S02 drawings Plumbing Final .pdf

LEGEND

PLUMBING FIXTURE SCHEDULE

MARK FIXTURE DFU

DCWS

WSFU

DHWS

WSFU

TOTAL

WSFU

CONNECTION PIPE SIZE

REMARKS

WASTE VENT DCWS DHWS

P-401

LAVATORY,

PRIVATE

1.00 0.50 0.50 0.70 1.50 1.50 0.375 0.375 1 AND 7

K1416 SCULLERY SINK 4.00 3.00 3.00 4.00 4.00 1.50 0.75 0.75 2 AND 7

K1421 PREP SINK 4.00 3.00 3.00 4.00 4.00 1.50 0.75 0.75 3 AND 7

P-502 SERVICE SINK 2.00 3.00 3.00 4.00 3.00 1.50 0.50 0.50 4

P-707

EMERGENCY

SHOWER, EYE &

FACE WASH COMBO

- - - - - - 1.25 1.25 5 AND 7

P-708

EMERGENCY EYE &

FACE WASH

- - - - - - 0.50 0.50 6 AND 7

1. DESIGN BASIS: MANUFACTURER: POWERS, MODEL: LFG480-025-11 OR APPROVED EQUAL.

2. DESIGN BASIS: MANUFACTURER: POWERS, MODEL: LFe480-050-01 OR APPROVED EQUAL.

3. DESIGN BASIS: MANUFACTURER: POWERS, MODEL: ES-150-11 OR APPROVED EQUAL.

4. DESIGN BASIS: MANUFACTURER: POWERS, MODEL: EVT200-13 OR APPROVED EQUAL.

5. ASSE1070 LISTED.

6. ASSE 1071 LISTED

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

8. EXPOSED, ROUGH BRONZE BOTTOM INLET, TOP OUTLET CONNECTIONS WITH TEMPERATURE GAUGE.

9. EXISTING BUILDING HOT WATER TEMPERATURE.

10. DESIGN BASIS: MANUFACTURER WATTS, MODEL LFL1170

DOMESTIC WATER CALCULATIONS

SIZE

GPM

FLUSH VALVE

WSFU

FLUSH TANK

WSFU

FLUSH

VALVE

FLUSH

TANK

3/8" 2 2 - 0.25

1/2" 3 3 - 1

3/4" 6 6 - 3

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.

THERMOSTATIC TYPE PRESSURE BALANCE MIXING VALVE SCHEDULE

MARK

PIPING INCHES

PRESSURE

DROP

PSI

DESIGN

FLOW

CAPACITY

GPM

TEMPERATURE

REMARKS

INLET

INCH

OUTLET

INCH

COLD HOT TEMPERED

MV-1

3/8 3/8

5 0.35 50°F NOTE 9 110°F

1, 5, AND 7

MV-2

1/2 1/2

5 0.5 50°F NOTE 9 110°F

2, 5, AND 7

MV-3

1/2 1/2

5 3.6 50°F NOTE 9 85°F

3, 6, AND 8

MV-4

1 1/4 1 1/4

10 19 50°F NOTE 9 85°F

4, 6, AND 8

MV-5

1/2 1/2

5 2.6 50°F NOTE 9 95°F 9 AND 10

1. WALL HUNG, VITREOUS CHINA. PROVIDE SINGLE SPOUT, DECK MOUNTED, P-708 FAUCET, EYE/FACE

WASH, ELBOW CONTROL FAUCET WITH VACUUM BREAKER. PROVIDE ASSE 1070 CERTIFIED POINT

OF USE THERMOSTATIC MIXING VALVE (MV-1) UNDER SINK FOR FAUCET.

2. EXISTING SCULLERY SINK RELOCATED. PROVIDE NEW SWING SPOUT FAUCET MOUNTED ON BACK

SPLASH. PROVIDE ASSE 1070 CERTIFIED POINT OF USE THERMOSTATIC MIXING VALVE (MV-2) UNDER

SINK FOR FAUCET.

3. FREE STANDING STAINLESS STEEL THREE COMPARTMENT SINK. PROVIDE TWO SWING SPOUT

FAUCET AND SPRY RINSE ASSEMBLY. PROVIDE ASSE 1070 CERTIFIED POINT OF USE THERMOSTATIC

MIXING VALVE UNDER SINK FOR FAUCETS.

4. FLOOR MOUNTED, CORNER, TERRAZZO SERVICE SINK, 24" X 24" X 12".

5. FREE STANDING COMBINATION EMERGENCY DRENCH SHOWER AND EYE/FACE WASH UNIT. PROVIDE

FLOW TYPE ALARM SYSTEM. PROVIDE ASSE 1071 THERMOSTATIC MIXING VALVE ON WALL.

6. WALL HUNG EYE/FACE WASH. PROVIDE ASSE 1071 THERMOSTATIC MIXING VALVE ON WALL BELOW

FIXTURE.

7. BARRIER-FREE HEALTHCARE INITIATIVE REQUIREMENTS.

SHOCK ABSORBER SCHEDULE

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

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

ACCEPTABLE.

NOTES

NOTES

NOTES

NOTES

PLUMBING FIXTURE UNIT CALCULATION

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

P-401

LAVATORY,

PRIVATE

2 1.00 2.00 0.50 1.00 0.50 1.00 0.70 1.40

K1416 SCULLERY SINK 1 4.00 4.00 3.00 3.00 3.00 3.00 4.00 4.00

K1421 PREP SINK 1 4.00 4.00 3.00 3.00 3.00 3.00 4.00 4.00

P-502 SERVICE SINK 1 2.00 2.00 3.00 3.00 3.00 3.00 4.00 4.00

P-707

EMERGENCY

SHOWER EYE &

FACE WASH COMBO

1 - - - - - - - -

P-708

EMERGENCY

EYE & FACE WASH

1 - - - - - - - -

12.00 10.00 10.00 13.40

DOMESTIC WATER SUPPLY 13.40 WSFU = 27.00 GPM

DOMESTIC COLD WATER SUPPLY 10.00 WSFU = 19.80 GPM

DOMESTIC HOT WATER SUPPLY 10.00 WSFU = 11.80 GPM

PIPE SIZE: 2" DRAINAGE 3/4" DCWS ~ 3/4" DHWS

PLUMBING PIPING SYMBOLS

DOMESTIC COLD WATER SUPPLY

DOMESTIC HOT WATER SUPPLY

DOMESTIC HOT WATER RETURN

CONDENSATE DRAIN

VENT, SANITARY

SANITARY SEWER

CD

SS

PLUMBING VALVE SYMBOLS

CHECK VALVE

BALL VALVE

TEST PLUG

BALANCING VALVE

VALVE ON RISER

GENERAL PLUMBING SYMBOLS

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

NEW WORK CONNECTION

LIMIT OF DEMOLITION

PLUMBING SPECIALITIES SYMBOLS

THERMOMETER

FLOW METER

PRESSURE SENSOR

TEMPERATURE SENSOR

CD

SS

PETE'S PLUG

STORM DRAINAGE

SDSD

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 DOMESTIC COLD WATER SUPPLY, DOMESTIC HOT WATER SUPPLY,

AND DOMESTIC HOT WATER RETURN PIPING SHALL BE INSULATED.

PLUMBING ABBREVIATIONS

CONTRACTOR GENERAL NOTES

AC

AFF

AFG

ASHRAE

ASME

ASPE

ASR

BF

CFM

COTG

DCWS

DFU

DHWR

DHWS

DN

EL

DWG

ET

EWH

FCO

F

FD

FDC

FS

FU

A/E

AG

GAL

GCO

GPH

GPM

GT

H&CW

HB

HD

HP

HYD

INV.EL

INV

IPC

IRW

KW

KWH

AP

BG

MA

MBH

MED

MV

NC

NTS

OX

OSCO

PG

PSI

PSIA

PSIG

RP

SS

SCFM

TYP

V

VP

VE

VS

VTR

W

WCO

WH

WH

WHA

WSFU

YCO

DS

RL

BF

BG

BFP

NO

CENT

ENT

EWT

LWT

ARWP

ARVP

CD

FIP

P.D.I.

QTY

SD

SAN

ABOVE CEILING

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMERICAN SOCIETY OF

HEATING,

REFRIGERATION,

AIR CONDITIONING

ENGINEERS

AMERICAN SOCIETY

OF MECHANICAL

ENGINEERS

AMERICAN SOCIETY

OF

PLUMBING ENGINEERS

AUTOMATIC

RISER

BELOW FLOOR

CUBIC FEET PER

CLEANOUT TO GRADE

DOMESTIC COLD

DRAINAGE FIXTURE

WATER SUPPLY

UNITS

DOMESTIC HOT

WATER RETURN

DOMESTIC HOT

WATER SUPPLY

DOWN

ELEVATION

DRAWING

EXPANSION TANK

ELECTRIC WATER

HEATER

FLOOR CLEANOUT

FAHRENHEIT

FLOOR DRAIN

(HOSE) CONNECTION

FIRE DEPARTMENT

FLOW SWITCH

FIXTURE UNITS

ARCHITECT / ENGINEER

AIR GAP

GALLON

GRADE CLEANOUTS

GALLONS PER HOUR

GALLONS PER MINUTE

GREASE TRAP

HOT AND COLD

WATER

HOSE BIBB

HUB DRAIN

HORSEPOWER

HYDRANT

INVERT ELEVATION

INVERT

INTERNATIONAL PLUMBING

CODE

IRRIGATION WATER

KILOWATT

KILOWATT-HOUR

ACCESS PANEL

SPRINKLER

BELOW GRADE

MEDICAL AIR

1000 BTUH

MEDICAL

MEDICAL VACUUM

NORMALLY CLOSED

NOT TO SCALE

OXYGEN

OUTSIDE CLEANOUT

PRESSURE GAGE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH

ATMOSPHERE

POUNDS PER SQUARE INCH

GAGE

RECIRULATION PUMP

SANITARY SEWER

STANDARD CUBIC

FOOT/MINUTE

TYPICAL

VENT

VACUUM PUMP

VENT EXHAUST

VENT STACK

VENT THROUGH ROOF

WASTE

WALL CLEANOUT

WALL HYDRANT

WATER HEATER

WATER HAMMER ARRESTER

WATER SUPPLY FIXTURE

UNITS

YARD CLEANOUT

DOWNSPOUT

RAIN WATER LEADER

BELOW FLOOR

BELOW GRADE

BACKFLOW PREVENTER

NORMALLY OPEN

CENTRIFUGAL

ENTERING

ENTERING WATER

TEMPERATURE

LEAVING WATER

TEMPERATURE

ACID RESISTANT WASTE PIPE

ACID RESISTANT VENT PIPE

CONDENSATE DRAIN

FEMALE IRON PIPE

PLUMBING AND DRAINAGE

QUANTITY

STORM DRAINAGE

SANITARY SEWER

INSTITUTE

1. DESIGN BASIS; MANUFACTURER: ZURN WILKINS, MODEL: 975XL2 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.

REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SCHEDULE

MARK

PIPING

PRESSURE

DROP

PSI

CAPACITY

GPM

SYSTEM LOCATION NOTES

INLET

INCHES

OUTLET

INCHES

BFP-1 3/4 3/4 10 12 DCWS

REFER TO

PLANS FOR

LOCATION

1, 2, AND 3

BFP-2 1 1 10 12 DCWS

REFER TO

PLANS FOR

LOCATIONS

1, 2, AND 3

NOTES

LEGEND: TYPE:

S = SANITARY C = FINISHED AREA

D = LATEX MASTIC/THIN SET TILE

E = HEAVY BODY WITH NON-TILTING NICKEL BRONZE

OR DUCTILE IRON GRATE, REMOVABLE SEDIMENT

BUCKET, MIN. 300 MM [12 IN.] SQUARE. EXTRA

HEAVY DUTY GRATE FOR TRAFFIC USE.

R = BODY COATED WITH ACID RESISTANT ENAMEL

FINISH WITH SECONDARY DOME STRAINER AND

WITHOUT GRATE, 200 MM [8 IN.] SQUARE.

S = FLOOR SINK, 304 STAINLESS STEEL BODY WITH

POLISHED INTERIOR WITH INTERNAL DOME

STRAINER, NON-TILTING LOOSE GRATE, 300 MM

[12 IN.] SQUARE.

FLOOR DRAIN SCHEDULE

LOCATION

DRAIN

TYPE

SIZE

INCHES

SEWER REMARKS

CLEAN ROOM C/D 2 S 1

MECHANICAL ROOM E 4 S 1

EQUIPMENT ROOM R 3 S 1

SPS/ENDO S 4 S 1

1. REFER TO DRAWINGS FOR LOCATION OF FLOOR DRAIN.

NOTES:

DOMESTIC WATER BRANCH LENGTH SCHEDULE

SIZE

INCH

TEMPERATURE

VOLUME

FLUSH VALVE

WSFU

MAXIMUM

PIPE LENGTH

FEET

LITERS OUNCES GALLONS

3/8 HOT 0.35 12 0.0938

PUBLIC LAVATORY

LOW FLOW LAVATORY

16.38

3/8 HOT 0.35 12 0.0938

PRIVATE LAVATORY

PATIENT AND EXAM ROOMS

9.38

1/2 HOT 0.70 24 0.1875

SINKS AND SHOWER

18.75

3/8 COLD 0.35 12 0.0938

PUBLIC LAVATORY

LOW FLOW LAVATORY

16.38

3/8 COLD 0.35 12 0.0938

PRIVATE LAVATORY

PATIENT AND EXAM ROOMS

9.38

3/8 COLD 0.70 12 0.0938

ICE MACHINE

9.38

1/2 COLD 0.70 24 0.1875

SINKS AND SHOWER

18.75

3/4 COLD 1.90 64 0.5000

URINALS

21.74

1 COLD 4.85 164 1.2800

TOILETS

31.22

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

NOTES:

I. CONTRACTOR SHALL CONNECT ALL SANITARY AND VENT PIPING FROM

NEAREST EXISTING SANITARY AND VENT PIPING TO FLOOR DRAIN PER IPC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

I P

R O

J E

C T

S T

M

V

A

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

N D

F

C

I S

S U

E S

T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

S

H E

E T

S P

P

D

W G

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

Project Director

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

FULLY SPRINKLERED

CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

517-19-301

Bldg. 1

FINAL SUBMITTAL

06-04-2021

LEGENDS, GENERAL NOTES,

SCHEDULES, AND DETAILS

P-001

GTK DLB

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text 17817

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

TO ENDOSCOPY UNIT

AutoCAD SHX Text

MV-5

AutoCAD SHX Text

TEMPERATURE AND PRESSURE GAUGE (TYP)

AutoCAD SHX Text

PRESSURE GAUGE (TYP)

AutoCAD SHX Text

PRESSURE REGULATOR (TYP)

AutoCAD SHX Text

ISOLATION VALVE (TYP)

AutoCAD SHX Text

DCW

AutoCAD SHX Text

DHW

AutoCAD SHX Text

TO FLOOR DRAIN

AutoCAD SHX Text

TO MEDICAL AIR

AutoCAD SHX Text

TO MIXING VALVE

AutoCAD SHX Text

ENDOSCOPY REPROCESSING UNIT (NIC)

AutoCAD SHX Text

6" MAX

AutoCAD SHX Text

ENDOSCOPY MIXING VALVE AND CONNECTION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

NTS

UP

UP

OPEN TO OUTSIDE

DN

FEMALE

LOCKER

BC-108D

MALE LOCKER

BA-102

STORAGE

BA-101A

MECH

BC-108H

CORRIDOR

ELECTRICAL

DETERGENT

BC-108H

DUMB

WAITER

BC-108C

HSK

BC-108A

RM

BA-101

CORRIDOR

STAIR

BA-101B

HSK

BA-108C

BC-108I

DECONTAMINATION

BA-103

SPS STORAGE

BC-108

OFFICE

BC-108B

OFFICE

BC-108E

BREAK

OUT

RM

BC-109

SPD SUPV

BC-110

PREP & PACK

ETO

ABATOR

RM

BA-103A

STERILIZATION

BC-108K

A

A

A

A

RO RO

RO RO

R O

R O

RETAIL STORAGE

BA-105

HC WOMENS

TOILET

BA-104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

I P

R O

J E

C T

S T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

S

H E

E T

S P

P

D D

W G

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

Project Director

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

FULLY SPRINKLERED

CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

517-19-301

Bldg. 1

FINAL SUBMITTAL

06-04-2021

SCALE:

PARTIAL BASEMENT SPS

PLUMBING FLOOR PLAN - DEMOLITION

1. EXISTING TWO -COMPARTMENT SCULLERY SINK TO BE

REMOVED, CLEANED AND STORED IN A SECURE SPACE FOR

REUSE IN NEW WORK. EXISTING UTILITIES SHALL BE CUT

AND CAPPED IN WALL. REFER TO PL101 FOR LOCATION AND

CONNECTION TO UTILITIES.

2. REMOVE AND DISCARD EXISTING THREE-COMPARTMENT

SINK. EXISTING UTILITIES SHALL REMAIN AND BE REUSED IN

NEW WORK.

3. REMOVE AND DISCARD EXISTING FLOOR DRAIN. FLOOR

DRAIN SHALL BE REMOVED AND PIPING PLUGGED BELOW

FLOOR. REPAIR FLOOR TO MATCH EXISTING.

4. REMOVE AND DISCARD EXISTING HUB DRAIN BACK TO THE

SANITARY SEWER STACK. EXISTING SANITARY SEWER

SHALL BE PLUGGED BELOW FLOOR. REPAIR FLOOR TO

MATCH EXISTING.

5. REMOVE AND DISCARD EXISTING PIPING BACK TO LIMITS OF

DEMOLITION.

6. REMOVE AND DISCARD ALL EXISTING PIPING FITTINGS,

VALVES, SUPPORTS, AND HANGERS BACK TO THE LIMITS OF

DEMOLITION.

7. REMOVE AND DISCARD EXISTING PIPING. PIPING SHALL BE

PLUGGED BELOW FLOOR.

8. REMOVE AND DISCARD ALL EXISTING WATER PIPING,

FITTINGS, VALVES, SUPPORTS, AND FILTERS BACK TO THE

LIMITS OF DEMOLITION

9. CUT, REMOVE, AND DISCARD EXISTING PIPING IN BACK TO

THE LIMITS OF DEMOLITION. WASTE AND VENT STACK IN

WALL SHALL REMAIN FOR NEW WORK CONNECTION.

10. CUT, REMOVE, AND DISCARD EXISTING COMPRESSED AIR

PIPING ON WALL BACK TO LIMITS OF DEMOLITION.

11. LIMITS OF DEMOLITION.

KEY PLAN

PARTIAL BASEMENT SPS PLUMBING

FLOOR PLAN - DEMOLITION

PD101

GTK DLB

A. EXISTING PLUMBING FIXTURES TO REMAIN UNLESS NOTED

OTHERWISE.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

C. REMOVE ALL EXISTING PLUMBING FIXTURES, TRIM, AND ALL

ASSOCIATED PIPING BACK TO LIMITS OF DEMOLITION.

D. DEMOLITION SHALL INCLUDE PIPING, VALVES, FITTINGS,

PIPE SUPPORTS, AND HANGERS OF PIPING BEING REMOVED.

E. ABANDONED OR UNUSED PIPING, FITTINGS, SUPPORTS, AND

HANGERS ABOVE CEILING SHALL BE REMOVED.

F. 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 AND/OR FI

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. REFER TO PHASING SCHEDULE BY ARCHITECTURE.

12'

3/16" = 1'-0"

4'0 8'

GENERAL NOTES

DEMOLITION KEY NOTES

PLAN

NORTH

TRUE

NORTH

SPS DEPARTMENT

AutoCAD SHX Text 17817

AutoCAD SHX Text

STATE OF

CART

WASH

PASS

THRU

STERILIZERSTERILIZERWASHWASH

UP

UP

ACCESS

BC-108J

P-401

P-401

P-707

K-1421

K-1416

TS

TS

2 23

4 9

A

A

A

A

RO RO

RO RO

R O

R O

DETERGENT

BC-108H

DUMB

WAITER

BC-108C

BA-101B

RM

BA-101

STORAGE

BA-101A

DECONTAMINATION

BA-103

MALE

LOCKER

BA-102

R.O.

BA-103B

ANTEROOM

BA-103A

HC

WOMENS

TOILET

BA-104

RETAIL

STORAGE

BA-105

ELECTRICAL

STAIR

MECH

BC-108H

CORRIDOR

SPS

STORAGE

BC-108

C O

R R

I D

O R

HSK

BC-108A

FEMALE

LOCKER

BC-108D

OFFICE

BC-108B

OFFICE

BC-108E

SPD

SUPV

BC-110

BREAK

OUT

RM

BC-109

PREP &

PACK

BC-108I

HSK

BA-108C

4"CO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

I P

R O

J E

C T

S T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

S

H E

E T

S P

P

L D

W G

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

Project Director

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

FULLY SPRINKLERED

CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

517-19-301

Bldg. 1

FINAL SUBMITTAL

06-04-2021

SCALE:

PARTIAL BASEMENT SPS

PLUMBING FLOOR PLAN - NEW WORK

1. CONNECT TO EXISTING UTILITIES AT APPROXIMATE

LOCATION INDICATED.

2. CONNECT TO EXISTING DOMESTIC WATER PIPING ABOVE

CEILING.

3. PROVIDE AND INSTALL EMERGENCY SHOWER EYE/FACE

WASH AND ASSE 1071 APPROVED TEMPERING VALVE (MV-3).

4. PROVIDE AND INSTALL ASSE 1070 APPROVED POINT OF USE

TEMPERING VALVE (MV-2).

5. PROVIDE AND INSTALL 2" HUB DRAIN AT APPROXIMATE

LOCATION INDICATED. TOP OF HUB DRAIN 18" MAXIMUM

ABOVE FINISHED FLOOR.

6. PROVIDE AND INSTALL 3" FLOOR SINK AT APPROXIMATE

LOCATION INDICATED.

7. 2"SS-DN.

8. PROVIDE AND INSTALL REDUCE PRESSURE BACKFLOW

PREVENTER (BFP-2).

9. 3" SS-DN.

10. CONNECT NEW SANITARY SEWER PIPING TO EXISTING

SANITARY SEWER PIPING BELOW FLOOR AT THE

APPROXIMATE LOCATION INDICATED.

11. CONNECT NEW VENT PIPING TO EXISTING VENT PIPING

ABOVE CEILING AT APPROXIMATE LOCATION INDICATED.

KEY PLAN

PARTIAL BASEMENT SPS PLUMBING

FLOOR PLAN - NEW WORK

PL101

GTK DLB

A. 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 AND ARCHITECT OF

ANY CONFLICTS.

B. CONTRACTOR SHALL INSPECT AND ROD OUT EXISTING

SANITARY WASTE AND/OR SEWER PIPING BEFORE MAKING

ANY NEW CONNECTIONS. CONTRACTOR SHALL NOTIFY

OWNER AND COR OF ALL SANITARY SEWER WHICH IS NOT

SERVICEABLE AND REQUIRE REPLACEMENT.

C. PRIOR TO PERFORMING ANY PLUMBING WORK OR

PURCHASING ANY MATERIALS VERIFY EXACT LOCATION,

ROUTING, AND PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE PIPING.

D. SEE ARCHITECTURAL PLANS FOR WALL RATINGS.

PLAN

NORTH

TRUE

NORTH

SPS DEPARTMENT

GENERAL NOTES

KEY NOTES

12'

3/16" = 1'-0"

4'0 8'

AutoCAD SHX Text 17817

AutoCAD SHX Text

STATE OF

RAMP DN

DN

FOAM

Ø

W

S

HSK

FEMALE

LOCKER

BC-108D

MOBILE POWER

DISTRIBUTION

UNIT

MOBILE STEAM

GENERATOR

UNIT

MOBILE WATER

SOLUTIONS

UNIT

MOBILE WATER

SOLUTIONS

UNIT

DECONTAMINATION

STERILIZATION

2"Ø DCWS

EXISTING

4" COTG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

I P

R O

J E

C T

S T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

S

H E

E T

S P

P

L D

W G

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

Project Director

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

FULLY SPRINKLERED

CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

517-19-301

Bldg. 1

FINAL SUBMITTAL

06-04-2021

1. ROUTE DOMESTIC WATER BELOW GRADE. PROVIDE A

PROTECTION SLEEVE FOR DOMESTIC WATER PIPING. SEE

DETAIL THIS SHEET.

2. CONNECT NEW 4" DOMESTIC WATER PIPING TO EXISTING

DOMESTIC WATER PIPING BELOW GRADE AT APPROXIMATE

LOCATION INDICATED.

3. 2"DCWS-DN. CONNECT DOMESTIC WATER TO MOBILE WATER

SOLUTION UNIT AT APPROXIMATED LOCATION INDICATED.

4. CONTRACTOR SHALL EXTEND THE FIRE PROTECTION TO THE

FIRE PROTECTION CONNECTION AT THE TEMPORARY SPS

TRAILER.

5. CONTRACTOR SHALL EXTEND SANITARY SEWER PIPING TO

SANITARY SEWER PIPING CONNECTION FOR THE

TEMPORARY SPS TRAILER.

6. CONTRACTOR SHALL ROUTE SANITARY SEWER PIPING ON

GRADE AND TURN DOWN AND SPILL INTO EXISTING CLEAN

OUT TO GRADE. RELOCATE CLEAN OUT OUTSIDE OF

TEMPERATURE RAMP AS NEEDED.

KEY PLAN

PARTIAL TEMPORARY SPS TRAILER

PLUMBING FLOOR PLAN - NEW WORK

PL102

GTK DLB

A. 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 AND ARCHITECT OF

ANY CONFLICTS.

B. CONTRACTOR SHALL INSPECT AND ROD OUT EXISTING

SANITARY WASTE AND/OR SEWER PIPING BEFORE MAKING

ANY NEW CONNECTIONS. CONTRACTOR SHALL NOTIFY

OWNER AND COR OF ALL SANITARY SEWER WHICH IS NOT

SERVICEABLE AND REQUIRE REPLACEMENT.

C. PRIOR TO PERFORMING ANY PLUMBING WORK OR

PURCHASING ANY MATERIALS VERIFY EXACT LOCATION,

ROUTING, AND PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE PIPING.

D. SEE ARCHITECTURAL PLANS FOR WALL RATINGS.

PLAN

NORTH

TRUE

NORTH

SPS DEPARTMENT

GENERAL NOTES

KEY NOTES

SCALE:

PARTIAL TEMPORARY SPS TRAILER

PLUMBING FLOOR PLAN - NEW WORK

12'

3/16" = 1'-0"

4'0 8'

ALL PIPE EXTENSIONS AND CONNECTIONS ARE THE

RESPONSIBLY OF THE CONTRACTOR AND THE VENDER.

REFER TO ARCHITECTURAL SCHEMATIC PIPING DRAWING

FOR PIPE ROUTING.

NOTE

AutoCAD SHX Text 17817

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

AutoCAD SHX Text

%%UDOMESTIC WATER PIPING BELOW CONCRETE AND ASPHALT SURFACES DETAIL

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

2" THICK ASPHALT PATCH

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

BEDDING OF FINE GRAVEL OR

AutoCAD SHX Text

COARSE SAND

AutoCAD SHX Text

1/8 DIAMETER OF PIPE

AutoCAD SHX Text

OR 4" MINIMUM

AutoCAD SHX Text

APPROVED BACKFILL COMPACTED

AutoCAD SHX Text

IN 6" THICK LAYERS TO 95%

AutoCAD SHX Text

8"-3000 PSI CONCRETE UNDER EXISTING ASPHALT,

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

MAX. DENSITY

AutoCAD SHX Text

SHALL MATCH EXISTING SIDEWALK

AutoCAD SHX Text

WHERE EXISTING SIDEWALKS ARE CUT THICKNESS

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

WHERE SIDEWALKS ARE CUT

OMIT ASPHALT PATCH.

PATIENT BATH

RM 3A-131

SOILED

UTILITY

3A-142

STERILE

SUPPLY 1A-105

EXAM RM / C AND

P PSYCHOLOGY

CLINIC

1A-108

HOUSE

KEEPING

1A-107

COPPER

CLINIC

NURSE

EXAM RM

1AB-131

EXAM RM /

C AND P

MD CLINIC

1A-109

MECH

1A-113

DH-1

3 4

BF

3"CO

3"Ø SAN

N

OPERATORY

EXAM RM

2A-151

DENTAL

SUPPLY

2A-152

OPERATORY

EXAM RM

2A-154

SUPPLY RM

2A-153

DH-1

3 4 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

I P

R O

J E

C T

S T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

T

B

E C

K L E

Y

C

O R

R

S

A F

E T

Y

A

S U

E S

S

H E

E T

S P

P

L D

W G

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

Project Director

Revisions: Date:

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

FULLY SPRINKLERED

CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

517-19-301

Bldg. 1

FINAL SUBMITTAL

06-04-2021

2ND & 3RD FLOOR MECHANICAL ROOM

PLUMBING - NEW WORK

PL103

GTK DLB

1. CONNECT NEW 3/4" DOMESTIC WATER SUPPLY PIPING TO

EXISTING DOMESTIC WATER SUPPLY PIPING ABOVE CEILING.

2. PROVIDE AND INSTALL NEW 3/4" REDUCED PRESSURE

BACKFLOW PREVENTER ASSEMBLY (BFP-1). CONTRACTOR

SHALL PROVIDE AIR GAP DRAIN AND ROUTE TO NEW FLOOR

DRAIN.

3. PROVIDE AND INSTALL NEW 2” FLOOR DRAIN, TYPE C/D WITH

TRAP PRIMER CONNECTION AND PROVIDE A CHEMICALLY

RESISTANT ELASTOMER TRAP SEAL DEVICE.

4. PROVIDE AND INSTALL NEW AUTOMATIC TRAP PRIMER.

5. UNCOVER EXISTING FLOOR DRAIN AND CONNECT TO

EXISTING PIPING.

6. CONNECT TO EXISTING SANITARY FOR JANITOR'S SINK.

A. 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 AND ARCHITECT OF

ANY CONFLICTS.

B. CONTRACTOR SHALL REMOVE AND REPAIR PORTIONS OF

FLOORS, CEILINGS AND/OR SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO MATCH EXISTING

UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS.

C. CONTRACTOR SHALL INSPECT AND ROD OUT EXISTING

SANITARY WASTE AND/OR SEWER PIPING BEFORE MAKING

ANY NEW CONNECTIONS. CONTRACTOR SHALL NOTIFY

OWNER AND COR OF ALL SANITARY SEWER WHICH IS NOT

SERVICEABLE AND REQUIRE REPLACEMENT.

D. PRIOR TO PERFORMING ANY PLUMBING WORK OR

PURCHASING ANY MATERIALS VERIFY EXACT LOCATION,

ROUTING, AND PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE PIPING.

E. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL

PLUMBING CODE, LOCAL CODE, AND/OR WHERE HORIZONTAL

SANITARY SEWER PIPING CHANGES DIRECTION OVER 45°.

F. NEW 2" SANITARY SEWER PIPING SHALL BE SLOPED A

MINIMUM TWO PERCENT, ONE-QUARTER INCH PER FOOT.

NEW 3" AND 4" SANITARY SEWER PIPING SHALL BE SLOPED A

MINIMUM ONE PERCENT, ONE-EIGHTH INCH PER FOOT.

G. SEE ARCHITECTURAL PLANS FOR WALL RATINGS.

PLAN

NORTH

TRUE

NORTH

SCALE:

12'

3/16" = 1'-0"

4'0 8'

SECOND FLOOR KEY PLAN

ROOF

UP

RAMP DN

RAMP DN

ROLLING SHUTTER

ROLLING SHUTTER

5'6" PASS THRU

FIRST FLOOR KEY PLAN

GENERAL NOTES

KEY NOTES

SCALE:

12'

3/16" = 1'-0"

4'0 8'

1A-105

2A-152

AutoCAD SHX Text 17817

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

1A-105 STERILE SUPPLY MECHANICAL PLAN - NEW WORK

AutoCAD SHX Text

AutoCAD SHX Text

2A-152 DENTAL SUPPLY MECHANICAL PLAN - NEW WORK