Attachment 9 - Plumbing Set Final.pdf

ET-1

MARK

WATER

HEATER

VOLUME

SUPPLY

PRESSURE

PSI

AIR

PRE-CHARGE

PSI

TEMP

°F

EXPANSION

FACTOR

ACCEPTANCE

VOLUME

GALLONS

TOTAL

VOLUME

GALLONS

REMARKS

EXPANSION TANK SCHEDULE

NOTES:

DIRECTION OF FLOW

REDUCER OR INCREASER

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

SIDE CONNECTION

WATER HAMMER ARRESTOR

RISE OR DROP IN PIPE

UNION

PIPE UP

PIPE DOWN

HOSE BIBB

NON-FREEZE WALL HYDRANT

FLOOR DRAIN

SHOWER DRAIN

FLOOR SINK

HUB DRAIN

PLUGGED TEE

WALL CLEANOUT

THERMOMETER

PRESSURE GAGE

PUMP

DOMESTIC COLD WATER, COLD WATER

DOMESTIC HOT WATER, HOT WATER

DOMESTIC HOT WATER RETURN, HOT WATER

RETURN

DRAIN

VENT, SANITARY

SOIL, WASTE, OR SANITARY SEWER

SANITARY SEWER, BELOW GRADE

140°F HOT WATER

130°F HOT WATER

CHECK VALVE

ANGLE GLOBE VALVE

BALL VALVE

TEST PLUG (PRESSURE/TEMPERATURE)

BALANCING VALVE

VALVE ON RISER

LIMITS OF DEMOLITION

POINT OF CONNECTION

NEW WORK KEYED NOTE

DEMOLITION KEYED NOTE

DOMESTIC COLD WATER RETURN, COLD

WATER RETURN

STORM DRAINAGE, STORM SEWER

P-103

P-402

P-502

P-505

P-524

P-528

P-555

P-609

P-812

FD-1

P-103

P-402

P-528

P-555

P-609

- 1

- 4

1 8

6 50

17 120

70 250

200 500

400 750

RP-1

RP-2

RP-3

RP-4

RP-5

RP-6

RP-7

RP-8

MV-1

MV-2

MV-3

MV-4

P-103

P-402

P-502

P-505

P-528

P-555

P-812

FD-1

WH-1

WH-2

WH-3

WH-4

MARK FIXTURE DFU

DCWS

WSFU

DHWS

WSFU

TOTAL

WSFU

CONNECTION PIPE SIZE

REMARKS

WASTE VENT DCWS DHWS

4.00 10.00 - 10.00 3.00 2.00 1.00 -

1.00 1.50 1.50 2.00 1.50 1.50 0.375 0.375

2.00 3.00 3.00 4.00 3.00 1.50 0.50 0.50

5.00 10.00 3.00 10.00 4.00 2.00 0.50 0.50

1.00 1.50 1.50 2.00 1.50 1.50 0.375 0.375

1.00 1.50 1.50 2.00 1.50 1.50 0.375 0.375

1.00 1.50 1.50 2.00 1.50 1.50 0.375 0.375

0.50 0.25 - 0.25 1.50 1.50 0.375 -

- 0.25 - 0.25 - - 0.375 -

2.00 - - - 2.00 1.50 - -

MARK FIXTURE QTY

DRAINAGE FU DOMESTIC WATER FU

EACH TOTAL

COLD

WATER

EACH

COLD

WATER

TOTAL

HOT

WATER

EACH

HOT

WATER

TOTAL

WATER

SUPPLY

EACH

WATER

SUPPLY

TOTAL

4.00 8.00 10.00 20.00 - - 10.00 20.00

1.00 4.00 1.50 6.00 1.50 6.00 2.00 8.00

3.00 3.00 1.50 1.50 1.50 1.50 2.00 2.00

3.00 33.00 1.50 16.50 1.50 16.50 2.00 22.00

0.50 0.50 0.25 0.25 - - 0.25 0.25

48.50 44.25 24.00 52.25

DOMESTIC WATER SUPPLY 52.25 WSFU =

DOMESTIC COLD WATER SUPPLY 44.25 WSFU =

DOMESTIC HOT WATER SUPPLY 24.00 WSFU =

PIPE SIZE:

SIZE

GPM

FLUSH VALVE

WSFU

FLUSH TANK

WSFUFLUSH

VALVE

FLUSH

TANK

1/2"

3/4"

1"

1-1/4"

1-1/2"

2"

2-1/2"

3"

MARK TYPE

MOTOR

H.P.

ELECTRICAL TOTAL

HEAD FEET

GALLONS

PER

MINUTE

LOCATION

VOLTAGE PHASE

MARK

PIPING PRESSURE

DROP

PSI

MINIMUM

FLOW

GPM

CAPACITY

GPM

TEMPERATURE

REMARKS

INLET OUTLET COLD HOT TEMPERED

MARK FIXTURE QTY

DRAINAGE FU DOMESTIC WATER FU

EACH TOTAL

COLD

WATER

EACH

COLD

WATER

TOTAL

HOT

WATER

EACH

HOT

WATER

TOTAL

WATER

SUPPLY

EACH

WATER

SUPPLY

TOTAL

4.00 28.00 10.00 70.00 - - 10.00 70.00

1.00 10.00 1.50 15.00 1.50 15.00 2.00 20.00

2.00 2.00 3.00 3.00 3.00 3.00 4.00 4.00

5.00 5.00 10.00 10.00 - - 10.00 10.00

3.00 6.00 1.50 3.00 1.50 3.00 2.00 4.00

3.00 57.00 0.25 4.75 1.50 28.50 2.00 38.00

- - 0.25 0.25 - - 0.25 0.25

2.00 2.00 - - - - - -

110.00 106.00 49.50 146.25

DOMESTIC WATER SUPPLY 146.25 WSFU =

DOMESTIC COLD WATER SUPPLY 106.00 WSFU =

DOMESTIC HOT WATER SUPPLY 49.50 WSFU =

PIPE SIZE:

MARK TYPE

WATER CONDITIONS STEAM PRESSURE

CONTROL

VALVE

LB/HR

LOCATION

FLOW

GPM

EWT

°F

LWT

°F

ENT

CONTROL

VALVE

PSIG

ENT HEAT

EXCHANGER

PSIG

PLUMBING FIXTURE SCHEDULE

NOTES:

FIXTURE UNIT CALCULATION - BUILDING 2C

(BASED ON VA DESIGN MANUAL)

DOMESTIC WATER CALCULATIONS

NOTES:

DOMESTIC WATER CIRCULATING PUMP SCHEDULE

NOTES:

THERMOSTATIC TYPE PRESSURE BALANCE MIXING VALVE SCHEDULE

NOTES:

FIXTURE UNIT CALCULATION - BUILDING 2W

(BASED ON VA DESIGN MANUAL)

STEAM TO WATER HEAT EXCHANGER SCHEDULE

NOTES:

SD

GENERAL PLUMBING SYMBOLS

PLUMBING PIPING SYMBOLS

PLUMBING VALVE SYMBOLS

130°F

140°F

SAN

SS

D

PLUMBING ABBREVIATIONS

CONTRACTOR GENERAL NOTES

LEGEND

WATER CLOSET,

FLUSH VALVE,

PUBLIC

1 AND 10

LAVATORY, PUBLIC 2 AND 10

SERVICE SINK 3

CLINICAL SERVICE

SINK FAUCET/FLUSH

VALVE

SINK, CRS 5

SINK, CRS 9

SINK, INTEGRAL 6

ELECTRIC WATER

COOLER

7 AND 10

ICE MAKER SUPPLY

UNIT

FLOOR DRAIN

WATER CLOSET,

FLUSH VALVE,

PUBLIC

LAVATORY, PUBLIC 4

SINK, CRS 1

SINK, INTEGRAL 11

ELECTRIC WATER

COOLER

54 GPM

48 GPM

38 GPM

6" SS 2" DCWS ~ 1-1/2" DHWS

2 2

4 4

9 9

13 13

30 34

51 64

75 94

125 145

IN-LINE VFD 120 SINGLE 8'-0'' 5 MECHANICAL

IN-LINE VFD 120 SINGLE 8'-0'' 5 MECHANICAL

IN-LINE VFD 120 SINGLE 8'-0'' 5 MECHANICAL

IN-LINE VFD 120 SINGLE 8'-0'' 5 MECHANICAL

IN-LINE VFD 120 SINGLE 8'-0'' 5 2W-B02

IN-LINE VFD 120 SINGLE 8'-0'' 5 2W-B02

IN-LINE VFD 120 SINGLE 8'-0'' 5 2W-B02

IN-LINE VFD 120 SINGLE 8'-0'' 5 2W-B02

1 1/4 1 1/4 5 0.25 37 50°F 140°F 130°F 1 AND 4

1 1/4 1 1/4 5 0.25 37 50°F 140°F 130°F 1 AND 4

3/8 3/8 5 0.25 1 50°F 130°F 110°F 2 AND 5

1/2 1/2 5 0.50 1.5 50°F 130°F 110°F 3 AND 5

WATER CLOSET,

FLUSH VALVE,

PUBLIC

LAVATORY, PUBLIC 10

SERVICE SINK 1

CLINICAL SERVICE

SINK FAUCET/FLUSH

VALVE

SINK, CRS 2

SINK, INTEGRAL 19

ICE MAKER SUPPLY

UNIT

FLOOR DRAIN 1

81 GPM

73 GPM

50 GPM

6" SS 2-1/2" DCWS ~ 2" DHWS

DOUBLE WALL SEMI

INSTANTANEOUS

SHELL AND TUBE

22 40 160 30 7 7000 MECH BLDG C

DOUBLE WALL SEMI

INSTANTANEOUS

SHELL AND TUBE

22 40 160 30 7 7000 MECH BLDG C

DOUBLE WALL SEMI

INSTANTANEOUS

SHELL AND TUBE

29 40 160 30 7 7000 2W-B02

DOUBLE WALL SEMI

INSTANTANEOUS

SHELL AND TUBE

29 40 160 30 7 7000 2W-B02

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

2. WALL HUNG, VITREOUS CHINA, ELBOW CONTROL, RIGID GOOSENECK SPOUT, 8 INCH CENTER

FAUCET, 0.35 GPM MAXIMUM LAMINAR FLOW DEVICE. INSTALL ASSE 1070 LISTED THERMOSTATIC

MIXING VALVE (MV-3) UNDER COUNTER.

3. STAIN RESISTANT TERRAZZO, CORNER, FLOOR MOUNTED 36X24X12 INCHES WITH DROP FRONT.

4. WALL HUNG, FLUSHING RIM, FLUSH VALVE 3 GPF MAXIMUM, ELBOW CONTROL, WALL HUNG, 2.5

GPM MAXIMUM FAUCET, AND PEDAL OPERATED MIXING VALVE BED PAN WASHER.

5. DOUBLE COMPARTMENT, CORROSIVE RESISTANT STAINLESS STEEL, COUNTER TOP, 16X19X7-1/2

INCH BOWL, DECK MOUNTED, 0.5 GPM MAXIMUM, SWIVEL GOOSENECK SPOUT, 8 INCH CENTER

WITH 4" WRIST BLADES. INSTALL ASSE 1070 LISTED THERMOSTATIC MIXING VALVE (MV-4) UNDER

COUNTER.

6. SINK INTEGRAL WITH COUNTER-TOP. CONTRACTOR SHALL PROVIDE HANDS FREE SENSOR

FAUCET 0.5 GPM MAXIMUM, GRID DRAIN, TRAP, SUPPLIES, STOP, AND ASSE 1070 LISTED

THERMOSTATIC MIXING VALVE (MV-4) UNDER COUNTER.

7. DUAL HEIGHT, SELF CONTAINED, WITH BOTTLE FILLER.

8. WALL MOUNTED, 16-GAUGE STEEL WITH CORROSION RESISTANT EPOXY FINISH, 1/2 INCH BALL

TYPE SHUT-OFF VALVE, MOUNT BOTTOM OF BOX AT 18 INCHES ABOVE FINISHED FLOOR.

9. SINGLE COMPARTMENT, CORROSIVE RESISTANT STAINLESS STEEL, COUNTER TOP, 16X19X7-1/2

INCH BOWL, DECK MOUNTED,0.5 GPM MAXIMUM,SWING ARM, SINGLE LEVER FAUCET. INSTALL

ASSE 1070 LISTED THERMOSTATIC MIXING VALVE (MV-4) UNDER COUNTER.

10. HANDICAPPED FIXTURE. FIXTURE WILL MEET THE AMERICANS WITH DISABILITIES ACT AND

BARRIER-FREE HEALTH CARE INITIATIVE REQUIREMENTS.

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

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

3. INTEGRAL VFD TO MAINTAIN CONSTANT RETURN TEMPERATURE. SET POINT 135°F.

4. DESIGN BASIS; GRUNDFOS MAGNA 3 32-60FN WITH CONTROL CONNECTION.

5. PROVIDE TEMPERATURE SENSOR IN SUCTION PIPING FOR DOMESTIC HOT WATER RETURN

PIPING. CONNECT TO INTEGRAL VFD. SET POINT 135°F.

6. PROVIDE 24-HOUR TIME CONTROLLER WITH AUTOMATIC SWITCH OVER FOR DOMESTIC COLD

WATER RETURN PIPING. CONNECT TIME CONTROLLER TO INTEGRAL VFD.

7. REFER TO WATER HEATER DETAIL ON SHEET PP401.

1. DESIGN BASIS: POWERS LFMM433-ACS3 OR APPROVED EQUAL.

2. DESIGN BASIS: POWERS LFG480-11 OR APPROVED EQUAL.

3. DESIGN BASIS: POWERS LGE480-01 OR APPROVED EQUAL.

4. EXPOSED, ROUGH BRONZE FINISH, BOTTOM CONNECTIONS.

5. EXPOSED, CHROME PLATED.

1. FIXTURE UNIT VALUES BASED ON THE VAMC PLUMBING DESIGN MANUAL SIZING CHARTS.

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

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

SCALED. FIELD VERIFY ALL DIMENSIONS, PIPE SIZES, AND INVERTS.

REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT

LOCATIONS, ELECTRICAL INSTALLATIONS, AND BUILDING STRUCTURAL

MEMBERS. OFFSET PIPING WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN STRUCTURAL BEAM. NOTIFY COR OF

ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR PORTIONS OF FLOORS,

CEILINGS AND/OR SLABS AFFECTED BY PLUMBING MODIFICATIONS.

REPAIR SURFACES TO MATCH EXISTING UNLESS OTHERWISE NOTED ON

ARCHITECTURAL DRAWINGS.

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

IN CEILING SPACE IF POSSIBLE TO AVOID CUTTING THROUGH STUDS.

E. PRIOR TO PERFORMING ANY PLUMBING WORK OR PURCHASING ANY

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

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

RETURN PIPING.

F. ALL HORIZONTAL STORM DRAINAGE PIPING SHALL BE INSULATED.

G. ALL DOMESTIC COLD WATER SUPPLY, DOMESTIC HOT WATER SUPPLY,

AND DOMESTIC HOT WATER RETURN PIPING SHALL BE INSULATED.

GAL GALLON

GCO GRADE CLEANOUTS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GT GREASE TRAP

H&CW HOT AND COLD

WATER

HB HOSE BIBB

HD HUB DRAIN

HP HORSEPOWER

HYD HYDRANT

INV.EL INVERT ELEVATION

INV INVERT

IPC INTERNATIONAL PLUMBING

CODE

IRW IRRIGATION WATER

KW KILOWATT

KWH KILOWATT-HOUR

MA MEDICAL AIR

MBH 1000 BTUH

MED MEDICAL

MV MEDICAL VACUUM

NC NORMALLY CLOSED

NTS NOT TO SCALE

OX OXYGEN

OSCO OUTSIDE CLEANOUT

PG PRESSURE GAGE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ATMOSPHERE

PSIG POUNDS PER SQUARE INCH

GAGE

RP RECIRULATION PUMP

SS SANITARY SEWER

SCFM STANDARD CUBIC

FOOT/MINUTE

TYP TYPICAL

V VENT

VP VACUUM PUMP

VE VENT EXHAUST

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE

WCO WALL CLEANOUT

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WSFU WATER SUPPLY FIXTURE

UNITS

YCO YARD CLEANOUT

A/E ARCHITECT / ENGINEER

AC ABOVE CEILING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

ASHRAE AMERICAN SOCIETY OF

HEATING,

REFRIGERATION,

AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY

OF MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY

OF

PLUMBING ENGINEERS

ASR AUTOMATIC

SPRINKLER

RISER

BF BELOW FLOOR

BG BELOW GRADE

CFM CUBIC FEET PER

MINUTE

COTG CLEANOUT TO GRADE

DCWS DOMESTIC COLD

WATER SUPPLY

DFU DRAINAGE FIXTURE

UNITS

DHWR DOMESTIC HOT

WATER RETURN

DHWS DOMESTIC HOT

WATER SUPPLY

DN DOWN

DWG DRAWING

EL ELEVATION

ET EXPANSION TANK

EWH ELECTRIC WATER

HEATER

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

(HOSE) CONNECTION

FS FLOW SWITCH

FU FIXTURE UNITS

1. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS

2. DUPLEX HEATERS. REFER TO WATER HEATER DETAIL ON DRAWING P-401 AND MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION.

3. BASIS OF DESIGN: MANUFACTURE: AERCO; MODEL B+06 WATER WIZARD TDS WITH ELECTRONIC

CONTROLS.

1. DESIGN BASES; MANUFACTURE: WATTS WATER TECHNOLOGIES, MODEL: DELTA 20 OR APPROVED

EQUAL.

2. REFER TO MANUFACTURER LITERATURE FOR INSTALLATION OF EXPANSION TANK AND

SPECIFICATIONS FOR MANUFACTURER.

25.00 60.00 40.00 140.00 0.01 2.19 7.25 1 AND 2

DCWR DOMESTIC COLD

WATER RETURN

DS DOWNSPOUT

RL RAIN WATER LEADER

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

ABBREVIATIONS, LEGEND, AND

SCHEDULES

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

P-001

689-402

JUNE 7, 2019 RWC GTK 113

1,2C,W,E,3,42

UP

DEMOLITION PLAN GENERAL NOTES

A. EXISTING PLUMBING FIXTURES, PIPING, AND

EQUIPMENT TO REMAIN UNLESS NOTED

OTHERWISE.

B. REMOVE INDICATED EXISTING PLUMBING

FIXTURES AND ALL ASSOCIATED PIPING

BACK TO THE LIMITS OF DEMOLITION.

C. DEMOLITION SHALL INCLUDE ALL FITTINGS,

VALVES, PIPE SUPPORTS, AND HANGERS.

D. ABANDONED OR UNUSED PIPING AND/OR

STACKS SHALL BE REMOVED DURING

DEMOLITION.

DEMOLITION PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. DEMOLISH/REMOVE/DISCARD PIPING AS

INDICATED BY BOLD DASHED LINE TO THE

LIMITS OF DEMOLITION.

2. DEMOLISH/REMOVE/DISCARD EXISTING

WATER HEATER AND CIRCULATION PUMP.

3. DEMOLISH/REMOVE/DISCARD EXISTING

STORM DRAIN UP TO AND INCLUDING RAIN

LEADER BOOT.

4. DEMOLISH/REMOVE EXISTING WALL

HYDRANT AND BRANCH PIPING.

5. EXISTING 3" DOMESTIC WATER SERVICE.

REFER TO CIVIL PLANS FOR EXTENT OF

DEMOLITION.

6. EXISTING 6" SANITARY BUILDING DRAIN.

REFER TO CIVIL PLANS FOR EXTENT OF

DEMOLITION.

7. EXISTING 8" STORM BUILDING DRAIN. REFER

TO CIVIL PLANS FOR EXTENT OF

DEMOLITION.

8. DEMOLISH/REMOVE/DISCARD DOMESTIC

HOT WATER SUPPLY AND DOMESTIC HOT

WATER RETURN PIPING RISERS FROM FIRST

FLOOR DOWN TO WATER HEATER.

DEMOLISH/REMOVE DOMESTIC COLD WATER

RISER FROM FIRST FLOOR DOWN TO MAIN.

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

SAN SAN

S A

N S

A N

S A

N

D C

W S

D C

W S

DCWS

S D

SD

S D

SD

SD

DCWS DCWS

D C

W S

SAN

V

V

SAN

S A

N

SAN

D C

W S

DCWS

D C

W S

D C

W S

SANSAN

S A

N

S A

N S

A N

SD

SD

SD SD

SD

S A

N

SANSANSAN

S D

S D

S D th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

BASEMENT AND CRAWL SPACE

BUILDINGS 2C & 2W DEMOLITION

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PD101

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

1/8" = 1'-0"

BASEMENT AND CRAWL SPACE

DEMOLITION PLANS - BUILDINGS 2C &

2W

SD

S D

SD

OFFICE

2W-118

OFFICE

2W-117

OFFICE

2W-119

OFFICE

2W-120

OFFICE

2W-122

OFFICE

2W-124

OFFICE

2W-125

OFFICE

2W-126

OFFICE

2W-121

OFFICE

2W-118

F TLT

2W-116

M TLT

2W-115

STAIR

COMM

2W-128

ELEC

2W-129

HAC

2W-118

TLT

2W-113

TLT

2W-110

OFFICE

2W-114

OFFICE

2W-112

OFFICE

2W-109

OFFICE

2W-108

OFFICE

2W-107

KITCHEN

2W-105

MULTIPURPOSE

ROOM

2W-102

OFFICE

2W-101

OFFICE

2W-100

OFFICE

2W-103

CORR

C1-2

OFFICE

2W-131

OFFICE

2W-130

RECEPTION

2W-032

OFFICE

2W-127

CORR

C1-11

CORR

C1-10

CORR

C1-9

CORR

C1-7

CORR

C1-8

CORR

C1-5

WAITING

2W-024

TLT

2W-106

TLT

2W-104

CORR

CORR

C1-1041

CONTROL

2C-1141

HEALTH

PSYCH

CLINICS

2C-1144

HEALTH

PSYCH

CLINICS

2C-1146

HEALTH

PSYCH

CLINICS

2C-1148

NEUROLAB

2C-1147 NEUROLAB

VIEWING

2C-1145

STO

2C-1143

BIO-FB

CONTROL

2C-1150

BIO-FB

PATIENT

2C-1149

CORR

C1-1044

STAIR

HEALTH

PSYCH

CLINICS

2C-1142

SD

GCO GCO

RLRLRL

GCO

GCO

5 5

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

DEMOLITION PLAN GENERAL NOTES

A. EXISTING PLUMBING FIXTURES, PIPING, AND

EQUIPMENT TO REMAIN UNLESS NOTED

OTHERWISE.

B. REMOVE ALL EXISTING PLUMBING FIXTURES

AND ALL ASSOCIATED PIPING BACK TO THE

LIMIT OF DEMOLITION.

C. DEMOLITION SHALL INCLUDE ALL FITTINGS,

VALVES, PIPE SUPPORTS, AND HANGERS.

D. ABANDONED OR UNUSED PIPING AND/OR

STACKS SHALL BE REMOVED DURING

DEMOLITION.

DEMOLITION PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. DEMOLISH/REMOVE/DISCARD PIPING AS

INDICATED BY BOLD DASHED LINE TO LIMIT

OF DEMOLITION.

2. DEMOLISH/REMOVE/DISCARD EXISTING

PLUMBING FIXTURE. LEAVE ROUGH-IN FOR

NEW FIXTURE.

3. DEMOLISH/REMOVE/DISCARD EXISTING

PLUMBING FIXTURE, TRIM, AND ROUGH-IN.

4. DEMOLISH/REMOVE/DISCARD EXISTING

DOMESTIC COLD, HOT, AND HOT RETURN

RISERS DOWN TO BASEMENT. REFER TO

SHEET PD101 FOR CONTINUATION.

5. DEMOLISH/REMOVE/DISCARD EXISTING

DOWNSPOUT.

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

FIRST FLOOR BUILDINGS 2C & 2W

DEMOLITION

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PD102

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN -

BUILDINGS 2C & 2W

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH KEY PLAN

NTS

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG 34 BLDG

BLDG 33

B

LD

G

ADDITION

BLDG

DEMOLITION PLAN GENERAL NOTES

A. EXISTING PLUMBING FIXTURES, PIPING, AND

EQUIPMENT TO REMAIN UNLESS NOTED

OTHERWISE.

B. REMOVE ALL EXISTING PLUMBING FIXTURES

AND ALL ASSOCIATED PIPING BACK TO THE

LIMITS OF DEMOLITION.

C. DEMOLITION SHALL INCLUDE ALL FITTINGS,

VALVES, PIPE SUPPORTS, AND HANGERS.

D. ABANDONED OR UNUSED PIPING AND/OR

STACKS SHALL BE REMOVED DURING

DEMOLITION.

DEMOLITION PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. EXISTING PLUMBING, TRIM, AND PIPING TO

REMAIN.

2. REMOVE EXISTING WATER CLOSET AND

FLUSH VALVE. CARRIER AND WATER

SUPPLY TO REMAIN FOR CONNECTION OF

NEW WATER CLOSET.

3. REMOVE EXISTING LAVATORY, FAUCET,

TAILPIECE, TRAP, AND SUPPLIES. WASTE

STUB-OUT AND STOPS TO REMAIN FOR

CONNECTION OF NEW LAVATORY.

4. NO PLUMBING DEMOLITION WORK IN THIS

AREA.

1 1 1 1 th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

BUILDING 1, 2E, 3 AND 42

DEMOLITION FLOOR PLANS

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PD103

689-402

JUNE 7, 2019 RWC GTK 113

2E AND 42

1/8" = 1'-0"

BASEMENT DEMOLITION PLAN -

BUILDING 2E

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN -

BUILDING 42

UP

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

ADDITION

FLOOR PLAN GENERAL NOTES

A. THESE DRAWINGS ARE DIAGRAMMATIC

ONLY AND ARE NOT TO BE SCALED. FIELD

VERIFY ALL DIMENSIONS, PIPE SIZES, AND

INVERTS. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES

AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT

ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING

STRUCTURAL MEMBERS. OFFSET PIPING

WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN

STRUCTURAL BEAM. NOTIFY COR AND

ARCHITECT OF ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR

PORTIONS OF FLOORS, CEILINGS AND/OR

SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO

MATCH EXISTING UNLESS NOTED

OTHERWISE ON ARCHITECTURAL

DRAWINGS.

D. CONTRACTOR SHALL INSPECT AND ROD OUT

EXISTING SANITARY WASTE AND/OR SEWER

PIPING BEFORE MAKING ANY NEW

CONNECTIONS. CONTRACTOR SHALL NOTIFY

GOVERNMENT AND COR OF ALL SANITARY

SEWER WHICH IS NOT SERVICEABLE AND

REQUIRE REPLACEMENT.

E. PRIOR TO PERFORMING ANY PLUMBING

WORK OR PURCHASING ANY MATERIALS,

VERIFY EXACT LOCATION, ROUTING, AND

PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE

PIPING.

F. PROVIDE CLEANOUT(S) AS REQUIRED BY

INTERNATIONAL PLUMBING CODE, LOCAL

CODE, AND/OR WHERE HORIZONTAL

SANITARY SEWER PIPING CHANGES

DIRECTION OVER 45°.

G. NEW 2" SANITARY SEWER PIPING SHALL BE

SLOPED A MINIMUM TWO PERCENT, ONE-

QUARTER INCH PER FOOT. NEW 3" AND 4"

SANITARY SEWER PIPING SHALL BE SLOPED

A MINIMUM ONE PERCENT, ONE-EIGHTH

INCH PER FOOT.

H. ALL HORIZONTAL STORM DRAINAGE PIPING

SHALL BE INSULATED.

I. REFER TO SANITARY ISOMETRIC RISER

DIAGRAM FOR PIPE SIZES ON PLUMBING

DRAWING PL201.

J. SEE ARCHITECTURAL PLANS FOR WALL

RATINGS.

FLOOR PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. 2" SS UP

2. 3" SS UP

3. 4" SS UP

4. 4" SS UP TO FLOOR CLEANOUT

5. 4" VENT UP

6. 3" STORM DRAINAGE UP

7. 4" STORM DRAINAGE UP

8. 1/2" DOMESTIC COLD WATER RETURN UP

9. 1/2" DOMESTIC HOT WATER RETURN UP

10. 1-1/2" DOMESTIC HOT WATER SUPPLY UP

11. 2" DOMESTIC HOT WATER SUPPLY UP

12. 2" DOMESTIC COLD WATER SUPPLY UP

13. 2-1/2" DOMESTIC COLD WATER SUPPLY UP

14. 3" DOMESTIC COLD WATER SUPPLY UP

15. INSTALL NEW WATER HEATERS AND

CIRCULATION PUMPS. REFER TO

SCHEDULES ON SHEET P001.

16. 3" DOMESTIC WATER SERVICE. INV.EL. 111.3'

REFER TO CIVIL DWGS FOR CONTINUATION.

17. REFER TO CIVIL DRAWINGS FOR

CONTINUATION OF PIPING.

18. STORM DRAIN. VERIFY INVERT ELEVATION

OF EXISTING PIPING IN THE BUILDING AT

POINT OF NEW CONNECTION.

19. 4" UP TO GROUND CLEANOUT.

20. 3" UP TO GROUND CLEANOUT.

21. CONNECT NEW SANITARY SEWER PIPING TO

EXISTING SANITARY SEWER PIPING AT

APPROXIMATE LOCATION INDICATED.

22. 2"V-UP.

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

B C D F

A

E

6789 10

8 12

201920

17 1816

11 2

3 3

V

SAN

S D

S D

SAN

V

SD

SD

V

SD

S A

N

SAN

S A

N

SD

S A

N

SD SD

SD

S D

SAN

S A

N

S D

S D

S D

S D

SAN

S D

SAN

S D

S A

N

SAN SAN

SAN

SAN

SAN SAN

SAN

S A

N

SAN

SAN

S A

N

SANSAN

SAN

S A

N

V

S A

N

SAN

S A

N

WH-1

WH-2

RP-1

RP-2

RP-3

RP-4

WH-3 WH-4RP-6RP-5

RP-8RP-7

RL RL RL

CO

CO

CO

CO

CO

CO

CO

CO

MV-1

MV-2

CO

CO

CO

CO

CO

INV.EL: 114.00' INV.EL: 113.80'

INV.EL: 113.90'

INV.EL: 114.00'

INV.EL: 113.09'

BUILDING 2 FINISHED

FLOOR ELEV. 117.68±

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

CRAWLSPACE

CRAWLSPACE

CRAWLSPACE

MECH

STAIR

EQUIPMENT

2W-B100B

ELECTRICAL

2W-B100

MECHANICAL/

CHILLERS

2W-B02

VEST

2W-B021

ATS

2W-B100A th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

BASEMENT, CRAWL SPACE, &

FOUNDATION BUILDINGS 2C & 2W

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PL101

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

1/8" = 1'-0"

BASEMENT, CRAWSPACE, AND

FOUNDATION BUILDING 2C AND 2W

P-402

P-103

P-502

P-524

P-555

P-555

P-555

P-402

P-555

P-555

P-555

P-555

P-555P-555P-555

P-555P-555

P-555

P-555

P-555

P-555

P-555 P-555

P-524

P-103 P-103

P-402 P-402

P-103

P-402

P-103

P-402

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-402

P-555

P-555

P-555

P-103

P-402

P-103

P-402

P-609

P-402

P-103

P-402

P-103

SD

S D

V

V

S D

GCO GCO

DS DS DS

S D

O D

O D

S

DO

D FCO

FCO

FCO FCO

V

V

V

VV

V

V

V

2"

2" V

V

1 1

1 1

81010

14 1414

15181915

1 1

P-555

V

FCO

P-555

S D

P-524

P-402

EXISTING BUILDING 2

FINISHED FIRST FLOOR

ELEV. 117.68

P-402

P-505

A B C ED F

OPEN OFFICE

2W-117

EXAM

2W-118

EXAM

2W-119

EXAM

2W-120

SOILED UTIL

2W-122

ANTE

2W-124

WOMEN ISO/PROC

2W-125

TOILET

2W-126

CORR

1C4

F TLT

2W-116

M TLT

2W-115

EXAM

2W-121

EXAM

2W-123 EXAM

2W-127

EXAM

2W-130A

EXAM

2W-130B

FMS COMM

2W-128

STAIR

2W-S

ELEC

2W-129

EXAM

2W-114

EXAM

2W-112

CLEAN UTIL

2W-131B

OIT COMM

2W-132A

HSS

2C-1182

EXAM

2C-1179

EXAM

2C-1180

PHARM D

2W-132B

LINEN

2C-1181

MED

2W-131C

EQUIP

2W-109B

EXAM

2W-109A

EXAM

2W-108A

CORR

1C3

EXAM

2W-108B

EXAM

2W-103B

CLEAN STO

2W-103A

CORR

1C1-02W

NURSE MGR

2W-100

VESTIBULE

2W-215

OPEN OFFICE

2C-1178

CONF

2W-107A

EXAM

2W-107B

EXAM

2W-105A

EXAM

2W-105B

OPEN OFFICE

2W-102

EXAM

2W-101

TOILET

2W-106

TOILET

2W-104

STAIR 8

2C-S8

RECEPTION

2C-1146

WAITING

2C-1141

TOILET

2C-1145

TRIAGE

2C-1144

TOILET

2C-1143

SWITCHBOARD

2C-1164

EXAM

2C-1166

OPEN OFFICE

2C-1165

EXAM

2C-1174

EXAM

2C-1175

EXAM

2C-1176

EXAM

2C-1177

EXAM

2C-1173

EXAM

2C-1172

EXAM

2C-1171

SMALL MED

2C-1169

PCMH

2C-1170

EXAM

2C-1167

EXAM

2C-1168

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

ADDITION

FLOOR PLAN GENERAL NOTES

A. THESE DRAWINGS ARE DIAGRAMMATIC

ONLY AND ARE NOT TO BE SCALED. FIELD

VERIFY ALL DIMENSIONS, PIPE SIZES, AND

INVERTS. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES

AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT

ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING

STRUCTURAL MEMBERS. OFFSET PIPING

WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN

STRUCTURAL BEAM. NOTIFY COR AND

ARCHITECT OF ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR

PORTIONS OF FLOORS, CEILINGS AND/OR

SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO

MATCH EXISTING UNLESS NOTED

OTHERWISE ON ARCHITECTURAL

DRAWINGS.

D. CONTRACTOR SHALL INSPECT AND ROD OUT

EXISTING SANITARY WASTE AND/OR SEWER

PIPING BEFORE MAKING ANY NEW

CONNECTIONS. CONTRACTOR SHALL NOTIFY

OWNER AND COR OF ALL SANITARY SEWER

WHICH IS NOT SERVICEABLE AND REQUIRE

REPLACEMENT.

E. PRIOR TO PERFORMING ANY PLUMBING

WORK OR PURCHASING ANY MATERIALS,

VERIFY EXACT LOCATION, ROUTING, AND

PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE

PIPING.

F. PROVIDE CLEANOUT(S) AS REQUIRED BY

INTERNATIONAL PLUMBING CODE, LOCAL

CODE, AND/OR WHERE HORIZONTAL

SANITARY SEWER PIPING CHANGES

DIRECTION OVER 45°.

G. NEW 2" SANITARY SEWER PIPING SHALL BE

SLOPED A MINIMUM TWO PERCENT, ONE-

QUARTER INCH PER FOOT. NEW 3" AND 4"

SANITARY SEWER PIPING SHALL BE SLOPED

A MINIMUM ONE PERCENT, ONE-EIGHTH

INCH PER FOOT.

H. ALL HORIZONTAL STORM DRAINAGE PIPING

SHALL BE INSULATED.

I. REFER TO SANITARY ISOMETRIC RISER

DIAGRAM FOR PIPE SIZES ON PLUMBING

DRAWING PL201.

J. SEE ARCHITECTURAL PLANS FOR WALL

RATINGS.

FLOOR PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. 2" SS DN

2. 3" SS DN

3. 4" SS DN

4. 4" SS DN AND 4" SS UP. ROUTE PIPING

VERTICAL TO ABOVE CEILING AND PROVIDE

CLEANOUT PLUG ABOVE CEILING.

5. 3" VENT UP THRU ROOF

6. 4" VENT DN AND 2" VENT UP THRU ROOF

7. 4" STORM DRAINAGE UP TO ROOF DRAIN

8. 4" STORM DRAINAGE DN

9. 3" STORM DRAINAGE UP TO ROOF DRAIN

10. 3" STORM DRAINAGE DN

11. 3" OVERFLOW UP TO OVERFLOW ROOF

DRAIN

12. 4" OVERFLOW UP TO OVERFLOW ROOF

DRAIN

13. CONNECT NEW PLUMBING FIXTURE TO

EXISTING ROUGH-IN.

14. EMERGENCY ROOF DRAIN (OVERFLOW)

DROP AND PENETRATE THRU WALL ABOVE

GRADE TERMINATING WITH A DOWNSPOUT

NOZZLE. CENTERLINE OF NOZZLE 12" ABOVE

FINISHED GRADE.

15. GROUND CLEANOUT INV.EL. 114.00'.

16. GROUND CLEANOUT INV.EL. 113.09'.

17. 2" VENT THRU ROOF.

18. GROUND CLEANOUT INV.EL. 113.80'.

19. GROUND CLEANOUT INV.EL. 113.90'.

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

WASTE, DRAIN, AND VENT PIPING

FIRST FLOOR BUILDINGS 2C & 2W

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PL102

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

1/8" = 1'-0"

FIRST FLOOR WASTE, DRAIN AND

VENT PIPING BUILDINGS 2C & 2W

FLOOR PLAN GENERAL NOTES

A. THESE DRAWINGS ARE DIAGRAMMATIC

ONLY AND ARE NOT TO BE SCALED. FIELD

VERIFY ALL DIMENSIONS, PIPE SIZES, AND

INVERTS. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES

AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT

ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING

STRUCTURAL MEMBERS. OFFSET PIPING

WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN

STRUCTURAL BEAM. NOTIFY COR AND

ARCHITECT OF ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR

PORTIONS OF FLOORS, CEILINGS AND/OR

SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO

MATCH EXISTING UNLESS NOTED

OTHERWISE ON ARCHITECTURAL

DRAWINGS.

D. CONTRACTOR SHALL INSPECT AND ROD OUT

EXISTING SANITARY WASTE AND/OR SEWER

PIPING BEFORE MAKING ANY NEW

CONNECTIONS. CONTRACTOR SHALL NOTIFY

OWNER AND COR OF ALL SANITARY SEWER

WHICH IS NOT SERVICEABLE AND REQUIRE

REPLACEMENT.

E. PRIOR TO PERFORMING ANY PLUMBING

WORK OR PURCHASING ANY MATERIALS,

VERIFY EXACT LOCATION, ROUTING, AND

PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE

PIPING.

F. PROVIDE CLEANOUT(S) AS REQUIRED BY

INTERNATIONAL PLUMBING CODE, LOCAL

CODE, AND/OR WHERE HORIZONTAL

SANITARY SEWER PIPING CHANGES

DIRECTION OVER 45°.

G. NEW 2" SANITARY SEWER PIPING SHALL BE

SLOPED A MINIMUM TWO PERCENT, ONE-

QUARTER INCH PER FOOT. NEW 3" AND 4"

SANITARY SEWER PIPING SHALL BE SLOPED

A MINIMUM ONE PERCENT, ONE-EIGHTH

INCH PER FOOT.

H. ALL HORIZONTAL STORM DRAINAGE PIPING

SHALL BE INSULATED.

I. REFER TO SANITARY ISOMETRIC RISER

DIAGRAM FOR PIPE SIZES ON PLUMBING

DRAWING PL201.

J. SEE ARCHITECTURAL PLANS FOR WALL

RATINGS.

FLOOR PLAN KEY NOTES

(THIS SHEET ONLY)

1. 4" VENT THRU ROOF.

2. 2" VENT THRU ROOF.

3. 3" ROOF DRAIN.

4. 4" ROOF DRAIN.

5. 3" EMERGENCY (OVERFLOW) ROOF DRAIN.

6. 4" EMERGENCY (OVERFLOW) ROOF DRAIN.

7. 3" VENT THRU ROOF.

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

ADDITION

1 2

3545 SQ FT2696 SQ FT

2035 SQ FT

1 2

1 2

1 2

2 1

A B C ED F

ROOF

CRICKET CRICKET CRICKET CRICKET CRICKET

S L O

P E

/4

F

O O

T

S L O

F

O O

T

S L O

F

O O

T

S L O

F

O O

T

S L O

F

O O

T

CRICKET

EXIST BUILDING 2C

TYP

SIM

CRICKETCRICKET

NEW ADDITION

ROOF

BUILDING 2C

BUILDING 2W

ROOF

BUILDING 2C

ROOF

EXHAUST FANS

L O

F

O O

T

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

WASTE, DRAIN, AND VENT PIPING

BUILDING 2 ADD ROOF PLAN

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PL103

689-402

JUNE 7, 2019 RWC GTK 113

2-ADDITION

1/8" = 1'-0"

ROOF PLAN ADDITION BUILDING 2C

2" 2"

BFAC

1 1 1 1

P-528

RECEPTION

2E-B140B

WAITING

2E-B140A

CUBICLES

2E-B127B

OFFICE

2E-B127A

OFFICE

2E-B127C

OFFICE

2E-B127E

INTERNS

2E-B127F

OFFICE

2E-B127D

COPY/WORK

2E-B137

OPEN OFFICE

2E-B140C

OFFICE

2E-B137AOPEN OFFICE

2E-B137C

OFFICE

2E-B140H

OFFICE

2E-B140G

OFFICE

2E-B140F

OFFICE

2E-B140E

OFFICE

2E-B140D

KITCHENETTE

2E-B042

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

ADDITION

FLOOR PLAN GENERAL NOTES

A. THESE DRAWINGS ARE DIAGRAMMATIC

ONLY AND ARE NOT TO BE SCALED. FIELD

VERIFY ALL DIMENSIONS, PIPE SIZES, AND

INVERTS. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES

AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT

ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING

STRUCTURAL MEMBERS. OFFSET PIPING

WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN

STRUCTURAL BEAM. NOTIFY COR AND

ARCHITECT OF ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR

PORTIONS OF FLOORS, CEILINGS AND/OR

SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO

MATCH EXISTING UNLESS NOTED

OTHERWISE ON ARCHITECTURAL

DRAWINGS.

D. CONTRACTOR SHALL INSPECT AND ROD OUT

EXISTING SANITARY WASTE AND/OR SEWER

PIPING BEFORE MAKING ANY NEW

CONNECTIONS. CONTRACTOR SHALL NOTIFY

OWNER AND COR OF ALL SANITARY SEWER

WHICH IS NOT SERVICEABLE AND REQUIRE

REPLACEMENT.

E. PRIOR TO PERFORMING ANY PLUMBING

WORK OR PURCHASING ANY MATERIALS

VERIFY EXACT LOCATION, ROUTING, AND

PIPE SIZES, ETC. OF ALL EXISTING SANITARY

SEWER, VENT, AND STORM DRAINAGE

PIPING.

F. PROVIDE CLEANOUT(S) AS REQUIRED BY

INTERNATIONAL PLUMBING CODE, LOCAL

CODE, AND/OR WHERE HORIZONTAL

SANITARY SEWER PIPING CHANGES

DIRECTION OVER 45°.

G. NEW 2" SANITARY SEWER PIPING SHALL BE

SLOPED A MINIMUM TWO PERCENT, ONE-

QUARTER INCH PER FOOT. NEW 3" AND 4"

SANITARY SEWER PIPING SHALL BE SLOPED

A MINIMUM ONE PERCENT, ONE-EIGHT INCH

PER FOOT.

H. ALL HORIZONTAL STORM DRAINAGE PIPING

SHALL BE INSULATED.

I. SEE ARCHITECTURAL PLANS FOR WALL

RATINGS.

FLOOR PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. EXISTING FIXTURE TO REMAIN.

2. CONNECT NEW SANITARY SEWER PIPING TO

EXISTING SANITARY SEWER PIPING ABOVE

FIRST FLOOR CEILING AT APPROXIMATE

LOCATION INDICATED.

3. CONNECT NEW VENT PIPING TO EXISTING

VENT PIPING ABOVE SECOND FLOOR

CEILING AT APPROXIMATE LOCATION

INDICATED.

4. CONNECT 2" SS INTO EXISTING SS STACK

ABOVE THIRD FLOOR CEILING.

5. CONNECT 2" VENT INTO EXISTING VENT

STACK ABOVE FOURTH FLOOR CEILING

6. 2" SS-DN.

P-528

S A

N

SAN

V

S A

N

V

V

2"

AC

BF

2"

BF

OFFICE

1-434C

OFFICE

1-434B

OFFICE

1-434A

OPEN OFFICE

1-434

SMALL CONF

1-434D

OPEN OFFICE

1-445

OFFICE

1-445A

HUDVASH

42-216

HUDVASH

42-217

HUDVASH

42-218

CORR

42-215

HAC

42-214

MECH

42-219

OFFICE

42-213

HUDVASH

42-209

CORR

42-207

SUPERS

42-211

WAITING

42-202

CORR

42-203

TEAM

42-206

VOCATIONAL

42-205 GRANT

42-204

STO

42-201A

HCHV

42-201

TLT

42-208 th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

WASTE, DRAIN, AND VENT PIPING

BUILDING 1, 2E, 3, AND 42 PLANS

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PL104

689-402

JUNE 7, 2019 RWC GTK 113

1, 2E, AND 42

1/8" = 1'-0"

WASTE, DRAIN, AND VENT PIPING

FLOOR PLAN BUILDING 2E

1/8" = 1'-0"

WASTE, DRAIN, AND VENT PIPING

FOURTH FLOOR - BUILDING 1

1/8" = 1'-0"

WASTE, DRAIN, AND VENT PIPING

SECOND FLOOR PLAN - BULDING 42

2"

2"

2"

P-555

P-555

P-555

P-555 P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555P-609

P-402

P-103

P-402 P-402

P-103

P-528

P-402

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-103

P-103

P-402

P-402

P-555

P-402

P-402

P-402 P-402

P-103

P-103

P-402P-402

P-505

P-502

P-524

P-103 P-103

P-524

P-402

4" 3"

2"

2"

1 1/2" 3"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"4"

3"

3"

2"

2"

2"

2"

2"

2" 6"

2"

2"

4"

4"

2"

6"

4"

4"

3"

3"

2"

2"

2"

4"

2"VTR

2"VTR

4"

4"

4"

4"

4"

4"

4"CO

6"

4"CO

3"

3"

3"

2"

4"

4"

4"

4"

4"

4"

4"

2"

4"

2"

4"

4"

2"

4"

4"

2"

2"VTR

2"VTR

2"

2"

2"VTR

2"VTR

4"

CO

2"2"

2"2"

2"

2"

2"

2" 2"

2"

4"

2"

2"

2"

2"

CO

CO

2"

2"

2"2"

2"

2"

2"

2"

2"2"

3"

3"

2"

2"

2"

2"

2"

2"

4"

OD

SD

2"VTR

2"VTR

2"VTR

2"VTR

4"CO

2"VTR

2"VTR

2"VTR

2"VTR

2"VTR

4"COTG

SD

OD

SD

4"COTG

4"COTG

SD

SD

OD2"VTR

3"COTG

3"COTG

P-103 P-402

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S A

N

S A

N

S A

N

S A

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S A

N

S A

N

S A

N

S A

N

SD

SD

SD

SD S

A

N

S D

SD

O D

O D

O D

SD

SD

SD

SD

S D

S D

4"

2" 4"

4"

2"

3"VTR

CO

4"CO

4"CO

4"CO

4"CO

CO

CO

CO

S A

N

S A

N

CO

6"

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

WASTE, DRAIN, AND VENT

ISOMETRIC RISER DIAGRAMS

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PL201

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

WASTE, DRAIN, AND VENT ISOMETRIC

RISER DIAGRAM

P-402

P-103

P-502

P-524

P-555

P-555

P-555

P-402

P-555

P-555

P-555

P-555

P-555P-555

P-555

P-555P-555

P-555

P-555

P-555

P-555

P-555

P-555 P-555

P-524

P-103 P-103

P-402

P-402

P-103

P-402

P-402

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-528

P-555

P-555

P-555

P-103

P-402

P-103

P-402

P-609

P-402

P-103

P-402

P-103

DCWS

P-103

2"

P-402

P-555

P-402

P-402

P-402

P-505

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

ACAC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC AC AC

A B C ED F

OPEN OFFICE

2C-1178

EXAM

2C-1176

EXAM

2C-1177

EXAM

2C-1175

EXAM

2C-1174

EXAM

2C-1179

EXAM

2C-1180

HSS

2C-1182

LINEN

2C-1181

PHARM D

2W-132B

OIT COMM

2W-132A

EXAM

2W-130B

EXAM

2W-130A

EXAM

2W-127

TOILET

2W-126

WOMEN ISO/PROC

2W-125

ANTE

2W-124

SOILED UTIL

2W-122

EXAM

2W-120

EXAM

2W-119

EXAM

2W-118

OPEN OFFICE

2W-117

OPEN OFFICE

2W-117

CORR

1C3

F TLT

2W-116

EXAM

2W-114

EXAM

2W-112

EXAM

2W-109A

EXAM

2W-108A

EXAM

2W-107B

CONF

2W-107A

EXAM

2W-105B

EXAM

2W-105A

OPEN OFFICE

2W-102

CORR

1C2

EXAM

2W-103B

EXAM

2W-108B

CLEAN UTIL

2W-131B

MED

2W-131C

EQUIP

2W-109B

EQUIP

2W-109B

M TLT

2W-115

TOILET

2W-110

TOILET

2W-113

ELEC

2W-129

STAIR

2W-S

FMS COMM

2W-128

HAC

2W-131A

EXAM

2W-121

EXAM

2W-123

CORR

1C5

CORR

1C4

CORR

1C1-02W

EXAM

2W-101

STAIR 8

2C-S8

RECEPTION

2C-1146

VESTIBULE

2W-215

WAITING

2C-1141

CORR

C1-1041

SWITCHBOARD

2C-1164

EXAM

2C-1166

OPEN OFFICE

2C-1165

EXAM

2C-1167

SMALL MED

2C-1169

EXAM

2C-1171

EXAM

2C-1172

EXAM

2C-1173 EXAM

2C-1168

OPEN OFFICE

2C-1165

TOILET

2C-1145

TRIAGE

2C-1144

TOILET

2C-1143

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

ADDITION

FLOOR PLAN GENERAL NOTES

A. THESE DRAWINGS ARE DIAGRAMMATIC

ONLY AND ARE NOT TO BE SCALED. FIELD

VERIFY ALL DIMENSIONS, PIPE SIZES, AND

INVERTS. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES

AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT

ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING

STRUCTURAL MEMBERS. OFFSET PIPING

WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN

STRUCTURAL BEAM. NOTIFY COR AND

ARCHITECT OF ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR

PORTIONS OF FLOORS, CEILINGS AND/OR

SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO

MATCH EXISTING UNLESS NOTED

OTHERWISE ON ARCHITECTURAL

DRAWINGS.

D. PRIOR TO PERFORMING ANY PLUMBING

WORK OR PURCHASING ANY MATERIALS,

VERIFY EXACT LOCATION, ROUTING, AND

PIPE SIZES, ETC. OF ALL EXISTING

DOMESTIC WATER PIPING.

E. REFER TO DOMESTIC WATER ISOMETRIC

RISER DIAGRAM FOR PIPE SIZES ON

PLUMBING DRAWING PP301.

F. SEE ARCHITECTURAL PLANS FOR WALL

RATINGS.

FLOOR PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. 1/2" DOMESTIC HOT WATER RETURN DN

2. 1/2" DOMESTIC COLD WATER RETURN DN

3. 1-1/2" DOMESTIC HOT WATER SUPPLY DN

4. 2" DOMESTIC HOT WATER SUPPLY DN

5. 2" DOMESTIC COLD WATER SUPPLY DN

6. 2-1/2" DOMESTIC COLD WATER SUPPLY DN

7. 3" DOMESTIC COLD WATER SUPPLY DN

8. 3/4" NON-FREEZE WALL HYDRANT WITH

VACUUM BREAKER. MOUNT CENTERLINE OF

HYDRANT 24 INCHES ABOVE FINISHED

GRADE.

9. PROVIDE SHUT-OFF VALVE IN VERTICAL

WITH ACCESS PANEL.

10. NEW BALANCING VALVE ASSEMBLY (CIRCUIT

SETTER) ABOVE CEILING AT APPROXIMATE

LOCATION INDICATED. CIRCUITS SHALL BE

TESTED, BALANCED, AND CERTIFIED BY A

COMPANY WHO SPECIALIZES IN SUCH

SERVICES. A TEST AND BALANCE REPORT

SHALL BE PROVIDED.

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

DOMESTIC WATER DISTRIBUTION

FIRST FLOOR BUILDINGS 2C & 2W

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PP101

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

1/8" = 1'-0"

FIRST FLOOR DOMESTIC WATER

DISTRIBUTION BUILDINGS 2C & 2W

P-528

1 3/4"

3/4"

AC

6 5

EXISTING DOMESTIC

WATER ABOVE CEILING

OFFICE

2E-B127A

CUBICLES

2E-B127B

OFFICE

2E-B127C

OFFICE

2E-B127D

INTERNS

2E-B127F

OFFICE

2E-B127E

RECEPTION

2E-B140B

WAITING

2E-B140A

OPEN OFFICE

2E-B140C

C O

P Y

/W O

R K

E

-B

OFFICE

2E-B137A

KITCHENETTE

2E-B042

OFFICE

2E-B137B

OFFICE

2E-B140H

OFFICE

2E-B140G

OFFICE

2E-B140F

OFFICE

2E-B140E

OFFICE

2E-B140D

BUILDING 2W

BUILDING 2C

BUILDING 2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B

LD

G

KEY PLAN

NTS

ADDITION

FLOOR PLAN GENERAL NOTES

A. THESE DRAWINGS ARE DIAGRAMMATIC

ONLY AND ARE NOT TO BE SCALED. FIELD

VERIFY ALL DIMENSIONS, PIPE SIZES, AND

INVERTS. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS AND

LOCATIONS OF ALL PLUMBING FIXTURES

AND EQUIPMENT.

B. COORDINATE PIPE ROUTING WITH DUCT

ROUTING, EQUIPMENT LOCATIONS,

ELECTRICAL INSTALLATIONS, AND BUILDING

STRUCTURAL MEMBERS. OFFSET PIPING

WHERE REQUIRED TO AVOID CONFLICTS.

AVOID PENETRATING ANY MAIN

STRUCTURAL BEAM. NOTIFY COR AND

ARCHITECT OF ANY CONFLICTS.

C. CONTRACTOR SHALL REMOVE AND REPAIR

PORTIONS OF FLOORS, CEILINGS AND/OR

SLABS AFFECTED BY PLUMBING

MODIFICATIONS. REPAIR SURFACES TO

MATCH EXISTING UNLESS NOTED

OTHERWISE ON ARCHITECTURAL

DRAWINGS.

D. PRIOR TO PERFORMING ANY PLUMBING

WORK OR PURCHASING ANY MATERIALS,

VERIFY EXACT LOCATION, ROUTING, AND

PIPE SIZES, ETC. OF ALL EXISTING

DOMESTIC WATER PIPING.

E. SEE ARCHITECTURAL PLANS FOR WALL

RATINGS.

FLOOR PLAN KEY NOTES

(ALL NOTES NOT USED ON ALL SHEETS)

1. CONNECT NEW DOMESTIC COLD WATER

SUPPLY PIPING TO EXISTING DOMESTIC

COLD WATER SUPPLY PIPING ABOVE

CEILING AT APPROXIMATE LOCATION

INDICATED.

2. CONNECT NEW DOMESTIC HOT WATER

SUPPLY PIPING TO EXISTING DOMESTIC HOT

WATER SUPPLY PIPING ABOVE CEILING AT

APPROXIMATE LOCATION INDICATED.

3. CONNECT NEW DOMESTIC HOT WATER

RETURN PIPING TO EXISTING DOMESTIC

HOT WATER RETURN PIPING ABOVE CEILING

AT APPROXIMATE LOCATION INDICATED.

4. NEW BALANCING VALVE ASSEMBLY (CIRCUIT

SETTER) ABOVE CEILING AT APPROXIMATE

LOCATION INDICATED. DOMESTIC HOT

WATER CIRCULATION CIRCUITS SHALL BE

TESTED, BALANCED, AND CERTIFIED BY A

COMPANY WHO SPECIALIZES IN SUCH

SERVICES. A TEST AND BALANCE REPORT

SHALL BE PROVIDED INDICATING A MINIMUM

HOT WATER TEMPERATURE OF 120

DEGREES AT THE MOST REMOTE PLUMBING

FIXTURE ON EACH CIRCUIT.

5. 1/2"DCWS-DN TO FIXTURE STOP.

6. 1/2"DHWS-DN TO FIXTURE STOP.

7. NO NEW PLUMBING WORK IN THIS AREA.

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

HUDVASH

42-216

HUDVASH

42-217

HUDVASH

42-218

MECH

42-219

OFFICE

42-213

SUPERS

42-211

HUDVASH

42-209

WAITING

42-202

CORR

42-203

TEAM

42-206

VOCATIONAL

42-205

GRANT

42-204

STO

42-201A

HCHV

42-201

CORR

42-215

HAC

42-214

P-528

1/2"

1/2"

1/2"

EXISTING DOMESTIC

WATER ABOVE CEILING

SMALL CONF

1-434D

OPEN OFFICE

1-434

OFFICE

1-434C

OFFICE

1-434B

OFFICE

1-434A

OPEN OFFICE

1-445

OFFICE

1-445A th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

DOMESTIC WATER DISTRIBUTION

BUILDING 1, 2E, 3 AND 42

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PP102

689-402

JUNE 7, 2019 RWC GTK 113

1, 2E, AND 42

1/8" = 1'-0"

DOMESTIC WATER DISTRIBUTION

BASEMENT PLAN BUILDING 2E

1/8" = 1'-0"

DOMESTIC WATER DISTRIBUTION

SECOND FLOOR PLAN - BULDING 42

1/8" = 1'-0"

DOMESTIC WATER DISTRIBUTION

FOURTH FLOOR - BUILDING 1

1 1/2"

1 1/4"

1 1/2"

3/4"

1 1/2"

3/4"

P-555

P-555

P-555

P-555P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555 P-609

P-402

P-103

P-402

P-402

P-103

P-528

P-402

P-555

P-555 P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-555

P-103

P-103

P-402

P-402

P-555

P-402

P-402

P-402 P-402

P-103

P-103

P-402

P-402

P-505

P-502

P-528

P-103

P-103

P-528

P-402

3/4"

3/4"

1 1/2"

2"

3/4"

2"

2"

1 1/4"

1"

1"

1"

1 1/2"

1 1/4"

2"

1 1/2"

1 1/2" 1 1/2"

1 1/2"

1 1/2" 1 1/2"

2" 2 1/2"

2"

2 1/2"

2 1/2"

2 1/2"

1 1/2"

2 1/2"

2 1/2"

2 1/2"

2"

2"

1 1/2"

1 1/4"

2"

1 1/2"

1 1/2"

1 1/4"

1"

1"

1/2" 1"

1/2"

1/2"1/2"

1/2"

3/4"

3"

3" th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

DOMESTIC WATER DISTRIBUTION

ISOMETRIC RISER DIAGRAM

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PP301

689-402

JUNE 7, 2019 RWC GTK 113

2C AND 2W

DMOESTIC WATER DISTRIBUTION

ISOMETRIC RISER DIAGRAM

SCALE: NONE

SCALE: NONE

NONESCALE:

NONESCALE:

PT

F T P

PT

TT

FF

PTT

T PF

T

CL pH

36" REF. ONLY

°F

140°F

TS

T S

TS

D

D

D D

END OF PIPE CLEANOUT

HEAVY DUTY

NO-HUB

COUPLING

18x18x6

CONCRETE PAD

FLOW FLOW

LINE SIZE

SERVICE WEIGHT

CAST IRON

SERVICE WEIGHT

CAST IRON

COMBINATION WYE

& EIGHTH BEND

"C.O." CAST IN

SECURED COVER

FLASHING CLAMP

FLASHING FLANGE

(WHEN SPECIFIED)

ADJUSTABLE TOP

AND FRAME

SERVICE WEIGHT HUB

AND SPIGOT PIPE

GRADE

FLOW FLOW

LINE SIZE

SERVICE WEIGHT

CAST IRON

SERVICE WEIGHT

CAST IRON

COMBINATION WYE

& EIGHTH BEND

"C.O." CAST IN

SECURED COVER

FLASHING CLAMP

FLASHING FLANGE

(WHEN SPECIFIED)

FINISHED FLOOR

ADJUSTABLE TOP

AND FRAME

SERVICE WEIGHT HUB

AND SPIGOT PIPE

°F

°F

°F

160°F

160°F 160°F

WATER HEATER SYSTEM DETAIL

OUTSIDE CLEANOUT DETAIL

FLOOR CLEANOUT DETAIL

A. HOT AND COLD WATER SUPPLY PIPING SHALL BE

INSTALLED FOR PARALLEL WATER HEATERS USING

"REVERSE RETURN" METHOD.

ELECTRIC WATER HEATER. REFER TO SCHEDULE ON DRAWING

P-001.

THERMOSTATIC PRESSURE BALANCED MIXING VALVE. REFER

TO SCHEDULE ON DRAWING P-001.

HOT WATER CIRCULATION PUMP. REFER TO SCHEDULE ON

DRAWING P-001. CONNECT TO AQUASTAT CONTROLLED

ALTERNATING STARTER.

MASTER THERMOSTATIC PRESSURE TEMPERING VALVE.

REFER TO SCHEDULE ON DRAWING P-001.

ASME APPROVED T&P RELIEF VALVE.

RELIEF DRAIN PIPE. FULL SIZE OF DISCHARGE OPENING.

THERMAL EXPANSION TANK. REFER TO SCHEDULE ON

DRAWING P-001.

ANALOG THERMOMETER, TEMPERATURE SENSOR, AND PETE'S

PLUG, (TYPICAL).

HEAT TRAP. INSULATE ALL PIPING.

UNION, (TYPICAL).

CONCRETE PAD WITH CHAMFERED EDGES REFER TO

STRUCTURAL DRAWINGS..

CHECK VALVE, (TYPICAL).

NORMALLY CLOSED BY-PASS.

BALANCING VALVE. SET FLOW TO ACHIEVE A RETURN

TEMPERATURE OF 125°. PROVIDE TEST AND BALANCING

SERVICES.

VACUUM RELIEF VALVE.

AQUASTAT.

COLD WATER CIRCULATION PUMP. REFER TO SCHEDULE ON

DRAWING P-001. CONNECT TO DDC TIMED CONTROLLED

ALTERNATING STARTER.

ANALOG PRESSURE GAUGE AND PRESSURE SENSOR.

FLOW SENSOR.

CHLORINE SENSOR.

POTENTIAL HYDROGEN pH SENSOR.

(WATER HEATER SYSTEM DETAIL ONLY)

(WATER HEATER SYSTEM DETAIL ONLY)

NOTES:

GENERAL NOTES:

8 8

10 10

6 6

FLOOR DRAIN

FINISHED FLOOR

DOMESTIC HOT

WATER RECIRCULATION

DOMESTIC COLD

MAIN

DOMESTIC HOT

WATER SUPPLY

DOMESTIC COLD

WATER SUPPLY

DOMESTIC COLD

WATER RECIRCULATION

th re e in ch es o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL

FINAL SUBMITTAL

DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

PP401

689-402

JUNE 7, 2019 RWC GTK 113

1,2,C,W,C,3,42