S02 - Drawings 11-30.pdf

PLANS MUST BE PRINTED IN COLOR

IC-9

Sht. 11 Of 247

IC-10

Sht. 12 Of 247

IC-11

Sht. 13 Of 247

IC-12

Sht. 14 Of 247

ANNOTATION ABBREVIATIONS

PLUMBING ABBREVIATIONS PIPING SYMBOLS

WALL CLEANOUT

SUSPENDED CLEANOUT

WCO

WYE STRAINER

PIPE CAP

PIPE TURNING DOWN

PIPE TURNING UP

TEE UP

TEE DOWN

DROP AND RUN

DROP AND TURN

TEE OFF TOP

TEE OFF BOTTOM

CROSS AND RISER

PLAN 90° ELBOW

PIPE TEE

PIPE UNION

CO

ANNOTATION SYMBOLS

EXISTING

NEW KEYNOTE

DEMO KEYNOTE

NEW BOLD TEXT INDICATES NEW ITEM

TEXT INDICATES EXISTING ITEM

DEAD LEG DESIGNATION

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

PLUMBING GENERAL NOTES

PLUMBING DEMOLITION GENERAL NOTES

1. VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR REGARDING CONFLICTS BEFORE

PROCEEDING WITH WORK.

2. REMOVED ITEMS REMAIN PROPERTY OF GOVERNMENT UNTIL COR DETERMINES THAT THEY ARE NOT REQUIRED. REMOVE FROM SITE ITEMS NOT BEING RETAINED BY GOVERNMENT OR REINSTALLED AS PART OF

THIS WORK.

3. DO NOT DISTURB ITEMS NOT INDICATED FOR DEMOLITION.

4. VERIFY SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO START OF DEMOLITION. COORDINATE WITH COR TO RELOCATE, REMOVE AND ADJUST MECHANICAL AND ELECTRICAL ITEMS AS NECESSARY TO COORDINATE

WITH NEW WORK.

5. AFTER DEMOLITION IS COMPLETE, PATCH AND REPAIR FINISHES TO MATCH EXISTING ADJACENT CONDITIONS.

6. COORDINATE DEMOLITION WITH COR. SUBMIT SHUTDOWN PLAN AND SCHEDULE TO COR FOR REVIEW AND

APPROVAL PRIOR TO SHUTDOWN.

7. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE DURING DEMOLITION. REPAIR UTILITIES AND SERVICES

DAMAGED AT NO ADDITIONAL COST.

8. COORDINATE WITH COR TO TEMPORARILY MOVE OR TAKE EQUIPMENT OUT OF SERVICE AS NECESSARY TO

COMPLETE WORK.

9. SAWCUT CONCRETE FLOOR AS REQUIRED FOR DEMOLITION WORK INDICATED. COORDINATE WITH NEW

PLUMBING AND WORK OF OTHER TRADES.

1. WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND APPLICABLE VA

STANDARDS.

2. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.

3. OBTAIN AND PAY FOR PERMITS, FEES, AND INSPECTIONS REQUIRED FOR THIS WORK.

4. PROVIDE NEW MATERIALS, EQUIPMENT AND PRODUCTS INCORPORATED IN THE WORK, OF A SUITABLE

GRADE FOR THE PURPOSES INTENDED.

5. EQUIPMENT OR MATERIAL DEVIATIONS FROM INDICATED CONTRACT REQUIREMENTS ARE SUBJECT TO THE APPROVAL OF THE COR. SUBMIT PROPOSED EQUIPMENT DEVIATIONS THAT ARE SIMILAR BOTH IN QUALITY

AND CAPACITY TO THAT EQUIPMENT SPECIFIED, AS SOLELY DETERMINED BY THE COR.

6. INSTALL EQUIPMENT AS INDICATED, ALLOWING FOR SUFFICIENT ACCESS AND CLEARANCE SPACE FOR

EQUIPMENT MAINTENANCE, REPAIRS, AND REPLACEMENT.

7. SUPPORT PIPING SYSTEM AS REQUIRED BY APPLICABLE LOCAL, STATE, AND NATIONAL CODES ALONG WITH

SPECIFICATIONS, VA STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.

8. FIRESTOP AND SEAL PIPING PENETRATIONS THROUGH WALLS AND FLOORS EQUAL TO THE RATING OF

WALLS AND FLOORS.

9. TEST PLUMBING SYSTEM IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND NATIONAL CODES AND

APPLICABLE VA STANDARDS.

10. DISINFECT DOMESTIC WATER SYSTEM IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND NATIONAL

CODES AND APPLICABLE VA STANDARDS.

11. COORDINATE PLUMBING WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION. COORDINATE ROUTING

OF PIPING WITH EXISTING CONDITIONS.

12. PROVIDE ALL NECESSARY OFFSETS, TEES, ELBOWS, ETC. FOR A COMPLETE AND COORDINATED WORKING PLUMBING SYSTEM. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND

ARRANGEMENT OF PIPING SYSTEMS.

13. COORDINATE WITH ARCHITECTURAL CONTRACTOR TO PATCH, PAINT AND CLEAN SURFACES SUSTAINING DAMAGE ASSOCIATED WITH PLUMBING WORK OF THIS CONTRACT, UNLESS NOTED OTHERWISE. REFER TO

ARCHITECTURAL PLANS.

14. SUBMIT BOUND SET OF OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT AT COMPLETION OF

PROJECT.

15. INSTALL ESCUTCHEONS IN ALL PLACES WHERE PIPING PENETRATES A WALL IN AN EXPOSED LOCATION.

16. DO NOT INSTALL PIPES ABOVE TELECOM OR ELECTRICAL EQUIPMENT.

A/E ARCHITECT/ENGINEER

AC ABOVE CEILING

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

AFG ABOVE FINISHED GRADE

ASD ADJUSTABLE SPEED DRIVE

ASHRAE AMERICAN SOCIETY HEATING,

REGRIGERATING, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

BAS BUILDING AUTOMATION SYSTEM

BF BELOW FLOOR

BFP BACKFLOW PREVENTER

BG BELOW GRADE

BH BOOSTER HEATER

BHP BREAK HORSEPOWER

BJ BETWEEN JOISTS

BOP BOTTOM OF PIPE

BSP BLACK STEEL PIPE

BT BATHTUB

BTUH BRITISH THERMAL UNITS PER HOUR

C CELSIUS

CF COMBINATION FIXTURE

CGA COMPRESSED GAS ASSOCIATION

CI CAST IRON

CO CLEANOUT

COND CONDENSATE

CP CONDENSATE PUMP

CS CLINICAL SINK

CV CONTROL VALVE

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DF DRINKING FOUNTAIN

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

EC ELECTRICAL CONTRACTOR

EL ELEVATION

EMCS ENERGY MONOSERRAT AND CENTRAL

SYSTEM

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYEWASH STATION

EX EXISTING

F FAHRENHEIT

FA FROM ABOVE

FB FROM BELOW

FBO FURNISHED BY OTHERS

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE)

CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FU FIXTURE UNITS

G GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUTS

GD GARBAGE DISPOSAL

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

H&CW HOT AND COLD WATER

HB HOSE BIBB (INTERIOR)

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK

(DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

ICW INDUSTRIAL COLD WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

KW KILOWATT

KWHR KILOWATT-HOUR

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH THOUSANDS OF BTU PER HOUR

MC MECHANICAL CONTRACTOR

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTANDING

MSB MOP SINK BASIN

MV MEDICAL VACUUM

N2 NITROGEN

N2O NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

PA PACAL

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAUGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAUGE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RO REVERSE OSMOSIS

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SCFM STANDARD CUBIC FOOT/MIN

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT SQUARE FOOT

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TDL TEMPERATURE DIFFERENTIAL

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

UPC UNIFORM PLUMBING CODE

V SANITARY VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAUGE

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

WHD WALL HYDRANT

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

YCO YARD CLEANOUT

YH YARD HYDRANT

### RISER TAG (UP/DOWN)

PLUMBING EQUIPMENT DESIGNATIONP-###

GENERAL WORK AND PHASING NOTES:

1. THIS FACILITY OPERATES 24 HOURS PER DAY, 7 DAYS PER WEEK. CONSTRUCTION WORK SHALL BE PHASED

TO MINIMIZE BOTH QUANTITY AND DURATION OF SHUTDOWNS.

2. SUBMIT A DETAILED PHASING PLAN FOR REVIEW BY THE COR. PHASING PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, START AND END DATES OF ALL TASKS THROUGHOUT THE ENTIRE PROJECT, AND DATE AND DURATION OF SUGGESTED SHUTDOWNS. REFER TO THE DOMESTIC WATER RISER SCHEDULE & OUTAGE REQUIREMENTS ON SHEET P-601 FOR CONSTRUCTION TIME RESTRICTIONS. NO OUTAGE DURATION SHALL

EXCEED 6 HOURS.

3. TO MINIMIZE SHUTDOWNS, MAKE CONNECTIONS TO EXISTING PIPING VIA "HOT TAPPING" WHEREVER POSSIBLE, IN ORDER TO ALLOW THE PIPING TO REMAIN ACTIVE.

4. WORK IN OFFICES, CONFERENCE ROOMS, EXAM ROOMS, CONSULTATION ROOMS, AND OTHER SIMILAR AREAS THAT ARE REGULARLY OCCUPIED DURING BUSINESS HOURS SHALL BE PERFORMED AFTER BUSINESS HOURS.

GENERALLY, THIS IS 6 P.M. UNTIL 5 A.M. COORDINATE EXACT HOURS WITH THE COR. THESE AREAS ARE TO BE CLEANED AND RETURNED TO WORKING ORDER BEFORE BUSINESS HOURS. SPECIFIC APPROVAL FROM THE

COR IS REQUIRED TO PERFORM WORK IN THESE AREAS DURING BUSINESS HOURS.

5. ALL MEANS OF EGRESS SHALL BE MAINTAINED DURING CONSTRUCTION. ACCESSIBLE ICRA BARRIERS SHALL

BE ERECTED AND TAKEN DOWN AS REQUIRED TO MEET THE VA SCHEDULING REQUIREMENTS.

6. TEMPORARILY REMOVE CEILINGS, LIGHT FIXTURES, AIR DEVICES, CEILING-MOUNTED FIRE ALARM DEVICES AND SMOKE DETECTORS, CEILING-MOUNTED WIRELESS ACCESS POINTS, AND ALL OTHER CEILING-MOUNTED DEVICES IN ORDER TO ACCOMPLISH WORK. CEILING REMOVAL INCLUDES, BUT IS NOT LIMITED TO, REMOVING CEILING TILES, CEILING T-BAR GRID, AND PARTIALLY OR FULLY REMOVING HARD SURFACE CEILINGS.

SPRINKLER HEADS SHALL BE TURNED UP WITHIN THE AREA OF WORK. THERE ARE BOTH LAY-IN CEILINGS AND HARD SURFACE CEILINGS IN THE AREAS OF WORK. AFTER WORK ABOVE CEILINGS IS COMPLETED, REINSTALL CEILINGS AND REINSTALL ALL CEILING-MOUNTED DEVICES AND EQUIPMENT. TURN SPRINKLER HEADS BACK DOWN AND REINSTALL IN CEILING. ANY ITEMS DAMAGED AS A RESULT OF THE DEMOLITION OR NEW WORK

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL DESIGN TO BE DEMOLISHED DOMESTIC WATER PIPING WITHIN THE AREAS OF WORK SHALL BE REMOVED, INCLUDING PIPING CONCEALED IN CHASES, SHAFTS, AND WITHIN WALLS. THIS DEMOLITION WORK SHALL HAPPEN AFTER THE NEW PIPING IS INSTALLED AND CONNECTED TO FIXTURES IN ORDER TO PREVENT WATER SERVICE OUTAGES TO PARTICULAR AREAS. PRIOR TO REMOVING ANY EXISTING PIPING, CONFIRM THAT ALL FIXTURES THAT WERE SERVED BY THE EXISTING PIPING HAVE BEEN CONNECTED TO NEW PIPING.

8. ASBESTOS IS WITHIN THE AREA OF WORK, INCLUDING, BUT NOT LIMITED TO, PIPING INSULATION AND MASTIC.

ABATE ALL ASBESTOS WITHIN THE AREA OF WORK. REFER TO ASBESTOS SAMPLING REPORT.

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P-001

PLUMBING GENERAL INFORMATION

15 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

nstoltz 3-5-2020

1 2 3 4 5 6 7 8 9 10 10' 11 12 1313' 14 15 16 17 19 20 21 22 2323a 24 25 26 27 28 29

LL

KK

A

C

D

E

H

J

K L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

FF

GG

HH

JJ

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P-1-1

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN

16 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

Scale: 3/64" = 1'-0"

SUB-BASEMENT LEVEL DOMESTIC DEMOLITION PLUMBING PLAN 0 2010 40

DL

DEAD LEG TAG

AP

AP

DCW

DHW

DHWR

IW

IWR

FL

ABANDON

KEYNOTE

VALVE TAG

RISER TAG (UP & DOWN)

DRINKING FOUNTAIN

SINK - MOP

SINK - WALL HUNG

TOILET

URINAL

SHOWER

BATHTUB

WALL HYDRANT/HOSE BIBB

EMERGENCY EYEWASH

EMERGENCY SHOWER

DIALYSIS BOX

RECIRCULATION PUMP

WATER HAMMER ARRESTOR

ACCESS PANEL - CEILING

ACCESS PANEL - WALL

WASHING MACHINE

EXISTING DOMESTIC COLD WATER SUPPLY

EXISTING DOMESTIC HOT WATER SUPPLY

EXISTING DOMESTIC HOT WATER RETURN

EXISTING DOMESTIC CHILLED WATER SUPPLY

EXISTING DOMESTIC CHILLED WATER RETURN

EXISTING FIRE SUPPRESSION PIPING

PIPING TO BE DEMOLISHED - TAGGED WITH SYSTEM

ABANDONED PIPING

PIPE UP

PIPE DOWN

PIPE UP AND DOWN

PIPE TEE UP

PIPE TEE DOWN

PIPE CAPPED

PIPE CONTINUATION

FLOW ARROW

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

BACKFLOW PREVENTER

CIRCUIT SETTER

WATER HAMMER ARRESTOR

WYE STRAINER

MIXING VALVE

SOLENOID VALVE

INLINE PUMP

LEGEND & SYMBOLS

PLUMBING LINE TYPES

GENERAL PLUMBING SYMBOLS

PLUMBING VALVE SYMBOLS

OVERALL KEYNOTES

MATCHLINE

PRESSURE REDUCING VALVE

LIMITS OF DEMOLITION

CONNECT TO EXISTING

DCW

DHW

DHWR

NEW DOMESTIC COLD WATER SUPPLY

NEW DOMESTIC HOT WATER SUPPLY

NEW DOMESTIC HOT WATER RETURN

RISER TAG (DOWN)###

RISER TAG (UP)###

KEY PLAN

SCALE: NO SCALE

A1 A2 A3

A4 A5 A6

A7

B1 B2

B3 B4

C1

C2 C3

C5

C4

N

TRUE

NORTH

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

DL

-21

DL

-22

DL

-06

DL

-05

DL

-19

DL

-20

SB-A-005

SB-A-004

SB-A-003

SB-A-001

SB-A-002

SB-A-006

SB-A-009

SB-A-008

SB-A-007

DL

-18

2" DHW

1" DHWR

1" IWR

3/4" DHWR

1 1/2" DHW

1" IWR

1" DHWR

2" DHW

2 1/2" DCW

2" DHW

2" DCW

1" IWR

1" DHWR

2" DCW

1 1/4" DHW

2" DCW

1 1/2" DHW

3/4" DHWR

1" IWR

1" DCW

3/4" DHW

3/4" DHWR

1" DCW

3/4" DHW

3/4" DHWR

3/4" DHWR

3/4" DHW

1" DCW

1" DCW

3/4" DHW

3/4" DHWR

2" DHW

1 1/2" DCW

1" IWR

1" DHWR

2" DHW

2" DCW

1" IWR

1" DHWR

3/4" DCW

3/4" DHW

1" DCW

1" DHW

1" DHWR

1" DCW

1" DHW

1" DHWR

3/4" DHW

DRAIN VALVE (TYP)

DL

-01

DL

-75

DL

-76

DL

-74

DL

-77

2" DCW

1" DHW

3/4" DCW

3/4" DCW

3/4" DCW

3/4" DHW

3/4" DCW

2 1/2" DCW

6" FL

6" FL

6" FL

P-1-1A2

P-1-1A5

P-1-1A4

1" DHWR

3/4" DHW

3/4" DCW

& DHW UP

3/4" DCW & DHW UP

6" FL LEAVES BUILDING

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P-1-1A1

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A1

17 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A1

KEY PLAN

SCALE: NO SCALE

A1

N

TRUE

NORTH

0 2 4 8

1 DEMOLISH ABANDONED RISER AND INACTIVE

PIPING BACK TO MAIN AND CAP. PIPING

SHALL BE CAPPED NO MORE THAN TWO PIPE

DIAMETERS FROM ACTIVE MAIN.

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

9 10 10' 11 12 13 13' 14 15 16

B

C

D

E

DL

-23

DL

-24

DL

-21

DL

-22

DL

-06

DL

-05

DL

-19

DL

-20

NOTED AS ABANDONED AT

CW SHUTOFF VALVE

SB-A-026 SB-A-028

SB-A-027

SB-A-023 SB-A-025

SB-A-024

DL

-02

SB-A-018

SB-A-012

SB-A-011

SB-A-014

SB-A-013

SB-A-017

DL

-18

1" DHWR

2 1/2" DHW

3" DCW

1" IWR

2" DHW

2" DCW

1" DHWR

2 1/2" DHW

3" DCW

2" DCW

1 1/4" DHW

3/4" DCW

3/4" DHW

1" DCW

1" DHW

1/2" DHWR

3" DCW

1 1/2" DHW

1" DHWR

3" DCW

1 1/2" DHW

1" DHWR

2 1/2" DCW

3/4" DHW

1/2" DHWR

2 1/2" DCW

3/4" DHW

3/4" DHWR

1" IWR

DRAIN VALVE (TYP)

SB-A-010

SB-A-022

SB-A-021

SB-A-020

DL

-25

DL

-03

DL

-04

DL

-73

DL

-77

8" DCW

1 1/2" IW

4" DHW

1 1/2" IWR

6" DCW

5" DCW

6" FL

6" FL

4" DHW

1 1/2" IW

8" DCW

6" DCW

5" DCW

P-1-1A1

P-1-1A5

P-1-1A4

1" DHWR

2 1/2" DHW

3" DCW

1 1/2" IWR

1" IWR

1" IWR

BALANCE

TO 4 GPM

BALANCE

TO 2 GPM

P-1-1A3

P-1-1A6

P-1-1A5

1" DCW

1" DHW

1/2" DHWR

9 10 10' 11 12 13 13' 14 15 16

A

B

C

D

E

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/4

/2

:0

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A

M

P-1-1A2

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A2

18 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

A2

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A2

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

1 DEMOLISH ABANDONED RISER AND INACTIVE

PIPING BACK TO MAIN AND CAP. PIPING

SHALL BE CAPPED NO MORE THAN TWO PIPE

DIAMETERS FROM ACTIVE MAIN.

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

16 17 19 20 21 22 23 23a 24 25 26

B

C

D

E

DL

-33

BRANCHES UNINSULATED

DOWNSTREAM OF DRAIN

VALVES.

DL

-30

DL

-31

TO ABANDONED

PUMP.

DL

-07

DL

-08

6" DCW, 4" DHW & 2"

DHWR STACKED ALONG

WALL

SB-A-040

SB-A-041

SB-A-042

SB-A-043

SB-A-044

SB-A-030

SB-A-033

SB-A-034

SB-A-037

SB-A-038

SB-A-039

SB-A-032

SB-A-031

SB-B-030

SB-A-029

SB-A-046

SB-A-045

SB-A-048

SB-A-047

DL

-32

1 1/2" DHWR

2 1/2" DHW

4" DCW

3" DCW

2" DHW

1" DHWR

1" DHWR

2" DHW

3" DCW

1 1/2" DCW

1 1/4" DHW

3/4" DHWR

1 1/2" DCW

1 1/4" DHW

3/4" DHWR

1 1/2" DHWR

3" DHW

4" DCW

1 1/2" DHWR

3" DHW

4" DCW

2" DHWR

4" DHW

6" DCW

3/4" DHWR

3/4" DHW

1 1/4" DCW

1" DHW

1 1/2" DCW

5" DCW

3" DHW

2" DHWR

1 1/2" IWR

2 1/2" DCW

1 1/2" DHW

3/4" DHWR

2 1/2" DCW

1 1/2" DHW

3/4" DHWR

1 1/4" DCW

1" IWR

DRAIN VALVE (TYP)

DRAIN VALVE (TYP)

DRAIN VALVE (TYP)

DL

-09

3/4" DHWR

3/4" DHWR

AREA SHOWN ON BASEMENT PLANS

8" DCW

1 1/2" IW

4" DHW

1 1/2" IWR

6" DCW

5" DCW

1 1/2" IWR

1/2" IWR

1 1/2" IWR

8" DCW

1 1/2" IW

6" DCW

5" DCW

4" DHW

8" DCW

1 1/2" IW

4" DHW

1 1/2" IWR

6" DCW

5" DCW

6" FL 6" FL6" FL

5" DCW

3" DHW

2" DHWR

1 1/2" IWR

BALANCE

TO 2.5 GPM

BALANCE TO 6.5 GPM

1" DCW

1" DHW

P-1-1A6

P-1-1A6

NEW 3/4" DHWR UP

1" DCW & DHW UP

2 1/2" DCW

1 1/2" DHW

3/4" DHWR

UP

16 17 19 20 21 22 23 23a 24 25 26

A

B

C

D

E

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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/2

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:5

A

M

P-1-1A3

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A3

19 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

A3

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A3

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

H

J

K

L

SB-A-069

SB-A-070

SB-A-071

SB-A-068

SB-A-067

DL

-17

DL

-16

DL

-10

DL

-11

1" DCW

1" DHW

1" DHWR

1" DHWR

1" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

DL

-15

DL

-14

DL

-13

DL

-12

3/4" DCW

3/4" DHW

3/4" DCW

1" DHWR

1" DHW

2" DCW

3/4" DHW

3/4" DCW

3/4" DCW

3/4" DHW

2" DCW

1" DHW

BALANCE

TO 0.75 GPM

3/4" DHW

1 2 3 4 5 6 7 8 9 10

H

J

K

L

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/4

/2

:0

:0

A

M

P-1-1A4

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A4

20 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

A4

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A4

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

1 DEMOLISH ABANDONED RISER AND INACTIVE

PIPING BACK TO MAIN AND CAP. PIPING

SHALL BE CAPPED NO MORE THAN TWO PIPE

DIAMETERS FROM ACTIVE MAIN.

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

8 9 10 10' 11 12 13 13' 14 15

E

H

J

K

L

M

SB-B-011

SB-B-009

SB-B-010

SB-B-008

SB-B-007

SB-B-005

SB-B-006

SB-B-023

SB-B-022

SB-B-016

SB-B-015

SB-B-014

SB-A-017

3" DCW

1 1/2" DHW

1" DHWR

3" DCW

1 1/2" DHW

1" DHWR

1" IWR

3" DCW

1" DHW

1" DHWR

1 1/2" DCW

1 1/4" DHW

3/4" DHWR

3" DCW

1 1/2" DHW

1" DHWR

3" DCW

1 1/2" DHW

1" DHWR 2" DCW

2" DCW

1" DHW

DL

-27

DL

-26

DL

-28

DL

-29

SB-B-017

SB-B-018

3/4" DCW

3/4" DHW

4" DHW

1 1/2" IW

8" DCW

6" DCW

5" DCW

4" DHW

1 1/2" IW

8" DCW

6" DCW

5" DCW

4" DHW

1 1/2" IW

8" DCW

6" DCW

5" DCW

P-1-1A1

P-1-1A2

P-1-1A4

3/4" DCW

3/4" DHW

1" IWR

1" IWR

1" IWR

3/4" DCW

BALANCE

TO 0.75 GPM

BALANCE

TO 1 GPM

1 1/2" DCW

1 1/4" DHW

3/4" DHWR

3" DCW

1 1/2" DHW

1" DHWR

026 032

P-1-1A2

P-1-1A3

P-1-1A6

P-1-1A4

P-1-1B1

P-1-1A6

1" DCW

1" DHW

1/2" DHWR

2" DCW UP

1" DCW UP

NEW 3/4" DHWR UP

8 9 10 10' 11 12 13 13' 14 15

E

H

J

K

L

M

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/4

/2

:0

:1

A

M

P-1-1A5

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A5

21 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

A5

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A5

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

1 DEMOLISH ABANDONED RISER AND INACTIVE

PIPING BACK TO MAIN AND CAP. PIPING

SHALL BE CAPPED NO MORE THAN TWO PIPE

DIAMETERS FROM ACTIVE MAIN.

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

16 17 19 20 21 22 23 23a 24

E

H

J

K

L

M

DL

-38

DL

-37

DL

-39

DL

-35

DL

-36

DL

-34

DL

-33

SB-A-040

SB-A-042

SB-A-043

SB-A-044

SB-B-023

SB-B-022

DL

-32

3" DCW

1 1/2" DHW

1" DHWR

3" DCW

1 1/2" DHW

1" DHWR

1" DHWR

2" DHW

3" DCW

2" DHWR

5" DCW

3" DHW

2" DHWR

1" IWR

5" DCW

3" DHW

1" IWR

1/2" IWR

3/4" DHW

1/2" DCW

3/4" DCW

3/4" DHW

5" DCW

3" DHW

2" DHWR

1" IWR

3" DHW

2" DHWR

1" IWR

2" DCW

1" DHW

1" DHWR

1" DCW

1" DHW

1" DHWR

1 1/2" DCW

3" DCW

1" DHW

1" DHWR

1 1/2" DCW

1 1/4" DHW

3/4" DHWR

1 1/2" DCW

3/4" DHW

3/4" DCW

3/4" DHW

3/4" DCW

3/4" DHW

1" DCW

3/4" DHW

3/4" DCW

1/2" DHW

1 1/4" DCW

1 1/2" DCW

1/2" DCW

3/4" DHW

1/2" DCW

3/4" DHW

1/2" DCW

1/2" DHW

1/2" DHW 3/4" DCW

3/4" DHW

1" DCW

1/2" DCW

1/2" DHW

1/2" DCW

1/2" DHW

1" DCW

3/4" DHW

1" DCW

3/4" DHW

DL

-27

DL

-26

1" DCW

1" DHW

1" DHWR

DRAIN VALVE (TYP)

DL

-28

DL

-29

SB-B-017

SB-B-018

3/4" DCW

3/4" DHW

3/4" DHWR

3/4" DHWR

1" DHWR

1" DHW

2" DCW

AREA NOT SURVEYABLE

3/4" DHWR

DL

-80

5" DCW

3" DHW

2" DHWR

1 1/2" IWR

3/4" DCW

3/4" DCW

1/2" DCW

3/4" DCW

BALANCE TO 6.5 GPM

BALANCE

TO 1 GPM

BALANCE

TO 0.5 GPM

BALANCE

TO 0.5 GPM

BALANCE

TO 0.5 GPM

1 1/2" DCW

1 1/4" DHW

3/4" DHWR

035 036

1" DCW

1" DHW

P-1-1A2

P-1-1A3

P-1-1A5

P-1-1A5

P-1-1B1

P-1-1B2

P-1-1A7

P-1-1B2

1" DCW

3/4" DHW

2" DCW

1 1/2" DHW

3/4" DHWR

1/2" DCW

1/2" DCW & DHW UP

NEW 3/4" DHWR UP

1" DCW & DHW UP

16 17 19 20 21 22 23 23a 24

E

H

J

K

L

M

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/4

/2

:0

:3

A

M

P-1-1A6

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A6

22 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

A6

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A6

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

24 25 26 27 28 29

K

L

M

N

O

P

Q

TO MECH EQUIP

HB

3/4" DCW

3/4" DHW

2" DCW

1" DCW

1/2" DCW

1/2" DHW

BALANCE

TO 0.5 GPM

2" DCW

2" DCW

1" DHW

1/2" DHWR

2" DCW

1" DHW

1/2" DHWR

BALANCE

TO 0.75 GPM

3/4" DHWR

AREA SHOWN ON BASEMENT PLANS

P-1-1A6

P-1-1B2

3/4" DCW

3/4" DHW

1/2" DHWR

3/4" DCW

3/4" DHW

1/2" DHWR

NEW 3/4" DHWR UP

3/4" DCW & 1/2" DHW UP

1" DCW & 3/4" DHW UP

2" DCW

1" DHW

1/2" DHWR

24 25 26 27 28 29

K

L

M

N

O

P

Q

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/4

/2

:0

:4

A

M

P-1-1A7

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - A7

23 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

A7

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA A7

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

9 10 10' 11 12 13 13' 14 15 16 17

M

N

O

P

Q

R

S

T

DL

-45

DL

-40

SB-B-024

SB-B-025

SB-B-028

SB-B-027

SB-B-026

SB-B-023

SB-B-022

DL

-41

SB-B-003

SB-B-004

DL

-43

DL

-44

1 1/2" DCW

1" DHW1" DCW

3/4" DHW

3/4" DCW

3/4" DHW

DRAIN VALVE (TYP)

3/4" DHW

3/4" DCW

2 1/2" DCW

3/4" DHWR

3/4" DHWR

4" DHW

1 1/2" IW

8" DCW

6" DCW

5" DCW

4" DHW

1 1/2" IW

8" DCW

6" DCW

5" DCW

1" IWR

1" IWR

3" DCW

1 1/2" DHW

1" DHWR

3/4" DCW

3/4" DCW

1/2" DCW

1 1/4" DCW

BALANCE

TO 0.5 GPM

1 1/2" DCW

1" DHW

3/4" DHWR

3" DCW

1 1/2" DHW

1" DHWR

3/4" DHWR

029027

P-1-1A5 1

P-1-1A5

P-1-1A6

P-1-1B2

P-1-1B3

P-1-1B2

P-1-1B4

P-1-1B3

1 1/4" DCW

1" DCW

1" DCW

3/4" DHW

NEW 3/4" DHWR UP

1 1/2" DCW3/4" DHW

9 10 10' 11 12 13 13' 14 15 16 17

M

N

O

P

Q

R

S

T

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P-1-1B1

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - B1

24 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

B1

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA B1 0 2 4 8

2 DISCONNECT EXISTING DHWR FROM

EXISTING DHW HERE. (TYP.)

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

16 17 19 20 21 22 23 23a 24 25

M

N

O

P

Q

R

S

T

DL

-39

DL

-45

DL

-47

DL

-46

SB-B-054

SB-B-055

SB-B-056

SB-B-040

SB-B-039

SB-B-041

SB-B-043

SB-B-042

SB-B-026

SB-B-023

SB-B-022

5" DCW

3" DHW

2" DHWR

1" IWR

5" DCW

3" DHW

2" DHWR

1" IWR

2" DCW

1 1/2" DHW

1" DCW

3/4" DHW

VALVED AT MAIN &

MARKED "LEAVE OFF

3-6-1997"

SB-B-038

SB-B-037

SB-B-036

1" DCW

1" DHW

1" DCW

1" DHW

5" DCW

3" DHW

1 1/2" IWR

2" DHWR

1/2" DHWR

1 1/4" DHW

2 1/2" DCW

SB-B-057

SB-B-058

SB-B-059

AREA NOT SURVEYABLEAREA NOT SURVEYABLE

AREA NOT SURVEYABLE

3/4" DHWR

3/4" DHWR

3/4" DCW

1 1/4" DCW

BALANCE

TO 0.5 GPM

BALANCE TO 1 GPM

2" DCW

1" DHW

1/2" DHWR

BALANCE

TO 0.75 GPM

P-1-1A6

P-1-1B1

P-1-1A6

P-1-1A7

P-1-1B1

P-1-1B4

P-1-1B3

BALANCE

TO 1 GPM

BALANCE TO

0.75 GPM

3/4" DCW

3/4" DHW

3/4" DCW

3/4" DHW

1/2" IWR

2 1/2" DCW

2" DHW

1" DHWR

NEW 3/4" DHWR UP

3/4" DCW,

DHW &

DHWR UP

1 1/4" DCW

1" DCW

1" DCW

3/4" DHW

2" DCW

1 1/2" DHW

3/4" DHWR

2 1/2" DCW

1 1/4" DHW

3/4" DHWR

16 17 19 20 21 22 23 23a 24 25

M

N

O

P

Q

R

S

T

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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:1

A

M

P-1-1B2

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - B2

25 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

B2

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA B2

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

7 8 9 10 10' 11 12 13 13' 14 15 16 17

U

V

W

X

Y

Z

AA

BB

CC

SB-C-050SB-C-049

SB-C-037

SB-C-038

SB-C-034

SB-C-035

SB-C-036

SB-C-053

SB-B-045

SB-B-050

SB-B-049

SB-B-046

SB-B-047

SB-B-048

DL

-49

DL

-48

3/4" DCW

1 1/2" DCW

3/4" DHW

1/2" IWR

3/4" DHW

DL

-51

DL

-50

1 1/2" DHW

DL

-53

DL

-52

2 1/2" DCW

2 1/2" DCW

3/4" DCW

3/4" DHW

3" DCW

2" DHW

1 1/4" DHWR

DL

-85 4

1 1/2" DCW 1 1/2" DHW

3/4" DHWR

4" DCW

2 1/2" DHW

1 1/2" DHWR

4" DCW

2 1/2" DHW

1 1/2" DHWR

BALANCE

TO 0.5 GPM

BALANCE

TO 0.5 GPM

3/4" DHWR

3/4" DCW

3/4" DHW

3" DCW

2" DHW

3/4" DHWR

3/4" DHWR

2" DCW

1 1/2" DHW

P-1-1C2

P-1-1C1

P-1-1C3

P-1-1B1

P-1-1B2

P-1-1B1

P-1-1B4

1 1/2" DCW3/4" DHW

3" DCW, 2" DHW

& 3/4" DHWR UP

7 8 9 10 10' 11 12 13 13' 14 15 16 17

U

V

W

X

Y

Z

AA

BB

CC

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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M

P-1-1B3

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - B3

26 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

B3

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA B3 0 2 4 8

1 DEMOLISH ABANDONED RISER AND INACTIVE

PIPING BACK TO MAIN AND CAP. PIPING

SHALL BE CAPPED NO MORE THAN TWO PIPE

DIAMETERS FROM ACTIVE MAIN.

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

16 17 19 20 21 22 23 23a 24 25

U

V

W

X

Y

Z

AA

BB

CC

SB-B-051

SB-B-053

SB-B-052

SB-B-054

SB-C-053

SB-C-057

1/2" IWR

3/4" DCW

3/4" DHW

DL

-42

3/4" DHW

DL

-51

DL

-50

1 1/2" DHW

3/4" DCW

3/4" DHW

3/4" DHWR

065 064

5" DCW

3" DHW

2" DHWR

1 1/2" IWR

3" DCW

2" DHW

3/4" DHWR

2" DCW

1 1/2" DHW

1" DHWR

4" DCW

3" DHW

2" DHWR

1 1/2" IWR

BALANCE TO 1.5 GPM

BALANCE TO

1.5 GPM

BALANCE

TO 2.5 GPM

P-1-1B2

P-1-1B1

P-1-1B3

BALANCE

TO 0.5 GPM

2 1/2" DCW

1 1/4" DHW

1" DHWR

1 1/2" IWR

3/4" DCW

3/4" DHW

3/4" DCW

3/4" DHW

1" IWR

4" DCW

2" DHW

1 1/2" DHWR

1 1/2" IWR

3/4" DCW

3/4" DHW

1/2" IWR

1 1/2" IWR

3" DCW

2" DHW

3/4" DHWR

BALANCE

TO 1 GPM

16 17 19 20 21 22 23 23a 24 25

U

V

W

X

Y

Z

AA

BB

CC

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P-1-1B4

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - B4

27 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

B4

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA B4

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

1 DEMOLISH ABANDONED RISER AND

INACTIVE PIPING BACK TO MAIN AND CAP.

PIPING SHALL BE CAPPED NO MORE THAN

TWO PIPE DIAMETERS FROM ACTIVE MAIN.

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

Z

AA

BB

CC

SB-C-018

SB-C-019

SB-C-020

SB-C-021

SB-C-022

SB-C-023

SB-C-013

SB-C-014

SB-C-015

SB-C-011

SB-C-012

WH

3/4" DHW

1" DCW

3/4" DHW

1" DCW

1/2" DHW

3/4" DCW

4" DCW

2 1/2" DHW

1 1/2" DHWR

3" DCW

2 1/2" DHW

1 1/2" DHWR

3" DCW

1 1/2" DHW

3/4" DHWR

BALANCE TO 1.0 GPM

3/4" DHWR

2" DCW

1 1/2" DHW

P-1-1C2

P-1-1C3

P-1-1B3

1" DCW

3/4" DHW

3/4" DHWR

3/4" DCW & 1/2" DHW UP

2" DCW & 1 1/2" DHW

UP

1" DCW & 3/4" DHW UP

1" DCW & 3/4" DHW UP

1 2 3 4 5 6 7 8 9 10

Z

AA

BB

CC

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A

M

P-1-1C1

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - C1

28 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

C1

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA C1

1 BALANCE FLOW RATE AS INDICATED ON PLAN.

0 2 4 8

1 DEMOLISH ABANDONED RISER AND INACTIVE

PIPING BACK TO MAIN AND CAP. PIPING

SHALL BE CAPPED NO MORE THAN TWO PIPE

DIAMETERS FROM ACTIVE MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

FF

GG

HH

JJ

DL

-62

SB-C-026

SB-C-027

SB-C-028

SB-C-061

SB-C-062

SB-C-011

SB-C-012

SB-C-007

SB-C-008

SB-C-006

SB-C-005

DL

-54

DL

-55

SB-C-003

SB-C-004

DL

-59

DL

-58

DL

-67

DL

-66

DL

-61

DL

-60

DL

-68

DL

-65

1 1/2" DCW

1" DHW

1/2" DHWR 1 1/2" DCW

1" DCW

1" DHW

3/4" DHWR

1 1/2" DCW

3/4" DHW

1" DHW

DL

-72

DL

-71

DL

-56

AREA SHOWN ON BASEMENT PLANS

1/2" DHW

3/4" DCW

1" DHW

1 1/2" DCW

1" DHW

3/4" DHWR3/4" DHW

1 1/2" DCW

3/4" DHWR

3/4" DHWR

1" DCW

3/4" DHW

3/4" DHWR

1/2" DHWR

1" DHW

1 1/2" DCW

3" DCW

1 1/2" DHW

3/4" DHWR

1/2" DHW

1" DCW

1" DCW

1" DHW

1" DCW

1" DHW

2" DCW

BALANCE TO

0.75 GPM

BALANCE

TO 1.5 GPM

BALANCE

TO 0.5 GPM

BALANCE TO 0.5 GPM1

BALANCE TO 0.75 GPM 1

1" DCW THRU WALL TO

WC ON BASEMENT LEVEL

P-1-1C3

P-1-1C1

P-1-1C3

P-1-1B3

DL

-57

1' DL OFF TOP

OF 1" DCW

NEW 3/4" DHWR UP

3/4" DCW & 1/2" DHW UP

1/2" DCW & DHW UP

1/2" DCW & DHW UP

1/2" DCW & DHW UP

1 2 3 4 5 6 7 8 9 10

FF

GG

HH

JJ

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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/2

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A

M

P-1-1C2

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - C2

29 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

C2

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA C2

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

2 DISCONNECT EXISTING DHWR FROM

EXISTING DHW HERE. (TYP.)

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO PIPE

DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.

10 10' 11 12 13 13' 14 15

FF

GG

HH

SB-C-039

SB-C-040

SB-C-041

SB-C-047

SB-C-046

SB-C-045

DL

-63

1/2" DHWR

3/4" DHW

1" DCW

DL

-64

2" DCW

1 1/2" DHW

1/2" DHWR

3" DCW

2" DHW

1 1/4" DHWR

1/2" DHWR

1 1/2" DHW

3" DCW

1 1/2" DHW

1/2" DHWR

3/4" DHW

1" DCW

2" DCW

1 1/2" DHW

1/2" DHWR

1/2" DHWR

BALANCE

TO 1.5 GPM

BALANCE

TO 0.5 GPM

BALANCE TO 0.5 GPM1

AREA SHOWN ON

BASEMENT PLANSAREA NOT

SURVEYABLE

P-1-1C2

P-1-1C5

P-1-1C2

P-1-1C1

P-1-1B3

P-1-1C4

3" DCW

1 1/2" DHW

1/2" DHWR

3" DCW

10 10' 11 12 13 13' 14 15

FF

GG

HH

Engineers Architects

## DEMO KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A

M

P-1-1C3

SUB-BASEMENT DOMESTIC WATER

PLUMBING PLAN AREA - C3

30 247NAS, PA

UPGRADE PLUMBING FOR

LEGIONELLA PREVENTION

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295 2/24/2020

100% CONSTRUCTION DOCUMENTS

695-19-11419-122

WX

KEY PLAN

SCALE: NO SCALE

C3

N

TRUE

NORTH

Scale: 1/4" = 1'-0"

SUB-BASEMENT DOMESTIC WATER PIPING PLAN - AREA C3

1 BALANCE FLOW RATE AS INDICATED ON

PLAN.

0 2 4 8

4 DEMOLISH EXISTING DEAD LEGS BACK TO

PLUMBING MAIN AND CAP WITHIN TWO

PIPE DIAMETERS OF MAIN.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL MATERIALS AND

FIXTURES REMOVED UNLESS NOTED

OTHERWISE.

B. CONTRACTOR SHALL BE AWARE THAT

ASBESTOS IS PRESENT IN AREAS OF

DEMOLITION AND SHALL BE ABATED PER

SPECIFICATION SECTION 02 82 13.13. SEE

ASBESTOS REPORT ATTACHED TO THE

SPECIFICATION SECTION.

C. CONTRACTOR SHALL PROTECT ADJACENT

WORK FROM DAMAGE DURING

DEMOLITION. RESTORE ANY DAMAGED

AREAS TO ORIGINAL CONDITION.

D. IF PLUMBING WORK DOES NOT AFFECT ALL

WALLS, ONLY REMOVE WALL AND FINISH

WHERE PLUMBING WORK IS BEING

PERFORMED.