Plumbing set Final Acute Care.pdf

MA

MV

D

SS

SAN

SD

SD

OD

OX

DI

RO

CL

F pH

P

T

FE

CO

FCO

WCO

MA

OX

MV

MA

OX

MV

SCALE: NONE

SCALE: NONE

T

SCALE: NONE

T P

EXISTING PIPING, FIXTURES, AND/OR EQUIPMENT

DOMESTIC COLD WATER SUPPLY, COLD WATER

SUPPLY

DOMESTIC COLD WATER RETURN, COLD WATER

RETURN

DOMESTIC HOT WATER SUPPLY, HOT WATER

SUPPLY

DOMESTIC HOT WATER RETURN, HOT WATER

RETURN

MEDICAL AIR

MEDICAL VACUUM

DRAIN

VENT, SANITARY

SOIL, WASTE, OR SANITARY SEWER

SANITARY SEWER, BELOW GRADE

STORM WATER DRAINAGE

STORM WATER, BELOW GRADE

EMERGENCY STORM DRAINAGE, OVERFLOW

DRAINAGE

OXYGEN

DISTILLED WATER SUPPLY

REVERSE OSMOSIS WATER

CHECK VALVE

BALL VALVE

PRESSURE REGULATING VALVE

TEST PLUG (PRESSURE/TEMPERATURE)

BALANCING VALVE

VALVE ON RISER

THERMOSTATIC BLENDING/MIXING VALVE

THERMOMETER

CHLORINE SENSOR

FLOW METER

pH SENSOR

PRESSURE SENSOR

TEMPERATURE SENSOR

DIRECTION OF FLOW

REDUCER OR INCREASER

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

SIDE CONNECTION

WATER HAMMER ARRESTOR

CAPPED OUTLET

RISE OR DROP IN PIPE

UNION

PIPE UP

PIPE DOWN

FLOW ELEMENT

HOSE BIB

NON-FREEZE WALL HYDRANT

FLOOR DRAIN

SHOWER DRAIN

END OF PIPE CLEAN OUT

FLOOR CLEAN OUT

WALL CLEAN OUT

POINT OF CONNECTION BETWEEN NEW AND

EXISTING WORK

LIMIT OF DEMOLITION

THERMOMETER

PRESSURE GAGE

LOCKED OPEN IN LINE VALVE

LOCKED CLOSED IN LINE VALVE

MASTER ALARM PANEL

AREA ALARM PANEL

LOCAL ALARM PANEL

VALVE BOX RECESSED

PRESSURE AND VACUUM TRANSDUCER SWITCH

VACUUM SWITCH

PRESSURE RELIEF VALVE

MAIN LINE GAUGE

PRESSURE REGULATOR

VALVE FOR FUTURE

MEDICAL AIR OUTLET QUICK COUPLER TYPE

OXYGEN OUTLET QUICK COUPLER TYPE

MEDICAL VACUUM INLET QUICK COUPLER TYPE

MEDICAL AIR OUTLET DISS TYPE

OXYGEN OUTLET DISS TYPE

MEDICAL VACUUM INLET DISS TYPE

NOTES:

UNION (TYPICAL)BALL VALVE

(TYPICAL)

THERMOSTATIC BALANCING VALVE WITH INTEGRAL CHECK VALVE

AND UNION. CONTRACTOR SHALL PROVIDE THERMOSTATIC

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

ISOLATION VALVE.

UNION.

PETES PLUG.

DIGITAL THERMOMETER.

3/4" FIP ADAPTER FOR BUILDING MANAGEMENT SYSTEM SENSOR

CONNECTION. SEE THERMOWELL AND APPARATUS DETAIL THIS

SHEET.

REDUCER FOR LINE SIZE ADJUSTMENT. SEE DETAIL ON THIS SHEET.

REDUCER FOR LINE SIZE ADJUSTMENT (IF REQUIRED).

(BALANCING VALVE ASSEMBLY DETAIL ONLY)

FITTING REDUCER

3/4" FIP ADAPTER FOR (NIC) CONTROL

CONTRACTOR SUPPLIED THERMOWELL AND SENSOR

(INSTALLED

BY PLUMBING CONTRACTOR).

3/4" FIP ADAPTOR FOR THERMOWELL INSERTION.

THERMOWELL AND DIGITAL THERMOMETER AS SPECIFIED.

REDUCER AS NEEDED FOR ALL PIPE SIZES 1/2" THROUGH 1 1/2".

2" X 3/4" TEE.

(THERMOWELL AND APPARATUS DETAIL ONLY)

5 6

ANALOG PRESSURE GAUGE AND PRESSURE SENSOR, AND

THERMOWELL.

ANALOG THERMOMETER, TEMPERATURE SENSOR, AND PETE'S

PLUG

CIRCULATION PUMP (TYPICAL). CONNECT TO DDC TIMED

CONTROLLED ALTERNATING STARTER. REFER TO SCHEDULE ON

PLUMBING DRAWING P-501.

CHECK VALVE.

(CIRCULATING PUMP CONNECTION DETAIL ONLY)

NOTES:

NOTES:

778 1

PLUMBING ABBREVIATIONS

CONTRACTOR GENERAL NOTES

PLUMBING PIPING SYMBOLS

PLUMBING VALVE SYMBOLS GENERAL PLUMBING SYMBOLS

SPECIALITIES PLUMBING SYMBOLS

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 PORTIONS OF FLOORS,

CEILINGS AND/OR SLABS AFFECTED BY PLUMBING MODIFICATIONS. REPAIR

SURFACES TO MATCH EXISTING UNLESS NOTED OTHERWISE 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, BASE OF STACKS, AND WHERE HORIZONTAL SANITARY

SEWER PIPING CHANGES DIRECTION OVER 45°.

G. 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.

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

DOMESTIC HOT WATER RETURN PIPING SHALL BE INSULATED.

I. ALL EXISTING PIPING SERVING FLOORS ABOVE SHALL BE OFFSET AS

REQUIRED TO CONCEAL ALL PIPING IN NEW WALLS.

J. CONTRACTOR SHALL VERIFY THAT ALL PIPING EXISTING TO REMAIN IN THE

GROUND FLOOR CEILING IS ABOVE THE NEW CEILING LEVEL. WHERE

PIPING IS LOWER THAN THE NEW CEILING LEVEL, THE CONTRACTOR SHALL

RAISE OR OFFSET PIPING SO THAT IT IS IN THE CEILING CAVITY.

A/E ARCHITECT / ENGINEER

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING

ENGINEERS

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

C CELSIUS

CA COMPRESSED AIR

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

CS CLINICAL SINK

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

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

(E) EXISTING

EL ELEVATION

EX EXISTING

EMER. EMERGENCY

F FAHRENHEIT

FCO FLOOR CLEANOUT

FM FLOW METER

FU FIXTURE UNITS

GAL GALLON

GCO GRADE CLEANOUTS

GPM GALLONS PER MINUTE

H&CW HOT AND COLD WATER

HB HOSE BIB

HP HORSEPOWER

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IPC INTERNATIONAL PLUMBING

CODE

KW KILOWATT

KWH KILOWATT-HOUR

LAV LAVATORY

M METER

MA MEDICAL AIR

MV MEDICAL VACUUM

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM. NOMINAL

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

PDI PLUMBING AND DRAINAGE

INSTITUTE

PG PRESSURE GAGE

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

RO REVERSE OSMOSIS WATER

SAN SANITARY SEWER

SCFM STANDARD CUBIC

FOOT/MINUTE

SQFT/SF SQUARE FEET

TEMPTEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TYP TYPICAL

V VENT

VAC VACUUM

VP VACUUM PUMP

VS VENT STACK

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WH WALL HYDRANT

WHA WATER HAMMER ARRESTER

WM WATER METER

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE

UNITS

WATER RETURN BALANCING

VALVE ASSEMBLY DETAIL

THERMOWELL AND APPARATUS DETAIL

CIRCULATING PUMP CONNECTION DETAIL

DIALYSIS

WATER RETURN

TO DIALYSIS WATER

SUPPLY SYSTEM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

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\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

P-001

FINAL CONSTRUCTION

DRAWINGS FOR BID

LEGEND, ABBREVIATIONS, GENERAL

NOTES, AND DETAILS

PLUMBING FIXTURE SCHEDULE

DCWS

WSFU

DHWS

WSFU

TOTAL

WSFU

WASTE

PIPE

SIZE

DCWS

SUPPLY

PIPE

SIZE

DHWS

SUPPLY

PIPE

SIZE

VENT

PIPE

SIZE

MARK FIXTURE DFU REMARKS

P-

P-

P-

P-

P-

P-

MV-

THERMOSTATIC TYPE PRESSURE BALANCE MIXING VALVE SCHEDULE

TEMP.HOTCOLDOUTLETINLET

PRESS.

DROP

MARK

PIPING

NOTES

CAPACITY

GPM

TEMPERATURE

P-

P-

P-

P-

P-

P-

P-

P-

P-

P-

MV-

MV-

P-

P-

MV-

REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SCHEDULE

OUTLETINLET

PRESS.

DROP

MARK

PIPING

NOTES

CAPACITY

GPM

SYSTEM LOCATION

BFP-

BFP-

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

MEDICAL VACUUM LINE LOW.

TEST BUTTON.

SILENCE BUTTON.

MEDICAL AIR LINE PRESSURE ABNORMAL.

OXYGEN LINE PRESSURE ABNORMAL.

TEST BUTTON.

SILENCE BUTTON.

VB-1

VB-2

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

RP-1

RP-2

AREA

(ZONE)

ALARM

PANEL

'AA-1'

YES

AREA

(ZONE)

ALARM

PANEL

'AA-2'

YES

MEDICAL AIR

OXYGEN

MEDICAL VACUUM

1-1/4

55 PSI

55 PSI

19inHgV

35.0 35.0 20.0

1 AND 2

MEDICAL AIR

OXYGEN

1-1/4

55 PSI

55 PSI

56.0 112.0

1 AND 2

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

IN-LINE 1/25 115 SINGLE 8'-0'' 5

EQUIP. STORAGE

B019

IN-LINE 1/25 115 SINGLE 8'-0'' 5

EQUIP. STORAGE

B019

SOILED

UTILITY/HAC/STORAGE/DIALYSIS

C/D 3" S/ARWP 1

C = FINISHED AREA

D = LATEX MASTIC/THIN SET TILE

LOCATION

TYPE OF

PANEL

GAGES SERVICE INDICATED LIGHTS

BUILDING 200

GROUND FLOOR

DIALYSIS

BUILDING 200

GROUND FLOOR

ICU

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

MARK GAS TYPE

VALVE

SIZE

INCHES

PRESSURE

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

MARK TYPE

MOTOR

H.P.

ELECTRICAL TOTAL

HEAD FEET

GALLONS

PER

MINUTE

LOCATION

VOLTAGE PHASE

LOCATION

DRAIN

TYPE

SIZE

INCHES

SEWER REMARKS

S = SANITARY

ARWP = ACID RESISTANT WASTE PIPING

MEDICAL GAS ALARM PANEL SCHEDULE

SHOCK ABSORBER SCHEDULE

MEDICAL GAS AND VACUUM ZONE VALVE BOX ASSEMBLY SCHEDULE

DOMESTIC WATER BRANCH LENGTH SCHEDULE

DOMESTIC WATER CIRCULATING PUMP SCHEDULE

FLOOR DRAIN SCHEDULE

LEGEND TYPE

WATER CLOSET,

FLUSH VALVE,

PUBLIC

24.00

WATER CLOSET,

FLUSH VALVE,

PRIVATE

12.00

WATER CLOSET,

FLUSH VALVE,

BARIATRIC

4.00

LAVATORY, PUBLIC 6.00

LAVATORY, PRIVATE 3.00

LAVATORY, PUBLIC 7.00

LAVATORY, PRIVATE 1.00

SERVICE SINK 2.00

CASEWORK SINK 30.00

CLINICAL SERVICE

SINK

5.00

SCRUB SINK 12.00

CRS SINK 24.00

SHOWER, PRIVATE 2.00

EMERGENCY

SHOWER AND FACE

WASH

EMERGENCY EYE

AND FACE WASH

WALL HYDRANT 8.00

DIALYSIS BOX -

ICE MAKER BOX -

P-103

P-103

P-114

P-408

P-408

P-418

P-421

P-502

P-504

P-505

P-520

P-528

P-701

P-707

P-708

P-801

P-809

P-812

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

6 4.00 10.00 60.00 - - 10.00 60.00

3 4.00 6.00 18.00 - - 6.00 18.00

1 4.00 6.00 6.00 - - 6.00 6.00

6 1.00 1.50 9.00 1.50 9.00 2.00 12.00

3 1.00 0.50 1.50 0.50 1.50 0.70 2.10

7 1.00 1.50 10.50 1.50 10.50 2.00 14.00

1 1.00 0.50 0.50 0.50 0.50 0.70 0.70

1 2.00 3.00 3.00 3.00 3.00 4.00 4.00

10 3.00 1.50 15.00 1.50 15.00 2.00 20.00

1 5.00 10.00 10.00 3.00 3.00 10.00 10.00

4 3.00 1.50 6.00 1.50 6.00 2.00 8.00

8 3.00 1.50 12.00 1.50 12.00 2.00 16.00

1 2.00 1.00 1.00 1.00 1.00 1.40 1.40

1 - - - - - - -

6 - - - - - - -

4 2.00 1.00 4.00 - - 1.00 4.00

10 - - - - - - -

1 - 0.25 0.25 - - 0.25 0.25

140.00 156.75 61.50 176.45

DOMESTIC WATER SUPPLY 176.45 WSFU = 85 GPM

DOMESTIC COLD WATER SUPPLY 156.75 WSFU = 80 GPM

DOMESTIC HOT WATER SUPPLY 61.50 WSFU = 33 GPM

PIPE SIZE: 4" DRAINAGE

FIXTURE UNIT CALCULATION

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

103 WATER CLOSET 4.00 10.00 - 10.00 4.00 2.00 1.00 - 1 AND 16

114 WATER CLOSET 4.00 6.00 - 6.00 4.00 2.00 1.00 - 2

801 WALL HYDRANT - - - - - - 0.50 - 12

528 CRS SINK 3.00 1.50 1.50 2.00 1.50 1.50 .375 .375 9 AND 16

812 ICE MAKER BOX - - - - - - 0.50 - 14

408 LAVATORY 1.00 1.50 1.50 2.00 1.50 1.50 .375 .375 3 AND 16

1 3/8" 3/8" 10 PSI 1.0 50°F 140°F 110°F 1

1. WALL HUNG, VITREOUS CHINA, SIPHON JET, FLUSH VALVE 1.28 GPF MAXIMUM. FLUSH VALVE

BASIS OF DESIGN: ZURN AQUAFLUSH Z6000.

2. BARIATRIC FLOOR MOUNTED WATER CLOSET, SIPHON JET, 1.6 GPF FLUSH VALVE. FULLY

ENCLOSED FLOOR MOUNTED WITH INTEGRAL SEAT, WHITE POWDER COATED 14 GAGE 304

STAINLESS STEEL CONSTRUCTION.

3. WALL HUNG LAVATORY, VITREOUS CHINA, 4" CENTER FAUCET WITH GOOSENECK SPOUT AND

WRISTBLADE HANDLES. 1.50 GPM MAXIMUM WITH LAMINAR FLOW DEVICE. INSTALL ASSE 1070

LISTED MIXING VALVE (MV-1) UNDER LAVATORY. FAUCET BASIS OF DESIGN: ZURN AQUASPEC

Z812B4-XL.

4. WALL HUNG LAVATORY, VITREOUS CHINA, BATTERY OPERATED, SENSOR CONTROL FAUCET

WITH GOOSENECK SPOUT. 1.50 GPM MAXIMUM WITH LAMINAR FLOW DEVICE. INSTALL ASSE

1070 LISTED MIXING VALVE (MV-1) UNDER LAVATORY.

5. BARIATRIC FLOOR MOUNTED PEDESTAL LAVATORY, SENSOR CONTROL, BATTERY POWERED

FAUCET WITH 0.50 GPM MAXIMUM WITH LAMINAR FLOW DEVICE. PROVIDE ASSE 1070 LISTED

POINT OF USE THERMOSTATIC MIXING VALVE (MV-1) UNDER LAVATORY. FAUCET BASIS OF

DESIGN: ZURN AQUASENSE Z6920-XL.

6. FLOOR MOUNTED, CORNER SERVICE SINK. STAIN RESISTANT TERRAZZO CONSTRUCTION.

SOLID BRASS FAUCET WITH FOUR-ARM HANDLES, INTEGRAL CHECK STOPS, PAIL HOOK, HOSE

THREADS, VACUUM BREAKER, AND WALL BRACE.

7. PLUMBING CONTRACTOR TO PROVIDE ROUGH-IN FOR WATER, WASTE, AND VENT. SINK IS

INCLUDED IN CASEWORK. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

8. 28"X 24" X 12" VITREOUS CHINA SINK WITH 8 INCH CENTERSET FAUCET. PROVIDE ASSE 1070

LISTED POINT OF USE THERMOSTATIC MIXING VALVE (MV-2) UNDER SINK.

9. CORROSION RESISTANT STAINLESS STEEL,SINGLE COMPARTMENT, SELF RIMMING SINK WITH

SOLID BRASS FAUCET. 1.50 GPM MAXIMUM. INSTALL ASSE 1070 LISTED MIXING VALVE (MV-1)

UNDER COUNTER.

10. WALL MOUNTED SHOWERHEAD CONNECTED TO ARM AT 78 INCHES ABOVE FINISHED FLOOR

AND REMOVABLE SPRAYER HEAD ASSEMBLY ON 5 FOOT FLEXIBLE HOSE ON 30 INCH SLIDE

BAR. SHOWERHEAD WITH 1.5 GPM MAXIMUM FLOW. MOUNT MIXING VALVE AT 36 INCHES AND

DIVERTER VALVE AT 44 INCHES ABOVE FINISHED FLOOR. PROVIDE ASSE 1016 LISTED

THERMOSTATIC SHOWER VALVE.

11. WALL MOUNTED EYE/FACE WASH WITH CRS BOWL AND HAND OPERATED STAY OPEN VALVE.

INSTALL ASSE 1071 LISTED THERMOSTATIC MIXIVING VALVE (MV-3) ABOVE CEILING.

12. NON-FREEZE WALL HYDRANT WITH DETACHABLE HANDLE. MOUNT AT 18" ABOVE FINISHED

GRADE.

13. MOUNT CENTERLINE OF BOX AT 30 INCHES ABOVE FINISHED FLOOR. BEDSIDE DIALYSIS BOXES

IN ICU SPACE TO RECEIVE COLD WATER ONLY.

14. MOUNT BOTTOM OF BOX AT 18 INCHES ABOVE FINISHED FLOOR.

15. WALL HUNG CLINICAL SERVICE SINK WITH 6.50 GPF MAXIMUM FOOT OPERATED FLUSH VALVE, AND SINGLE SPOUT WALL MOUNTED, ELBOW CONTROL FAUCET WITH VACUUM BREAKER.

16. BARRIER-FREE HEALTHCARE INITIATIVE REQUIREMENTS.

17. FREE STANDING COMBINATION EMERGENCY SHOWER/FACE WASH. PROVIDE ASSE 1071 LISTED

THERMOSTATIC MIXING VALVE (MV-4) ABOVE CEILING.

1. BASIS OF DESIGN: WATTS MODEL LFUSG-B-M2. MINIMUM FLOW SHALL BE 0.25 GPM.

2. BASIS OF DESIGN: POWERS MODEL LFE480-00. MINIMUM FLOW SHALL BE 0.50 GPM.

3. BASIS OF DESIGN: LEONARD MODEL TA-300-LF.

4. BASIS OF DESIGN: LEONARD MODEL TM-800-LF.

502 SERVICE SINK 2.00 3.00 3.00 4.00 3.00 1.50 0.50 0.50 6

701 SHOWER, PRIVATE 2.00 1.00 1.00 1.40 2.00 1.50 0.50 0.50 10 AND 16

809 DIALYSIS BOX - - - - 1.50 1.50 0.50 0.50 13

103 WATER CLOSET 4.00 6.00 - 6.00 4.00 2.00 1.00 - 1 AND 16

408 LAVATORY 1.00 0.50 0.50 0.70 1.50 1.50 .375 .375 3 AND 16

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

ACCEPTABLE.

1. MULTIPLE SENSOR INDICATOR PANEL COMBO UNIT DESIGN BASIS: MANUFACTURER: AMICO, VB-1

MODEL ZIU-P224 AND VB-2 MODEL: ZIU-P14. ZONE INDICATOR PANEL BOXES SHALL BE AN AMICO

MULTIPLE SENSOR INDICATOR SERIES PANEL.

2. REFER TO DRAWINGS FOR LOCATION OF ZONE VALVE BOX ASSEMBLY.

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

421 LAVATORY 1.00 0.50 0.50 0.70 1.50 1.50 .375 .375 5 AND 16

1. MEDICAL GAS AREA ALARM PANEL 'AA-1' TO BE LOCATED IN THE NURSE STATION B017 SPACE WALL

AS INDICATED ON PLANS.

2. MEDICAL GAS AREA ALARM PANEL 'AA-2' TO BE LOCATED IN THE WARD CLERK/TEAM WORK C019

SPACE WALL AS INDICATED ON PLANS.

3. ALL DIGITAL LCD AREA ALARM SYSTEM PANELS DESIGN BASIS: MANUFACTURER: AMICO, AA-1 MODEL:

A3AR-U-OAV AND AA-2 MODEL: A3AR-U-OA.

505 CLINICAL SS 5.00 10.00 3.00 10.00 4.00 2.00 1.25 0.50 15

520 SCRUB SINK 3.00 1.50 1.50 2.00 1.50 1.50 0.50 0.50 8 AND 16

418 LAVATORY 1.00 1.50 1.50 2.00 1.50 1.50 .375 .375 4 AND 16

708 EYE/FACE WASH - - - - 1.50 1.50 0.50 0.50 11 AND 16

2 1/2" 1/2" 10 PSI 1.0 50°F 140°F 110°F 2

3 1/2" 1/2" 10 PSI 2.7 50°F 140°F 90°F 3

504 CASEWORK SINK 3.00 1.50 1.50 2.00 1.50 1.50 .375 .375 7 AND 16

707 EMER. SHOWER - - - - 1.50 1.50 1.00 1.00 17

4 1" 1-1/4" 10 PSI 25.0 50°F 140°F 90°F 4

1. PUMP AND MOTOR SHALL BE LISTED BY A NATIONAL TESTING LABORATORY.

2. PUMP BASE, IMPELLER, AND PUMP HEAD SHALL BE NSF61 APPROVED STAINLESS STEEL.

3. INTEGRAL VFD TO MAINTAIN CONSTANT CIRCULATION OF DOMESTIC COLD WATER.

4. DESIGN BASIS: GRUNDFOS UP 15-42 BUC7.

5. PROVIDE CONTROL SYSTEM THAT SHALL AUTOMATICALLY ALTERNATE THE OPERATION OF ONE

DOMESTIC COLD WATER RECIRCULATION PUMP EVERY 24 HOURS (ADJUSTABLE)

1. REFER TO DRAWINGS FOR LOCATION OF FLOOR DRAIN.

1 1" 1" 12 PSI 5 DCWS HAC B010 1, 2, AND 3

1. BASIS OF DESIGN: ZURN WILKINS MODEL 975XL S.

2. PIPE DISCHARGE TO SERVICE SINK.

3. PROVIDE PRESSURE REDUCING VALVES (PRV-1 & PRV-2) IMMEDIATELY DOWNSTREAM OF

BACKFLOW PREVENTERS (BFP-1 & BFP-2).

2 1" 1" 12 PSI 5 DCWS HAC B010 1, 2, AND 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

P-501

FINAL CONSTRUCTION

DRAWINGS FOR BID

SCHEDULES

PLAN

NORTH

TRUE

NORTH

MM

OO

PP

QQ

Q.1Q.1

RR

11 1 11

1 1

3 3

SS

P.1P.1

NN

N.1N.1

M.5M.5

2.5

2.5

1.5

1.5

(E

S D

(E) 6" SD

(E) 4" SAN (E) 4" SAN

(E

S A

N

(E

S D

(E) 4" SAN

(E

S D

(E) 4" SAN

(E) 12" SD

(E) 4" SAN

(E) 4" SD

(E

S D

(E

S A

N (E

S A

N (E

S A

N

(E) 4" SAN (E) 4" SAN

(E) 4" SD

(E

S D

(E

S D

(E) 6" SD

(E

S D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD101

FINAL CONSTRUCTION

DRAWINGS FOR BID

DIALYSIS AND NEPHROLOGY -

FOUNDATION DEMOLITION PLAN

3/16" = 1'-0"

DIALYSIS AND NEPHROLOGY - FOUNDATION DEMOLITION PLAN

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. DEMOLITION SHALL INCLUDE PIPING AND FITTINGS

ASSOCIATED WITH GROUND FLOOR FIXTURE DEMOLITION.

C. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

D. CONTRACTOR SHALL INSPECT, ROD OUT, AND/OR REPLACE AS

REQUIRED ALL EXISTING SANITARY SEWER, VENT, AND STORM

DRAIN PIPING PRIOR TO CONNECTING NEW PIPING.

CONTRACTOR SHALL NOTIFY COR OF ANY PIPING THAT IS NOT

SERVICEABLE AND WILL REQUIRE REPLACING.

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 DISCONNECT FROM EXISTING DRAIN. REMOVE AND DISCARD PIPING AS

INDICATED. CAP AND PLUG PIPING BELOW FLOOR LEVEL AND REPAIR FLOOR

TO MATCH EXISTING.

2 DISCONNECT FROM EXISTING DRAIN. REMOVE AND DISCARD PIPING IN CHASE

AS INDICATED. LEAVE WASTE STACK IN PLACE FOR RECONNECTION.

3 EXISTING PIPING TO REMAIN

4 DISCONNECT EXISTING SANITARY STACK AND CAP BELOW FLOOR LEVEL AND

REPAIR FLOOR TO MATCH EXISTING.

5 DISCONNECT EXISTING STORM DRAINAGE PIPING BELOW FLOOR. DISCONNECT

FROM EXISTING DRAIN. REMOVE AND DISCARD PIPING AS INDICATED. LEAVE

PIPING READY FOR RECONNECTION.

6 REMOVE AND DISCARD EXISTING FLOOR CLEANOUT AND ASSOCIATED PIPING

AND FITTINGS. REPAIR PIPING BELOW FLOOR.

TRUE

NORTH

B006

PATIENT RM

B008

PATIENT RM

B010

PATIENT RM

B012

PATIENT RM

B014

PATIENT RM

B016

RM/CCU LOUNGE

B016C

FEMALE LOCKERS

B016A

MALE LOCKERS

B016B

TOILET

B016D

TOILET

B018

LOGISTIC

STORAGE

B017A

BATH

B013

OFFICE

B011

MED RM B017

MULTI-PURPOSE

RM

B015

HOUSEKEEPINGB005

SOILED UTILITY

B006

WORK STATION

B007

CLEAN LINEN

B001

STORAGE

B031

DIALYSIS UNIT

DIRECTOR

B002

TELE

B004

ELECTRICAL

B028A

PATIENT RM

B026

PATIENT RM

B024

PATIENT RM

B022

PATIENT RM

B020

PATIENT RM

B056

BATH

B030

DIALYSIS UNIT

B32

RESPITORY CARE

1 1

MM

OO

PP

QQ

Q.1Q.1

RR

5 5

8 8 8

SS

P.1P.1

NN

N.1N.1

M.5M.5

2.5

2.5

1.5

1.5

V

V

6" SD

S D

V

3" V

V

4" SD

2" V 2" V

4" SD

2" V

S D

V

2" V

V

V

V

2" V

V

V

2" V4" V

S D

RT

STORAGE

B060B

STORAGE

B060D

STORAGE

B060E

WOMEN

B057A

MEN

B057B

H A

L L

B

WOMEN

LOCKERS

B055A

MEN

LOCKERS

B055B

TOILET

C033A

ICU-13

C033

ICU-12

C035

LINEN

C031

TOILET

C035A

STAIR

#2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD102

FINAL CONSTRUCTION

DRAWINGS FOR BID

DIALYSIS AND NEPHROLOGY -

GRAVITY PIPING DEMOLITION PLAN

3/16" = 1'-0"

DIALYSIS AND NEPHROLOGY - GRAVITY PIPING DEMOLITION PLAN

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIALS, 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, 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 FIRE RETARDANT

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVEDETECTION 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.

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 DISCONNECT EXISTING VENT PIPING FROM VENT STACK. REMOVE AND

DISCARD ALL PIPING, FITTINGS, AND HANGERS AS INDICATED. LEAVE VENT

STACK FOR RECONNECTION.

3 CUT, REMOVE, AND DISCARD EXISTING PIPING, FITTINGS, AND HANGERS AS

INDICATED.

4 REMOVE AND DISCARD EXISTING WATER CLOSET, FLUSH VALVE, CARRIER,

AND ALL ASSOCIATED PIPING, FITTINGS, VALVES, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

5 REMOVE AND DISCARD EXISTING LAVATORY, FAUCET, TAIL-PIECE,TRAP,

SUPPLIES, STOPS, FIXTURE SUPPORT, AND ALL ASSOCIATED PIPING,

FITTINGS, VALVES, HANGERS AND SUPPORTS BACK TO THE LIMITS OF

DEMOLITION.

6 REMOVE AND DISCARD EXISTING SHOWER DRAIN AND ALL ASSOCIATED PIPING,

FITTINGS, VALVES, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

7 REMOVE AND DISCARD EXISTING CLINICAL SERVICE SINK, FLUSH VALVE,

CARRIER, AND ALL ASSOCIATED PIPING, FITTINGS, VALVES, HANGERS AND

SUPPORTS BACK TO THE LIMITS OF DEMOLITION.

8 REMOVE AND DISCARD EXISTING PATIENT CARE UNIT AND ALL ASSOCIATED

PIPING, FITTINGS, VALVES, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

9 REMOVE AND DISCARD EXISTING SINK, FAUCET, TAIL-PIECE, TRAP,

SUPPLIES, STOPS, AND ALL ASSOCIATED PIPING, FITTINGS, VALVES,

HANGERS AND SUPPORTS BACK TO THE LIMITS OF DEMOLITION.

10 REMOVE AND DISCARD EXISTING FLOOR DRAIN, P-TRAP, AND ALL ASSOCIATED

PIPING, AND FITTINGS TO BELOW FLOOR LEVEL. PLUG CAP AND SEAL BELOW

FINISHED FLOOR LEVEL. REPAIR FLOOR TO MATCH EXISTING.

11 DISCONNECT EXISTING STORM DRAINAGE PIPING FROM EXISTING STORM

DRAINAGE PIPING ABOVE CEILING. REFER TO NEW WORK DRAWINGS FOR NEW

PIPE ROUTING FOR OFFSETTING STORM DRAINAGE

12 CUT EXISTNG SANITARY SEWER PIPING ABOVE CEILING AND REMOVE BACK TO

POINT OF DEMOLITION ON SHEET PD101. REFER TO NEW WORK DRAWINGS

FOR NEW PIPE ROUTING FOR OFFSETTING SANITARY SEWER

TRUE

NORTH

B006

PATIENT RM

B008

PATIENT RM

B010

PATIENT RM

B012

PATIENT RM

B014

PATIENT RM

B016

RM/CCU LOUNGE

B016C

FEMALE LOCKERS

B016A

MALE LOCKERS

B016B

TOILET

B016D

TOILET

B018

LOGISTIC

STORAGE

B017A

BATH

B013

OFFICE

B011

MED RM

B017

MULTI-PURPOSE

RM

B

H O

U S

E K

E E

P

IN

G

B005

SOILED UTILITY

B006

WORK STATION

B007

CLEAN LINEN

B001

STORAGE

B031

DIALYSIS UNIT

DIRECTOR

B002

TELE

B004

ELECTRICAL

B028A

PATIENT RM

B026

PATIENT RM

B024

PATIENT RM

B022

PATIENT RM

B020

PATIENT RM

B056

BATH

B030

DIALYSIS UNIT

B32

RESPITORY CARE

2 2 2 2

222222

2 2

2 22

MM

OO

PP

QQ

Q.1Q.1

RR

7 7 7

SS

P.1P.1

NN

N.1N.1

M.5M.5

2.5

2.5

RT

STORAGE

B060B

STORAGE

B060D

STORAGE

B060E

WOMEN

B057A

MEN

B057B

H A

L L

B

WOMEN

LOCKERS

B055A

MEN

LOCKERS

B055B

TOILET

C033A

ICU-13

C033

ICU-12

C035

LINEN

C031

TOILET

C035A

STAIR

#2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD103

FINAL CONSTRUCTION

DRAWINGS FOR BID

DIALYSIS AND NEPHROLOGY -

DOMESTIC WATER DEMOLITION PLAN

3/16" = 1'-0"

DIALYSIS AND NEPHROLOGY - DOMESTIC WATER DEMOLITION PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 CUT, REMOVE, AND DISCARD EXISTING DOMESTIC WATER PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED. PREPARE EXISTING PIPING

FOR NEW CONNECTION.

2 REMOVE AND DISCARD EXISTING DOMESTIC WATER PIPING, VALVES, FITTINGS,

AND HANGERS BACK TO LIMITS OF DEMOLITION.

3 REMOVE AND DISCARD EXISTING WATER CLOSET, FLUSH VALVE, CARRIER,

AND ALL ASSOCIATED PIPING, FITTINGS, VALVES, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

4 REMOVE AND DISCARD EXISTING LAVATORY, FAUCET, SUPPLIES, STOPS,

FIXTURE SUPPORT, AND ALL ASSOCIATED PIPING,

FITTINGS, VALVES, HANGERS AND SUPPORTS BACK TO THE LIMITS OF

DEMOLITION.

5 REMOVE AND DISCARD EXISTING SHOWER VALVE AND ALL ASSOCIATED PIPING,

FITTINGS, VALVES, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

6 REMOVE AND DISCARD EXISTING CLINICAL SERVICE SINK, FLUSH VALVE,

CARRIER, AND ALL ASSOCIATED PIPING, FITTINGS, VALVES, HANGERS AND

SUPPORTS BACK TO THE LIMITS OF DEMOLITION.

7 REMOVE AND DISCARD EXISTING PATIENT CARE UNIT AND ALL ASSOCIATED

PIPING, FITTINGS, VALVES, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

8 REMOVE AND DISCARD EXISTING SINK, FAUCET, SUPPLIES, STOPS, AND ALL

ASSOCIATED PIPING, FITTINGS, VALVES,

HANGERS AND SUPPORTS BACK TO THE LIMITS OF DEMOLITION.

9 CUT, REMOVE, AND DISCARD EXISTING DOMESTIC WATER PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED. REPAIR EXISTING MAIN.

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIALS, 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, 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 FIRE RETARDANT

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVEDETECTION 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.

TRUE

NORTH

1/2" OX

4 44

1/2" MA

3/4" MV

4 43 34 34 34 3

1/2" OX

1/2" MA

3/4" MV

1/2" OX

1/2" MA

1" MV

1/2" OX

1/2" MA

3/4" MV

1/2" OX

1/2" MA

3/4" MV

/4

M

V

/2

M

A

/2

O

X

/4

M

V

/2

M

A

/2

O

X

/2

O

X /2

M

A

/4

M

V

(E) 1 1/2" MV

(E) 1" OX

(E) 1" MA

(E

/4

M

V

(E

/2

M

A

(E

/2

O

X

1 1/4" MV

3/4" MA

3/4" OX

M V

/2

M

A

/2

O

X

M V

/2

M

A

/2

O

X

3/4" MV

1/2" MA

1/2" OX

1" MV

1/2" MA

1/2" OX

1" MV

1/2" MA

1/2" OX

3/4" MV

1/2" MA

1/2" OX

3/4" MV

1/2" MA

1/2" OX

3/ 4"

O X

3/ 4"

M A

1/

4" M

V

4 44

B006

PATIENT RM

B008

PATIENT RM

B010

PATIENT RM

B012

PATIENT RM

B014

PATIENT RM

B016

RM/CCU LOUNGE

B016C

FEMALE LOCKERS

B016A

MALE LOCKERS

B016B

TOILET

B016D

TOILET

B018

LOGISTIC

STORAGE

B017A

BATH

B013

OFFICE

B011

MED RM

B017

MULTI-PURPOSE

RM

B015

HOUSEKEEPING

B005

SOILED UTILITY

B006

WORK STATION

B007

CLEAN LINEN

B001

STORAGE

B031

DIALYSIS UNIT

DIRECTOR

B002

TELE

B004

ELECTRICAL

B028A

PATIENT RM

B026

PATIENT RM

B024

PATIENT RM

B022

PATIENT RM

B020

PATIENT RM

B056

BATH

B030

DIALYSIS UNIT

B32

RESPITORY CARE

CCU

NURSE STATION

MM

OO

PP

QQ

Q.1Q.1

RR

SS

P.1P.1

NN

N.1N.1

M.5M.5

2.5

2.5

RT

STORAGE

B060B

STORAGE

B060D

STORAGE

B060E

WOMEN

B057A

MEN

B057B

H A

L L

B

WOMEN

LOCKERS

B055A

MEN

LOCKERS

B055B

TOILET

C033A

ICU-13

C033

ICU-12

C035

LINEN

C031

TOILET

C035A

STAIR

#2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD104

FINAL CONSTRUCTION

DRAWINGS FOR BID

DIALYSIS AND NEPHROLOGY - MED

GAS AND VAC DEMOLITION PLAN

3/16" = 1'-0"

DIALYSIS AND NEPHROLOGY - MED GAS AND VAC PIPING DEMOLITION PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 CUT, REMOVE, AND DISCARD EXISTING MEDICAL AIR, OXYGEN, AND MEDICAL

VACUUM PIPING ABOVE CEILING AT APPROXIMATE LOCATION INDICATED.

PROVIDE SHUT OFF VALVE AND PREPARE EXISTING PIPING FOR NEW

CONNECTION.

2 REMOVE AND DISCARD EXISTING ZONE VALVE BOX, ALL ASSOCIATED PIPING,

VALVES, AND FITTINGS.

3 REMOVE AND DISCARD EXISTING MEDICAL AIR, OXYGEN, AND MEDICAL

VACUUM INLETS/OUTLETS AND ALL ASSOCIATED PIPING.

4 REMOVE AND DISCARD EXISTING MEDICAL AIR, OXYGEN. AND MEDICAL

VACUUM PIPING, VALVES, FITTINGS, AND HANGERS BACK TO LIMITS OF

DEMOLITION.

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIALS, 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, 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 FIRE RETARDANT

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. 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

TRUE

NORTH

FF

GG

HH

12.5

12.5

2 1

EE

DD

CC

B.5B.5

BB

14.1

14.1

(E

S D

(E

S A

N

(E

S A

N

(E

S D

(E

S A

N

(E

S A

N

(E) 10" SD

(E

S A

N

(E

S D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD105

FINAL CONSTRUCTION

DRAWINGS FOR BID

ICU EXPANSION - FOUNDATION

DEMOLITION PLAN

3/16" = 1'-0"

ICU EXPANSION - FOUNDATION DEMOLITION PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. DEMOLITION SHALL INCLUDE PIPING AND FITTINGS

ASSOCIATED WITH GROUND FLOOR FIXTURE DEMOLITION.

C. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIAL, THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING PLUMBING PIPING.

D. CONTRACTOR SHALL INSPECT, ROD OUT, AND/OR REPLACE AS

REQUIRED ALL EXISTING SANITARY SEWER, VENT, AND STORM

DRAIN PIPING PRIOR TO CONNECTING NEW PIPING.

CONTRACTOR SHALL NOTIFY COR OF ANY PIPING THAT IS NOT

SERVICEABLE AND WILL REQUIRE REPLACING.

1 DISCONNECT FROM EXISTING DRAIN. REMOVE AND DISCARD PIPING AS

INDICATED. CAP AND PLUG PIPING BELOW FLOOR LEVEL AND REPAIR FLOOR

TO MATCH EXISTING.

2 EXISTING PIPING TO REMAIN

TRUE

NORTH

C001

VACANT

C003

VACANT

C005

VACANT

C007

VACANT

C009

STORE

C011

OFFICE

C013

OFFICE

C011A

BATH

C007A

BATH

C003A

BATH

C001A

BATH

C002A

OFFICE

C002B

CLINICAL NURSE

C002C

NURSE MGR

C002

C004

VACANT

C004A

BATH

C006

VACANT

C008

OFFICE

C008A

BATH

C012A

BATH

CG33

CORR

3 3

3 3

FF

GG

HH

12.5

12.5

EE

DD

CC

B.5B.5

BB

14.1

14.1

V

V

V

V

2" V

2" V

V

2" V

V2" V

V

2" V

2" V

2" V

2" V

V

V

2" V

2" V

2" V

2" V

2" V

V

2" V

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD106

FINAL CONSTRUCTION

DRAWINGS FOR BID

ICU EXPANSION - GRAVITY PIPING

DEMOLITION PLAN

3/16" = 1'-0"

ICU EXPANSION - GRAVITY PIPING DEMOLITION PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 DISCONNECT EXISTING VENT PIPING FROM VENT STACK. REMOVE AND

DISCARD ALL PIPING, FITTINGS, AND HANGERS AS INDICATED. LEAVE VENT

STACK FOR RECONNECTION.

2 DISCONNECT EXISTING VENT PIPING FROM VENT STACK. REMOVE AND

DISCARD ALL PIPING, FITTINGS, AND HANGERS AS INDICATED. CAP VENT

STACK IN GROUND FLOOR CEILING.

3 REMOVE AND DISCARD EXISTING VENT PIPING, FITTINGS, AND HANGERS BACK

TO LIMITS OF DEMOLITION.

4 REMOVE AND DISCARD EXISTING WATER CLOSET, CARRIER,

AND ALL ASSOCIATED PIPING, FITTINGS, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

5 REMOVE AND DISCARD EXISTING LAVATORY, TAIL-PIECE,TRAP,

FIXTURE SUPPORT, AND ALL ASSOCIATED PIPING,

FITTINGS, HANGERS AND SUPPORTS BACK TO THE LIMITS OF

DEMOLITION.

6 REMOVE AND DISCARD EXISTING SHOWER DRAIN AND ALL ASSOCIATED PIPING,

FITTINGS, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIALS, 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, 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 FIRE RETARDANT

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVEDETECTION 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

TRUE

NORTH

C001

VACANT

C003

VACANT

C005

VACANT

C007

VACANT

C009

STORE

C011

OFFICE

C013

OFFICE

C011A

BATH

C007A

BATH

C003A

BATH

C001A

BATH

C002A

OFFICE

C002B

CLINICAL NURSE

C002C

NURSE MGR

C002

C004

VACANT

C004A

BATH

C006

VACANT

C008

OFFICE

C008A

BATH

C012A

BATH CG33

CORR

FF

GG

HH

12.5

12.5

EE

DD

CC

B.5B.5

BB

14.1

14.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PD107

FINAL CONSTRUCTION

DRAWINGS FOR BID

ICU EXPANSION - DOMESTIC WATER

DEMOLITION PLAN

3/16" = 1'-0"

ICU EXPANSION - DOMESTIC WATER DEMOLITION PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 CUT, REMOVE, AND DISCARD EXISTING DOMESTIC WATER PIPING ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED. PREPARE EXISTING PIPING

FOR NEW CONNECTION.

2 REMOVE AND DISCARD EXISTING DOMESTIC WATER PIPING, VALVES,

FITTINGS, AND HANGERS BACK TO LIMITS OF DEMOLITION.

3 REMOVE AND DISCARD EXISTING WATER CLOSET, CARRIER,

AND ALL ASSOCIATED PIPING, FITTINGS, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

4 REMOVE AND DISCARD EXISTING LAVATORY, FIXTURE SUPPORT, AND ALL

ASSOCIATED PIPING,

FITTINGS, HANGERS AND SUPPORTS BACK TO THE LIMITS OF

DEMOLITION.

5 REMOVE AND DISCARD EXISTING SHOWER VALVE AND ALL ASSOCIATED

PIPING, FITTINGS, HANGERS AND SUPPORTS

BACK TO THE LIMITS OF DEMOLITION.

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIALS, 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, 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 FIRE RETARDANT

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. CONTRACTOR SHALL MAP REBAR LOCATIONS AT ALL

LOCATIONS WHERE SLABS ARE TO BE CORED USING NON-

DESTRUCTIVEDETECTION 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

TRUE

NORTH

1/2" OX

1/2" MA

1" MV

/4

M

V

/2

M

A /2

O

X /2

O

X

/2

M

A

M V

/2

O

X

/2

M

A /4

M

V

/2

O

X

/2

M

A /4

M

V

/4

M

V

/2

M

A /2

O

X

/4

M

V

/2

M

A

/2

O

X

/4

M

V

/2

M

A

/2

O

X

4 4

4 4

C001

VACANT

C003

VACANT

C005

VACANT

C007

VACANT

C009

STORE

C011

OFFICE

C013

OFFICE

C011A

BATH

C007A

BATH

C003A

BATH

C001A

BATH

C004

VACANT

C004A

BATH

C006

VACANT

C008

OFFICE

C008A

BATH

C012A

BATH

CG33

CORR

C010

WAITING RM

C014

OFFICE

C012

OFFICE

FF

GG

HH

12.5

12.5

EE

DD

CC

B.5B.5

BB

14.1

14.1

OFFICE

C002A

CLINICAL

NURSE

C002B

NURSE

MGR

C002C

CORRIDOR

CG02

STAIR

#3

TOILET

C016A

ANTE

ROOM

C016B

BIO-MED

C015

EQUIP

STOR

C057

TOILET

C049A

ICU-5

BARI

C049

TOILET

C047A

TOILET

C045A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 GTK DLB

621-18-104

PD108

FINAL CONSTRUCTION

DRAWINGS FOR BID

ICU EXPANSION - MED GAS AND VAC

DEMOLITION PLAN

3/16" = 1'-0"

ICU EXPANSION - MED GAS AND VAC PIPING DEMOLITION PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

DEMO KEY NOTES#

GENERAL NOTES

1 CUT, REMOVE, AND DISCARD EXISTING MEDICAL AIR, OXYGEN, AND MEDICAL

VACUUM PIPING ABOVE CEILING AT APPROXIMATE LOCATION INDICATED.

PROVIDE SHUT OFF VALVE AND CAP EXISTING PIPING.

2 REMOVE AND DISCARD EXISTING ZONE VALVE BOX, ALL ASSOCIATED PIPING,

VALVES, AND FITTINGS.

3 REMOVE AND DISCARD EXISTING MEDICAL AIR, OXYGEN, AND MEDICAL

VACUUM INLETS/OUTLETS AND ALL ASSOCIATED PIPING.

4 REMOVE AND DISCARD EXISTING MEDICAL AIR, OXYGEN. AND MEDICAL

VACUUM PIPING, VALVES, FITTINGS, AND HANGERS BACK TO LIMITS OF

DEMOLITION.

A. EXISTING CONDITIONS WERE DERIVED FROM A COMBINATION

OF FIELD SURVEY AND EXISTING DRAWINGS.

B. PRIOR TO PERFORMING ANY WORK OR PURCHASING ANY

MATERIALS, 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, 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 FIRE RETARDANT

CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION ON THE FLOOR AND CEILING

REPAIR.

G. 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

FEC

FEC

PLAN

NORTH

TRUE

NORTH

MM

OO

PP

QQ

Q.1Q.1

RR

9 19

9 1

SS

P.1P.1

NN

N.1N.1

M.5M.5

2.5

2.5

1.5

1.5

4 5

4 4

2" ARWP

A R

W P

A R

W P

3" ARWP4" ARWP

S A

N

S A

N

S A

N

6" SD

(E) 6" SD (E

S D

(E

S A

N

(E) 6" SAN

(E

S A

N (E) 6" SD

(E

S A

N

(E) 4" SAN (E) 4" SAN

(E

S D

(E

S A

N

(E) 4" SAN (E) 4" SAN

(E) 4" SAN

(E) 4" SD

(E) 12" SD

(E

S A

N

BF

BFBF

BF BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

BF

2" SAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PL101

FINAL CONSTRUCTION

DRAWINGS FOR BID

DIALYSIS AND NEPHROLOGY -

FOUNDATION NEW WORK PLAN

3/16" = 1'-0"

DIALYSIS AND NEPHROLOGY - FOUNDATION NEW WORK PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

GENERAL NOTES

# KEY NOTES

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 AND/OR SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO MATCH EXISTING

UNLESS OTHERWISE NOTED 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

DEGREES.

F. 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.

G. ALL PIPING, FITTINGS, HANGERS, AND TRAPS SHALL BE NEW.

REUSE OF EXISTING PIPING, FITTINGS, HANGERS, AND TRAPS

IS PROHIBITED.

1 2"SS-UP.

2 3" TRAP. 3"SS-UP.

3 4"SS-UP.

4 2"ARWP-UP.

5 4"ARWP-UP.

6 2"V-UP.

7 2"ARWP-UP TO FCO.

8 3"ARWP-UP TO FCO.

9 CONNECT NEW SANITARY SEWER PIPING TO EXISTING SANITARY SEWER

PIPING AT THE APPROXIMATE LOCATION INDICATED.

10 CONNECT NEW 4" ARWP TO EXISTING SS PIPING AT THE APPROXIMATE

LOCATION INDICATED.

11 3" TRAP. 3"ARWP-UP.

12 2"ARVP-UP.

13 CONNECT NEW STORM DRAINAGE PIPING TO EXISTING STORM DRAINAGE

PIPING AT THE APPROXIMATE LOCATION INDICATED.

14 6"SD-UP.

15 4"SD-UP.

16 4"SD-UP TO FCO.

17 4"SS-UP TO FCO.

FEC

PLAN

NORTH

TRUE

NORTH

B024

MD WORKROOM

B020

MD WORKROOM

B022

LAB

B023

EXAM ROOM

B021

EXAM ROOM

B025

EXAM ROOMB027

EXAM ROOM

B029

TOILET

B026

EXAM ROOM, RNB028

RECEPTION/ADMIN

B030

WAITING ROOM

B032

PATIENT

EDUCATION

B001

CLEAN SUPPLY

B007

NOURISHMENT

B008

DIALYSATE PREP

AND MEDS B009

CLEAN UTILITY

B018

PICC STATION

B019

REPAIR SHOP &

EQUIP STORAGE

B016D

TOILET

B016B

TOILET

B016C

F LOCKERS

B016A

M LOCKERS

B016

STAFF LOUNGE

B015

RD STATION

B014

RD STATION

B013

RD STATION

B012

RD ISOLATION

B012A

TOILET

B003

TOILET

B006A

HT/WT

B010

HAC

B011

SOILED UTILITY

B006

NURSE STATION

B017

NURSE STATION

B031

EXAM ROOM, LPN

B060G

SOILED UTILITY

10 9 8 3 24567

MM

OO

PP

QQ

Q.1Q.1

RR

P-528

P-103 P-103

P-408

P-408

P-528

P-408

P-103

P-502

P-408

P-103

P-528

P-408 P-103

P-528

FD

P-528

1 1

SS

P.1P.1

NN

N.1N.1

M.5M.5

2.5

FCO

P-528

P-708

P-418

P-809

P-418

P-528

P-418 P-418

P-708

P-708

P-520 P-520

P-418 P-418

P-708P-708

P-520 P-520

P-418 P-708

P-505

P-809 P-809P-809P-809

V

2" V

2" V

V

4" V

4" V

V

4" V

V

V

V

2" V

B005

ELEC. ROOM

P-504 P-504 P-504P-504

P-809 P-809

P-809

FCO

FD

P-707

2" ARVP

FD FD

FCO

FDFD

S D

6" SD

FD

CO

6" S

D

S D

WCO

CO

4" SD

FCO

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

WCO

WCO

P-504

P-504

CO

S A

N

4" SAN

4" SANCO

WCO

CO4" SD

FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)FCO

(E)WCO

RT

STORAGE

B060B

STORAGE

B060D

STORAGE

B060E

WOMEN

B057A

MEN

B057B

OFFICE

B053

H A

L L

B

WOMEN

LOCKERS

B055A

MEN

LOCKERS

B055B

TOILET

C033A

ICU-13

C033

ICU-12

C035

LINEN

C031

TOILET

C035A

STAIR

#2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 U s e rs

\g k e lly

\D o c u m e n ts \8

T M

M V

A M t H o m e A c u t e C a re

P g k e lly

.r v t

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

JUN 23, 2020 DLB GTK

621-18-104

PL102

FINAL CONSTRUCTION

DRAWINGS FOR BID

DIALYSIS AND NEPHROLOGY -

GRAVITY PIPING NEW WORK PLAN

3/16" = 1'-0"

DIALYSIS AND NEPHROLOGY - GRAVITY PIPING NEW WORK PLAN

3/16" = 1' - 0" 0 5' 10' 20'

GRAPHIC SCALE(S)

KEY PLAN

GENERAL NOTES

# KEY NOTES

1 2"SS-DN.

2 4"SS-DN.

3 2"ARWP-DN.

4 4"ARWP-DN.

5 2"V-DN.

6 CONNECT NEW SANITARY WASTE PIPING TO EXISTING SANITARY STACK IN THE

CHASE AT APPROXIMATE LOCATION INDICATED.

7 CONNECT NEW…