS OXIDE LINE PRESSURE ABNORMAL.

CARBON DIOXIDE LINE PRESSURE ABNORMAL.

TEST BUTTON.

SILENCE BUTTON.

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

MEDICAL VACUUM LINE LOW.

NITROGEN LINE PRESSURE ABNORMAL.

NITROUS OXIDE LINE PRESSURE ABNORMAL.

CARBON DIOXIDE LINE PRESSURE ABNORMAL.

TEST BUTTON.

SILENCE BUTTON.

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

MEDICAL VACUUM LINE LOW.

NITROGEN LINE PRESSURE ABNORMAL.

NITROUS OXIDE LINE PRESSURE ABNORMAL.

CARBON DIOXIDE LINE PRESSURE ABNORMAL.

TEST BUTTON.

SILENCE BUTTON.

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

MEDICAL VACUUM LINE LOW.

NITROGEN LINE PRESSURE ABNORMAL.

NITROUS OXIDE LINE PRESSURE ABNORMAL.

CARBON DIOXIDE LINE PRESSURE ABNORMAL.

TEST BUTTON.

SILENCE BUTTON.

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

MEDICAL VACUUM LINE LOW.

NITROGEN LINE PRESSURE ABNORMAL.

NITROUS OXIDE LINE PRESSURE ABNORMAL.

CARBON DIOXIDE LINE PRESSURE ABNORMAL.

TEST BUTTON.

SILENCE BUTTON.

VB-1

VB-2

VB-3

VB-4

VB-5

VB-6

VB-7

VB-8

VB-9

VB-10

PUBLIC LAVATORY

LOW FLOW LAVATORY

16.38

PRIVATE LAVATORY

PATIENT AND EXAM ROOMS

9.38

SINKS AND SHOWER 18.75

PUBLIC LAVATORY

LOW FLOW LAVATORY

16.38

PRIVATE LAVATORY

PATIENT AND EXAM ROOMS

9.38

ICE MACHINE 9.38

SINKS AND SHOWER 18.75

URINALS 21.74

TOILETS 31.22

2 2

3 3

6 6

14 14

38 38

3/8 3/8 5 0.5 50°F 130°F 110°F 1, 3, AND 4

1/2 1/2 5 1 50°F 130°F 110°F 2, 3, AND 4

AREA

(ZONE)

ALARM

PANEL 'A'

YES

AREA

(ZONE)

ALARM

PANEL 'B'

YES

AREA

(ZONE)

ALARM

PANEL 'C'

YES

AREA

(ZONE)

ALARM

PANEL 'D'

YES

AREA

(ZONE)

ALARM

PANEL 'E'

YES

CYSTRO OR-8 C/D 2" S 1 AND 2

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

NITROUS OXIDE

3/4

1-1/4 1/2

50-55 50-55

15-19inHgV 50-55

49.0 56.0 144.0 10.5

1, 3 AND 4

NITROGEN 3/4 210 25.0 2, 3 AND 4

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

NITROUS OXIDE

1/2 3/4

1-1/4 1/2

50-55 50-55

15-19INHGV

50-55

14.0 42.0 60.0 7.0

1, 3 AND 4

NITROGEN 3/4 210 20.0 2, 3 AND 4

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

NITROUS OXIDE

1/2 3/4

1-1/4 1/2

50-55 50-55

15-19INHGV

50-55

14.0 42.0 60.0 7.0

1, 3 AND 4

NITROGEN 1/2 210 5.0 2, 3 AND 4

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

NITROUS OXIDE

1/2 3/4

1-1/4 1/2

50-55 50-55

15-19INHGV

50-55

14.0 32.0 7.0

1, 3 AND 4

NITROGEN 1/2 210 5.0 2, 3 AND 4

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

NITROUS OXIDE

1/2 3/4

1-1/4 1/2

50-55 50-55

15-19INHGV

50-55

14.0 32.0 7.0

1, 3 AND 4

NITROGEN 1/2 210 5.0 2, 3 AND 4

0.35 12 0.0938

0.35 12 0.0938

0.70 24 0.1875

0.35 12 0.0938

0.35 12 0.0938

0.70 12 0.0938

0.70 24 0.1875

1.90 64 0.5000

4.85 164 1.2800

SIZE

GPM

FLUSH VALVE

WSFU

FLUSH TANK

WSFUFLUSH

VALVE

FLUSH

TANK

1/2"

3/4"

1"

1-1/4"

1-1/2"

MARK

PIPING PRESSURE

DROP

PSI

CAPACITY

GPM

TEMPERATURE

REMARKS

INLET OUTLET COLD HOT TEMPERED

ABSORBOTRON TYPE NO. 5005 5010 5020 5030 5040 5050

P.D.I. SYMBOL A B C D E F

FIXTURE UNIT RATING 1-11 12-32 33-60 61-113 114-154 155-330

LOCATION

TYPE OF

PANEL

GAGES SERVICE INDICATED LIGHTS

THIRD FLOOR

NURSE STATION BW34B

THIRD FLOOR

NURSE STATION BW34B

THIRD FLOOR

NURSE STATION BW34B

THIRD FLOOR

NURSE STATION BW34B

THIRD FLOOR

NURSE STATION BW34B

LOCATION

DRAIN

TYPE

SIZE

INCHES

SEWER REMARKS

MARK GAS TYPE

VALVE

SIZE

INCHES

PRESSURE

PSI

DESIGN

SCFM

REMARKS

SIZE

INCH

TEMPERATURE

VOLUME FLUSH VALVE

WSFU

MAXIMUM

PIPE LENGTH

FEETLITERS OUNCES GALLONS

3/8 HOT

3/8 HOT

1/2 HOT

3/8 COLD

3/8 COLD

3/8 COLD

1/2 COLD

3/4 COLD

1 COLD

DOMESTIC WATER CALCULATIONS

THERMOSTATIC TYPE PRESSURE BALANCE MIXING VALVE SCHEDULE

SHOCK ABSORBER SCHEDULE

MEDICAL GAS AND VACUUM ALARM PANEL SCHEDULEFLOOR DRAIN SCHEDULE

MEDICAL GAS AND VACUUM VALVE BOX SCHEDULE

DOMESTIC WATER BRANCH LENGTH SCHEDULE

SINK, CRS 1 AND 3

SINK, SURGEONS 2 AND 3

SINK, CRS 1

SINK, SURGEONS 3

35.00 GPM.

31.00 GPM

17.5 GPM

4" DRAINAGE 1-1/2" DCWS ~ 1-1/4" DHWS ~ 3/4" DHWR

K1415

P-519

K1415

P-519

MARK FIXTURE DFU

DCWS

WSFU

DHWS

WSFU

TOTAL

WSFU

CONNECTION PIPE SIZE

REMARKS

WASTE VENT DCWS DHWS

3.00 1.50 1.50 2.00 1.50 1.50 0.375 0.375

3.00 1.50 1.50 2.00 1.50 1.50 0.375 0.375

MARK FIXTURE QTY

DRAINAGE FU DOMESTIC WATER FU

EACH TOTAL

COLD

WATER

EACH

COLD

WATER

TOTAL

HOT

WATER

EACH

HOT

WATER

TOTAL

WATER

SUPPLY

EACH

WATER

SUPPLY

TOTAL

3.00 3.00 1.50 1.50 1.50 1.50 2.00 2.00

3.00 9.00 1.50 4.50 1.50 4.50 2.00 6.00

12.00 6.00 6.00 8.00

DOMESTIC WATER SUPPLY 8.00 WSFU =

DOMESTIC COLD WATER SUPPLY 6.00 WSFU =

DOMESTIC HOT WATER SUPPLY 6.00 WSFU =

PIPE SIZE:

PLUMBING FIXTURE SCHEDULE

PLUMBING FIXTURE UNIT CALCULATION

THERMOSTATIC BALANCING VALVE WITH INTEGRAL CHECK VALVE

AND UNION. CONTRACTOR SHALL PROVIDE THERMOSTATIC

BALANCING VALVE. MINIMUM SIZE SHALL BE 3/4".

ISOLATION VALVE (FULL PORT BALL VALVE).

UNION.

TEMPERATURE SENSOR IN PETE'S PLUG.

THERMOMETER IN THERMOWELL.

PLUGGED 3/4" FIP ADAPTER FOR FUTURE BUILDING MANAGEMENT

SYSTEM SENSOR CONNECTION.

REDUCER FOR LINE SIZE ADJUSTMENT.

FLOW METER.

(BALANCING VALVE ASSEMBLY DETAIL ONLY)

FLOW

HOT WATER RETURN THERMOSTATIC

BALANCING VALVE ASSEMBLY DETAIL

NOTES:

NOTES:

NOTES:

S = SANITARY C = FINISHED AREA

D = LATEX MASTIC/THIN SET TILE

M = ADJUSTABLE FUNNEL STRAINER

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

1. DESIGN BASIS: POWERS LFG480-10 OR APPROVED EQUAL.

2. DESIGN BASIS: POWERS LFe480-01 OR APPROVED EQUAL.

3. EXPOSED, ROUGH BRONZE CHROME PLATED FINISH, SIDE CONNECTIONS, TOP OUTLET.

4. MINIMUM FLOW SHALL BE 0.25 GPM.

1. FIXTURE UNIT VALUES BASED ON THE INTERNATIONAL PLUMBING CODE SIZING CHARTS.

2. MAX VELOCITY FOR HOT WATER - 5 FT/SECOND, FOR COLD WATER 6 FT/SECOND.

1. J.R. SMITH MANUFACTURING COMPANY NUMBER SHOWN. JOSAM, ZURN, OR APPROVED EQUAL IS

ACCEPTABLE.

1. DIGITAL LCD AREA ALARM SYSTEM PANELS DESIGN BASIS: MANUFACTURER: AMICO, MODEL

A4AR-U-AOV OR A3AR-U-OAV.

2. REFER TO DRAWINGS FOR LOCATION OF ALARM PANELS.

1. DECONTAMINATION DRAIN WITH REMOVABLE GRATE AND SPEED SET PLUG. DESIGN BASIS:

MANUFACTURER: J.R. SMITH, MODEL 9205Y-04.

2. REFER TO DRAWINGS FOR LOCATION OF FLOOR DRAIN.

1. MULTIPLE SENSOR ZONE INDICATOR PANEL COMBO UNIT NFPS DESIGN BASIS: MANUFACTURER:

AMICO, MODEL ZIU-P3456.

2. SINGLE SENSOR INDICATOR ZONE INDICATOR PANEL COMBO UNIT NFPS DESIGN BASIS:

MANUFACTURER: AMICO, MODEL ZIU-P1.

3. ZONE INDICATOR PANEL BOXES SHALL BE AN AMICO ALERT-1 SERIES.

4. REFER TO DRAWINGS FOR LOCATION OF ZONE VALVE BOX.

1. DOUBLE COMPARTMENT WITH DRAIN BOARD ON LEFT, FREE STANDING 14 GAUGE CRS, 27-1/2-INCH

X 63-INCH STAINLESS STEEL, TWO 18-INCH X 24-INCH X 12-INCH DEEP COMPARTMENTS, PRE-RINSE

FAUCET WITH 1.60 GPM LAMINAR FLOW DEVICE. PROVIDE ASSE 1070 LISTED POINT OF USE

THERMOSTATIC TYPE PRESSURE BALANCE MIXING VALVE (MV-2) UNDER SINK.

2. DOUBLE COMPARTMENT, WALL HUNG 16 GAUGE, TYPE 302/304 STAINLESS STEEL,31-INCH X 26-INCH

X 12-INCHES DEEP, STAINLESS STEEL. HANDS FREE SENSOR CONTROL GOOSENECK FAUCET WITH

1.50 GPM LAMINAR FLOW DEVICE. PROVIDE ASSE 1070 LISTED POINT OF USE THERMOSTATIC TYPE

PRESSURE BALANCE MIXING VALVE (MV-2) UNDER SINK.

3. HANDICAPPED FIXTURE. FIXTURE SHALL MEET THE AMERICANS WITH DISABILITIES ACT AND THE

BARRIER-FREE HEALTHCARE INITIATIVE REQUIREMENTS.

1. MAXIMUM DEAD END LENGTH IS TWO (2) PIPE DIAMETER OFF THE MAIN.

1. DESIGN BASIS; MANUFACTURER: WATTS, MODEL: 009MQT OR APPROVED EQUAL.

2. REFER TO MANUFACTURER LITERATURE FOR INSTALLATION OF BACKFLOW PREVENTER AND

SPECIFICATIONS FOR MANUFACTURER.

3. PROVIDE AIR GAP FITTING AND DISCHARGE TO FLOOR DRAIN.

MARK

PIPING PRESSURE

DROP

PSI

CAPACITY

GPM

SYSTEM LOCATION NOTESINLET

INCHES

OUTLET

INCHES

1 1 10 20 DCWS ROOM BW323

1 1 10 20 DCWS ROOM BW323

3 2

7 7

2 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

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M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

P-501

BID DOCUMENTS

SCHEDULES AND DETAILS

NONINV. CARDIOLOGY

EXP.

JT.

D227

D218

D217

D216

D212

D210

D204

D207

D205

D203

D201

G232

C2-8

C2-3

G231

D200

D202

D206

D215

D211

D214

D213

D209

D228A

C2-3B

C2-3A

CORRIDOR

CORRIDOR

CORRIDOR

TLT

REHAB.

CHART

TLT

ECHO

ECG

ECG

COMP/STO.

EXERCISE

ECG

ECG

ECG

EXAM

EXAM

ECHO

READ

VIEW/

NURSE/TECH

WORK

HOLTER

HAC

PACEMAKER

OFF.

MULTIPURPOSE

PAT

TLT./SHWR.

LAB

STOR

CHART

S-1 S-2 S-3

P-6 P-7

P-5P-4

STORAGE

UP DN

DN

F.V.C.F.V.C.F.V.C.

F.E.C.F.E.C.F.E.C.

CG

CG

CG

CG

PLAN

NORTH

TRUE

NORTH

5"ø SD

3/4"ø DCWS 3/4"ø DHWS

3/4"ø DHWR

1 1/2"ø SS

2"ø SS

5 6

AC

AC

AC

AC

CORRIDOR

SYRUP

CORR

CW C-7

BW 234

CANTEEN

CANTEEN RETAIL STORAGE

CW 255

CW 256

MEN'S

TOILET

CW 258

F.V.C.

BW 234

DISH WASH

BW 235

CANTEEN KITCHEN

BW 235A

BW 237

JAN.

BW 269

OFF

CW 262

CORR.

CORR.

CWC 267

SERVICE LOBBY

CW 269A

NO. 1

STAIR

OFFICE OFFICE

CORRIDOR

CW C1

CWC 270

PASSENGER LOBBY

CW 228A

CHIEF

PERSONNEL

SVC

CW 229A

VEST.

OFFICE

BW 209 BW 210

VENDING CHASE

PRAYER RM.

CW 205

VENDING

BW 244

BW 234B

DINING

BW 234A

DINING

BW 234A

DINING

CORRIDOR

CW-C1

EQUIP. ROOM

CW 207

PNEUMATIC TUBE

MECHANICAL SPACE

CW 208A

MECHANICAL

CW 208

Bw

Bw

CORRIDOR

I.C.U. WAITING RM.

224Bw

C-15

218A

STOR

CONTROL

225Bw

BW 235B

DRY STOR

ELEC.

BW 234C

8'-8Ð"x9'-8"

FREEZER

EMPLOYEE DINING

BW 236

STAIR

NO. 5

F.A.C.

BW204

PSYCH.

BW214A

ROOM

BW205

EXAM.

ROBE C H A P E L

CW 211A

CW 211

CORRIDOR

CE247

MAIL - MESS - TWX.

REJECT STATION

CE-C34

CE247A

CE203A

Bw C-16

COMM.

BW 219

CORRIDOR

CW-C2

ELEV. S2 ELEV. S3

ELEV. P6 ELEV. P7

SHAFT SHAFT

SHAFT

BW 234A

AC

AC

AC

G G

H H

J J

J1 J1

K K

L L

M M

N N

12.2

12.2

12.3

12.3

PP

P1P1

P2P2

GENERAL NOTES

DEMOLITION KEY NOTES

KEY PLAN

GRAPHIC SCALE

16'4'0 8' 32'

1/8" = 1'-0"

3"ø V

5"ø SD

3"ø SS

3"ø SS

2"ø V

3/4"ø DHWS 3/4"ø DCWS

/4

"ø D

C W

S

3"ø SS

"ø

V

2"ø V

5 5

BW 218

AE204

DIETITIAN

THEATER

AW 216

WAITING RM.

BW206

WOMEN'S

TOILET

A/V PROG.

BW 243

CHIEF

GROUP ROOM

BW207 BW208

BW209

PSYCH.

BW211

PSYCH.

BW201

PSYCH.

BW214

BW212

PSYCH.

GROUP THERAPY

CORRIDOR

BW-C10

AW 214

MEN'S

TOILET AW213

CONFERENCE

AW211 AW205 AW203

BW-C11

CORRIDOR

BW 223A

CHAPLIN'S

OFFICE

BW213

SECY.

CORR.

BW C-13

ELEC.

BW 220

BW 222

OFFICE

BW 221

H.A.C.

BWC-14

STOR.

BW 217

PYSCH WTG.

AW 201

CONFERENCE

BW 216A

P-8

F.A.C.

CHAPLAIN

BW 216

CORR.

OFFICE

P-9 E.C.

STAGE

AE200

BE C34

CORRIDOR

AE206

STORAGE

C8AEAE

CORRIDOR

DIETITIAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

-T

M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

PD101

BID DOCUMENTS

SECOND FLOOR DEMOLITION PIPING

PLAN - PHASE 1

SCALE: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION

PIPING PLAN - PHASE 1

A. ALL EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED

PIPING SERVING SECOND FLOOR TO REMAIN UNLESS

OTHERWISE NOTED.

B. DEMOLITION SHALL INCLUDE ALL FITTINGS, VALVES, PIPE

SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

C. ABANDONED OR UNUSED PIPING AND/OR STACKS SHALL BE

REMOVED.

D. CONTRACTOR SHALL RESTORE ALL PENETRATIONS, HOLES,

VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS,

CAVITIES, CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS,

NICKS, NOTCHES, GROOVES, IMPRESSIONS, IMPRINTS,

MARKS, RECESSES, BAYS, INLETS, AND ANY COVES IN

FLOORS AND CEILINGS WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR

BETTER COMPLYING WITH WATER TIGHT OR FIRE

RETARDANT CONDITIONS. REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION ON THE FLOOR

AND CEILING REPAIR.

E. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

F. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVE DETECTION METHODS TO LOCATE

CONCEALED REINFORCING STEEL IN THE TOP AND BOTTOM

OF SLABS PRIOR TO CORING. FINAL CORE LOCATIONS

SHALL BE COORDINATED WITH MAPPED REBAR LOCATIONS

AND SHALL AVOID CUTTING ANY EXISTING REINFORCING

STEEL. CUTTING OF EXISTING REBAR(S) IS NOT PERMITTED.

1. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING SANITARY SEWER PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

2. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC HOT WATER RETURN PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED.

3. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC COLD WATER SUPPLY PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED.

4. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC HOT WATER SUPPLY PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED

5. EXISTING PLUMBING PIPING TO REMAIN.

6. REMOVE AND DISCARD EXISTING PLUMBING PIPING BACK

TO LIMITS OF DEMOLITION.

NONINV. CARDIOLOGY

EXP.

JT.

D227

D218

D217

D216

D212

D210

D204

D207

D205

D203

D201

G232

C2-8

C2-3

G231

D200

D202

D206

D215

D211

D214

D213

D209

D228A

C2-3B

C2-3A

CORRIDOR

CORRIDOR

CORRIDOR

TLT

REHAB.

CHART

TLT

ECHO

ECG

ECG

COMP/STO.

EXERCISE

ECG

ECG

ECG

EXAM

EXAM

ECHO

READ

VIEW/

NURSE/TECH

WORK

HOLTER

HAC

PACEMAKER

OFF.

MULTIPURPOSE

PAT

TLT./SHWR.

LAB

STOR

CHART

S-1 S-2 S-3

P-6 P-7

P-5P-4

STORAGE

UP DN

DN

F.V.C.F.V.C.F.V.C.

F.E.C.F.E.C.F.E.C.

CG

CG

CG

CG

PLAN

NORTH

TRUE

NORTH

16'4'0 8' 32'

1/8" = 1'-0"

2"ø SS

AC

AC

CORRIDOR

SYRUP

CORR

CW C-7

BW 234

CANTEEN

CANTEEN RETAIL STORAGE

CW 255

CW 256

MEN'S

TOILET

CW 258

F.V.C.

BW 234

DISH WASH

BW 235

CANTEEN KITCHEN

BW 235A

BW 237

JAN.

BW 269

OFF

CW 262

CORR.

CORR.

CWC 267

SERVICE LOBBY

CW 269A

NO. 1

STAIR

OFFICE OFFICE

CORRIDOR

CW C1

CWC 270

PASSENGER LOBBY

CW 228A

CHIEF

PERSONNEL

SVC

CW 229A

VEST.

OFFICE

BW 209 BW 210

VENDING CHASE

PRAYER RM.

CW 205

VENDING

BW 244

BW 234B

DINING

BW 234A

DINING

BW 234A

DINING

CORRIDOR

CW-C1

EQUIP. ROOM

CW 207

PNEUMATIC TUBE

MECHANICAL SPACE

CW 208A

MECHANICAL

CW 208

Bw

Bw

CORRIDOR

I.C.U. WAITING RM.

224Bw

C-15

218A

STOR

CONTROL

225Bw

BW 235B

DRY STOR

ELEC.

BW 234C

8'-8Ð"x9'-8"

FREEZER

EMPLOYEE DINING

BW 236

STAIR

NO. 5

F.A.C.

BW204

PSYCH.

BW214A

ROOM

BW205

EXAM.

ROBE C H A P E L

CHIEF

CW 211A

CW 211

CORRIDOR

CE247

MAIL - MESS - TWX.

REJECT STATION

CE-C34

CE247A

CE203A

Bw C-16

COMM.

BW 219

BE 211A

BE 212

CORRIDOR

CW-C2

ELEV. S2 ELEV. S3

ELEV. P6 ELEV. P7

SHAFT SHAFT

SHAFT

BW 234A

AC

"ø

S S

G G

H H

J J

J1 J1

K K

L L

M M

N N

12.2

12.2

12.3

12.3

PP

P1P1

P2P2

3"ø V

5"ø SD

3"ø SS

3"ø SS

2"ø V

3/4"ø DHWS 3/4"ø DCWS

/4

"ø D

C W

S

3"ø SS

"ø

V

2"ø V

6 6

AC

AC

AC

AC

BW 218

AE204

DIETITIAN

THEATER

AW 216

WAITING RM.

BW206

WOMEN'S

TOILETF.A.C.

A/V PROG.

BW 243

CHIEF

GROUP ROOM

BW207 BW208

BW209

PSYCH.

BW211

PSYCH.

BW201

PSYCH.

BW214

BW212

PSYCH.

GROUP THERAPY

CORRIDOR

BW-C10

AW 214

MEN'S

TOILET

AW213

CONFERENCE

AW211

AW205

AW203

BW-C11

CORRIDOR

BW 223A

CHAPLIN'S

OFFICE

BW213

SECY.

CORR.

BW C-13

ELEC.

BW 220

BW 222

OFFICE

BW 221

H.A.C.

BWC-14

STOR.

BW 217

PYSCH WTG.

AW 201

CONFERENCE

BW 216A

P-8

F.A.C.

CHAPLAIN

BW 216

CORR.

OFFICE

P-9 E.C.

STAGE

AE200

CHIEF

BE C34

CORRIDOR

BE 201

BE 202

AE206

STORAGE

C8AE

CORRIDOR

ROOM

AE201

STO.

AC6

DIETITIAN

GENERAL NOTES

DEMOLITION KEY NOTES

KEY PLAN

GRAPHIC SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

-T

M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

PD102

BID DOCUMENTS

SECOND FLOOR DEMOLITION PIPING

PLAN - PHASE 2

A. ALL EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED

PIPING SERVING THIRD FLOOR TO REMAIN UNLESS

OTHERWISE NOTED.

B. DEMOLITION SHALL INCLUDE ALL FITTINGS, VALVES, PIPE

SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

C. ABANDONED OR UNUSED PIPING AND/OR STACKS SHALL BE

REMOVED.

D. CONTRACTOR SHALL RESTORE ALL PENETRATIONS, HOLES,

VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS,

CAVITIES, CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS,

NICKS, NOTCHES, GROOVES, IMPRESSIONS, IMPRINTS,

MARKS, RECESSES, BAYS, INLETS, AND ANY COVES IN

FLOORS AND CEILINGS WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR

BETTER COMPLYING WITH WATER TIGHT OR FIRE

RETARDANT CONDITIONS. REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION ON THE FLOOR

AND CEILING REPAIR.

E. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

F. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVE DETECTION METHODS TO LOCATE

CONCEALED REINFORCING STEEL IN THE TOP AND BOTTOM

OF SLABS PRIOR TO CORING. FINAL CORE LOCATIONS

SHALL BE COORDINATED WITH MAPPED REBAR LOCATIONS

AND SHALL AVOID CUTTING ANY EXISTING REINFORCING

STEEL. CUTTING OF EXISTING REBAR(S) IS NOT PERMITTED.

1. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING SANITARY SEWER PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

2. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING VENT PIPING ABOVE CEILING AT APPROXIMATE

LOCATION INDICATED.

3. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING STORM DRAINAGE PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

4. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC COLD WATER SUPPLY PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED.

5. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC HOT WATER SUPPLY PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED.

6. EXISTING PLUMBING PIPING TO REMAIN.

7. REMOVE AND DISCARD EXISTING PLUMBING PIPING BACK

TO LIMITS OF DEMOLITION.

8. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC HOT WATER RETURN PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED.

9. CUT, REMOVE, AND DISCARD EXISTING FLOOR DRAIN IN

PHASE 3. EXISTING SANITARY SEWER PIPING TO REMAIN

AND REUSED IN NEW WORK.

SCALE: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION

PIPING PLAN - PHASE 2

UP

DN

UP

SHAFT

EXISTING

PLAN

NORTH

TRUE

NORTH

DN

UP

/4

"ø O

X "ø

M V

/4

"ø M

A

3/4"ø OX 1"ø MV

3/4"ø MA

1"ø OX 2"ø MV

1"ø MA

"ø

O X

"ø

M A

"ø

M V

"ø

M V

"ø

M A 1

"ø O

X

"ø

V

/4

"ø O

X /4

"ø M

A

"ø

M V

3/4"ø MA

1"ø MV 3/4"ø OX

4"ø SD

CORRIDOR

BW3-1

SEMI-RESTRICTED

CORRIDOR

BW3-2

EYE OR-8

BW317

ENDO EQUIP.

BW312B

HAC

BW316

UNRESTRICTED

CORRIDOR

CWC-1

CLOSET

BWC6A

CORRIDOR

CW3-5

SCRUB

S C

R U

B

S C

R U

B

SUTURES

CW310

SUB-STERILE

CW311

PRTHO OR-6

CW306

ENDO/HYBRID OR-7

CW312A

EX. RDOR EQUIP.

BW313

ANES.

SUPPLY

BW314

ANES.

PREP.

BW315

EYE EQUIP.

BW317A

CYSTRO OR-8

CW303

SUPPLY OR

CW304

STAFF

TOILET

CW305

DECONTAM/

SUCTION

CW305

INSTRUMENT

TRAYS

CW307

CORRIDOR

CW3-3

CASE CART

SUPPLY

CW309

CHARGE

NURSE

CW310

PPE

CW302A

ISOLATION

CW301A

CYSTRO

PREP

CW303B

CYSTRO

SUPPLY

CW303A

STAIR

#1

C. UTL.

CW301D

S. UTL.

CW301E

SERVICE

ELEV. LOBBY

CWC358

ELEV.

S1

ELEV.

S3

OIT

RECOVERY

ELEV.

P6

ELEV.

P7

PASSENGER

ELEV. LOBBY

CWC360

SHAFT SHAFT

SCHEDULER

CW311

COPIER

CW312

EMERGENCY

CASE CARTS

CW308

CORRIDOR

CW3-4

HAC

CE301

COPIER

EXISTING

SHAFT

EXISTING

SHAFT

EX RD

EX RD

OPEN TO

EXISTING THEATHER

BELOW

ENDO

CONTROL

BW312

M A

O X

M V

O X

M A

M V

SERVICE

CORE

BW325

CARDIAC

SUPPLY

BW324

SOILED/

DECONTAM

BW305

STAIR

OR EQUP.

BW319

OR EQUP.

BW321

OR EQUP.

BW3223

ORTHO

OR-1

BW322

/4

"ø N

O

3/4"ø N2O

/4

"ø N

O

G G

H H

J J

J1 J1

K K

L L

12.2

12.2

12.3

12.3

GENERAL NOTES

DEMOLITION KEY NOTES

KEY PLAN

GRAPHIC SCALE

16'4'0 8' 32'

1/8" = 1'-0"

"ø

M V

/4

"ø M

A3 /4

"ø O

X

1"ø MV

3/4"ø MA 3/4"ø OX3/4"ø OX

3/4"ø MA

1"ø MV 3/4"ø OX

1"ø MV

3/4"ø MA

"ø

V

CORRIDOR

BW3-1

EX RD

OPEN TO

EXISTING THEATHER

BELOW

OPEN TO

BELOW

AC

OX

MV

MA MA

MV

OX

MV

MA

OX

MV

MA

MV

MA

MV

MA

OX

MV

MA

OX

MA

OX

MV

CARDIAC

OR-2

BW301

NEURO

OR-3

BW302

VASCULAR

OR-4

BW303

GENERAL

SURGERY/ENT

OR-5

BW304

SERVICE

CORE

BW325

CARDIAC

SUPPLY

BW324

SOILED/

DECONTAM

BW305

S

IM

I- R

E S

T R

IC

T

E D

C O

R R

ID

O

R

B W

C -5

STAIR

SEMI-RESTRICTED

CORRIDOR

BWC-4

5"ø SD

3/4"ø N2O3/4"ø N2O

/4

"ø N

O

9 9 9 9

N N

PP

P1P1

P2P2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

-T

M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

PD103

BID DOCUMENTS

THIRD FLOOR DEMOLITION PIPING

PLAN - PHASE 1

SCALE: 1/8" = 1'-0"

THIRD FLOOR DEMOLITION

PIPING PLAN - PHASE 1

1. REMOVE AND DISCARD EXISTING SURGEONS SCRUB SINK,

DRAIN, TRAP, FAUCET. EXISTING PIPING TO REMAIN FOR

CONNECTION OF SURGEONS SCRUB SINK IN NOTE 3.

2. REMOVE AND DISCARD EXISTING MEDICAL GAS AND

VACUUM ZONE VALVE BOX AND ALL ASSOCIATED MEDICAL

GAS AND VACUUM PIPING BACK TO THE LIMITS OF

DEMOLITION.

3. REMOVE, CLEAN, AND RELOCATE EXISTING SURGEONS

SCRUB SINK, FAUCETS, AND SUPPLIES PER

ARCHITECTURAL DRAWINGS. CONNECT UTILITIES TO

EXISTING UTILITIES. REMOVE EXISTING DRAIN, TRAP, AND

ALL ASSOCIATED PIPING BACK TO THE LIMITS OF

DEMOLITION.

4. LIMITS OF DEMOLITION. CUT, CAP, REMOVE, AND DISCARD

EXISTING MEDICAL AIR PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

5. LIMITS OF DEMOLITION. CUT, CAP, REMOVE, AND DISCARD

EXISTING OXYGEN PIPING ABOVE CEILING AT APPROXIMATE

LOCATION INDICATED.

6. LIMITS OF DEMOLITION. CUT, CAP, REMOVE, AND DISCARD

EXISTING MEDICAL VACUUM PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

7. LIMITS OF DEMOLITION. CUT, CAP, REMOVE, AND DISCARD

EXISTING NITROUS OXIDE PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

8. REMOVE, AND DISCARD EXISTING PIPING ABOVE CEILING

BACK TO THE LIMITS OF DEMOLITION.

9. EXISTING PLUMBING PIPING TO REMAIN.

10. REMOVE AND DISCARD EXISTING CEILING MOUNTED

OUTLETS, HOSES, AND ASSOCIATED PIPING.

A. ALL EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED

PIPING SERVING THIRD FLOOR TO REMAIN UNLESS

OTHERWISE NOTED.

B. DEMOLITION SHALL INCLUDE ALL FITTINGS, VALVES, PIPE

SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

C. ABANDONED OR UNUSED PIPING AND/OR STACKS SHALL BE

REMOVED.

D. CONTRACTOR SHALL RESTORE ALL PENETRATIONS, HOLES,

VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS,

CAVITIES, CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS,

NICKS, NOTCHES, GROOVES, IMPRESSIONS, IMPRINTS,

MARKS, RECESSES, BAYS, INLETS, AND ANY COVES IN

FLOORS AND CEILINGS WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR

BETTER COMPLYING WITH WATER TIGHT OR FIRE

RETARDANT CONDITIONS. REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION ON THE FLOOR

AND CEILING REPAIR.

E. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

F. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVE DETECTION METHODS TO LOCATE

CONCEALED REINFORCING STEEL IN THE TOP AND BOTTOM

OF SLABS PRIOR TO CORING. FINAL CORE LOCATIONS

SHALL BE COORDINATED WITH MAPPED REBAR LOCATIONS

AND SHALL AVOID CUTTING ANY EXISTING REINFORCING

STEEL. CUTTING OF EXISTING REBAR(S) IS NOT PERMITTED.

G. PHASE 2 SHALL CONTINUE TO OPERATE DURING PHASE 1

CONSTRUCTION. CONTRACTOR SHALL MAKE ALL

NECESSARY CONECTIONS REQUIRED.

DN

UP

SHAFT

EXISTING

PLAN

NORTH

TRUE

NORTH

DN

UP

"ø

M V

/4

"ø M

A3 /4

"ø O

X

4"ø SD

CORRIDOR

BW3-1

SEMI-RESTRICTED

CORRIDOR

BW3-2

EYE OR-8

BW317

ENDO EQUIP.

BW312B

HAC

BW316

UNRESTRICTED

CORRIDOR

CWC-1

CLOSET

BWC6A

CORRIDOR

CW3-5

SCRUB

S C

R U

B

S C

R U

B

SUTURES

CW310

SUB-STERILE

CW311

PRTHO OR-6

CW306

ENDO/HYBRID OR-7

CW312A

EX. RDOR EQUIP.

BW313

ANES.

SUPPLY

BW314

ANES.

PREP.

BW315

EYE EQUIP.

BW317A

CYSTRO OR-8

CW303

SUPPLY OR

CW304

STAFF

TOILET

CW305

DECONTAM/

SUCTION

CW305

INSTRUMENT

TRAYS

CW307

CORRIDOR

CW3-3

CASE CART

SUPPLY

CW309

CHARGE

NURSE

CW310

PPE

CW302A

ISOLATION

CW301A

CYSTRO

PREP

CW303B

CYSTRO

SUPPLY

CW303A

STAIR

#1

C. UTL.

CW301D

S. UTL.

CW301E

SERVICE

ELEV. LOBBY

CWC358

ELEV.

S1

ELEV.

S3

OIT

RECOVERY

ELEV.

P6

ELEV.

P7

PASSENGER

ELEV. LOBBY

CWC360

SHAFT SHAFT

SCHEDULER

CW311

COPIER

CW312

EMERGENCY

CASE CARTS

CW308

CORRIDOR

CW3-4

HAC

CE301

COPIER

EXISTING

SHAFT

EXISTING

SHAFT

EX RD

EX RD

OPEN TO

EXISTING THEATHER

BELOW

ENDO

CONTROL

BW312

SERVICE

CORE

BW325

CARDIAC

SUPPLY

BW324

STAIR

2"ø V

"ø

V

G G

H H

J J

J1 J1

K K

L L

M M

12.2

12.2

12.3

12.3

GENERAL NOTES

DEMOLITION KEY NOTES

KEY PLAN

GRAPHIC SCALE

16'4'0 8' 32'

1/8" = 1'-0"

"ø

M V

/4

"ø M

A3 /4

"ø O

X

1"ø MV

3/4"ø MA 3/4"ø OX3/4"ø OX

3/4"ø MA

1"ø MV 3/4"ø OX

1"ø MV

3/4"ø MA

33 3 3

"ø

V

5 5 5 5

CORRIDOR

BW3-1

EX RD

OPEN TO

EXISTING THEATHER

BELOW

OPEN TO

BELOW

AC

OX

MV

MA MA

MV

OX

MV

MA

OX

MV

MA

MV

MA

MV

MA

OX

MV

MA

OX

6 6 6 6 6 6 6 6

MA

OX

MV

CARDIAC

OR-2

BW301

NEURO

OR-3

BW302

VASCULAR

OR-4

BW303

GENERAL

SURGERY/ENT

OR-5

BW304

SERVICE

CORE

BW325

SOILED/

DECONTAM

BW305

S

IM

I- R

E S

T R

IC

T

E D

C O

R R

ID

O

R

B W

C -5

STAIR

SEMI-RESTRICTED

CORRIDOR

BWC-4

5"ø SD

3/4"ø N2O3/4"ø N2O

/4

"ø N

O4

7N N

PP

P1P1

P2P2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

-T

M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

PD104

BID DOCUMENTS

THIRD FLOOR DEMOLITION PIPING

PLAN - PHASE 2

SCALE: 1/8" = 1'-0"

THIRD FLOOR DEMOLITION

PIPING PLAN - PHASE 2

1. REMOVE AND DISCARD EXISTING SURGEONS SCRUB SINK,

DRAIN, TRAP, FAUCET, SUPPLIES, STOPS, AND ALL

ASSOCIATED PIPING BACK TO THE LIMIT OF DEMOLITION.

2. REMOVE AND DISCARD EXISTING SCULLERY SINK, DRAIN,

TRAP, FAUCET, SUPPLIES, STOPS, AND ALL ASSOCIATED

PIPING BACK TO LIMITS OF DEMOLITION.

3. REMOVE AND DISCARD EXISTING MEDICAL GAS AND

VACUUM ZONE VALVE BOX AND ALL ASSOCIATED MEDICAL

GAS AND VACUUM PIPING BACK TO THE LIMITS OF

DEMOLITION.

4. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING STORM DRAINAGE PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

5. REMOVE, AND DISCARD EXISTING PIPING BACK TO THE

LIMITS OF DEMOLITION.

6. REMOVE AND DISCARD EXISTING CEILING MOUNTED

OUTLETS, HOSES, AND ASSOCIATED PIPING.

7. EXISTING PIPING TO REMAIN.

8. REMOVE AND DISCARD EXISTING FLOOR DRAIN IN PHASE 3.

9. REMOVE AND DISCARD EXISTING SCRUB SINK IN PHASE 3.

REMOVE AND DISCARD EXISTING DOMESTIC COLD WATER

SUPPLY, DOMESTIC HOT WATER SUPPLY, AND NON-

POTABLE WATER PIPING BACK TO LIMITS OF DEMOLITION.

REMOVE, DISCARD, AND PLUG EXISTING SANITARY SEWER

PIPING BACK TO THE STACK. REPAIR WALL TO MATCH

EXISTING MATERIAL, REFER TO ARCHITECTURAL FOR

ADDITIONAL WALL WORK INFORMATION.

A. ALL EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED

PIPING SERVING THIRD FLOOR TO REMAIN UNLESS

OTHERWISE NOTED.

B. DEMOLITION SHALL INCLUDE ALL FITTINGS, VALVES, PIPE

SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

C. ABANDONED OR UNUSED PIPING AND/OR STACKS SHALL BE

REMOVED.

D. CONTRACTOR SHALL RESTORE ALL PENETRATIONS, HOLES,

VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS,

CAVITIES, CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS,

NICKS, NOTCHES, GROOVES, IMPRESSIONS, IMPRINTS,

MARKS, RECESSES, BAYS, INLETS, AND ANY COVES IN

FLOORS AND CEILINGS WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR

BETTER COMPLYING WITH WATER TIGHT OR FIRE

RETARDANT CONDITIONS. REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION ON THE FLOOR

AND CEILING REPAIR.

E. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

F. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVE DETECTION METHODS TO LOCATE

CONCEALED REINFORCING STEEL IN THE TOP AND BOTTOM

OF SLABS PRIOR TO CORING. FINAL CORE LOCATIONS

SHALL BE COORDINATED WITH MAPPED REBAR LOCATIONS

AND SHALL AVOID CUTTING ANY EXISTING REINFORCING

STEEL. CUTTING OF EXISTING REBAR(S) IS NOT PERMITTED.

PLAN

NORTH

TRUE

NORTH

CW 461

CW 459

CW 458

C4-4

C4-4A

CW 462D

CW 462A

CW 462

CW 462E

CW 460

CW 422

CW 423 CW 421

CW 414

CW 415

CW 413

CW 404A

CW 404

CW 402

CW 462B

CW 462C

CW 412

CW 406

CW 408

CW 410

CW 463

CONNECTING

CORRIDOR

STORAGE

MAIL

AA OFF.

MED SVC

CHIEF

PROP STOR

MEDICAL MEDIA

OIT STORAGE

STORAGE

UP

DN

DN

DN

ELEV. P6 ELEV. P7

EXISTING ROOF TOP COLLECTOR BEAM

GENERAL NOTES

DEMOLITION KEY NOTES

KEY PLAN

GRAPHIC SCALE

16'4'0 8' 32'

1/8" = 1'-0"

"ø

O D

/4

"ø D

4"ø SD

"ø

S D

"ø

O D

5"ø SD

"ø

O D

6"ø OD

"ø

O D

"ø

O D

3/4"ø D 3/4"ø D

/4

"ø D

/4

"ø O

X

/4

"ø N

O

/4 "ø

M V

/4

"ø M

A

1"ø MV

1/2"ø MA 1/2"ø N2O

1/2"ø OX

"ø

C A

1"ø CA

1/2"ø N2O

3/4"ø OX

1"ø MV

1/2"ø MA

5"ø SD

"ø

N P

W /2

"ø N

P W

1/2"ø CA 1/2"ø NPW

1/2"ø OX

1/2"ø N2O 1/2"ø MA

1"ø MV

2 1/2"ø MV1"ø NPW

3/4"ø N2O

3/4"ø OX 3/4"ø MA

"ø

D H

W R

/2 "ø

D H

W S

"ø

D C

W S

"ø

D H

W R

"ø

D C

W S

/2 "ø

D H

W S

1/2"ø DHWR

1 1/2"ø DCWS 1"ø DHWS

/4

"ø D

H W

R

/2 "ø

D C

W S

/4 "ø

D H

W S

2"ø DCWS

3/4"ø N2O

3/4"ø OX

1"ø MV

1/2"ø MA 1/2"ø N2O

1/2"ø OX

2 1/2"ø MV

3/4"ø MA 3/4"ø N2O

/4

"ø D

3/4"ø D

4"ø V

"ø

V

1"ø NPW

4"ø SD

/4

"ø M

A

/2 "ø

M V

/4

"ø N

O

/4

"ø O

X /4

"ø M

A

/2 "ø

M V

/4

"ø N

O

/4

"ø O

X /4

"ø C

A

/2 "ø

M V

/4

"ø M

A /4

"ø N

O

/4

"ø O

X

1 1/4"ø DHWS 3/4"ø DHWR

2 1/2"ø DCWS

/4

"ø D

3/4"ø MA

1/2"ø OX

1/2"ø N2O 1/2"ø MA

1"ø MV

1 1/2"ø MV

1/2"ø OX

1/2"ø N2O

/4

"ø N

P W

33 2

G

H H

J J

J1 J1

K K

L L

M M

N N

12.2

12.2

12.3

12.3

PP

P1P1

P2P2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

-T

M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

PD105

BID DOCUMENTS

FOURTH FLOOR DEMOLITION PIPING

PLAN - PHASE 1

1. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING OXYGEN PIPING AT APPROXIMATE LOCATION

INDICATED.

2. EXISTING PLUMBING PIPING TO REMAIN.

3. REMOVE AND DISCARD EXISTING PLUMBING PIPING BACK

TO LIMITS OF DEMOLITION.

A. ALL EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED

PIPING SERVING FOURTH FLOOR TO REMAIN UNLESS

OTHERWISE NOTED.

B. DEMOLITION SHALL INCLUDE ALL FITTINGS, VALVES, PIPE

SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

C. ABANDONED OR UNUSED PIPING AND/OR STACKS SHALL BE

REMOVED.

D. CONTRACTOR SHALL RESTORE ALL PENETRATIONS, HOLES,

VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS,

CAVITIES, CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS,

NICKS, NOTCHES, GROOVES, IMPRESSIONS, IMPRINTS,

MARKS, RECESSES, BAYS, INLETS, AND ANY COVES IN

FLOORS AND CEILINGS WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR

BETTER COMPLYING WITH WATER TIGHT OR FIRE

RETARDANT CONDITIONS. REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION ON THE FLOOR

AND CEILING REPAIR.

E. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

F. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVE DETECTION METHODS TO LOCATE

CONCEALED REINFORCING STEEL IN THE TOP AND BOTTOM

OF SLABS PRIOR TO CORING. FINAL CORE LOCATIONS

SHALL BE COORDINATED WITH MAPPED REBAR LOCATIONS

AND SHALL AVOID CUTTING ANY EXISTING REINFORCING

STEEL. CUTTING OF EXISTING REBAR(S) IS NOT PERMITTED.

SCALE: 1/8" = 1'-0"

FOURTH FLOOR DEMOLITION

PIPING PLAN - PHASE 1

CW 461

CW 459

CW 458

C4-4

C4-4A

CW 462D

CW 462A

CW 462

CW 462E

CW 460

CW 422

CW 423 CW 421

CW 414

CW 415

CW 413

CW 404A

CW 404

CW 402

CW 462B

CW 462C

CW 412

CW 406

CW 408

CW 410

CW 463

CONNECTING

CORRIDOR

STORAGE

MAIL

AA OFF.

MED SVC

CHIEF

PROP STOR

MEDICAL MEDIA

OIT STORAGE

STORAGE

UP

DN

DN

DN

ELEV. P6 ELEV. P7

EXISTING ROOF TOP COLLECTOR BEAM

PLAN

NORTH

TRUE

NORTH

"ø

O D

/4

"ø D

"ø

O D

"ø

O D

6"ø OD

"ø

O D

"ø

O D

3/4"ø D 3/4"ø D

/4

"ø D

/4

"ø O

X

/4

"ø N

O

/4 "ø

M V

/4

"ø M

A

1"ø MV

1/2"ø MA 1/2"ø N2O

1/2"ø OX

"ø

C A

1"ø CA

1/2"ø N2O

3/4"ø OX

1"ø MV

1/2"ø MA

/2

"ø N

P W

1/2"ø CA 1/2"ø NPW

1/2"ø OX

1/2"ø N2O 1/2"ø MA

1"ø MV

2 1/2"ø MV1"ø NPW

3/4"ø N2O

3/4"ø OX 3/4"ø MA

"ø

D H

W R

/2 "ø

D H

W S

"ø

D C

W S

"ø

D H

W R

"ø

D C

W S

/2 "ø

D H

W S

1/2"ø DHWR

1 1/2"ø DCWS 1"ø DHWS

/4

"ø D

H W

R

/2 "ø

D C

W S

/4 "ø

D H

W S

2"ø DCWS

3/4"ø N2O

3/4"ø OX

1"ø MV

1/2"ø MA 1/2"ø N2O

1/2"ø OX

2 1/2"ø MV

3/4"ø MA 3/4"ø N2O

/4

"ø D

3/4"ø D

4"ø V

"ø

V

1"ø NPW

/4

"ø M

A

/2 "ø

M V

/4

"ø N

O

/4

"ø O

X /4

"ø M

A

/2 "ø

M V

/4

"ø N

O

/4

"ø O

X /4

"ø C

A

/2 "ø

M V

/4

"ø M

A /4

"ø N

O

/4

"ø O

X

1 1/4"ø DHWS 3/4"ø DHWR

2 1/2"ø DCWS

/4

"ø D

3/4"ø MA

1/2"ø N2O 1/2"ø MA

1"ø MV

3/4"ø N

1/2"ø N

/4

"ø N

"ø

N "ø

N

/4

"ø N

P W

G

H H

J J

J1 J1

K K

L L

M M

N N

12.2

12.2

12.3

12.3

PP

P1P1

P2P2

GENERAL NOTES

DEMOLITION KEY NOTES

KEY PLAN

GRAPHIC SCALE

16'4'0 8' 32'

1/8" = 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 8412

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

C

R e v it P ro je c ts

\8

-T

M M

V A

M e m p h is R e n o v a te O

R s P

D B a rn h a rt

C N

.r v t

Memphis, TN

VA Memphis Renovate Operating Rooms

01/31/2020 GTK DLB

614-18-115

PD106

BID DOCUMENTS

FOURTH FLOOR DEMOLITION PIPING

PLAN - PHASE 2

SCALE: 1/8" = 1'-0"

FOURTH FLOOR DEMOLITION

PIPING PLAN - PHASE 2

1. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING MEDICAL AIR PIPING AT APPROXIMATE LOCATION

INDICATED.

2. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING OXYGEN PIPING AT APPROXIMATE LOCATION

INDICATED.

3. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING MEDICAL VACUUM PIPING AT APPROXIMATE

LOCATION INDICATED.

4. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING NITROUS OXIDE PIPING AT APPROXIMATE

LOCATION INDICATED.

5. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING VENT PIPING AT APPROXIMATE LOCATION

INDICATED.

6. EXISTING PLUMBING PIPING TO REMAIN.

7. REMOVE AND DISCARD EXISTING PLUMBING PIPING BACK

TO LIMITS OF DEMOLITION.

8. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC COLD WATER SUPPLY PIPING AT

APPROXIMATE LOCATION INDICATED.

9. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC HOT WATER SUPPLY PIPING AT

APPROXIMATE LOCATION INDICATED.

10. LIMITS OF DEMOLITION. CUT, REMOVE, AND DISCARD

EXISTING DOMESTIC HOT WATER RETURN PIPING AT

APPROXIMATE LOCATION INDICATED.

11. LIMITS OF DEMOLITION PHASE 3.

12. REMOVE EXISTING DOMESTIC COLD WATER SUPPLY,

DOMESTIC HOT WATER SUPPLY, AND NON-POTABLE WATER

BACK TO LIMITS OF DEMOLITION IN PHASE 3.

A. ALL EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED

PIPING SERVING FOURTH FLOOR TO REMAIN UNLESS

OTHERWISE NOTED.

B. DEMOLITION SHALL INCLUDE ALL FITTINGS, VALVES, PIPE

SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

C. ABANDONED OR UNUSED PIPING AND/OR STACKS SHALL BE

REMOVED.

D. CONTRACTOR SHALL RESTORE ALL PENETRATIONS, HOLES,

VOIDS, HOLLOWS, DEPRESSIONS, DIPS, DENTS, INDENTS,

CAVITIES, CONCAVITIES, PITS, TROUGHS, DIMPLES, CLEFTS,

NICKS, NOTCHES, GROOVES, IMPRESSIONS, IMPRINTS,

MARKS, RECESSES, BAYS, INLETS, AND ANY COVES IN

FLOORS AND CEILINGS WHICH ARE DISCOVERED DURING

DEMOLITION BACK TO THE ORIGINAL BASE MATERIAL OR

BETTER COMPLYING WITH WATER TIGHT OR FIRE

RETARDANT CONDITIONS. REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION ON THE FLOOR

AND CEILING REPAIR.

E. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

F. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVE DETECTION METHODS TO LOCATE

CONCEALED REINFORCING STEEL IN THE TOP AND BOTTOM

OF SLABS PRIOR TO CORING. FINAL CORE LOCATIONS

SHALL BE COORDINATED WITH MAPPED REBAR LOCATIONS

AND SHALL AVOID CUTTING ANY EXISTING REINFORCING

STEEL. CUTTING OF EXISTING REBAR(S) IS NOT PERMITTED.

CORRIDOR

REHAB.

CHART

ECG

ECG

COMP/STO.

ECG

ECG

ECG

EXAM

EXAM

ECHO

READ

VIEW/

NURSE/TECH

HOLTER

HAC

PACEMAKER

OFF.

TLT./SHWR.

LAB

STOR

CHART

STORAGE

UP DN

PLAN

NORTH

TRUE

NORTH

CORRIDOR

TLT

TLT

ECHO

EXERCISE

MULTIPURPOSE

PAT

DN

2"ø SAN 2 "ø

V

CORRIDOR

SYRUP

CORR

CW C-7

BW 234

CANTEEN

CANTEEN RETAIL STORAGE

CW 255

CW 256

MEN'S

TOILET

CW 258

BW 234

DISH WASH

BW 235

CANTEEN KITCHEN

BW 235A

BW 237

JAN.

BW 269

OFF

CW 262

CORR.

CORR.

CWC 267

SERVICE LOBBY

CW 269A

NO. 1

ST…