36C24518B0233-007.pdf

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CONST DOM CLINIC & CLC ADMIN PROJ 613-121 Federal contract opportunity
Solicitation number
36C24518B0233
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5

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RP-

PLUMBING CIRCULATING PUMP SCHEDULE

MARK VOLTAGE / PHASETYPE

MOTOR

H.P.

TOTAL HEAD

IN FEET

GALLONS

PER MINUTE

LOCATION

SHOCK ABSORBER SCHEDULE

5020ABSORBOTRON TYPE NO. 503050105005 5040 5050

FLOOR DRAIN SCHEDULE

LOCATION SEWERSIZETYPE REMARKS

RP-

RP-

RP-

DOMESTIC WATER CALCULATIONS

WSFU FLUSH VALVESIZE

GPM

WSFU FLUSH TANKFLUSH

VALVE

FLUSH

TANK

DOMESTIC WATER HEATER SCHEDULE

TYPE

RECOVERY

AT 48°F RISE

MARK CAPACITY LOCATIONKW VOLTAGE/PHASE

WH-

WH-

1. BASIS OF DESIGN: GRUNDFOS. MODEL: MAGNA3 32-60F 98126822.

2. PUMP MOTOR SHALL BE LISTED BY THE NATIONAL RECOGNIZED TEST LABORATORY (NRTL) FOR U.S.

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.

1. WH-1 BASIS OF DESIGN: MANUFACTURE EEMAX ACCUMIX MT004120T.

2. WH-2 BASIS OF DESIGN: MANUFACTURE EEMAX ACCUMIX MB004120T.

3. WATER HEATER SHALL HAVE MINIMUM FLOW 0.3 GPM AND MAXIMUM FLOW 2.5 GPM.

4. SET WATER HEATER OUTLET TEMPERATURE AT 110 DEGREES F.

5. CONTRACTOR SHALL PROVIDE 1070 MIXING VALVES OR ASSE 1070 COMPLAINT ELECTRIC TANKLESS

WATER HEATER IF BASIS OF DESIGN IS NOT INSTALLED.

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

ACCEPTABLE.

S = SANITARY

ST = STORM

C = FINISHED AREA

D = LATEX MASTIC/THIN SET TILE

1. REFER TO DRAWINGS FOR LOCATION OF FLOOR DRAIN.

NOTES:

NOTES:

NOTES:

NOTES:

LEGEND: TYPE:

NOTES:

WATER CLOSET,

FLUSH VALVE,

PUBLIC

1 AND 7

LAVATORY, PUBLIC 2 AND 7

SERVICE SINK 6

SINK, CRS 3 AND 7

SINK, CRS 4 AND 7

ELECTRIC WATER

COOLER

5 AND 7

WALL HYDRANT

WATER SUPPLY BOX

UNIT

FLOOR DRAIN

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

2. WALL HUNG, SINGLE LEVER HANDLE CONTROL FAUCET, 0.35 GPM MAXIMUM LAMINAR FLOW DEVICE.

PROVIDE AND INSTALL NEW ELECTRIC TANKLESS WATER HEATER (WH-1) UNDER LAVATORY.

3. COUNTER-TOP MOUNT, STAINLESS STEEL, DOUBLE COMPARTMENT, SWING ARM FAUCET WITH SINGLE

LEVER CONTROL, 0.5 GPM MAXIMUM LAMINAR FLOW DEVICE. PROVIDE AND INSTALL NEW ELECTRIC

TANKLESS WATER HEATER (WH-2) UNDER COUNTER IN CABINET SPACE.

4. COUNTER-TOP MOUNT, STAINLESS STEEL, SINGLE COMPARTMENT, GOOSENECK FAUCET WITH

ELECTRONIC SENSOR OPERATION, 0.5 GPM MAXIMUM LAMINAR FLOW DEVICE. PROVIDE AND INSTALL

NEW ELECTRIC TANKLESS WATER HEATER (WH-2) UNDER COUNTER IN CABINET SPACE.

5. WALL HUNG, STAINLESS STEEL FOUNTAIN, MECHANICALLY COOLED, DUAL HEIGHT, WITH BOTTLE

FILLER.

6. PROVIDE AND INSTALL NEW ELECTRIC TANKLESS WATER HEATER (WH-2) ON WALL.

7. HANDICAPPED FIXTURE. FIXTURE SHALL MEET THE AMERICANS WITH DISABILITIES ACT AND THE

BARRIER-FREE HEALTHCARE INITIATIVE REQUIREMENTS.

WATER CLOSET,

FLUSH VALVE,

PUBLIC

LAVATORY, PUBLIC 4

SERVICE SINK 1

SINK, CRS 1

SINK, CRS 6

ELECTRIC WATER

COOLER

WALL HYDRANT 2

WATER SUPPLY BOX

UNIT

FLOOR DRAIN 2

58.00 GPM.

54.00 GPM

19.60 GPM

4" DRAINAGE 2-1/2" DCWS ~ 1-1/4" DHWS

WATER CLOSET,

FLUSH VALVE,

PUBLIC

LAVATORY, PUBLIC 3

SERVICE SINK 1

SINK, CRS 8

ELECTRIC WATER

COOLER

WALL HYDRANT 2

FLOOR DRAIN 2

54.00 GPM

50.00 GPM

19.00 GPM

4" DRAINAGE 2" DCWS ~ 1-1/4" DHWS

P-103

P-401

P-502

P-524

P-528

P-609

P-801

P-812

FD-1

P-103

P-401

P-502

P-524

P-528

P-609

P-801

P-812

FD-1

P-103

P-401

P-502

P-528

P-609

P-801

FD-1

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

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 -

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 16.00 10.00 40.00 - - 10.00 40.00

1.00 4.00 1.50 6.00 1.50 6.00 2.00 8.00

2.00 2.00 3.00 3.00 3.00 3.00 4.00 4.00

3.00 3.00 1.50 1.50 1.50 1.50 2.00 2.00

3.00 18.00 1.50 9.00 1.50 9.00 2.00 12.00

0.50 1.00 0.25 0.50 - - 0.25 0.50

2.00 4.00 - - - - - -

48.00 60.00 19.50 66.50

DOMESTIC WATER SUPPLY 66.50 WSFU =

DOMESTIC COLD WATER SUPPLY 60.00 WSFU =

DOMESTIC HOT WATER SUPPLY 19.50 WSFU =

PIPE SIZE:

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 12.00 10.00 30.00 - - 10.00 30.00

1.00 3.00 1.50 4.50 1.50 4.50 2.00 6.00

2.00 2.00 3.00 3.00 3.00 3.00 4.00 4.00

3.00 24.00 1.50 12.00 1.50 12.00 2.00 16.00

0.50 0.50 0.25 0.25 - - 0.25 0.25

2.00 4.00 - - - - - -

45.50 49.75 19.50 56.25

DOMESTIC WATER SUPPLY 56.25 WSFU =

DOMESTIC COLD WATER SUPPLY 49.75 WSFU =

DOMESTIC HOT WATER SUPPLY 19.50 WSFU =

PIPE SIZE:

PLUMBING FIXTURE SCHEDULE

NOTES:

CLC ADMIN. FIXTURE UNIT CALCULATION

DOM. CLINIC FIXTURE UNIT CALCULATION

1 IN-LINE 1/12 115 / SINGLE 8 3 MECH. 501D-102

P.D.I. SYMBOLS A B C D E F

FIXTURE UNIT RATING 1-11 12-32 33-60 61-113 114-154 155-330

MECHANICAL SPACE FD-E 4" S 1

HAC FD-C OR D 3" S 1

2 IN-LINE 1/12 115 / SINGLE 8 3 MECH. 501D-102

3 IN-LINE 1/12 115 / SINGLE 8 3 MECH. 502F-128

4 IN-LINE 1/12 115 / SINGLE 8 3 MECH. 502F-128

1/2" 3 3 - 1

3/4" 6 6 - 2

1" 15 15 1 10

1-1/4" 21 23 6 25

1-1/2" 30 34 12 60

2" 61 64 45 180

2-1/2" 75 94 275 500

1 TANKLESS 0.5 GPM ELECTRIC 120 / SINGLE P-4013.5 KW

2 TANKLESS 0.5 GPM ELECTRIC 120 / SINGLE P-502 P-524, P-5283.5 KW

VENT THROUGH ROOF - DIAGRAMMATIC

WATER HAMMER ARRESTOR

'A'

DOMESTIC COLD WATER

DOMESTIC HOT WATER (130°F)

DOMESTIC COLD WATER RECIRCULATING

SOIL, WASTE OR SANITARY SEWER

BALL VALVE

BALANCING VALVE

UNION

OVERFLOW RAINLEADER PIPINGOF

RAINLEADER PIPINGRL

VENT PIPING

PIPE TURNING DOWN

PIPE TURNING UP

PITCH DOWN IN DIRECTION OF ARROW

NATURAL GAS PIPINGG

AUTOMATIC AIR VENT

VALVES AND ACCESSORIES

AUTOMATIC FLOW CONTROL VALVE

BACKFLOW PREVENTER (BFD)

BALL VALVE

BUTTERFLY VALVE

CAPPED PIPE

CHECK VALVE

CONCENTRIC REDUCER

DIRECTION OF FLOW

ECCENTRIC REDUCER

FLANGED CONNECTION

FLEXIBLE CONNECTION

FLOW METER

GENERAL

LEGEND

INDICATES ITEM TO BE PROVIDED

FLOOR DRAIN WITH DEEP SEAL P-TRAPFD

CLEANOUT, GRADE TYPE

GCO

CLEANOUT, FLOOR TYPE

FCO

CLEANOUT

CO

BRANCH SIDE CONNECTION

BRANCH TOP CONNECTION

BRANCH BOTTOM CONNECTION

STORM DRAINAGE PIPINGSD

SAN

ABBREVIATIONS

GENERAL NOTES

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

PLUMBING LEGEND, GENERAL NOTES, AND

SCHEDULES

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

P001

613-121

June 27, 2018 GTK DLB

AC ABOVE CEILING

ADA AMERICANS WITH DISABILITIES ACT

ARCH ARCHITECTURAL

BF BELOW FLOOR

BG BELOW GRADE

DCWR DOMESTIC COLD WATER RETURN

DCWS DOMESTIC COLD WATER SUPPLY

DFU DRAINAGE FUXTURE UNITS

DIA DIAMETER

DN DOWN

DWG DRAWING

EX EXISTING

FCO CLOOR CLEANOUT

FU FIXTURE UNITS

GPM GALLONS PER MINUTE

HB HOSE BIBB

kW KILLOWATTS

MISC MISCELLANEOUS

MV MIXING VALVE

NIC NOT IN CONTRACT

OD OVERFLOW DRAIN

RD ROOF DRAIN

RL RAINLEADER

RP RECIRCULATION PUMP

TYP TYPICAL

WSFU WATER SUPPLY FIXTURE UNITS

1. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND

OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH CONTRACT PLANS, SPECIFICATIONS AND ALL APPLICABLE STATE AND LOCAL CODES.

2. PROVIDE A COMPLETE SYSTEM OF HOT AND COLD WATER, AND WASTE AND VENT PIPING TO ALL

FIXTURES WITHIN THE BUILDING.

3. ALL WATER, SOIL, WASTE, AND VENT PIPING LINES SHALL BE CONCEALED IN THE BUILDING

CONSTRUCTION, EXCEPT WHERE INDICATED OTHERWISE.

4. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING-IN PLUMBING FIXTURES.

5. ROUTING OF ALL PIPING SHALL BE COORDINATED WITH OTHER TRADES.

6. FIXTURES AND EQUIPMENT ARE INDICATED IN THE PLUMBING FIXTURE SCHEDULE, WATER HAMMER ARRESTOR SCHEDULE, PUMP SCHEDULE, AND AS SPECIFIED IN THE SPECIFICATIONS AS A GUIDE FOR GENERAL QUALITY AND PERFORMANCE DESIRED. FIXTURES AND EQUIPMENT BY OTHERS ARE

ACCEPTABLE PROVIDED THEY ARE OF THE SAME TYPE, QUALITY AND OPERATION.

7. ALL PLUMBING VENTS WITHIN A 15'-0" RADIUS OF ANY ROOF TOP UNIT OR FRESH AIR INTAKE SHALL

BE OFFSET TO CLEAR OUTSIDE THE RADIUS.

8. PROTECT COPPER PIPING AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS. HANGERS, SUPPORTS, ANCHORS AND CLIPS SHALL BE COPPER OR COPPER PLATED.

9. BASIS-OF -DESIGN FIXTURES AND EQUIPMENT LISTED IN THE SCHEDULES, ON THIS SHEET, BY

MANUFACTURER AND MODEL NUMBER INDICATE GENERAL QUALITY AND PERFORMANCE

CHARACTERISTICS REQUIRED. ITEMS HAVING EQUAL CHARACTERISTICS BY OTHER

MANUFACTURERS WILL BE ACCEPTABLE.

10. PROVIDE SHUT-OFF VALVES AND BACKFLOW PREVENTION DEVICES AT ALL CONNECTIONS TO

NON-POTABLE WATER SYSTEMS.

11 THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND NOT TO BE SCALED. FIELD VERIFY ALL

DIMENSIONS, PIPE SIZES, LOCATIONS, AND INVERTS. REFER TO ARCHITECTURAL DRAWINGS FOR

DIMENSIONS AND LOCATIONS OF ALL PLUMBING FIXTURES.

12 PROVIDE CLEANOUTS AS REQUIRED BY THE INTERNATIONAL PLUMBING CODE, LOCAL CODES, VA

PLUMBING DESIGN MANUAL, AT BOTTOM OF STACKS, AND WHERE HORIZONAL SANITARY SEWER

PIPING CHANGES DIRECTION OVER 45 DEGREES.

13 NEW 2 INCH SANITARY SEWER PIPING SHALL BE SLOPED A MINIMUM OF TWO PERCENT,

ONE-QUARTER INCH PER FOOT. NEW 3 INCH, 4 INCH, AND 6 INCH SANITARY SEWER PIPING SHALL BE

SLOPED A MINIMUM OF ONE PERCENT, ONE-EIGHTH INCH PER FOOT.

14 DOMESTIC COLD WATER SUPPLY, DOMESTIC COLD WATER RETURN, HORIZONTAL STORM DRAIN

PIPING SHALL BE INSULATED.

501D & 502F

F

2 2

2424244 2

6"

INV.EL.: 504.50'

8"

4778.97 S.F.

134.19 GPM

BG

INV.EL.: 503.87'

6"

3505.71 S.F.

193.52 GPM

BG

SANSAN SAN

S A

N

S A

N

S A

N

S A

N

SAN

S A

N

S D

SAN

SD

SD

SD SD SD SD SD

S D

1 3 3.1 3.4 4 4.5 4.8 5 5.3 6 7.4E 6.5 9E 7 7.5 8 12E 12.2E 9 9.7 9.8 9.9 14E 10 10.5 11 15E 12 16E

K

I

H

G.5

G

F

C.4

C.2

C

B.5

B

A

RE

QE

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

FOUNDATION WASTE, DRAIN, AND VENT

PIPING PLAN - CLC ADMIN

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL101

613-121

June 27, 2018 GTK DLB

1. 2"V-UP.

2. 2"SS-UP.

3. 3"SS-UP.

4. 4"SS-UP TO FIXTURE P-103 WATER CLOSET CARRIER.

5. 3"SS-UP TO FIXTURE P-502.

6. 3"SS-UP TO FLOOR DRAIN TYPE C OR TYPE D.

7. 4"SS-UP TO FLOOR DRAIN TYPE E.

8. 4"SD-UP.

9. 6"SD-UP.

10. 8"SD-UP.

11. 4"SS-UP TO FLOOR CLEANOUT.

12. 4"SD-UP TO FLOOR CLEANOUT.

13. 1/2" TRAP PRIMER PIPING UP AND ROUTE TO FLOOR DRAIN.

14. REFER TO CIVIL FOR CONTINUATION OF PIPING.

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

1/8" = 1' - 0" 0 5' 10' 15' 30'

X

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING DESIGN

GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING CHANGES

DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. REFER TO ISOMETRIC RISER DIAGRAM - WASTE DRAIN, AND VENT PIPING

ON DRAWING PL201 FOR PIPE SIZES.

TRUE

NORTH

PLAN

NORTH

501D

1/8" = 1'-0"

FOUNDATION PLAN - CLC ADMIN

EE AA

FF DD CC BB

21.4

SANSAN

SAN

SAN

SANSAN

S A

N

SAN

SAN

S A

N

SAN

INV.EL.: 503.27'

6"

1723.28 S.F.

48.39 GPM

INV.EL.: 504.11'

6"

SD

S D

S A

N

SAN

S D

S D S D

INV.EL.: 503.27'

6"

3906.60 S.F.

109.66 GPM

BG

BG

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

FOUNDATION WASTE, DRAIN, AND VENT

PIPING PLAN - DOM CLINIC

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL102

613-121

June 27, 2018 GTK DLB

1/8" = 1'-0"

FOUNDATION PLAN - DOM CLINIC

1. 4"SS-UP TO CLEANOUT.

2. 2"SS-UP.

3. 3"SS-UP.

4. 4"SS-UP.

5. 3"SS-UP TO FIXTURE P-502.

6. 3"SS-UP TO FLOOR DRAIN TYPE C OR TYPE D.

7. 4"SS-UP TO FLOOR DRAIN TYPE E.

8. 3"V-UP.

9. 4"SD-UP.

10. 1/2" TRAP PRIMER PIPING UP AND ROUTE TO FLOOR DRAIN.

11. REFER TO CIVIL FOR CONTINUATION OF PIPING.

12. 2"SS-UP TO FLOOR DRAIN TYPE C OR TYPE D.

1/8" = 1' - 0" 0 5' 10' 15' 30'

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING DESIGN

GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING CHANGES

DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. REFER TO ISOMETRIC RISER DIAGRAM - WASTE DRAIN, AND VENT PIPING

ON DRAWING PL201 FOR PIPE SIZES.

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

TRUE

NORTH

PLAN

NORTH

502F

DNDN

DN

DN

H

F

K

A

3.41

I

4.8

QE

10.59E 12.2E 9.94.5 5.3 6.5 7.5 8.4

CORR.

501D-105

ELECTRICAL

501D-104

LOADING

501D-103

MECHANICAL

501D-102

IT

501D-101

ENTRANCE

501D-100

CORRIDOR

501D-C1

ADMIN. SUPP.

501D-107

WAITING

501D-106

OFF. / EX.

501D-111

OFF. / EX.

501D-109

CONFERENCE

ROOM

501D-122

STOR.

501D-111A

CORRIDOR

501D-C2

N. CASE MAN.

501D-108

OFF. / EX.

501D-110

OFF. / EX.

501D-112

N. CASE MAN.

501D-113

PSYCHOL.

501D-114

G. FELLOW

501D-115

G. FELLOW

501D-116

COPY /

WORKROOM

501D-120

CUBICLES

501D-128

HAC

501D-134

CORR. A

501D-C3

LANDING

501D-136

ENTRANCE

501D-131

SERV. CHIEF.

501D-130

AD. ASST.

501D-129

STOR.

501D-129A

CORR. B

501D-C4

BUS. MAN.

501D-127

PROG. MAN.

501D-126

OFFICE/EXAM

501D-125

OFFICE/EXAM

501D-124

N. ADMIN.

501D-123 LIGHTWELL

501C-125A

CONNECTOR

RAMP

501D-C5

STAFF T.

501D-133

GUEST T.

501D-117

BREAK ROOM

501D-121

CONNECTOR

RAMP

501D-C5

BUILDING 501

P-103

P-401

P-103

P-401P-401

P-103

P-401

P-103

P-609

P-609

P-502 P-528 P-528

P-528 P-528

P-528

P-528

AC

AC AC

AC

AC

AC

AC

AC

AC

FCO

STAFF T.

501D-118

CORR. B

501D-C4

CORRIDOR

501D-C2

AC

AC

AC

9 8

10 8

8 10 8

P-524

FCO

16AC 1516

SD SD SD SD

SDSDSD SD

S D

OD OD OD OD

OD

OD OD OD

AC

AC

AC

AC

AC

FCOAC

AC

AC

AC

P-812

1 3 3.1 3.4 4 4.5 4.8 5 5.3 6 7.4E 6.5 9E 7 7.5 8 12E 12.2E 9 9.7 9.8 9.9 14E 10 10.5 11 15E 12 16E

K

I

H

G.5

G

F

C.4

C.2

C

B.5

B

A

RE

QE

3/4" 3/4"

RP-1

RP-2

BALL VALVE

TYPICAL

CHECK-VALVE

TYPICAL

36" A.F.F.

ANALOG

PRESSURE

GAUGE

TEMPERATURE

SENSOR AND

PETE'S PLUG

ANALOG

THERMOMETER

PRESSURE

SENSOR

FLOW

SENSOR

F

2 1/2"

REDUCED

PRESSURE

BACKFOW

PREVETER

NEW FIRE

PROTECTION

ENTRANCE RISER

2 1/2" 2 1/2"

ASSE 1070

ELECTRIC

TANKLESS

WATER

HEATER

WASTE

PIPING

SINK/

LAVATORY

DOMESTIC

HOT WATER

SUPPLY 110 F

DOMSTIC

COLD WATER

SUPPLY

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

FIRST FLOOR PLUMBING PIPING PLAN - CLC

ADMIN

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL103

613-121

June 27, 2018 GTK DLB

1/8" = 1'-0"

FIRST FLOOR PIPING PLAN - CLC ADMIN

1. CONNECT DOMESTIC COLD WATER SUPPLY TO FIRE PROTECTION SUPPLY

RISER ENTRANCE BELOW DOUBLE CHECK VALVE ASSEMBLY. REFER TO

DETAIL ON THIS DRAWING.

2. PROVIDE AND INSTALL DUPLEX REDUCED PRESSURE BACKFLOW

PREVENTER AT APPROXIMATE LOCATION INDICATED. REFER TO DETAIL

ON THIS DRAWING.

3. PROVIDE AND INSTALL ANALOG THERMOMETER, TEMPERATURE SENSOR,

AND PETE'S PLUG ON DOMESTIC COLD WATER PIPING AT APPROXIMATE

LOCATION INDICATED. SENSORS SHALL BE CONNECTED TO BUILDING

CONTROLS SYSTEM. COORDINATE WITH THE CONTROLS CONTRACTOR.

4. PROVIDE AND INSTALL BALANCING VALVE (CIRCUIT SETTER) ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED. DOMESTIC 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 OF 3 GPM FLOW OF

DOMESTIC COLD WATER.

5. PROVIDE AND INSTALL COLD WATER CIRCULATING PUMP RP-1 AND RP-2.

CONNECT TO DDC TIMED CONTROLLED ALTERNATING STARTER. REFER

TO CIRCULATING PUMP SCHEDULE ON DRAWING P001 AND DETAIL ON THIS

DRAWING.

6. PROVIDE AND INSTALL 3" FLOOR DRAIN TYPE C OR TYPE D. PROVIDE TRAP

PRIMER DEVICE.

7. PROVIDE AND INSTALL 4" FLOOR DRAIN TYPE E. PROVIDE TRAP PRIMER

DEVICE.

8. 2"SS-DN.

9. 3"SS-DN.

10. 4"SS-DN.

11. 2"V-DN AND 3"V-UP TO VENT THRU ROOF.

12. CHECK VALVE.

13. 3"V-UP TO VENT THRU ROOF.

14. 2"V-DN.

15. 3"SD-UP TO ROOF DRAIN.

16. 3"OD-UP TO EMERGENCY ROOF DRAIN.

17. 4"SD-UP TO ROOF DRAIN.

18. 4"OD-UP TO EMERGENCY ROOF DRAIN.

19. 6"SD-DN.

20. 8"SD-DN.

21. 6" DOWNSPOUT NOZZLE. MOUNT CENTERLINE AT 113" ABOVE FINISHED

GRADE.

22. 8" DOWNSPOUT NOZZLE. MOUNT CENTERLINE AT 113" ABOVE FINISHED

GRADE.

23. 4"SD-UP TO ROOF DRAIN.

24. 4"SD-DN.

25. PROVIDE AND INSTALL NEW TRAP PRIMER DEVICE AND ALL PIPING TO

FLOOR DRAIN.

26. PROVIDE AND INSTALL NEW 3/4" NON-FREEZE WALL HYDRANT (P-801).

MOUNT CENTERLINE OF WALL HYDRANT AT 24" ABOVE FINISHED GRADE.

NO SCALE

CIRCULATING PUMP DETAIL - CLC ADMIN

NO SCALE

BACKFLOW PREVENTER DETAIL - CLC ADMIN

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

1/8" = 1' - 0" 0 5' 10' 15' 30'

X

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING DESIGN

GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING CHANGES

DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. WASTE DRAIN, AND VENT PIPING REFER TO ISOMETRIC RISER DIAGRAM ON

DRAWING PL201 FOR SANITARY SEWER/WASTE PIPE SIZES.

D. DOMESTIC WATER DISTRIBUTION REFER TO ISOMETRIC RISER DIAGRAM

ON DRAWING PL301 FOR DOMESTIC WATER PIPE SIZES.

E. ALL HORIZONAL STORM DRAIN PIPING, OVERFLOW DRAIN PIPING, RAIN

WATER LEADER, BOTTOM OF ROOF DRAIN, AND EMERGENCY ROOF DRAIN

ABOVE CEILING SHALL ME INSULATED.

TRUE

NORTH

PLAN

NORTH

501D

NO SCALE

WATER HEATER CONNECTION DETAIL- CLC ADMIN

FF

DD CC AAEE

BB

21.4

MANAGER

502F-123

PSYCH.

502F-125

PSYCH.

502F-127

PSYCH.

502F-129

CORR. B

502F-C2

PA OFFICE

502F-126

MECHANICAL

502F-128

ELECT

502F-130

N. ASSESS.

502F-114

REC. THER.

502F-116

DIETICIAN

502F-118

IT

502F-120

SOC. WORK.

502F-121

PEER SUPP.

502F-119

DOM SUPV.

SCREEN.

502F-117

DOM STAFF

SCREENER

502F-115

CORR. A

502F-C1

DOM SCREENING

CLERK

502F-113

VESTIBULE

502F-110

N. ASSESS.

502F-109

N. ASSESS.

502F-108

TRIAGE

502F-104

CHECK IN

502F-102

WAITING

502F-103

N. STATION

502F-107

MEDS

502F-106

STAFF T.

502F-124

HAC

502F-122

SPEC. VEST.

502F-111

P-528

P-528

P-103

P-401

P-401

P-103

P-502

P-103 P-401

P-528

WCO

P-528

N. STATION

502F-105

LOBBY

502F-100

SPEC. T.

502F-112

FCO

P-528

P-528 P-528 P-528

ACAC

AC

AC

AC

AC

AC

AC

AC

AC

P-609

FCO AC

FCO

FCO

16 AC

AC

15 OD OD

O D O

D O

D

O D

O D

SD

1818 18

AC

RP-3

RP-4

3/4"3/4"

BALL VALVE

TYPICAL

CHECK-VALVE

TYPICAL

56" A.F.F.

ANALOG

PRESSURE

GAUGE

TEMPERATURE

SENSOR AND

PETE'S PLUG

ANALOG

THERMOMETER

PRESSURE

SENSOR

FLOW

SENSOR

2"

2"

NEW FIRE

PROTECTION

ENTRANCE

RISER

2"

REDUCED

PRESSURE

BACKFLOW

PREVENTER

ASSE 1070

ELECTRIC

TANKLESS

WATER

HEATER

WASTE

PIPING

SINK/

LAVATORY

DOMESTIC

HOT WATER

SUPPLY 110 F

DOMSTIC

COLD WATER

SUPPLY

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

FIRST FLOOR PLUMBING PIPING PLAN - DOM

CLINIC

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL104

613-121

June 27, 2018 GTK DLB

1/8" = 1'-0"

FIRST FLOOR PIPING PLAN - DOM CLINIC

1. CONNECT DOMESTIC COLD WATER SUPPLY TO FIRE PROTECTION SUPPLY

RISER ENTRANCE BELOW DOUBLE CHECK VALVE ASSEMBLY. REFER TO

DETAIL ON THIS DRAWING.

2. PROVIDE AND INSTALL DUPLEX REDUCED PRESSURE BACKFLOW

PREVENTER AT APPROXIMATE LOCATION INDICATED. REFER TO DETAIL

ON THIS DRAWING.

3. PROVIDE AND INSTALL ANALOG THERMOMETER, TEMPERATURE SENSOR,

AND PETE'S PLUG ON DOMESTIC COLD WATER PIPING AT APPROXIMATE

LOCATION INDICATED. SENSORS SHALL BE CONNECTED TO BUILDING

CONTROLS SYSTEM. COORDINATE WITH THE CONTROLS CONTRACTOR.

4. PROVIDE AND INSTALL BALANCING VALVE (CIRCUIT SETTER) ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED. DOMESTIC 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 OF 3 GPM FLOW OF

DOMESTIC COLD WATER.

5. PROVIDE AND INSTALL COLD WATER CIRCULATING PUMP RP-3 AND RP-4.

CONNECT TO DDC TIMED CONTROLLED ALTERNATING STARTER. REFER

TO CIRCULATING PUMP SCHEDULE ON DRAWING P001 AND DETAIL ON THIS

DRAWING.

6. PROVIDE AND INSTALL 3" FLOOR DRAIN TYPE C OR TYPE D. PROVIDE TRAP

PRIMER DEVICE.

7. PROVIDE AND INSTALL 4" FLOOR DRAIN TYPE E. PROVIDE TRAP PRIMER

DEVICE.

8. 2"SS-DN.

9. 3"SS-DN AND 3"V-UP.

10. 4"SS-DN.

11. 4"SS-DN AND 3"V-UP TO VENT THRU ROOF.

12. 2"V-UP TO VENT THRU ROOF.

13. 3"V-DN AND UP TO VENT THRU ROOF.

14. 2"SS-DN AND 3"-UP TO VENT THRU ROOF.

15. 4"RD-UP TO ROOF DRAIN.

16. 4"OD-UP TO EMERGENCY ROOF DRAIN.

17. 4"RD-DN.

18. 4" RAIN WATER NOZZLE. MOUNT CENTERLINE AT 155 INCHES ABOVE

FINISHED GRADE.

19. PROVIDE AND INSTALL NEW TRAP PRIMER DEVICE AND ALL PIPING TO

FLOOR DRAIN.

20. PROVIDE AND INSTALL NEW 3/4" NON-FREEZE WALL HYDRANT (P-801).

MOUNT CENTER OF WALL HYDRANT AT 24" ABOVE FINISHED GRAND.

21. PROVIDE AND INSTALL 2" FLOOR DRAIN TYPE C OR TYPE D. PROVIDE TRAP

PRIMER DEVICE.

NO SCALE

CIRCULATING PUMP DETAIL - DOM CLINIC

NO SCALE

BACKFLOW PREVENTER DETAIL - DOM CLINIC

TRUE

NORTH

PLAN

NORTH

502F

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

X

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING DESIGN

GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING CHANGES

DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. WASTE DRAIN, AND VENT PIPING REFER TO ISOMETRIC RISER DIAGRAM ON

DRAWING PL201 FOR SANITARY SEWER/WASTE PIPE SIZES.

D. DOMESTIC WATER DISTRIBUTION REFER TO ISOMETRIC RISER DIAGRAM

ON DRAWING PL301 FOR DOMESTIC WATER PIPE SIZES.

E. ALL HORIZONAL STORM DRAIN PIPING, OVERFLOW DRAIN PIPING, RAIN

WATER LEADER, BOTTOM OF ROOF DRAIN, AND EMERGENCY ROOF DRAIN

ABOVE CEILING SHALL ME INSULATED.

NO SCALE

WATER HEATER CONNECTION DETAIL - DOM CLINIC

1/8" = 1' - 0" 0 5' 10' 15' 30'

H

F

K

A

3.4

G.5

I

4.8

QE

10.59E 12.2E 9.94.5 5.3 6.5 7.5 8.4

1706.91 S.F.

47.93 GPM

1679.07 S.F.

47.15 GPM

3375.88 S.F.

94.79 GPM

2633.30 S.F.

73.94 GPM

2145.67 S.F.

60.25 GPM

129.83 S.F.

3.65 GPM

1 3 3.1 3.4 4 4.5 4.8 5 5.3 6 7.4E 6.5 9E 7 7.5 8 12E 12.2E 9 9.7 9.8 9.9 14E 10 10.5 11 15E 12 16E

K

I

H

G.5

G

F

C.4

C.2

C

B.5

B

A

RE

QE

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

ROOF PLAN PLUMBING PIPING PLAN - CLC

ADMIN

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL105

613-121

June 27, 2018 GTK DLB

TRUE

NORTH

PLAN

NORTH

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING

CODE, LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING

DESIGN GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING

CHANGES DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. WASTE DRAIN, AND VENT PIPING REFER TO ISOMETRIC RISER DIAGRAM ON

DRAWING PL201 FOR SANITARY SEWER/WASTE PIPE SIZES.

D. ALL HORIZONAL STORM DRAIN PIPING, OVERFLOW DRAIN PIPING, RAIN

WATER LEADER, BOTTOM OF ROOF DRAIN, AND EMERGENCY ROOF DRAIN

ABOVE CEILING SHALL ME INSULATED.

1/8" = 1'-0"

ROOF PLAN - CLC ADMIN

1. 3" VENT THRU ROOF.

2. 3" ROOF DRAIN.

3. 3" EMERGENCY ROOF DRAIN.

4. 4" ROOF DRAIN.

5. 4" EMERGENCY ROOF DRAIN.

1/8" = 1' - 0" 0 5' 10' 15' 30'

X

501D

FF

DD CC AAEE

BB

21.4

3 3 th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

ROOF PLAN PLUMBING PIPING PLAN - DOM

CLINIC

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL106

613-121

June 27, 2018 GTK DLB

1/8" = 1'-0"

ROOF PLAN - DOM CLINIC

1. 3" VENT THRU ROOF.

2. 4" ROOF DRAIN.

3. 4" EMERGENCY ROOF DRAIN.

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING

CODE, LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING

DESIGN GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING

CHANGES DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. WASTE DRAIN, AND VENT PIPING REFER TO ISOMETRIC RISER DIAGRAM ON

DRAWING PL201 FOR SANITARY SEWER/WASTE PIPE SIZES.

D. ALL HORIZONAL STORM DRAIN PIPING, OVERFLOW DRAIN PIPING, RAIN

WATER LEADER, BOTTOM OF ROOF DRAIN, AND EMERGENCY ROOF DRAIN

ABOVE CEILING SHALL ME INSULATED.

TRUE

NORTH

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

502F

INV.EL.: 504.50'

8"

4778.97 S.F.

134.19 GPM

BG

INV.EL.: 503.87'

6"

3505.71 S.F.

193.52 GPM

BG

S D

SD

SD

SD SD SD SD SD

S D

1 3 3.1 3.4 4 4.5 4.8 5 5.3 6 7.4E 6.5 9E 7 7.5 8 12E 12.2E 9 9.7 9.8 9.9 14E 10 10.5 11 15E 12 16E

K

I

H

G.5

G

F

C.4

C.2

C

B.5

B

A

RE

QE

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

FOUNDATION WASTE, DRAIN, AND VENT

PIPING PLAN - CLC ADMIN BID ALTERNATE 5

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL107

613-121

June 27, 2018 GTK DLB

1. 4"SD-UP.

2. 6"SD-UP.

3. 8"SD-UP.

4. 4"SD-UP TO FLOOR CLEANOUT.

5. REFER TO CIVIL FOR CONTINUATION OF PIPING.

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING DESIGN

GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING CHANGES

DIRECTIONS OVER 45 DEGREES.

B. 2" SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO PERCENT,

ONE-QUARTER INCH PER FOOT. 3" THRU 6" SEWER/WASTE PIPING SHALL

BE SLOPED A MINIMUM ONE PERCENT, ONE-EIGHTH INCH PER FOOT.

TRUE

NORTH

PLAN

NORTH

1/8" = 1'-0"

FOUNDATION PLAN - CLC ADMIN ALTERNATE NO. 5

1/8" = 1' - 0" 0 5' 10' 15' 30'

DNDN

DN

DN

1210.5

CORR.

501D-105

ELECTRICAL

501D-104

LOADING

501D-103

MECHANICAL

501D-102

IT

501D-101

ENTRANCE

501D-100

CORRIDOR

501D-C1

BUILDING 501

2AC

SD SD SD SD

SDSDSD SD

S D

OD OD OD OD

OD

OD OD OD

AC

AC

AC

AC

AC

AC

AC

AC

CONNECTOR

RAMP

501D-C5

CONNECTOR

RAMP

501D-C6

1 AC

AC

AC

AC

AC

S D

FCO

1 3 3.1 3.4 4 4.5 4.8 5 5.3 6 7.4E 6.5 9E 7 7.5 8 12E 12.2E 9 9.7 9.8 9.9 14E 10 10.5 11 15E 12 16E

K

I

H

G.5

G

F

C.4

C.2

C

B.5

B

A

RE

QE

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

FIRST FLOOR PLUMBING PIPING PLAN - CLC

ADMIN BID ALTERNATE 5

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL108

613-121

June 27, 2018 GTK DLB

1. 3"SD-UP TO ROOF DRAIN.

2. 3"OD-UP TO EMERGENCY ROOF DRAIN.

3. 4"SD-UP TO ROOF DRAIN.

4. 4"OD-UP TO EMERGENCY ROOF DRAIN.

5. 6"SD-DN.

6. 8"SD-DN.

7. 6" DOWNSPOUT NOZZLE. MOUNT CENTERLINE AT 113" ABOVE FINISHED

GRADE.

8. 8" DOWNSPOUT NOZZLE. MOUNT CENTERLINE AT 113" ABOVE FINISHED

GRADE.

9. 4"SD-DN.

GENERAL NOTES

KEY NOTES

GRAPHIC SCALE(S)

1/8" = 1' - 0" 0 5' 10' 15' 30'

X

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING CODE,

LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING DESIGN

GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING CHANGES

DIRECTIONS OVER 45 DEGREES.

B. 2" SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO PERCENT,

ONE-QUARTER INCH PER FOOT. 3" THRU 6" SEWER/WASTE PIPING SHALL

BE SLOPED A MINIMUM ONE PERCENT, ONE-EIGHTH INCH PER FOOT.

C. ALL HORIZONTAL STORM DRAINAGE PIPING SHALL BE INSULATED.

TRUE

NORTH

PLAN

NORTH

1/8" = 1'-0"

FIRST FLOOR PIPING PLAN - CLC ADMIN ALTERNATE NO. 5

6"

6"

6"

4"

2"

2"

2"

2"

2"

2"

3"

2"

2"

P-103

P-401

P-103

P-401

P-502

FD-C P-103

P-401

P-103

P-401

P-609

P-528

P-528

P-528

P-528

P-528

P-528

P-609

P-524

2"

2"

4"

3"

3"

6"

8"

8"

6"

4"

8"

4"FCO

4"FCO

6"

4"FCO

4"

4"

4"

SD

OD

OD

OD

SD

SD

OD

OD

OD

OD

OD

SD

SD

SD

SD

SD

S

D

SD

SD

SD

SD

SD

SD

SD

S D

SAN

SAN

SAN

SAN

SAN

SAN

2"

SAN

SAN

SAN

2"

4"

4"

6" 4"

2"

4"

6" 2"

2" 2"

2"

3"

3"

3"

SAN

2" 4"

2" 4"

2" 4"

2"

4"

4"

4"

4"

4"

FCO

4"

2"

2"

2"

2"

2" 3"

2"

P-103

FD-E

P-528

P-401

P-103 P-528

P-528

P-609

P-103

P-401

P-528

P-528

P-528

P-528

P-502

P-528

2"

FD-C

P-401

2"

4"

4"

2"

2"

2"

2"

4"

6"

4"

2"

6"

6"

3"

FCO

FCO

4"

4"

4"

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SD

OD

OD

OD

OD

SD

S D

SD

SD

S D

SAN

SAN

2"

2"

3"

3"

2"2"

2"

4"

4"

WCO

FCO

2"

2"

2"

2"

4"

2" th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

WASTE, DRAIN, AND VENT PIPING ISOMETRIC

RISER DIAGRAMS

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL201

613-121

June 27, 2018 GTK DLB

NO SCALE

ISOMETRIC RISER DIAGRAM - WASTE, DRAIN, AND VENT PIPING

CLC ADMIN ISOMETRIC RISER DIAGRAM DOM CLINIC ISOMETRIC RISER DIAGRAM

501D & 502F

1. 3" VENT THRU ROOF.

2. 3" ROOF DRAIN.

3. 3" EMERGENCY ROOF DRAIN

4. 4" ROOF DRAIN.

5. 4" EMERGENCY ROOF DRAIN.

6. 4" RAIN WATER NOZZLE. MOUNT CENTERLINE AT 155" ABOVE FINISHED

GRADE.

7. 6" RAIN WATER NOZZLE. MOUNT CENTERLINE AT 113" ABOVE FINISHED

GRADE.

8. 8" RAIN WATER NOZZLE. MOUNT CENTERLINE AT 113" ABOVE FINISHED

GRADE.

GENERAL NOTES

KEY NOTES

A. PROVIDE CLEANOUT(S) AS REQUIRED BY INTERNATIONAL PLUMBING

CODE, LOCAL CODES, VA PLUMBING DESIGN MANUAL, VA PLUMBING

DESIGN GUIDE AND/OR HORIZONTAL SANITARY SEWER/WASTE PIPING

CHANGES DIRECTIONS OVER 45 DEGREES.

B. 2" SANITARY SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM TWO

PERCENT, ONE-QUARTER INCH PER FOOT. 3" THRU 6" SANITARY

SEWER/WASTE PIPING SHALL BE SLOPED A MINIMUM ONE PERCENT, ONE-

EIGHTH INCH PER FOOT.

C. HORIZONTAL STORM DRAIN PIPING SHALL BE INSULATED.

3/4"

3/4"

3/4"

1"

1"

1 1/4"

2"

2"

2 1/2"

2 1/2"

2 1/2"

3/4"

2 1/2"

1 1/4"

1 1/2"

P-401

P-103 P-401

P-103

P-502

P-401 P-103 P-401

P-103

P-609

P-528

P-528

P-528

P-528

P-528

P-528

RP-1

P-609

RP-2

P-524

WH-1

WH-1

WH-2

WH-1

WH-1

WH-2

WH-2

WH-2

WH-2

3/4"

1 1/4"

3/4"

P-812

1/2"

2"

2"

T P

T P

2"

2"

2"

2"

2"

2"

1 1/2"

3/4"

2"

1 1/2"

P-103

P-401

P-528

P-528

P-528

P-528 P-609

P-103

P-401

P-528

P-528

P-528

P-528

P-502

P-401 P-103

WH-2

WH-2

WH-2

WH-2

WH-1WH-2

WH-2

WH-2

WH-2

WH-1

WH-1

WH-2

TP

T P

T P th re e in ch es o ne fo ot 6"

Department of Veterans Affairs 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:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

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

BID DOCUMENTS

DOMESTIC WATER DISTRIBUTION ISOMETRIC

RISER DIAGRAMS

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

PL301

613-121

June 27, 2018 GTK DLB

NO SCALE

DOMESTIC WATER DISTRIBUTION ISOMETRIC RISER DIAGRAMS

CLC ADMIN ISOMETRIC RISER DIAGRAM DOM CLINIC ISOMETRIC RISER DIAGRAM

501D & 501F

1. PROVIDE AND INSTALL NEW WATER HAMMER ARESTER. REFER TO

SCHEDULE ON DRAWOMG P001.

2. PROVIDE AND INSTALL BALANCING VALVE (CIRCUIT SETTER) ABOVE

CEILING AT APPROXIMATE LOCATION INDICATED. DOMESTIC 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 OF 3 GPM FLOW OF

DOMESTIC COLD WATER.

3. PROVIDE AND INSTALL ANALOG THERMOMETER, TEMPERATURE SENSOR,

AND PETE'S PLUG ON DOMESTIC COLD WATER PIPING AT APPROXIMATE

LOCATION INDICATED. SENSORS SHALL BE CONNECTED TO BUILDING

CONTROLS SYSTEM. COORDINATE WITH THE CONTROLS CONTRACTOR.

4. PROVIDE AND INSTALL NEW TRAP PRIMER DEVICE AND ALL PIPING TO

FLOOR DRAIN.

5. PROVIDE AND INSTALL NEW 3/4" NON-FREEZE WALL HYDRANT (P-801).

MOUNT CENTER OF WALL HYDRANT AT 24" ABOVE FINISHED GRADE.

GENERAL NOTES

KEY NOTES

2 3

A. DOMESTIC COLD WATER SUPPLY AND DOMESTIC COLD WATER RETURN

PIPING SHALL BE INSULATED.

File details come from the government source that posted it.