Attachment 13 - PLUMBING BINDER.pdf

FDFD

- BALL VALVE (SHUT-OFF VALVE)

- DIRECTION OF FLOW

- REDUCED PRESSURE BACKFLOW PREVENTER

- DOMESTIC COLD WATER

- DOMESTIC HOT WATER

- FUEL OIL FILL

- BELOW GROUND SANITARY

- FLOOR CLEAN OUT

- FLOOR DRAIN

- CALIBRATED BALANCING VALVE (BV)

- CHECK VALVE (SWING)

- RELIEF OR SAFETY VALVE

- PRESSURE REDUCING VALVE

- SOLENOID OPERATED VALVE

- ABOVE GROUND SANITARY

- DENTAL AIR

CO

1 - REVISION REFERENCE

- DETAIL REFERENCE: TOP-DETAIL#,

BOTTOM-DRAWING# SHOWN ON

- DOMESTIC HOT WATER RETURN

PLUMBING DRAWING INDEX

1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS.

2. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS-BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS

DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY.

3. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO

FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK.

4. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON-

NORMAL CONTRACTOR WORKING HOURS. CONTRACTOR TO PRODUCE COORDINATION DRAWINGS AND

SCHEDULES. THIS MAY REQUIRE NIGHT AND OR WEEKEND WORK SCHEDULES.

5. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES.

6. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES.

7. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS

SPECIFICALLY NOTED.

8. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS.

9. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR

FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES.

10. FLASH AND COUNTER-FLASH ROOF PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR DETAILS.

11. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE

ARCHITECT AND THE STRUCTURAL ENGINEER.

12. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE

SURFACE AND PIPE EXTERIOR.

13. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS.

14. PROVIDE ELECTRONIC AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS.

15. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND

APPARATUS.

16. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED.

17. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED.

18. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER

FLUSH TO FINISH SURFACE.

19. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW

FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN.

20. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY

PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST.

21. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A

VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE.

22. ALL WALL MOUNTED BARIATRIC LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO

WITHSTAND A VERTICAL LOAD OF 500 POUNDS ON THE FRONT OF THE FIXTURE.

23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH-IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL

EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS.

GENERAL NOTESPLUMBING ABBREVIATIONS

SYMBOL DESCRIPTION

- COMPRESSED AIR

- ABOVE FINISH FLOOR

- ACID WASTE

- ACID VENT

- BALANCING VALVE

- CATCH BASIN

- CONDENSATE DRAIN

- CUBIC FEET PER HOUR

- CLEANOUT

- CONTINUATION

- DOMESTIC COLD WATER

- DEIONIZED WATER

- DOWN

- DOWNSPOUT

- DRAWING

- EXISTING

- DEGREE FAHRENHEIT

- FLOOR CLEANOUT

- FLOOR DRAIN

- FUEL OIL FILL

- FUEL OIL GAGE

- FUEL OIL RETURN

- FUEL OIL SUPPLY

- FUEL OIL VENT

- FLOOR SINK

- GAS

- GALLONS PER HOUR

- GALLONS PER MINUTE

- KITCHEN WASTE (GREASE)

- HOSE BIBB

- HUB DRAIN

- DOMESTIC HOT WATER

- DOMESTIC HOT WATER RECIRCULATING

- INVERT ELEVATION

- INDIRECT WASTE

- KILOWATT

- POUNDS

-MEDICAL AIR

-MEDICAL VACUUM

- MANHOLE

-NITROGEN

-NITROUS OXIDE

- NORMALLY CLOSED

- NOT IN CONTRACT

- NORMALLY OPEN

- NON-POTABLE WATER

- NOT TO SCALE

- OUTSIDE DIAMETER

-OXYGEN

- PRESSURE REDUCING VALVE

- POUNDS PER SQUARE INCH

- POLYVINYL CHLORIDE PIPE

- ROOF DRAIN

- REDUCED PRESSURE BACKFLOW PREVENTOR

- SANITARY

- STORM DRAIN

- SQUARE FEET

- SHEET

- STORM

- OVERFLOW STORM DRAIN

- SOFT COLD WATER

- VENT

- VACUUM

- VACUUM CLEANING

- VENT THRU ROOF

- WALL CLEANOUT

- WATER

CA

AFF

AW

AV

BV

CB

CD

CFH

CO

CONT

CW

DI

DN

DS

DWG

EXIST

°F

FCO

FD

FOF

FOG

FOR

FOS

FOV

FS

G

GPH

GPM

GR

HB

HD

HW

HWR

IE

IW

KW

LBS

MA OR A

MV 0R V

MH

NI OR N

N20

NC

NIC

NO

NP

NTS

OD

OX OR O

PRV

PSI

PVC

RD

RPBP

SAN

SD

SF

SH

ST

STO

SW

V

VAC

VC

VTR

WCO

WTR

NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT

PLUMBING SYMBOL LEGEND

SYMBOL DESCRIPTION

P2.01

- ABOVE GROUND CONDENSATE DRAIN

- COMPRESSED AIRCA

- ACID VENTAV

- ACID WASTEAW

- BELOW GROUND ACID WASTEAW

CD

- BELOW GROUND CONDENSATE DRAINCD

DA

- DENTAL VACUUMDV

FOF

- FUEL OIL GAGEFOG

- FUEL OIL RETURNFOR

- FUEL OIL SUPPLYFOS

- DEIONIZED WATERDI

- FUEL OIL VENTFOV

- GASG

- KITCHEN WASTE (GREASE)GR

- MEDICAL COMPRESSED AIRMA

- MEDICAL VACUUMMV

- NITROGENN

- NITROUS OXIDEN20

- OXYGENOX

S

S

- SANITARY VENT

- ABOVE GROUND STORMST

- BELOW GROUND STORMST

- VACUUM (AIR)VAC

- BELOW GROUND OVERFLOW STORMSTO

- SOFT COLD WATERSW

- OVERFLOW STORM DRAINSTO

- WASTE OILWO

- WASTE OIL VENTWOV

- WATER METERM

- ROOF DRAIN

FS - FLOOR SINK

- CONNECT TO EXISTING

- DEMOLISH TO POINT INDICATED

• SCOPE OF WORK INDICATED HEREIN FOR THIS DISCIPLINE DOES NOT INDICATE

SPECIFIC REQUIREMENTS RELATED TO PHASING OF WORK, ALTHOUGH EVERY

EFFORT HAS BEEN MADE TO INCORPORATE SEQUENTIAL PHASES OF WORK AS

REQUESTED BY THE GOVERNMENT.

• PUBLIC AND STAFF ACCESS TO BUILDINGS 7, 107 AND 116 SHALL NOT BE

INTERRUPTED AT ANY TIME DURING CONSTRUCTION.

• CANTEEN, KITCHEN, AND GIFT SHOP NORMAL OPERATION SHALL NOT BE

INTERRUPTED AT ANY TIME DURING CONSTRUCTION.

• REFER TO SHEET GI 01.30 FOR FURTHER INFORMATION ON PROJECT PHASING

REQUIREMENTS

CONSTRUCTION PHASING/ PUBLIC AND

STAFF ACCESS/BUILDING OPERATIONS

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

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A lv in

C Y o rk

V A

I n te g ra te d H e a lt h

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P

M

P-PI-01

PLUMBING LEGENDS & NOTES TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

SHEET DESCRIPTION

P-PI-01 PLUMBING LEGENDS & NOTES

P-PI-02 PLUMBING SCHEDULES

P-PI-03 PLUMBING DETAILS

P-Pl-04 PLUMBING DETAILS

P-PD-00 BASEMENT - DEMOLITION PLAN - PLUMBING OVERALL

P-PD-01 GROUND FLOOR - DEMOLITION PLAN - GRAVITY - AREA A

P-PD-02 GROUND FLOOR DEMOLITION PLAN - GRAVITY - AREA B

P-PD-03 GROUND FLOOR DEMOLITION PLAN - PRESSURE - AREA A

P-PD-04 GROUND FLOOR DEMOLITION PLAN - PRESSURE - AREA B

P-PD-05 SECOND FLOOR - DEMOLITION PLAN - PLUMBING

P-PP-00 BASEMENT - NEW WORK PLAN - GRAVITY - OVERALL

P-PP-00B BASEMENT - NEW WORK PLAN - GRAVITY - AREA B

P-PP-0A1 UNDERGROUND - NEW WORK PLAN - GRAVITY - AREA A

P-PP-0B1 UNDERGROUND - NEW WORK PLAN - GRAVITY - AREA B

P-PP-01 GROUND FLOOR - NEW WORK PLAN - GRAVITY - OVERALL

P-PP-01A GROUND FLOOR - NEW WORK PLAN - GRAVITY - AREA A

P-PP-01B GROUND FLOOR - NEW WORK PLAN - GRAVITY - AREA B

P-PP-11 GROUND FLOOR - NEW WORK PLAN - PRESSURE - OVERALL

P-PP-11A GROUND FLOOR - NEW WORK PLAN - PRESSURE - AREA A

P-PP-11B GROUND FLOOR - NEW WORK PLAN - PRESSURE - AREA B

P-PP-22A SECOND FLOOR - PLUMBING - AREA A

P-PP-22B SECOND FLOOR - PLUMBING - AREA B

P-PP-33 ROOF PLAN PLUMBING OVERALL

P-PW-01 PLUMBING RISER - GRAVITY

P-PW-02 PLUMBING RISER - PRESSURE

Revisions: Date:

N/A

AMERICAN

STANDARD

PP-101 WATER CLOSET ADA - WALL HUNG, ELONGATED,

TOP SPUD, VITREOUS CHINA 1.28GPF MANUAL

AMERICAN

STANDARD

6047.821.002

MODEL DESCRIPTIONFIXTURE MFGMARK

BLDG1 PLUMBING FIXTURE SCHEDULE

FAUCET FLUSH VALVE

MFG MODEL MFG

N/A

PP-401

PP- 608

SEAT

MODEL MFG

1655SSCT BEMIS

CARRIER

MODEL MFG

STRAINER/TRAP

MODEL MFG

SUPPLIES

MODEL MFG

ZURN N/A Z1204

N/A N/A

N/A N/A

ZURN 1231

ZURN 1225 ELKAY

MODEL

NOTES

EZH2O BOTTLE FILLING STATION WITH SINGLE ADA COOLER,

NON-FILTERED REFRIGERATED LIGHT GRAY

MCGUIRE 8872

3351.101

EZS8WSLK

N/A N/A N/A

MCGUIRE LF158

INSTALL HANDLE ON WIDE SIDE OF

FIXTURE. EXTRA HEAVY DUTY

CARRIER, 750LBS.

FD-1 N/A N/A N/A N/A ZURN ZN-415-VP N/A N/A N/A N/A N/A N/A N/A N/A

N/A N/A

N/A N/AN/A N/A

FLOOR DRAIN (FINISHED AREAS) - NICKLE BRONZE DURA-

COATED CAST IRON BODY W/ BOTTOM OUTLET. VERIFY

ROUND OR SQUARE GRATE WITH ARCHITECT

PROVIDE ELECTRONIC TRAP PRIMER

AMERICAN

STANDARD

WALL HUNG, LAVATORY 4" CENTERS ADA - WRIST BLADE

HANDLES, GOOSE NECK, 1.5GPM NON-AERATOR

T&S BRASS B-1141-CR-B0199-29 MCGUIRE 2125PW MCGUIRE LF2165LK 0355.012

PROVIDE OFFSET DRAIN & SUPPLY/TRAP

COVERS/WRAPS. CHICAGO 131-CFMABRCF

THERMOSTATIC MIXING VALVE

PP-531 N/A N/A N/A N/A

PROVIDED WITH

CASEWORK

SOLID SURFACE, 3-HOLE 4" CENTER ADA, WRIST BLADE

HANDLES, GOOSE NECK, 1.5GPM NON-AERATOR

SOLID

SURFACE N/A N/A MCGUIRE MCGUIRE LF2165

STAINLESS STEEL WALL MOUNTED SERVICE SINK

23" x 18-1/2" x 12, 2-HOLE WALL FAUCET

GUY GREY

STAINLESS STEEL WASHING MACHINE

BOX W/ DRAIN. 1/2" SWEAT VALVES.

SHOWER ADA, GLIDE RAIL, VACUUM BREAKER, S.S. HOSE, GRAB BARS,

LEAD-FREE TEMPERATURE/PRESSURE BALANCING MIXING VALVE . DIV.

VALVE, SHOWERHEAD, HAND SHOWER WITH CHROME MOUNTING

BRACKET. SUPPLY ELBOW WITH QUICK DISCONNECT

ACORN

T&S BRASS

T&S BRASS B-2866-05CR-L15

PP- 808

PP-505 ELKAY ESS23122

B-1141-CR-B0199-29 2125PW

N/A N/A

PP- 812 GUY GREY

SSWB1

82171

SSIB1

88156

STAINLESS STEEL ICE MAKER BOX W/

QUARTER TURN VALVE

N/A N/A N/A N/AN/A N/A

N/A N/A N/A N/AN/A N/A

N/A N/A N/A N/A ZURN 1218

ELKAY LUSTERTONE CLASSIC STAINLESS STEEL 21-1/2" X 18-1/2" X 6"

SINGLE BOWL UNDERMOUNT ADA SINK, GOOSE NECK W/ WRIST BLADES.

PP-529 ELKAY ELUHAD191660 MCGUIRE 8902 MCGUIRE LF2165N/A N/A N/A N/A N/A N/A

ELKAY LKVR18-CU DRAIN. CHICAGO 131-

CFMABRCF THERMOSTATIC MIXING

VALVE. COPPER TUBING

RECOMMENDED BY CHICAGO FAUCET.

T&S BRASS B-2866-05CR-L15

ELKAY LUSTERTONE CLASSIC STAINLESS STEEL 23-1/2" X 18-1/4" X 6"

SINGLE BOWL UNDERMOUNT ADA SINK, GOOSE NECK W/ WRIST BLADES.

PP-528 ELKAY ELUHAD2115560 MCGUIRE 8902 MCGUIRE LF2165N/A N/A N/A N/A N/A N/A

N/A N/A N/A N/A N/A N/A N/A N/A SHOWER STALL PP- 705

PP- 708 GUARDIAN G1750BC-T N/A N/AEYE/FACE WASH, WALL MOUNTED SS BOWL AND COVER

CHROME PLATED TLPC AND P-TRAP

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

PROVIDE LEONARD TA-300-LF-STSTL-EXP

THERMOSTATIC MIXING VALVE.

WITH S.S. CABINET.

PROVIDE SHOWER DRAIN, WITH STAINLESS

STEEL GRATE. ANTISCALD SHOWER VALVE &

CONTROLS

SEE ARCHITECT

DRAWINGS

N/A N/A N/A N/A N/A N/A

N/A N/A N/A N/A N/A N/A

SV-16-CSH20-HHC15-

HHSH-HHGBC-GR30-

DIV-EVB-QD

PP-500

32"X32"X12" TERRAZZO BASIN WITH STAINLESS STEEL CAP

AND TILE FLANGES. SERVICE SINK FAUCET POLISHED

CHROME

STERN

WILLIAMS

SB-702 T&S BRASS B-0665-CR-BSTR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

PROVIDE 3" DRAIN WITH RUBBER GASKET.

HOSE & WALL HOOK. SS MOP HANGER &

SPLASH GUARDS.

N/A N/AT&S BRASS B-0669-CR-RGH

TP-1

PPP

PRECISION

PLUMBING

MPB-500-115V

WITH BOX

MINI-PRIME ELECTRONIC TRAP PRIMING MANIFOLD, 1

TO 4 FLOOR DRAINS. N/A N/A N/A N/AN/A N/A N/A N/A N/A N/A N/A N/A

PROVIDE D-814PC ACCESS DOOR.

PAINT TO MATCH WALL.

N/A N/A

CHICAGO 131-CFMABRCF THERMOSTATIC

MIXING VALVE. COPPER TUBING

RECOMMENDED BY CHICAGO FAUCET.

SCRUB SINK WITH SENSOR FAUCET, TMV AND PLUG-IN POWER

ADAPTER 2.0GPM . STAINLESS STEEL SINK 16GA. TYPE 304

FABRICATED SINK, 1-COMPARTMENT, 24" RIGHT & LEFT DRAINBOARDS,

BOWL SIZE 36" X 24" X 14" DEEP, 14 GAUGE 304 STAINLESS

STEEL, TILE EDGE SPLASH, ROLLED EDGE, 8" OC FAUCET HOLES,

STAINLESS STEEL 1" ADJUSTABLE STAINLESS STEEL BULLET FEET,

OVERALL 29-1/2" F/B X 84" L/R, NSF. PRE-RINSE WAL MOUNT FAUCET

PP-530

PP-540 ADVANCE TABCO FS-1-3624-24RL MCGUIRE 8902 MCGUIRE LF2165N/A N/A N/A N/A N/A N/A

JUST

TD-1 N/A N/A N/A N/A ZURN Z880-E1 N/A N/A N/A N/A N/A N/A N/A N/A

ZURN Z880 2 1/2" WIDE TRENCH DRAIN SYSTEM SHALL BE 48" LONG AND

DRAIN SHALL BE 3"DEEP. DRAIN SHALL BE MADE OF (HDPE) HIGH DENSITY

POLYETHYLENE. STAINLESS STEEL DECOR GRATE. HEEL PROOF

PROVIDE ELECTRONIC TRAP PRIMER. NO-

HUB END OUTLET. PROVIDE P-TRAP WITH

TRAP PRIMER CONNECTION.

TD-2

NOTES:

1. T&S BRASS FAUCET IS FACILITY STANDARD. RATED FOR 180 DEGREE HOT WATER.

2. PROVIDE CHICAGO 131-CFMABRCF MAX TEMP. RATING 200 DEGREES (F),THERMOSTATIC MIXING VALVES. 180 DEGREE HOT WATER

TO BE USED TO FLUSH SYSTEM IF LEGIONELLA IS DETECTED. DO NOT INSTALL WITH BRAIDED STAINLESS STEEL HOSES.

3. SYMMONS SHOWER VALVES IS FACILITY STANDARD.

CLEANOUTS:

1. PROVIDE ZURN ZN-1400-VP NICKLE BRONZE FLOOR CLEANOUTS OR EQUAL. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR TYPES.

2. PROVIDE ZURN Z-1445 WALL CLEANOUTS OR EQUAL.

3. PROVIDE ZANB-1460 NICKLE BRONZE WITH SS COVER WALL ACCESS DOORS OR EQUAL.

PP-201

PP-202

AMERICAN

STANDARD

AMERICAN

STANDARD

AMERICAN

STANDARD

PP-102

INSTALL HANDLE ON WIDE SIDE OF

FIXTURE. EXTRA HEAVY DUTY

CARRIER, 750LBS.

N/AWATER CLOSET ADA - WALL HUNG, ELONGATED,

TOP SPUD, VITREOUS CHINA 1.28GPF MANUAL

AMERICAN

STANDARD

6047.821.002 N/A 1655SSCT BEMIS ZURN N/A Z12043351.101 N/A N/A N/A

N/A

AMERICAN

STANDARD

6045.013.002 N/A ZURN N/A Z12216590001EC.020 N/A N/A N/A

N/AURINAL WALL HUNG,TOP SPUD, VITREOUS 0.125GPF MANUAL

AMERICAN

STANDARD

6045.013.002 N/A ZURN N/A 6590001EC.020 N/A N/A N/A

N/A N/A

N/A N/A

URINAL ADA - WALL HUNG,TOP SPUD, VITREOUS 0.125GPF MANUAL

Z1221

J-770-1-S JUST JSGN-8-AC

JUST J-35-SS

MCGUIRE LF2165N/A N/A N/A N/A N/A N/A

CHICAGO 131-CFMABRCF THERMOSTATIC

MIXING VALVE. COPPER TUBING

RECOMMENDED BY CHICAGO FAUCET.

JUST JT-150

PROVIDE ELECTRONIC TRAP PRIMER. NO-

HUB END OUTLET. PROVIDE P-TRAP WITH

TRAP PRIMER CONNECTION. X-RAY SLAB

TO DETERMINE IF SLOPED OR NEUTRAL

TRENCH DRAIN CAN BE INSTALLED. FLOOR

DRAINS (STAINLESS STEEL) ARE AN OPTION

IF TRENCH DRAINS CANNOT BE INSTALLED.

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

ELKAY LKVR18-CU DRAIN. CHICAGO 131-

CFMABRCF THERMOSTATIC MIXING

VALVE. COPPER TUBING

RECOMMENDED BY CHICAGO FAUCET.

T&S BRASS B-2862

ELKAY CROSSTOWN 18 GAUGE STAINLESS STEEL 33" X 22" X 6", DOUBLE

BOWL UNDERMOUNT ADA SINK, SWIVEL GOOSE NECK W/ WRIST BLADES.

PP-501 ELKAY ECTSRAD33226TBG ELKAY

MCGUIRE

LK35

MCGUIRE LF2165N/A N/A N/A N/A N/A N/A

T&S BRASS MPZ-8WCN-06

PRE-RINSE MIX FAUCET WITH 24" FLEX HOSE

WITH ADD-ON 6" SWING FAUCET. PROVIDE

SIGN :WARNING 140 DGREE HOT WATER.

T&S BRASS B-2866-05CR-L15

ELKAY CUVERRO ANTIMICROBIAL COPPER 25" X 22" X 6"

SINGLE BOWL DROP-IN ADA SINK, GOOSE NECK W/ WRIST BLADES.PP-550 ELKAY LRAD252260-CU MCGUIRE 8902 MCGUIRE LF2165N/A N/A N/A N/A N/A N/A

ELKAY LKVR18-CU DRAIN. CHICAGO 131-

CFMABRCF THERMOSTATIC MIXING

VALVE. COPPER TUBING

RECOMMENDED BY CHICAGO FAUCET.

PROVIDE ELKAY LK53 DRAIN FITTING END

OUTLET FOR 2-COMP SINKS

ZURN ZS890-E1

CHANNELS SHALL BE 5' LONG, 7" WIDE CHANNEL WITH 6" SS GRATE AND

HAVE A 4" WIDE THROAT. MODULAR CHANNEL SECTIONS SHALL BE MADE

OF 16-GAUGE 304 STAINLESS STEEL AND SHALL BE PROVIDED WITH A

GASKET FOR FLANGED CONNECTIONS. CHANNEL SHALL BE

PROVIDED EITHER FLAT (NEUTRAL) OR WITH A 1.04% PRE-SLOPE. SPECIFY

DEPTH OF TRENCH DRAIN AFTER FLOOR IS X-RAYED.

FS-1 N/A N/A N/A N/A ZURN ZN-1910-P-2 N/A N/A N/A N/A N/A N/A N/A N/A

SANI-FLOR RECEPTOR 8" X 8" X 6" DEEP CAST IRONBODY AND SQUARE,

MEDIUM-DUTY GRATE WITH 7/16" SLOTTED OPENINGS,WHITE ACID

RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, COMPLETE WITH

WHITE ABS ANTI-SPLASH INTERIOR BOTTOM DOME STRAINER, HALF GRATE

PROVIDE ELECTRONIC TRAP PRIMER

WH-1 WOODFORD 65CH

AUTOMATIC DRAINING,FREEZELESS WALL HYDRANTS WITH

SINGLE CHECK HOSE CONNECTION ANTI-SIPHON VACUUM

BREAKERS, CHROME FINISH.

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

HB-1 PRIER P-166NP75

EXPOSED PIPE ANGLE SILL FAUCET, METAL HANDLE OR OPERATING

KEY ON LOOSE KEY VANDAL PROOF, VACUUM BREAKER BACKFLOW

DOUBLE CHECK VALVE , SATIN NICKEL FINISH

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

RH-1 PRIER P-RH4

SANITARY ROOF HYDRANT , LEAD FREE, NO DRAIN REQUIRED

WITH MOUNTING BRACKET.

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

HOT WATER RECIRCULATING PUMP SCHEDULE

STEAM TO WATER HEATER SCHEDULE

TYPE

MOTOR(HP)

MOTOR(VOLTS/PHASE/HERTZ)

MODEL NUMBER

MANUFACTURER

RP-1MARK

CAPACITY(GPM)

HEAD(FEET)

INLINE

1/6

208/1/60

BELL & GOSSETT

ECOCIRC XL 36-45

PUMPS TO HAVE VARIABLE FREQUENCY DRIVES AND SHALL BE

MONITORED BY THE BUILDING MANAGEMENT SYSTEM.

MBTUH OUTPUT

15STEAM PRESSURE(PSI)

MARK HE-1

HESCOMANUFACTURER

MODEL NUMBER

SIZE(W"xL"xH") 30"x60"x88"

CONTROL CIRCUIT 120/1/60

CONTROL VALVE TYPE

GALLON PER MINUTE

STORAGE(GALLONS)

DELIVERY TEMP(°F)

NA

1390STEAM LB/HR

MAX. 180° SEE V.A. GUDIELINES FOR LEGIONELLA DIRECTIVE

NOTES:

PROVIDE SPARE HEAT EXCHANGER TEMP. CONTROL VALVE REPAIR KIT, ELECTRONIC TEMP. MONITOR PACKAGE AND BACNET GATEWAY.

NORMAL TEMP RANGE IS 135 TO 140 DEGREES. STEAM WATER HEATER NEEDS TO PROVIDE 180 DEGREES PER V.A. LEGIONELLA GUIDELINES.

NEW STEAM WATER HEATER TO BE MONITORED BY THE BUILDING MANAGEMENT SYSTEM.

REFER TO MECHANICAL SHEET M-MI-02, SEE WATER HEATER CONTROL DETAIL.

HEATER WILL BE MOUNTED ON A STEEL SUPPORT SKID AND WILL HAVE LIFTING LUGS. HEATER WILL BE INSULATED WITH 3" FIBERGLASS PROTECTED BY AN ENAMELED METAL JACKET, 20 GAUGE THICKNESS. HEATER WILL BE FACTORY ASSEMBLED

AND PIPED INCLUDING:

1. INCOMING STEAM STRAINER

2. ELECTRIC OPERATED TEMPERATURE REGULATOR

3. STEAM TRAP

4. SINGLE WALL TUBE BUNDLE, SEAMLESS STAINLESS STEEL.

5. AIR TANK CIRCULATOR

6. ASME PRESSURE- TEMPERATURE RELIEF VALVE

7. WATER PRESSURE GAUGE AND STEAM PRESSURE GAUGE

8. LOVE DIGITAL CONTROL MODULE THAT INCLUDES THE FOLLOWING FUNCTIONS WITH INDIVIDUAL PILOT LIGHTS:

LED TOUCH SCREEN DISPLAY WITH BUILT IN ON-OFF SWITCH, REMOTE START-STOP, ALARM HORN WITH ALARM SILENCE BUTTON, POWER ON, PRIMARY HIGH LIMIT, AND SECONDARY HIGH LIMIT. MODULE WILL HAVE BUILT IN PID CONTROL SIGNAL WITH LED DISPLAY OF SET POINT AND OPERATING TEMPERATURE READ OUT AND CONTACTS FOR BUILDING AUTOMATION SYSTEM, BUILT

IN MODBUS RTU. NOTE: PID CONTROL SIGNAL IS NOT FUNCTIONAL WHEN USING A PILOT

OPERATED VALVE WITH A SELF CONTAINED TEMPERATURE PILOT.

9. DOUBLE SAFETY SYSTEM

10. VACUUM BREAKER

GALLON PER MINUTE AT 135 or 140 DEGREES.

ELECTRONICALLY OPERATED

RP-2

INLINE

1/6

208/1/60

BELL & GOSSETT

ECOCIRC XL 36-45

HE-2

HESCO

120/1/60

MAX. 180°

ELECTRONICALLY OPERATED

HE-3

HESCO

120/1/60

MAX. 180°

ELECTRONICALLY OPERATED

HI-CC-30-SST-80/140-15-V-SW-E-20-DSS-150

1390 2064

NA NA

HI-CC-20-SST-80/140-15-V-SW-E-20-DSS-150HI-CC-20-SST-80/140-15-V-SW-E-20-DSS-150

SUMP PUMP SCHEDULE

TYPE

MOTOR(HP)

MOTOR(VOLTS/PHASE/HERTZ)

MODEL NUMBER

MANUFACTURER

SP-1MARK

CAPACITY(GPM)

HEAD(FEET)

INLINE

1/2

208/1/60

BOESCH

BC-50

PUMP AND HIGH WATER ALARM SHALL BE MONITORED BY THE BUILDING MANAGEMENT SYSTEM.

PROVIDE 24"X24"X36" DEEP BASIN WITH TRAFFIC COVER.

30"x60"x88" 60"x60"x75"

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

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A lv in

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V A

I n te g ra te d H e a lt h

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P-PI-02

PLUMBING SCHEDULES TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY PLUMBING

CODE, ALL SUPPY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS

CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I SIZE C FOR 1" OR

LARGER WATER SUPPLY TO FIXTURES, P.D.I SIZE B FOR ALL 3/4"

SUPPLY AND P.D.I SIZE 1/2" SUPPY

WATER HAMMER ARRESTOR SCHEDULE:

P.D.I. = PLUMBNG AND DRAINAGE INSTITUE STANDARD WH-201

NOT TO SCALE

METAL PIPE THROUGH GYPSUM WALL ASSEMBLY (1-HR.)

INSTALL PER UL SYSTEM W-L-1054

USE HILTI FS-ONE MAX FIRESTOP SEALANT

METAL PIPE

TYPE MAX. DIA.

STEEL PIPE (SCH. 10

OR HEAVIER)

30"

CAST IRON PIPE 30"

COPPER PIPE 6"

STEEL CONDUIT 6"

EMT 4"

TYPICAL WHEELCHAIR LAVATORY DETAIL

NTS

FAUCET

SEE

SPECIFICATIONS

LAMINAR FLOW

CONTROL DEVICE

OFFSET

WASTE

TRAP

PARALLEL

TO WALL

LOOSE

KEY STOP

ESCUTCHEON

FINISHED

FLOOR

[8 m m

[200mm]

[2 m m

F O R

F

IX

TU

R E

H E

IG

H

TS

S E E

A R C H

IT

E C

TU

R A L D R A W

IN

G S

PROVIDE

COVER FOR

EXPOSED

PIPING

NOTE:

8"

NOT TO SCALE

METAL PIPE THROUGH GYPSUM WALL ASSEMBLY (2-HR.)

INSTALL PER UL SYSTEM W-L-1054

USE HILTI FS-ONE MAX FIRESTOP SEALANT

METAL PIPE

TYPE MAX. DIA.

STEEL PIPE (SCH. 10

OR HEAVIER)

30"

CAST IRON PIPE 30"

COPPER PIPE 6"

STEEL CONDUIT 6"

EMT 4"

Notes:

1. Refer to the following specifications for firestopping.

a. 07 84 00 Firestopping

b. 07 84 13 Penetration Firestopping

c. 22 00 00 Plumbing

d. 23 00 00 HVAC

e. 26 00 00 Electrical

f. 27 06 37 Communication

For Quality Control requirements, refer to the Quality Control portion of the specification.

2. Details shown are typical details, containing general information only. Always refer to the full UL system detail for complete system requirements. If field conditions do not match requirements of details, approved alternate details shall be utilized. Design requirements, field conditions and dimensions need to be verified for compliance with the details, including but not limited to the following:

* Fire Rating (F-Rating)

* Temperature Rating (T-Rating)

* Leakage Rating (L-Rating)

* Water Rating (W-Rating)

* Annular Space

* Percent Fill

* Movement

* Type and thickness of fire-rated construction.

3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings are acceptable.

Contact Hilti Inc. for alternative systems or Engineering Judgment (800-879-8000) Drawings shall follow the International

Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments.

4. References:

* 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2

* NFPA 101 Life Safety Code

* NFPA 70 - National Electric Code

* All governing local and regional building codes

5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire rating equal to that of construction being penetrated.

6. All rated through-penetration assemblies shall be prominently labeled with a Hilti Firestop Label equipped with a QR code with the following information:

*Warning! - Do Not Disturb *Through Penetration Firestop System

* UL System # * Product(s) used

* Hourly Rating (F-Rating)

* Installation Date *Contractor's Name

7. For outlet boxes requiring protection, use only Wall Opening

Protective Materials, category CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.)

65 87

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T V

H S

A lv in

C Y o rk

V A

I n te g ra te d H e a lt h

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/1

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:1

:1

P

M

P-PI-03

PLUMBING DETAILS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

TRAPEZE HANGER

No Scale

TYPICAL ALL-THREAD

CONTINUOUS, ONE PIECE

HANGER ROD. COUPLING

OF RODS IS NOT PERMITTED

TYPICAL DOUBLE NUT WITH SINGLE

WASHER. TYPICAL

BOTH SIDES OF STRUT

TYPICAL 12 GAUGE

CHANNEL STRUT WITH

SLOTS

TYPICAL GALVANIZED

SHEET METAL SADDLE.

REFER TO SPECIFICATIONS

TYPICAL PIPING INSULATION.

DO NOT CRUSH

TYPICAL STRUT MOUNTED

PIPE STRAP

NOTE

LENGTH AS REQUIRED BY

NUMBER OF PIPES AND SIZES

REQUIRED

NOTE:

1. REFER TO SPECIFICATIONS AND FLOOR PLANS FOR

2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER,

AND PIPE STRAPS SHALL BE OF GALVANIZED

PLATED MATERIALS

INSULATED PIPE HANGER

No Scale

(SEE SPECS.)

PIPE HANGER

PIPE SADDLE W/FLARED ENDS

GALVANIZED SHEETMETAL

1'-0"

INSULATED PIPE

WATER CLOSET

No Scale

THE HANDLE OF THE FLUSH VALVE

SHALL FACE THE WIDE SIDE OF

THE STALL (NO EXCEPTIONS).

WATER SUPPLY

VENT LINE

CARRIER

SAN. LINE

CONCRETE ANCHOR

WATER CLOSET

GRAB BAR (BY OTHERS)

SOLID RING PIPE SUPPORT (2 REQUIRED)

FLUSH VALVE (MAX. 44" AFF FOR HANDLE OPERATION)

FINISHED WALL

W A

T E

R C

LO

S

E T

S E

A T

A F

F

TRAP PRIMER

No Scale

TO SLAB

SECURED

CARRIER

PIPING THRU SLAB

SLEEVE AND SEAL

TUBING

SOFT COPPER

1/2" TYPE K

CONNECTION

TRAP PRIMER

P-TRAP

FINISHED FLOOR

ADJUSTABLE STRAINER

FLOOR DRAIN WITH

26"

31" TO 34"

VARIES FROM

TRAP PRIMER LINE.

ESCUTCHEON (2 REQUIRED)

CHROME PLATED WALL

CARRIER DESIGN FOR 250 LB. STATIC LOAD

WALL MOUNTED LAVATORY WITH CONCEALED ARM

LINE TO FIXTURE

COLD WATER SUPPLY

PLUMBING WALL CHASE

WALL CLEANOUT

No Scale

TEST TEE

THREADED CLEANOUT PLUG

ACCESS COVER AND FRAME

FINISHED WALL SURFACE

NOT TO SCALE

METAL PIPE THROUGH CONCRETE FLOOR (2-HR.)

INSTALL PER UL SYSTEM C-AJ-1226

USE HILTI FS-ONE MAX FIRESTOP SEALANT

SLEEVE OPTIONAL

METAL PIPE

TYPE MAX. DIA.

STEEL PIPE (SCH. 10

OR HEAVIER)

30"

CAST IRON PIPE 30"

COPPER PIPE 6"

STEEL CONDUIT 6"

EMT 4"

6 45

7 RECIRCULATING PUMP

No Scale

UNION

F

LO

W

AQUASTAT(IF REQUIRED BY

CODE) FOR CONTROL OF PUMP

INLINE RECIRCULATING PUMP

SEE PUMP SCHEDULE

GAUGE COCK

CHECK VALVE

TEMPERATURE GAUGE

GATE (OR BALL) VALVE

PIPE TO

SYSTEM

PRESSURE

GAUGE W/

PET COCK

(TYP)

PIPE

FROM

SYSTEM

NORMALL

Y OPEN

NORMALLY OPEN

UNION

CHECK VALVE

THERMOSTATIC BALANCING VALVE

BALANCING VALVE ASSEMBLY

No Scale

STEAM WATER HEATER

No Scale

SEE FLOOR PLAN FOR PIPE SIZES

EXPANSION TANK

BALANCING VALVE

VACUUM RELIEF VALVE

RECIRCULATION PUMP

FLOOR DRAIN WITH FUNNEL

CONDENSATE

STEAM

BALL VALVE

CONDENSATE TRAP W/VACUUM

BREAKER

STEAM SUPPLY LINE CONDENSATE TRAP

Y STRAINER

STEAM VALVE

HEATER

WATER

DRAINPAN

FULL SIZE OF RELIEF VALVE

DRAIN VALVE

T & P RELIEF VALVE

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

B

IM

/T V

H S

A lv in

C Y o rk

V A

I n te g ra te d H e a lt h

/1

-P

L U

M B

-T V

H S

A C

Y V

A M

C I n te g ra te d

H e a lt h

C e n te r- R

.r v t

/1

/2

:1

:2

P

M

P-Pl-04

PLUMBING DETAILS TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

ELECTRONIC TRAP PRIMER

No Scale

4' -0

FLOOR DRAIN

P-TRAP

4 TO 30

FLOOR

DRAINS

BALL VALVE

3/4" COLD WATER

FINISH FLOOR

1/2" TYPE "K" SOFT SEAMLESS COPPER

WITH NO JOINTS BELOW FLOOR SLAB.

SLOPE AT 1/8" PER FOOT MINIMUM TO

FLOOR DRAIN CONNECTION.

120/1/60 ELECTRICAL

CONNECTION

ELECTRONIC TRAP PRIMING MANIFOLD

SUITABLE FOR 4 TO 30 FLOOR DRAINS.

COMPLETE WITH CIRCUIT BREAKER,

TIMER, BALL VALVE, SOLENOID VALVE &

VACUUM BREAKER COMPLETLY MOUNTED

IN STEEL CABINET ENCLOSURE.

(PRECISION PLUMBING PRODUCTS

PT-4 THRU PT-30)

SOLENOID VALVE

24-HOUR TIME CLOCK

WITH TEST AND

OVERRIDE BUTTONS.

VACUUM BREAKER

GALVANIZED STEEL

CABINET

HIGH WATER ALARM

PUMP ON

PUMP OFF

INSPECTION COVER

FLOOR COVER

DISCHARGE

SWITCH PLATE

BASIN COVER

BASIN

GATE VALVE

CHECK VALVE

TO CONTROL PANEL

FINISH FLOOR

PUMP CONTROL PANEL

INLET, SEE PLANS FOR SIZE

CONCRETE BASE

SUBMERSIBLE

SUMP PUMP

PUMP DISCHARGE

SECTION PLAN

SUMP PUMP

No Scale

EXISTING MECHANICAL

ROOM TO REMAIN.

EXISTING UTILITY TUNNEL

EXISTING POOL

TO BE REMOVED.

EXISTING CRAWLSPACE

EXISTING CRAWLSPACE

REMOVE EXISTING

HOT WATER AND HOT

WATER RETURN LINES

IN TUNNEL THAT SERVED

EXISTING MECHANICAL ROOM.

REMOVE EXISTING

HOT WATER AND HOT

WATER RETURN LINES

IN TUNNEL THAT SERVED

EXISTING MECHANICAL ROOM.

REMOVE EXISTING

HWR RECIRC PUMP.

INSTALL NEW KITCHEN

STEAM WATER PRIOR

TO DEMO.

NOTE:

NEW KITCHEN STEAM WATER HEATER

TO BE OPERATIONAL AND SERVING

EXISTING CANTEEN AREA PRIOR TO

DEMOLITION WORK.

REMOVE EXISTING FLOOR DRAINS.

FIELD VERIFY PIPE LOCATION AND CAP.

SLAB TO BE SLOPED TO CENTER OF

SPACE .

EXISTING SANITARY

TO REMAIN.

EXISTING CW

PIPING TO REMAINEXISTING CW

PIPING TO REMAIN

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

KEYPLAN

AREA A

AREA B

OUT OF

SCOPE

B

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:2

:4

P

M

P-PD-00

BASEMENT - DEMOLITION PLAN -

PLUMBING OVERALL

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

0 8' 16' 32'4'

1/16" = 1'-0"

1 BASEMENT OVERALL - PLUMBING DEMO

1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE

TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING

CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION.

FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY

LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION.

PROVIDE ALL REQUIRED DEMOLITION WHETHER

SHOWN ON THE PLANS OR NOT. COORDINATE WITH

THE ARCHITECTURAL DRAWING FOR ITEMS NOT

INDICATED. COORDINATE DEMOLITION OF EXISTING

PIPING WITH NEW WORK. PIPING CONNECTING TO

AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT TO

BE DISCONNECTED UNTIL AFTER NEW PIPING IS

INSTALLED. COORDINATE SYSTEM SHUT DOWNS WITH

THE FACILITY PRIOR TO DEMOLITION.

2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE

DISPOSED OF OR TURNED OVER TO THE OWNER AT

THE OWNER'S DISCRETION.

3. ALL WATER PIPING INDICATED ON THIS DRAWING IS

LOCATED IN THE CEILING SPACE OR WALL SPACES

UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE

CONSTRUCTION.

4. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND

LOAD BEARING WALLS. THE WALL OR FOOTING BELOW

IS NOT TO BE DESTROYED.

5. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS

REQUIRED TO FACILITATE PLUMBING RENOVATION.

SEE ARCHITECTURAL DRAWINGS FOR PATCHING

DETAILS.

6. LOCATE EXISTING EXTERIOR WALL HYDRANTS.

INSPECT AND BE SURE WALL HYDRANTS ARE

OPERATIONAL. REPLACE AS NEEEDED.

GENERAL PLUMBING NOTES GENERAL GRAVITY

DEMOLITION NOTES

1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE

TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING

CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION.

FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY

LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION.

PROVIDE ALL REQUIRED DEMOLITION WHETHER SHOWN

ON THE PLANS OR NOT. COORDINATE WITH THE

ARCHITECTURAL DRAWING FOR ITEMS NOT INDICATED.

COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW

WORK. PIPING CONNECTING TO AREAS OUTSIDE OF

RENOVATED SPACE SHALL NOT TO BE DISCONNECTED

UNTIL AFTER NEW PIPING IS INSTALLED. COORDINATE

SYSTEM SHUT DOWNS WITH THE FACILITY PRIOR TO

DEMOLITION. REFER TO WARD-1A DESIGN DRAWINGS AS

A SOURCE OF INFORMATION FOR EXISTING CONDITIONS.

2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE

TURNED OVER TO THE OWNER, OR DISPOSED OF AT THE

OWNER'S DISCRETION.

3. ALL VENT PIPING INDICATED ON THIS DRAWING IS

LOCATED IN THE CEILING SPACE OR WALL SPACES

UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE

CONSTRUCTION.

4. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS

LOCATED BELOW THE FLOOR SLAB OR WALL CHASE

UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING

SANITARY AND VENT RISERS FROM FLOOR ABOVE TO

WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT

LOCATION AND PROVIDE REQUIRED OFFSET TO

FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE

FLOORS ABOVE AND BELOW.

5. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND

LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS

NOT TO BE DESTROYED.

6. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING

TO REMAIN UNLESS OTHERWISE NOTED. FIELD VERIFY

ROUTING OF EXISTING PIPING BEFORE CONSTRUCTION

BEGINS. EXISTING RAIN WATER PIPING LOCATED IN

WALLS TO BE REMOVED SHALL BE REROUTED OVER

HEAD TO A NEW WALL LOCATION AND RECONNECTED TO

THE UNDERGROUND STORM.

7. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS

REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE

ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS.

8. INSPECT EXISTING UNDERGROUND SANITARY AND

STORM PIPING. IF UNDERGROUND PIPING BELOW THE

SLAB IS NOT SERVICEABLE. CONTACT THE DIRECTOR OF

CONSTRUCTION AT FACILITY FOR FURTHER DIRECTIONS.

9. REPLACE THE EXISTING UNDERGROUND SANITARY OR

STORM PIPING ROUTED BETWEEN THE BUILDING AND

EXISTING MANHOLES, IF IT DETERMINED THE EXISTING

MAINS ARE NOT OPERATIONAL AFTER INSPECTION.

EXISTING POOL EQUIPMENT AND

ACCESSORIES TO BE REMOVED.

Revisions: Date:

BASEMENT MECHANICAL ROOM. EXISTING EQUIPMENT TO BE REMOVED. BASEMENT MECHANICAL ROOM. TUNNEL ACCESS. BASEMENT MECHANICAL ROOM. EXISTING EQUIPMENT TO BE REMOVED.

BASEMENT MECHANICAL ROOM. REMOVE EXISTING FLOOR DRAINS.

UP

STAIRS

EX. 4"

VTR

2 2

1 1

REMOVE EXISTING SINK.

EXISTING STORM

EXISTING UNDERGROUND

STORM TO REMAIN.

EXISTING STORM

TO REMAIN. STORM

PIPE UP TO ROOF

DRAIN TO REMAIN.

DETERMINE IF NEW DRAINS

CAN BE INSTALLED

BEFORE REMOVING

EXISTING FLOOR DRAINS.

X-RAY EXISTING SLAB.

REMOVE

AND CAP

SANITARY.

EXISTING

STORM TO

REMAIN.

EXISTING

STORM TO

REMAIN.

NOTE:

SEE CIVIL PLAN FOR NEW SITE SANITARY

AND STORM PIPING.

NOTE:

CONTRACTOR TO FIELD VERIFY EXISTING

STORM PIPE ROUTING AND PIPE SIZE UP TO

EXISTING ROOF DRAINS. REMOVE EXISTING

STORM PIPING ABOVE GRADE. ESTIMATED

300 FEET OF PIPE AND ACCESSORIES.

EXISTING STORM

TO REMAIN. STORM

PIPE UP TO ROOF

DRAIN TO REMAIN.

EXISTING UNDERGROUND

STORM TO REMAIN.

CONTRACTOR TO INSPECT

EXISTING UNDERGROUND

STORM PIPING TO BE SURE

IT IS OPERATIONAL.

EXISTING

STORM

NOTE:

REMOVE EXISTING VENT PIPING ABOVE THE

CEILING. CAP VENT LINES CLOSE TO EXISITING

VENT TROUGH ROOF LOCATIONS. ESTIMATED

250 FEET OF PIPING AND ACCESSORIES.

CONTRACTOR TO FIELD VERIFY AND X-RAY EXISITNG MECHANICAL ROOM FLOOR

SLAB TO LOCATE EXISTING PIPING AND UTILITIES TO DETERMINE IF NEW FLOOR

DRAINS OR TRENCH DRAINS CAN BE INSTALLED. FIELD VERIFY EXACT LOCATION

FOR NEW DRAINS AND EXISTING DRAIN PIPING. CURRENTLY THERE ARE NOT

ADEQUATE DRAINS IN THIS SPACE.

UTILITY TUNNEL

LOCATED BELOW.

21 1

EXISTING

6" STORM

EXISTING

6" STORM

UTILITY TUNNEL

LOCATED BELOW.

CAP

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

KEYPLAN

AREA A

OUT OF

SCOPE

B

IM

/T V

H S

A lv in

C Y o rk

V A

I n te g ra te d H e a lt h

/1

-P

L U

M B

-T V

H S

A C

Y V

A M

C I n te g ra te d

H e a lt h

C e n te r- R

.r v t

/1

/2

:1

:0

P

M

P-PD-01

GROUND FLOOR - DEMOLITION

PLAN - GRAVITY - AREA A

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

0 4' 8' 12'

1/8" = 1'-0"

1 GROUND FLOOR - GRAVITY DEMO - AREA A

GENERAL GRAVITY

DEMOLITION NOTES

1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE

TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING

CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION.

FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY

LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION.

PROVIDE ALL REQUIRED DEMOLITION WHETHER SHOWN

ON THE PLANS OR NOT. COORDINATE WITH THE

ARCHITECTURAL DRAWING FOR ITEMS NOT INDICATED.

COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW

WORK. PIPING CONNECTING TO AREAS OUTSIDE OF

RENOVATED SPACE SHALL NOT TO BE DISCONNECTED

UNTIL AFTER NEW PIPING IS INSTALLED. COORDINATE

SYSTEM SHUT DOWNS WITH THE FACILITY PRIOR TO

DEMOLITION. REFER TO WARD-1A DESIGN DRAWINGS AS

A SOURCE OF INFORMATION FOR EXISTING CONDITIONS.

2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE

TURNED OVER TO THE OWNER, OR DISPOSED OF AT THE

OWNER'S DISCRETION.

3. ALL VENT PIPING INDICATED ON THIS DRAWING IS

LOCATED IN THE CEILING SPACE OR WALL SPACES

UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE

CONSTRUCTION.

4. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS

LOCATED BELOW THE FLOOR SLAB OR WALL CHASE

UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING

SANITARY AND VENT RISERS FROM FLOOR ABOVE TO

WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT

LOCATION AND PROVIDE REQUIRED OFFSET TO

FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE

FLOORS ABOVE AND BELOW.

5. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND

LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS

NOT TO BE DESTROYED.

6. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING

TO REMAIN UNLESS OTHERWISE NOTED. FIELD VERIFY

ROUTING OF EXISTING PIPING BEFORE CONSTRUCTION

BEGINS. EXISTING RAIN WATER PIPING LOCATED IN

WALLS TO BE REMOVED SHALL BE REROUTED OVER

HEAD TO A NEW WALL LOCATION AND RECONNECTED TO

THE UNDERGROUND STORM.

7. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS

REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE

ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS.

8. INSPECT EXISTING UNDERGROUND SANITARY AND

STORM PIPING. IF UNDERGROUND PIPING BELOW THE

SLAB IS NOT SERVICEABLE. CONTACT THE DIRECTOR OF

CONSTRUCTION AT FACILITY FOR FURTHER DIRECTIONS.

9. REPLACE THE EXISTING UNDERGROUND SANITARY OR

STORM PIPING ROUTED BETWEEN THE BUILDING AND

EXISTING MANHOLES, IF IT DETERMINED THE EXISTING

MAINS ARE NOT OPERATIONAL AFTER INSPECTION.

1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE

TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING

CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION.

FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY

LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION.

PROVIDE ALL REQUIRED DEMOLITION WHETHER

SHOWN ON THE PLANS OR NOT. COORDINATE WITH

THE ARCHITECTURAL DRAWING FOR ITEMS NOT

INDICATED. COORDINATE DEMOLITION OF EXISTING

PIPING WITH NEW WORK. PIPING CONNECTING TO

AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT TO

BE DISCONNECTED UNTIL AFTER NEW PIPING IS

INSTALLED. COORDINATE SYSTEM SHUT DOWNS WITH

THE FACILITY PRIOR TO DEMOLITION.

2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE

DISPOSED OF OR TURNED OVER TO THE OWNER AT

THE OWNER'S DISCRETION.

3. ALL WATER PIPING INDICATED ON THIS DRAWING IS

LOCATED IN THE CEILING SPACE OR WALL SPACES

UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE

CONSTRUCTION.

4. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND

LOAD BEARING WALLS. THE WALL OR FOOTING BELOW

IS NOT TO BE DESTROYED.

5. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS

REQUIRED TO FACILITATE PLUMBING RENOVATION.

SEE ARCHITECTURAL DRAWINGS FOR PATCHING

DETAILS.

6. LOCATE EXISTING EXTERIOR WALL HYDRANTS.

INSPECT AND BE SURE WALL HYDRANTS ARE

OPERATIONAL. REPLACE AS NEEEDED.

GENERAL PLUMBING NOTES

KEY NOTES THIS SHEET ONLY

1. REMOVE EXISITNG LAVATORY AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO VTR.

2. REMOVE EXISITNG WATER CLOSET AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO VTR.

3. REMOVE EXISTING URINAL AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO VTR.

4. REMOVE EXISTING MOP SINK AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO NEAREST VTR.

5. REMOVE EXISTING FLOOR DRAIN. REMOVE VENT PIPING BACK TO NEAREST VTR. PATCH FLOOR SLAB.

6. REMOVE EXISITNG SANITARY PIPING TO THIS POINT. CAP SANITARY BELOW THE SLAB or IN TUINNEL BELOW.

7. RELOCATE EXISTING 4" D/S DRAIN LINE. FIELD VERIFY EXISTING CONDITIONS.

8. REMOVE EXISTING VENT PIPE TO THIS POINT. REPLACE EXISTING VTR AS NEEDED.

9. REMOVE EXISTING STORM PIPING IN WALL UP TO EXISTING ROOF DRAINS. REFER TO CIVIL PLANS.

Revisions: Date:

EXISTING BACK OF STAGE AREA.

EXISTING STAGE AREA.

EXISTING AUDITORIUM.

J

I I

H

G

F

G1

12.5

17 18 19 22

F4

F1

E2

D1

C1

B1

H2

I1

I3

K

L

15.1 15.2 17.1 17.2

ELECTRICAL

20 21

CO

EXISTING 4"

SANITARY

IN TUNNEL.

1 1

2 2EXISTING

VTR

9 9

REMOVE ALL EXISITNG PIPING, ACCESSORIES

AND EQUIPMENT THAT SERVED THE EXISTING POOL.

FIELD VERIFY PIPE SYSTEM TYPE.

DETERMINE IF PIPE NEEDS TO CONNECT

TO NEW SANITARY OR STORM ON SITE PLAN.

REMOVE PIPE IF NOT REQUIRED. COORDINATE

WITH CIVIL IF NEW CONNECTION IS REQUIRED.

NOTE:

REMOVE EXISTING VENT PIPING ABOVE THE

CEILING. CAP VENT LINES CLOSE TO EXISITING

VENT TROUGH ROOF LOCATIONS. ESTIMATED

250 FEET OF PIPING AND ACCESSORIES.

REMOVE ALL EXISITNG PIPING, ACCESSORIES

AND EQUIPMENT THAT SERVED THE EXISTING POOL.

EXISTING UNDERGROUND

STORM PIPING TO REMAIN.

REFER TO CIVIL.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING UP TO

EXISTING ROOF DRAIN.

REMOVE EXISTING

STORM PIPING.

REMOVE EXISTING

STORM PIPING.

REMOVE EXISTING ICE MACHINE

PIPING AND ACCESSORIES.

REMOVE EXISTING WASHER/DRYER

PIPING AND ACCESSORIES.

REMOVE EXISTING

DRAIN PIPE ROUTED

ON WALL.

NOTE:

CONTRACTOR TO FIELD VERIFY EXISTING

STORM PIPE ROUTING AND PIPE SIZE UP TO

EXISTING ROOF DRAINS. REMOVE EXISTING

STORM PIPING ABOVE GRADE. ESTIMATED

300 FEET OF PIPE AND ACCESSORIES.

NOTE:

CONTRACTOR TO FIELD VERIFY EXISTING

STORM PIPE ROUTING AND PIPE SIZE UP TO

EXISTING ROOF DRAINS. REMOVE EXISTING

STORM PIPING ABOVE GRADE. ESTIMATED

200 FEET OF PIPE AND ACCESSORIES.

CAP

EXISTING VENT/GRATE

TO BE REMOVED

EXISTING SHOWER AREA

REMOVE EXISTING

SCULLERY SINK &

ACCESSORIES.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

KEYPLAN

AREA B

OUT OF

SCOPE

B

IM

/T V

H S

A lv in

C Y o rk

V A

I n te g ra te d H e a lt h

/1

-P

L U

M B

-T V

H S

A C

Y V

A M

C I n te g ra te d

H e a lt h

C e n te r- R

.r v t

/1

/2

:1

:0

P

M

P-PD-02

GROUND FLOOR DEMOLITION

PLAN - GRAVITY - AREA B

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

1/8" = 1'-0"

1 GROUND FLOOR - GRAVITY DEMO - AREA B

0 4' 8' 12'

KEY NOTES THIS SHEET ONLY

1. REMOVE EXISITNG LAVATORY AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO VTR.

2. REMOVE EXISITNG WATER CLOSET AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO VTR.

3. REMOVE EXISTING URINAL AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO VTR.

4. REMOVE EXISTING MOP SINK AND ACCESSORIES. CAP SANITARY PIPING BELOW. REMOVE VENT PIPING BACK TO NEAREST VTR.

5. REMOVE EXISTING FLOOR DRAIN. REMOVE VENT PIPING BACK TO NEAREST VTR. PATCH FLOOR SLAB.

6. REMOVE EXISITNG SANITARY PIPING TO THIS POINT. CAP SANITARY BELOW THE SLAB. PATCH FLOOR SLAB AS REQUIRED.

7. REMOVE EXISTING STORM PIPING TO THIS POINT. CAP EXISTING STORM MAIN BELOW GRADE.

8. REMOVE EXISTING VENT PIPE TO THIS POINT. REPLACE EXISTING VTR AS NEEDED.

9. FIELD VERIFY EXISTING STORM UNDERGROUND PIPE ROUTING. REMOVE EXISTING STORM PIPING.

10. FIELD VERIFY EXISTING PIPE SYSTEM, SIZE AND ROUTING.

11. REMOVE EXISTING SANITARY. CAP IN TUNNEL BELOW.

12. REMOVE EXISTING STORM PIPING, CAP BELOW GRADE. PATCH FLOOR SLAB AS REQUIRED.

13. REMOVE EXISTING LOCKER ROOM SHOWERS.

Revisions: Date:

GRATE TO BE REMOVED. FIELD VERIFY PIPE ROUTING AND SYSTEM.

EXISTING GANG SHOWER TO BE REMOVED.

EXISTING KITCHENETTE AREA. REMOVE EXISTING

SCULLERY SINK, WASHER/DRYER, DISHWASHER

AND ICE MACHINE. REMOVE FLOOR DRAIN, WATER AND

VENT PIPING IN SCOPE OF WORK.

EXISTING GYM

STAIRS

EXISTING DOMESTIC WATER

MAIN TO REMAIN.

1 1

4 7

REMOVE EXISTING HOT

WATER PIPING IN THIS AREA,

COLD WATER PIPING TO REMAIN

TO SERVE NEW WALL HYDRANT.

NOTE:

CONTRACTOR TO REMOVE EXISTING HW, CW

& HWR PIPING IN RENOVATED AREAS. (SCOPE OF

WORK). FIELD VERIFY LOCATION AND ROUTING.

EXISTING CANTEEN AREA TO REMAIN IN

OPERATION DURING CONSTRUCTION.

NOT IN SCOPE

NOT IN SCOPE

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

KEYPLAN

AREA A

OUT OF

SCOPE

B

IM

/T V

H S

A lv in

C Y o rk

V A

I n te g ra te d H e a lt h

/1

-P

L U

M B

-T V

H S

A C

Y V

A M

C I n te g ra te d

H e a lt h

C e n te r- R

.r v t

/1

/2

:1

:0

P

M

P-PD-03

GROUND FLOOR DEMOLITION

PLAN - PRESSURE - AREA A

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

SHK5/20/22 DRT

1/8" = 1'-0"

1 GROUND FLOOR - PRESSURE DEMO - AREA A

0 4' 8' 12'

1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE

TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING

CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION.

FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY

LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION.

PROVIDE ALL REQUIRED DEMOLITION WHETHER

SHOWN ON THE PLANS OR NOT. COORDINATE WITH

THE ARCHITECTURAL DRAWING FOR ITEMS NOT

INDICATED. COORDINATE DEMOLITION OF EXISTING

PIPING WITH NEW WORK. PIPING CONNECTING TO

AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT TO

BE DISCONNECTED UNTIL AFTER NEW PIPING IS

INSTALLED. COORDINATE SYSTEM SHUT DOWNS WITH

THE FACILITY PRIOR TO DEMOLITION.

2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE

DISPOSED OF OR TURNED OVER TO THE OWNER AT

THE OWNER'S DISCRETION.

3. ALL WATER PIPING INDICATED ON THIS DRAWING IS

LOCATED IN THE CEILING SPACE OR WALL SPACES

UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE

CONSTRUCTION.

4. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND

LOAD BEARING WALLS. THE WALL OR FOOTING BELOW

IS NOT TO BE DESTROYED.

5. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS

REQUIRED TO FACILITATE PLUMBING RENOVATION.

SEE ARCHITECTURAL DRAWINGS FOR PATCHING

DETAILS.

6. LOCATE EXISTING EXTERIOR WALL HYDRANTS.

INSPECT AND BE SURE WALL HYDRANTS ARE

OPERATIONAL. REPLACE AS NEEEDED.

GENERAL PLUMBING NOTES

KEY NOTES THIS SHEET ONLY

1. REMOVE EXISITNG LAVATORY AND ACCESSORIES. REMOVE EXISTING HOT AND COLD WATER PIPING.

2. REMOVE EXISITNG WATER CLOSET AND ACCESSORIES. REMOVE EXISTING COLD WATER PIPING.

3. REMOVE EXISTING URINAL AND ACCESSORIES. REMOVE EXISTING COLD WATER PIPING.

4. REMOVE EXISTING MOP SINK AND ACCESSORIES. REMOVE EXISTING HOT AND COLD WATER PIPING.

5. EXISTING WALL HYDRANT TO REMAIN.

6. EXISTING WALL HYDRANT TO TO BE REMOVED. REMOVE EXISTING COLD WATER PIPING.

7. REMOVED EXISTING SINK AND UNDERCOUNTER ELECTRIC WATER HEATER.

8. REMOVE HW, CW & HWR PIPING SERVING EXISTING CANTEEN AREA.

9. REMOVE HW, CW & HWR PIPING UP TO 2ND FLOOR.

Revisions: Date:

EXISTING MECHANICAL ROOM. EXISTING EQUIPMENT TO BE REMOVED.

EXISTING MECHANICAL ROOM. NEW HVAC PUMPS ADDED TO REMAIN.

EXISTING DRESSING ROOM AREA BEHINE THE STAGE. REMOVE EXISTING

LAVATORIES AND ACCESSORIES.

EXISTING DRESSING ROOM AREA BEHINE THE STAGE. REMOVE EXISTING TOILET,

MOP BASIN AND ACCESSORIES.

I

H

G

F

G1

12.5

17 18 19 22

F4

F1

E2

D1

C1

B1

H2

I1

I3

K

L

15.1 15.2 17.1 17.2

ELECTRICAL

20 21

EXISTING SERVICE

TUNNEL BELOW.

REMOVE EXISTING ICE MACHINE

PIPING AND ACCESSORIES.

REMOVE EXISTING WASHER/DRYER

PIPING AND ACCESORIES.

REMOVE EXISTING SCULLERY

SINK PIPING AND ACCESORIES.

3 3 2 2

1 1

REMOVED EXISTING POOL EQUIPMENT, PIPING

AND ACCESSORIES.

EXISTING SHOWERS TO BE REMOVED.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

121388

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Ph…