Drawings_Vol-8_817CM3025_Marion NC.pdf

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE

(EXAMPLE: FD = FLOOR DRAIN)FD

PITCH PIPE IN DIRECTION

RD-1

6"(1000)

ROOF DRAIN PROPERTIES SYMBOL

SIZE (ROOF SQ. FT.)

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)

GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATION

FOR CONCENTRIC/ECCENTRIC AND FOT/FOB

METERM

ALIGNMENT GUIDE

PIPE ANCHOR

EXPANSION JOINT

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

ACID VENTAV

ACID WASTEAW

COLD WATER - POTABLECW

DT DRAIN TILE

SANITARY DRAINAGE (GREASE SANITARY DRAINAGE)GSAN

HOT WATER - POTABLEHW

HOT WATER CIRCULATING - POTABLEHWC

HOT WATER - POTABLE NUMBER INDICATES TEMPHW140

HOT WATER CIRC. - POTABLE NUMBER INDICATES TEMPHWC140

NON-POTABLE COLD WATERNCW

NON-POTABLE HOT WATERNHW

PUMPED DISCHARGEPD

SANITARY DRAINAGESAN

SOFT COLD WATERSCW

SOFT HOT WATERSHW

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTV

WASTE ANETHESIA GAS DISPOSALWAGD

GREASE VENTGV

COMPRESSED AIRCA

DEIONIZED WATERDI

PROPANE GASP

REVERSE OSMOSIS WATERRO

STW SOFT TEMPERED WATER

TW TEMPERED WATER

DRAIND

G NATURAL GAS

NOT ALL SYMBOLS MAY APPLY.

PRESSURE REDUCING VALVE (LIQUID/GAS)

OIL RETURNOR

OIL SUPPLYOS

LAB VACUUMVAC

SOLENOID VALVE

SAFETY/RELIEF VALVE

VACUUM BREAKER

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

TEMPERATURE SENSOR WITH WELL

T

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

PUMP

GRV GAS REGULATOR VENT

INSTRUMENT AIRIA

MEDICAL AIRMA

MEDICAL VACUUMMV

NITROGENN

NITROUS OXIDENO

OXYGENO

PURE WATERPW

SERVICE WATER - POTABLEW

PIPE CONTINUATION

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

ROUTE TO DRAIN

BACKFLOW PREVENTER

MEDIUM PRESSURE GASMPG

PLUMBING ABBREVIATION KEY

BATHTUBBT

CO CLEANOUT

CLINICAL SINKCS

DRINKING FOUNTAINDF

EMERGENCY EYEWASHEE

FLOOR CLEANOUTFCO

FLOOR DRAINFD

FLOOR SINKFS

GARBAGE DISPOSERGD

GREASE INTERCEPTORGI

HOSE BIBBHB

I.E. INVERT ELEVATION (FOR REFERENCE ONLY)

LAVATORYLAV

MOP BASINMB

MH MANHOLE

MIXING VALVEMV

NEUTRALIZATION TANKNT

OIL SEPARATOROS

ROOF DRAINRD

SHOWERSH

SINKSK

SERVICE SINKSS

TRENCH DRAINTD

TRAP PRIMERTP

URINALUR

WATER CLOSETWC

WALL CLEANOUTWCO

WASH FOUNTAINWF

WATER HEATERWH

WASHING MACHINE FIXTUREWMF

YARD CLEANOUTYCO

EMERGENCY SHOWERES

EMERGENCY SHOWER/EYEWASHESE

ELECTRIC WATER COOLEREWC

VENT THROUGH ROOFVTR

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

BFP BACKFLOW PREVENTER

NOT IN CONTRACTNIC

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS OTHERWISE NOTESUON

EXISTINGE

FLOW METERFM

WATER SOFTENERWS

WATER METERWM

DIALYSIS BOXDB

CATCH BASINCB

CAST IRONCI

DUCTILE IRONDI

UTILITY BOXUB

SHORT CIRCUIT CURRENT RATINGSCCR

NOT ALL SYMBOLS MAY APPLY.

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10' - 0" HEIGHT ABOVE

PROJECT 0' - 0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N

O R HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

THE LINE TYPES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR

SHALL VERIFY RATINGS WITH THE LATEST SET OF ARCHITECTURAL PLANS AND FURNISH ALL

MATERIALS REQUIRED TO COMPLY WITH THOSE RATINGS WHETHER SHOWN OR NOT.

FIRE / SMOKE BARRIER DESIGNATIONS

1 HOUR FIRE BARRIER

SMOKE BARRIER

1 HOUR FIRE/SMOKE BARRIER

OR SHAFT ENCLOSURE

2 HOUR FIRE/SMOKE BARRIER

OR SHAFT ENCLOSURE

3 HOUR FIRE/SMOKE BARRIER

4 HOUR FIRE/SMOKE BARRIER

SMOKE PARTITION

FIRE PARTITION

2 HOUR FIRE BARRIER OR WALL

3 HOUR FIRE BARRIER OR WALL

4 HOUR FIRE BARRIER OR WALL

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE

CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,

AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM

ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR

PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE

CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO

VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO

VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES

OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING

WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE

REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER

ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO

COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR

EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL

CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF

DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING

MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,

FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS

RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND

FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE

GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE

PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS

PANELS PRIOR TO BIDDING.

10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING,

AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE

SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER

FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS

WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED

OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL

RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND

REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS,

PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

15. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR

STARTERS, SWITCHES, AND DISCONNECTS.

16. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL

EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT.

17. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER

NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE

CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE

CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK

AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE

REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF

WORK.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF

ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.

CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL

CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO

BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY

REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW

SYSTEMS ARE INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR

TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY

DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

10. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT

THAT HAS BEEN REMOVED.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR

FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO

THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN

THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES

PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE

BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL

APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874

5. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY

ALL ELEVATIONS BEFORE BEGINNING WORK.

6. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO

BEGINNING ANY WORK.

7. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO

PLUMBING FIXTURES.

8. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN

DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT

BE CONSIDERED SHUTOFF VALVES.

9. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL

SCOPE OF ITEMS TO BE REMOVED. REFER TO SPECIFICATION SECTION 22 05 05 FOR

ADDITIONAL DEMOLITION INFORMATION.

10. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK

UNLESS NOTED OTHERWISE. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL

INFORMATION.

PLUMBING GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:2

P

M

PIC ADMIN. BLDG - PLUMBING COVERSHEET MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P000

PLUMBING SHEET INDEX

P000 PIC ADMIN. BLDG - PLUMBING COVERSHEET 1

P100 PIC ADMIN. BLDG - UNDERFLOOR PLAN - PLUMBING 2

P111 PIC ADMIN. BLDG - 1ST FLOOR PLAN - PLUMBING 3

P131 PIC ADMIN. BLDG - ROOF PLAN - PLUMBING & HVAC 4

P301 PIC ADMIN. BLDG - PLUMBING DETAILS 5

P401 PIC ADMIN. BLDG - SANITARY WASTE & VENT RISER DIAGRAM 6

P402 PIC ADMIN. BLDG - DOMESTIC WATER DISTRIBUTION DIAGRAM 7

P501 PIC ADMIN. BLDG - PLUMBING SCHEDULES 8

GRAND TOTAL: 8

Revisions: Date:

10-30-2024

BID DOCUMENTS

OF 266178178 OF 266178

PLUMBING SLOPE REQUIREMENTS:

INTERIOR:

SANITARY WASTE: ≤2-1/2”ø=1/4” PER FOOT ≥3”ø = 1/8” PER FOOT ≥8”ø = 1/16” PER FOOT

GREASE WASTE: 1/4” PER FOOT

STORM (GRAVITY): 1/8” PER FOOT

CONDENSATE AND INDIRECT DRAINAGE: 1/8” PER FOOT

SANITARY AND GREASE VENT: NO SPECIFIC PITCH, PITCH TO FIXTURES

DOMESTIC WATER: NO SPECIFIC PITCH, PITCH TO FIXTURES

BASED ON PLUMBING CODE: [IPC-2018]

1.2

1.2

1.8

1.8

B B

C C

D D

E E

F F

1 1/2"SAN

YARD C.O.

P-103AP-103A

P-103

P-103P-202

P-201

P-413 P-413

P-413 P-413

P-604

3"SAN

"S

A N

4"SAN

4"SAN

"S

A N

3" SAN UP TO P-502

2" WASTE UP TO P-413 LAVS

4" WASTE UP TO C.O.

4" VTR

4" WASTE UP

TO P-103A

W.C.

4" WASTE UP

TO P-103

W.C. & P-201

UR

2" SAN UP TO P-604

2" V UP

2" V UP

3" CW UP 3" SAN UP

TO FS WITH

1/2" CW TO

TRAP

PRIMER

3" SAN UP TO FS WITH

1/2" CW TO TRAP

PRIMER

"S

A N

4"SAN

2"

SAN

FCO

2" WASTE

UP TO P-413

LAV'S

4" WASTE

UP TO

P-103A

WC'S &

VTR

P-103A

P-103A

P-413

P-413

2" WASTE

UP TO P-528

SK

"C

W

P-528

ROUTE THROUGH CENTRAL

MIDDLE THIRD OF FOOTING

AT THIS LOCATION.

COORDINATE WITH

STRUCTURAL ENGINEER

FOR SLEEVE

REQUIREMENTS

SLOPE 4" SANITARY

SEWER PIPING DN @

1/8" PER FOOT

CONNECT TO EXISTING

CAST-IRON 5" SAN OUTSIDE

BUILDING. REFER TO CIVIL

DRAWINGS FOR

CONTINUATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:2

P

M

PIC ADMIN. BLDG - UNDERFLOOR PLAN -

PLUMBING

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P100

TRUE

NORTH

PLAN

NORTH

1/4" = 1'-0"

UNDERFLOOR PLUMBING PLAN

Revisions: Date:

10-30-2024

OF 266179179 OF 266179

WORK

ROOM

BREAKROOM

MEN'S

TOILET

WOMEN'S

TOILET

GENERAL

OFFICE

OFFICE

ASSISTANT

DIRECTOR

OFFICE

HALLWAY

MEN'S

TOILET

WOMEN'S

TOILET

SECURE

STORAGE

ROOM

MULTI

PURPOSE

ROOM

MECHANICAL

ROOM

100A

VESTIBULE

JANITOR

IT CLOSET &

STORAGE

LOBBY

ELEC

CLOSET

MB

P-604

P-413

P-413

P-413

P-413

P-103

P-103

P-103

ADA

P-201

P-202

P-103

ADA

P-413

P-103

ADA

P-528

1.2

1.2

1.8

1.8

B B

C C

D D

E E

F F

FD-S

FD-S

BFP-1

ET-1

WH-1

AHU-1

AHU-1 DRAIN TRAP

SEE DETAIL 3/P301

1/2"HW

2"V

1/2"CW

1/2"HWC

"C

W

"H

W

2"CW

2"CW

1/2"HWC

2 1/2"CW

1/2"HWC

1"HW

"V

"V

"C

W

P-103

ADA

P-413

P-502

VTR

BALANCING VALVE (TYP) SHUT-OFF VALVE

CHECK VALVE

(TYP)

4" VTR

FCO

FLOOR DRAIN W/ TRAP

PRIMER. SEE DETAIL 3/M301

FLOOR DRAIN W/

TRAP PRIMER

SEE DETAIL 3/M301

PP-1

1/2" CW TO TRAP PRIMER

SEE DETAIL 3/M301

/2

"C W

1/2" CW TO TRAP PRIMER

SEE DETAIL 3/M301

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:3

P

M

PIC ADMIN. BLDG - 1ST FLOOR PLAN -

PLUMBING

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P111

1/4" = 1'-0"

1ST FLOOR PLAN - PLUMBING

TRUE

NORTH

PLAN

NORTH

KEYNOTES:

1. PROVIDE 4" DRAIN FROM BACKFLOW PREVENTER DISCHARGE

THROUGH BUILDING WALL. DRAIN ON TO SPLASH BLOCK ON GRADE.

PROVIDE WIRE MESH TO PROTECT FROM INSECT/ANIMAL INTRUSION.

2. SEE PLUMBING RISER DRAWINGS FOR PIPE SIZES AND FIXTURE UNITS.

Revisions: Date:

10-30-2024

OF 266180180 OF 266180

1.2

1.2

1.8

1.8

B B

C C

D D

E E

F F

4"VTR

4" VTR

EF-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:3

P

M

PIC ADMIN. BLDG - ROOF PLAN - PLUMBING &

HVAC

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P131

1/4" = 1'-0"

ROOF PLAN - PLUMBING & HVAC

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

10-30-2024

OF 266181181 OF 266181

FINISHED FLOOR

FINISHED WALL[4

m m

[8 m m

[7 m m

SOLENOID

OPERATED

FLUSH VALVE

GRAB BAR,

SEE ARCH.

DRAWINGS

TRANSFORMER IN

JUNCTION BOX

10"x16" [254x406mm]

STAINLESS STEEL ACCESS

DOOR WITH KEY-OPERATED

CYLINDER LOCK. MOUNT

ELECTRONIC WITHIN.

SENSOR & MOR SHALL

OPERATE THROUGH ACCESS

DOOR.

SOLENOIDBACK CHECK

ANGLE STOP

F O

R F

IX

T

U R

E H

E

IG

H T

S S

E E

A R

C H

IT

E

C T

U R

A L

D R

A W

IN

G

S

MANUAL OVER-RIDE BUTTON

SENSOR

GRAB BAR

SUPPORT

(TYPICAL)

2' -9

2' -7

FAUCET SEE

SPECIFICATIONS

LAMINAR FLOW

CONTROL DEVICE

OFFSET

WASTE

TRAP

PARALLEL

TO WALL

LOOSE KEY

STOP

ESCUTCHEON

FINISHED

FLOOR

[8 m m

[200mm]

[2 m m

F O

R F

IX

T

U R

E H

E

IG

H T

S S

E E

A R

C H

IT

E

C T

U R

A L D

R A

W

IN

G S

PROVIDE COVER FOR EXPOSED PIPING.

NOTE:

8"

/4

18" 5/8 MEMBRANE

STANDARD DUTY

ADJUSTABLE STRAINER

3/8" TPW (U.N.O.)

1/2" TRAP PRIMER

TAP FITTING

1/2" X 3/8" REDUCER

SEE PLANS FOR SCHEDULED

DRAIN (TYP) SQ

CAULK

OUTLET

SOIL

FLOOR DRAIN

TO SEWER

CONCRETE

FLOOR

DRAW THRU

BLOW THRU

2" [50mm]

PLUS X

1" [25mm]

MINIMUM

X

2X

UNIT TYPE A B

WHERE X = STATIC PRESSURE IN PAN

DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE

NIPPLE ON THE DRAIN PAN PIPING SHALL BE RIGID

COPPER TYPE L OR TYPE M UNLESS NOTE BELOW IS MET

PITCH DOWN

TOWARD DRAIN

CLEAN OUT

FLOOR SINK

DRAIN PAN

NOTE: 1. CPVC PIPE MAY BE USED ONLY IF APPROVED BY LOCAL VA AND IS INDOORS AND DOES

NOT PASS THROUGH RATED BARRIERS.

2. DIELECTRIC FITTING TO BE USED WHEN TWO DISSIMILAR METALS ARE TO BE CONNECTED.

[2 5m m

DIELECTRIC

FITTING

A B

1"

CW

C W

H W

VACUUM RELIEF VALVE.

WATTS N36 OR EQUAL.

EXPANSION TANK

ET-1

(SUPPORT FROM

STRUCTURE)

CIRCULATING

PUMP PP-1

UNION (TYP.)

DRAIN

A.S.M.E. PRESSURE AND

TEMPERATURE RELIEF VALVE

THERMOMETER IN WELL (0-200˚F)

PIPE DIRECTLY OVER

FLOOR DRAIN

HOUSEKEEPING

PAD

HWC

BYPASS FOR HOT WATER CIRC.

WH-1

NORMALLY CLOSED

THREADED ROD. (TYP.)

OVERSIZE HANGER TO ALLOW

LONGITUDINAL PIPE EXPANSION

AND PIPE INSULATION TO PASS

THROUGH UNBROKEN. (TYP.)

UNI-STRUT OR EQUIVALENT

HIGH DENSITY INSULATION INSERT

OR, FOR APPLICATIONS PERMITTED

IN SPEC SECTION (SECTION 22 05 11-

PLUMBING), STEEL SADDLE FILLED

WITH INSULATION. (TYP.)

THREADED ROD. (TYP.)

PIPE INSULATION (TYP.)

INSULATION SHIELD (TYP.)

INSULATION SHIELD

INSTALL CLAMP ON ALL

PIPES LESS THAN 4"Ø

THREADED ROD

INSULATION

CLEVIS HANGER

HIGH DENSITY INSULATION INSERT

OR, FOR APPLICATIONS PERMITTED

IN SPEC SECTION (SECTION 22 05 11-

PLUMBING), STEEL SADDLE FILLED

WITH INSULATION.

NOTES:

1. REFER TO SPECIFICATION SECTIONS SECTION 22 05 11 - PLUMBING.

LOOSE KEY

STOP

UNDERMOUNT SINK -SEE

ARCHITECTURAL DRAWINGS

FAUCET, SEE PLUMBING

SPECIFICATIONS.

9" M

IN

CLEAR WHEEL

CHAIR CLEARANCE

6" MAX 0' - 3" 8" MIN

M

IN

S-1 COUNTERTOP WITH EASED EDGE

1'-9" OR 2'-1"

LAMINAR FLOW CONTROL DEVICE

2'

0"

PROVIDE COVER FOR

EXPOSED PIPING

ESCUTCHEON

FINISHED FLOOR

F O

R F

IX

T

U R

E H

E

IG

H T

S S

E

A

R C

H

IT

E C

T U

R A

L D

R A

W

IN

G S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:3

P

M

PIC ADMIN. BLDG - PLUMBING DETAILS MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P301

WATER HEATER DETAIL

PIPE SUPPORT DETAIL

NOT TO SCALE NOT TO SCALE NOT TO SCALE

WATER CLOSET DETAIL - SENSOR OPERATED

TYPICAL WHEELCHAIAR LAVATORY DETAIL

TRAP PRIMER DETAIL

AIR HANDLING UNIT DRAIN TRAP DETAIL

NOT TO SCALE

NOT TO SCALENOT TO SCALE

LAVATORY TOP DETAIL

Revisions: Date:

10-30-2024

OF 266182182 OF 266182

P-103

4 DFU

4" VTR

REFER TO CIVIL

DRAWINGS FOR

CONTINATION

P-103

4 DFU

P-103

4 DFU

P-103

4 DFU

P-103

4 DFU

P-103

4 DFU

P-413

1 DFU

P-201

3 DFU

P-202

3 DFU

P-502

3 DFU

P-413

1 DFU

P-413

1 DFU

P-413

1 DFU

P-604

1 DFU

P-413

1 DFU

P-528

2 DFU

P-413

1 DFU

FD-S

3 DFU

FD-S

3 DFU

FCO

WCO

2" SS

2 DFU

4" SS

18 DFU

WCO

4" SS

15 DFU

4" SS

40 DFU

4" SS

48 DFU

2" SS

22 DFU

4" SS

18 DFU

2"V

2"V

2"V

2"V

2"V

3"V

2"V

1 1/2"V

2"V

4"SAN

4"SAN

4"SAN

3"SAN

"V

/2 "V

/2 "V

"V

"V

"V

1 1/2"SAN

3"S

AN

2"SAN

4"SAN

"V

2"SAN

2"SAN

4"SAN

"V

4" VTR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:3

P

M

PIC ADMIN. BLDG - SANITARY WASTE & VENT

RISER DIAGRAM

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P401

SANITARY WASTE & VENT RISER DIAGRAM

NOT TO SCALE

Revisions: Date:

10-30-2024

OF 266183183 OF 266183

BALANCING ASSEMBLY.

REFER TO DRAWINGS FOR

BALANCING INFORMATION.

ET-1

BALANCING ASSEMBLY.

REFER TO DRAWINGS FOR

BALANCING INFORMATION.

P-103

6 SFU

P-103

6 SFU

P-103

6 SFU

P-103

6 SFU

P-103

6 SFU

P-103

6 SFU

P-413

1 SFU

P-201

3 SFU

P-202

3 SFU

P-413

1 SFU

P-413

1 SFU

P-413

1 SFU

P-502

2 SFU

P-413

1 SFU

P-528

4 SFU

P-413

1 SFU

PP-1

WH-1

BFP-1

P-604

1 SFU

3" BACKFLOW PREVENTER

SHUT OFF VALVE

SHUT OFF VALVE

(TYPICAL)

CHECK VALVE

SHUT-OFF VALVE

(TYPICAL)

CHECK VALVE

(TYPICAL)

CHECK VALVE

(TYPICAL)

SHUT-OFF VALVE

(TYPICAL)

BALANCING VALVE

(TYPICAL)

1"HW

2 1/2"CW

2"CW

1 1/2"CW

/2 "C

W

"C

W

"C

W

1/2"CW

3/4"HW

/4

"H W

/2

"C W

/2

"H W

1/2"HW

C

3"C W

1"H W

1/2"HW

C

1/2"HW

C

1/2"CW1/2"HW

/2

"H W

/2

"C W

"C

W

/2

"H W

/2

"H W

3/4"HWC

1 1/4"HW

1 1/4"CW

1/2"CW

1"HW

3"CW

3/4"CW

1/2"HW

/4

"H W

1/2"CW

1 1/2"CW

1 1/2"CW

3/4"CW

3/4"CW

1 1/2"CW

1/2"CW

1"HW

INCOMING 3" CW UNDERFLOOR

COORDINATE WITH CIVIL &

STRUCTURAL FOR INVERT

ELEVATION

CONNECT CW TO TRAP

PRIMER FLOOR DRAIN.

SEE DETAIL 3/P301

CONNECT CW TO TRAP

PRIMER FLOOR DRAIN.

SEE DETAIL 3/P301

/2

"C W

/2

"C W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:4

P

M

PIC ADMIN. BLDG - DOMESTIC WATER

DISTRIBUTION DIAGRAM

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P402

GENERAL NOTES:

1. RISER DIAGRAM SHOWN FOR REFERENCE

PURPOSES ONLY. REFER TO DRAWINGS FOR

ADDITIONAL INFORMATION.

DOMESTIC WATER DISTRIBUTION RISER DIAGRAM

Revisions: Date:

10-30-2024

OF 266184184 OF 266184

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \b b ra n d t\ D o c u m e n ts

\1

P

IC

A

D M

IN

IS

T R

A T

IO

N

R

-M

E P b b ra n d tL P

A S

.r v t

/1 /2

:5

:4

P

M

PIC ADMIN. BLDG - PLUMBING SCHEDULES MARION NATIONAL CEMETERY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

10/30/2024 KJQ RWB17101

1001-P501

CONSTANT

PP-1 MECH 112

ADMINISTRATION

BLDG.

HOT WATER RECIR CENT DOMESTIC WATER 2 [ ] 10 [ 160 ] 0 NA 140 [ 60 ] 1 0.166666667 [ ] 1 120 1750 CONSTANT ----

GPM [L/s] FT [kPa] FT [kPa] °F [°C] HP [kW]

FLUID

FLOW HEAD NPSH AVAILABLE TEMPERATURE

SP. GR.

MIN. %

EFF

NOMINAL POWER

PHASE VOLT MAX RPM

SPEED

CONTROL

REMARKS

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM AND/OR

SERVICE

TYPE

CIRCULATING FLUID ELECTRICAL MOTOR

PLUMBING PUMP SCHEDULE

WH-1 MECH 112

PIC/ ADMINISRATION

BLDG

DOMESTIC HOT WATER ELECTRIC 50 [ 200 ] 176 [ 670 ] 39 50 [ 350 ] 6 30 5 3 208 -----

GAL [L] GAL/HR [L/HR] PSIG [kPa] TOTAL kW kW PER

ELEMENT

PHASE VOLT

MARK LOCATION

AREA AND/OR BLDG

SERVED

SYSTEM AND/OR

SERVICE

TYPE

STORAGE CAPACITY

RECOVERY @ 70 °F [21°C]

RISE

TIME TO

RECOVER

CONTENTS,

MINUTES

RELIEF VALVE SETTING

NO OF

ELEMENTS

ELECTRICAL INPUT

REMARKS

ELECTRIC WATER HEATER SCHEDULE

ET-1

PIC/ADMINISTRATION

BLDG

POTABLE THERMAL

EXPANSION TANK

40 [ 4 ] 140 [ 60 ] 30 [ 210 ] 125 [ 860 ] 50 [ 350 ] 3 [ 11 ] 5 [ 19 ] 0.75 [ 19 ] -----

°F [°C] °F [°C] PSIG [kPa] PSIG [kPa] PSIG [kPa] GAL [L] GAL [L] IN [mm]

MIN MAXMARK LOCATION TYPE

SYSTEM TEMPERATURE RANGE

INITIAL PRESSURE IN TANK MAX OPERATING PRESSURE RELIEF VALVE PSIG [kPA] MIN TANK VOLUME MIN ACCEPT VOLUME PIPE SIZE TO TANK

REMARKS

DOMESTIC WATER THERMAL EXPANSION TANK SCHEDULE

FD-S FLOOR SINK 3 [ 75 ] 1.5 [ 38 ] N/A N/A N/A N/A NO

FD-E FLOOR DRAIN 4 [ 100 ] 2 [ 50 ] N/A N/A N/A N/A NO

FD-C FLOOR DRAIN 3 [ 75 ] 1.5 [ 38 ] N/A N/A N/A N/A NO

P-801 WALL HYDRANT N/A N/A .75 [ 19 ] N/A N/A 5 N/A NO

P-604 ELECTRIC WATER COOLER 2 [ 50 ] 1.5 [ 38 ] .5 [ 13 ] N/A 1 1 N/A NO

P-528 SINK COUNTER MOUNTED 2 [ 50 ] 2 [ 50 ] .75 [ 19 ] .75 [ 19 ] 2 4 N/A NO PROVIDE MIXING VALVE RATED FOR 0.5 GPM AT 5 PSI OF PRESSURE DROP

P-502 SINK SERVICE/MOP BASIN 3 [ 75 ] 2 [ 50 ] .75 [ 19 ] .75 [ 19 ] 2 3 N/A NO PROVIDE MIXING VALVE RATED FOR 0.5 GPM AT 5 PSI OF PRESSURE DROP

P-413 LAVATORY 2 [ 50 ] 1.5 [ 38 ] .5 [ 13 ] .5 [ 13 ] 1 1 N/A NO PROVIDE MIXING VALVE RATED FOR 0.5 GPM AT 5 PSI OF PRESSURE DROP

P-402 LAVATORY 2 [ 50 ] 1.5 [ 38 ] .5 [13] .5 [ 13 ] 1 1 N/A NO PROVIDE MIXING VALVE RATED FOR 0.5 GPM AT 5 PSI OF PRESSURE DROP

P-202 URINAL, WALL MOUNTED 3 [75] 2 [50] 1.25 [31] N/A

P-201 URINAL, WALL MOUNTED 3 [75] 2 [50] 1.25 [31] N/A

P-103A

WATER CLOSET, WALL

MOUNTED

3 [75] 2 [50] 1.25 [31] N/A 4 6 N/A NO WC P-103A MOUNTED AT ADA HEIGHT

P-103

WATER CLOSET, WALL

MOUNTED

3 [ 75 ] 2 [ 50 ] 1.25 [ 31 ] N/A 4 6 N/A NO WC P-103 MOUNTED AT STANDARD HEIGHT

IN [mm] IN [mm] IN [mm] IN [mm]

MARK DESCRIPTION

WASTE PIPE VENT PIPE COLD WATER HOT WATER

WASTE

FIXTURE UNITS

WATER

FIXTURE UNITS

WRIST BLADE

HANDLES

ELECTRIC

SENSOR

REMARKS

PLUMBING FIXTURE SCHEDULE

Description

Revisions: Date:

10-30-2024

OF 266185185 OF 266185

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE

(EXAMPLE: FD = FLOOR DRAIN)FD

PITCH PIPE IN DIRECTION

RD-1

6"(1000)

ROOF DRAIN PROPERTIES SYMBOL

SIZE (ROOF SQ. FT.)

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)

GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATION

FOR CONCENTRIC/ECCENTRIC AND FOT/FOB

METERM

ALIGNMENT GUIDE

PIPE ANCHOR

EXPANSION JOINT

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

ACID VENTAV

ACID WASTEAW

COLD WATER - POTABLECW

DT DRAIN TILE

SANITARY DRAINAGE (GREASE SANITARY DRAINAGE)GSAN

HOT WATER - POTABLEHW

HOT WATER CIRCULATING - POTABLEHWC

HOT WATER - POTABLE NUMBER INDICATES TEMPHW140

HOT WATER CIRC. - POTABLE NUMBER INDICATES TEMPHWC140

NON-POTABLE COLD WATERNCW

NON-POTABLE HOT WATERNHW

PUMPED DISCHARGEPD

SANITARY DRAINAGESAN

SOFT COLD WATERSCW

SOFT HOT WATERSHW

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTV

WASTE ANETHESIA GAS DISPOSALWAGD

GREASE VENTGV

COMPRESSED AIRCA

DEIONIZED WATERDI

PROPANE GASP

REVERSE OSMOSIS WATERRO

STW SOFT TEMPERED WATER

TW TEMPERED WATER

DRAIND

G NATURAL GAS

NOT ALL SYMBOLS MAY APPLY.

PRESSURE REDUCING VALVE (LIQUID/GAS)

OIL RETURNOR

OIL SUPPLYOS

LAB VACUUMVAC

SOLENOID VALVE

SAFETY/RELIEF VALVE

VACUUM BREAKER

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

TEMPERATURE SENSOR WITH WELL

T

THERMOMETER WITH WELL (DIAL TYPE)

T

THERMOMETER WITH WELL (FILLED TYPE)

PUMP

GRV GAS REGULATOR VENT

INSTRUMENT AIRIA

MEDICAL AIRMA

MEDICAL VACUUMMV

NITROGENN

NITROUS OXIDENO

OXYGENO

PURE WATERPW

SERVICE WATER - POTABLEW

PIPE CONTINUATION

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

ROUTE TO DRAIN

BACKFLOW PREVENTER

MEDIUM PRESSURE GASMPG

PLUMBING ABBREVIATION KEY

BATHTUBBT

CO CLEANOUT

CLINICAL SINKCS

DRINKING FOUNTAINDF

EMERGENCY EYEWASHEE

FLOOR CLEANOUTFCO

FLOOR DRAINFD

FLOOR SINKFS

GARBAGE DISPOSERGD

GREASE INTERCEPTORGI

HOSE BIBBHB

I.E. INVERT ELEVATION (FOR REFERENCE ONLY)

LAVATORYLAV

MOP BASINMB

MH MANHOLE

MIXING VALVEMV

NEUTRALIZATION TANKNT

OIL SEPARATOROS

ROOF DRAINRD

SHOWERSH

SINKSK

SERVICE SINKSS

TRENCH DRAINTD

TRAP PRIMERTP

URINALUR

WATER CLOSETWC

WALL CLEANOUTWCO

WASH FOUNTAINWF

WATER HEATERWH

WASHING MACHINE FIXTUREWMF

YARD CLEANOUTYCO

EMERGENCY SHOWERES

EMERGENCY SHOWER/EYEWASHESE

ELECTRIC WATER COOLEREWC

VENT THROUGH ROOFVTR

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

BFP BACKFLOW PREVENTER

NOT IN CONTRACTNIC

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS OTHERWISE NOTESUON

EXISTINGE

FLOW METERFM

WATER SOFTENERWS

WATER METERWM

DIALYSIS BOXDB

CATCH BASINCB

CAST IRONCI

DUCTILE IRONDI

UTILITY BOXUB

SHORT CIRCUIT CURRENT RATINGSCCR

NOT ALL SYMBOLS MAY APPLY.

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED IN

MULTIPLE LOCATIONS

LEVEL NAME

10' - 0" HEIGHT ABOVE

PROJECT 0' - 0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT WORK

REQUIRED, SPECIFIC TO THE SHEET AND/OR

DETAIL

N

O R HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

THE LINE TYPES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY RATINGS WITH THE LATEST SET OF ARCHITECTURAL PLANS AND FURNISH ALL MATERIALS REQUIRED TO COMPLY

WITH THOSE RATINGS WHETHER SHOWN OR NOT.

FIRE / SMOKE BARRIER DESIGNATIONS

1 HOUR FIRE BARRIER

SMOKE BARRIER

1 HOUR FIRE/SMOKE BARRIER OR

SHAFT ENCLOSURE

2 HOUR FIRE/SMOKE BARRIER OR

SHAFT ENCLOSURE

3 HOUR FIRE/SMOKE BARRIER

4 HOUR FIRE/SMOKE BARRIER

SMOKE PARTITION

FIRE PARTITION

2 HOUR FIRE BARRIER OR WALL

3 HOUR FIRE BARRIER OR WALL

4 HOUR FIRE BARRIER OR WALL

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE

PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES.

BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE

PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE

ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL

BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED

FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH

ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH

ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH

WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER

AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE

PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS.

CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES.

COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

15. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR STARTERS, SWITCHES, AND DISCONNECTS.

16. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6”

BEYOND ALL SIDES OF EQUIPMENT.

17. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON-STRUCTURAL

BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN

ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE

PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE

PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING

WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR

RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF WORK.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF

AFFECTED AREAS PRIOR TO BIDDING.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL

CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR

DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION.

MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN

SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH

MINIMUM OUTAGE.

10. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN

REMOVED.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE

BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL

AND GOVERNING AUTHORITIES.

4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874

5. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY ALL ELEVATIONS

BEFORE BEGINNING WORK.

6. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING ANY WORK.

7. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO PLUMBING FIXTURES.

8. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN DOMESTIC WATER PIPING

SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT BE CONSIDERED SHUTOFF VALVES.

9. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL SCOPE OF ITEMS TO

BE REMOVED. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL DEMOLITION INFORMATION.

10. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK UNLESS NOTED

OTHERWISE. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL INFORMATION.

PLUMBING GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

C U s e rs

\b b ra n d t\ D o c u m e n ts

\1

M a in te n a n c e

R

-M

E P b b ra n d tL

P A

S

.r v t

/1 /2

:5

:5

P M

MAINTENANCE BLDG - PLUMBING

COVERSHEET

MAINTENANCE BUILDING

1700 E 38TH, MARION, IN 46953

817CM3025

10/30/2024 KJQ RWB17101

3005-P000

PLUMBING SHEET INDEX

P000 MAINTENANCE BLDG - PLUMBING COVERSHEET

PD100 MAINTENANCE BLDG - UNDERFLOOR & 1ST FLOOR PLANS - PLUMBING DEMO.

P100 MAINTENANCE BLDG - UNDERFLOOR & 1ST FLOOR PLANS - PLUMBING

P111 MAINTENANCE BLDG - 1ST FLOOR & MEZZANINE PLANS - PLUMBING

P301 MAINTENANCE BLDG - PLUMBING DETAILS

P401 MAINTENANCE BLDG - SANITARY WASTE & VENT RISER DIAGRAM

P402 MAINTENANCE BLDG - DOMESTIC WATER DISTRIBUTION RISER DIAGRAM

P501 MAINTENANCE BLDG - PLUMBING SCHEDULES

GRAND TOTAL: 8

Revisions: Date:

10-30-2024

BID DOCUMENTS

BUILDING 3005

BID DOCUMENTS

e

OF 266186186 OF 266186

1 2

3 4 5 6

B

F

G

H

A

0.9 1.1

BB

AA

1.2

CC5

5 5

5 5

6 5

EXISTING 3" CW UP

A

B

BB

AA

1 2

H

G

F

0.9

1.2

1.1

CC

4 5 6

1 2

3 4 5 6

B

F

G

H

A

0.9 1.1

BB

AA

1.2

CC

1 1 2

FCO(E)

2" WASTE PIPING UP TO

MEZZANINE FLOOR DRAIN

EXISTING 3" CW

MAIN UP

3"SAN

EXISTING SANITARY SEWER

PIPING. FIELD VERIFY EXACT SIZE,

LOCATION AND INVERT ELEVATION

FOR NEW CONNECTION.

3" SAN(E) 2" SAN(E)

2" S

A N

(E

2" SAN(E)

2" SAN(E) UP EXISTING SINK

3" S

A N

(E

3" S

A N

(E

2" S

A N

(E

3" S

A N

(E

3" S

A N

(E

1 1/2" SAN(E)

2" S

A N

(E

3" S

A N

(E

3"CW (E)

FCO(E)

A

B

BB

AA

1 2

H

G

F

0.9

1.2

1.1

CC

4 5 6

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

C U s e rs

\b b ra n d t\ D o c u m e n ts

\1

M a in te n a n c e

R

-M

E P b b ra n d tL

P A

S

.r v t

/1 /2

:5

:5

P M

MAINTENANCE BLDG - UNDERFLOOR & 1ST

FLOOR PLANS - PLUMBING DEMO.

MAINTENANCE BUILDING

1700 E 38TH, MARION, IN 46953

817CM3025

10/30/2024 KJQ RWB17101

3005-PD100

1ST FLOOR PLAN - PLUMBING DEMOLITION

UNDERFLOOR PLAN - PLUMBING DEMOLITION

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

DEMOLITION KEY NOTES:

1. EXISTING SANITARY SEWER PIPING UP TO BE

CAPPED AND CONSEALED IN WALL.

2. EXISTING VENT PIPING UP CAP AND CONSEAL

IN WALL & CAP EXISTING VENT AT VENT MAIN.

3. CAP EXISTING SANITARY SEWER BELOW

FLOOR.

4. DEMO EXISTING WATER HEATER AND

INCOMING CW PIPING BACK TO INCOMING

WATER SERVICE.

5. DEMO EXISTING PLUMBING FIXTURE, CAP

EXISTING PIPING BELOW FLOOR AND/OR IN

WALL TO CONSEAL PIPING.

6. DEMO EXISTING PLUMBING FIXTURE, CAP

EXISTING WASTE PIPING CONSEALED BELOW

FLOOR AND WATER DISTRIBUTION PIPING

BACK TO MAIN.

Revisions: Date:

10-30-2024

BID DOCUMENTS

BUILDING 3005

BID DOCUMENTS

OF 266187187 OF 266187

T

T

T

T

0.00' (100.00')

FINISH FLOOR

FCO

2" UP TO P-701

3" UP TO FD

FD

2"SAN

1 1/2"SAN

EXISTING 3" SANITARY SEWER PIPING FIELD

VERIFY EXACT SIZE AND LOCATION

1 1 2

3"SAN

2"SAN

4"SAN

3"SAN 3"SAN

2"SAN

EXISTING 3" CW PIPING FIELD

VERIFY EXACT SIZE AND LOCATION

EXISTING 2" SAN UP

TO MEZZANINE LEVEL

TO REMAIN

NEW SANITARY SEWER UP TO

NEW PLUMBING FIXTURES.

SEE DRAWING 2/P100 FOR

CONTINUATION. (TYPICAL)

NEW SANITARY SEWER UP TO

NEW PLUMBING FIXTURES.

SEE DRAWING 2/P100 FOR

CONTINUATION. (TYPICAL)

2" UP TO P-701

4" UP TO CO

4" UP TO P-103

2" UP TO

SHOWER DRAIN

2" UP TO

SHOWER DRAIN

3" UP TO FD

3" UP TO FD

3" UP TO P-201

3" UP TO (4) P-408

3" UP TO 1 1/2" VENT

3" UP TO P-502

3" UP TO 2" VENT

4" UP TO

P-103

3" UP TO 2" VENT

3" UP TO FD

2" UP TO P-528,

P408 & CO

3" UP TO FD

2" UP TO 1 1/2" VENT

3" SAN(E)

2" SAN(E)

3" S

A N

(E

3" S

A N

(E

2" S

A N

(E

3" S

A N

(E

3" S

A N

(E

1 1/2" SAN(E)

2" S

A N

(E

2" S

A N

(E

2" SAN(E)

2" SAN(E) UP

EXISTING SINK

2" SAN UP TO P-528

2" SAN UP TO P-609

3" CW UP

FCO

4" V UP

3" S

A N

(E

4"SAN

"S

A N

"S

A N

2"SAN

FCO

EXTEND 4" SANITARY SEWER PIPING 5"-0" FROM

BUILDING AND COORDINATE EXACT INVERT

ELEVATION OF 4" SANITARY SEWER CONNECTION

WITH CIVIL & STRUCTURAL DRAWINGS

SEE PIPE SLEEVE DETAIL

7/P301. COORDINATE WITH

STRUCTURAL PLANS

A

B

BB

AA

1 2

HH

GG

FF

0.9 1.21.1

CC

WORKSHOP/

STORAGE

BOOTWASH

HALLWAY

UNASSIGNED

BREAKROOM/

TRAINING

ROOM104

OPEN

OFFICE

WORK

LEADER

FOREMAN'S

OFFICE

ENTRY

VESTIBULE

RECORDS

ROOM

MEN'S

LOCKER

ROOM

WOMEN'S

LOCKER

ROOM

HONOR

GUARD

BREAKROOM

HONOR

GUARD

RESTROOM

LOCKER117

GUN

STORAGE

COORDINATE FLOOR

SAW CUTTING WITH GC

(TYPICAL)

SAW CUT

FLOOR

HAC

WH-1

3/4"CW

1 1/2"V

2"V

3/4"CW

1/2"CW

1/2"CW

P-408

P-103

P-528

FD-S

FD-C

P-502

P-701

P-103 P-408

P-201 P-408P-103

P-701

FD-C

P-408

P-609

P-528

3/4" CW (E)

CONSEAL

3"CW ABOVE

CEILING

2" V (E) 2" V

3/4" CW

P-802

FD-S

FD-C

FCO

P111

PP-1

ET-1

2" VTR

3" VTR

A

B

BB

AA

1 2

HH

GG

FF

0.9 1.21.1

CC

"C

W

"C

W

3"CW

PROVIDE 3" SHUTOFF

VALVE IN VERTICAL

COORDINATE ACCESS

PANEL WITH G.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

C U s e rs

\b b ra n d t\ D o c u m e n ts

\1

M a in te n a n c e

R

-M

E P b b ra n d tL

P A

S

.r v t

/1 /2

:5

:0

P M

MAINTENANCE BLDG - UNDERFLOOR & 1ST

FLOOR PLANS - PLUMBING

MAINTENANCE BUILDING

1700 E 38TH, MARION, IN 46953

817CM3025

10/30/2024 KJQ RWB17101

3005-P100

UNDERFLOOR PLAN - PLUMBING

1ST FLOOR PLAN - PLUMBING

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

DEMOLITION KEY NOTES:

1. EXISTING SANITARY SEWER PIPING UP TO BE

CAPPED AND CONSEALED IN WALL.

2. EXISTING VENT PIPING UP CAP AND CONSEAL

IN WALL & CAP EXISTING VENT AT VENT MAIN.

3. CAP EXISTING SANITARY SEWER BELOW

FLOOR.

N

O R HT

N

O R HT

KEY NOTES:

1. PLUMBING CONTRACTOR TO COORDINATE

FLOOR CUTTING WITH G.C.

2. PROVIDE 3" SHUTOFF VALVE IN VERTICAL

COORDINATE ACCESS PANEL WITH G.C.

Revisions: Date:

10-30-2024

BID DOCUMENTS

BUILDING 3005

BID DOCUMENTS

OF 266188188 OF 266188

MECHANICAL

ROOM

ELECTRICAL

ROOM

SLOPE AHU-1 DRAIN

PIPING TO EXISTING

FLOOR DRAIN

AHU-1

SEE AIR HANDLER

UNIT DRAIN TRAP

DETAIL 4/P301

3" VENT THRU ROOF

CAP AND CONSEAL

EXISTING 3" VENT IN WALL

2" VTR

HALLWAY

BBBB

AAAA

1 2

GG

FF

0.9 1.21.1

EF-1

CC CC

1 2

F

G

H

WH-1

FD-S

FD-C

P-502

P-701

P-103

P-201

P-408

P-408

P-103

P-701

FD-C

P-408

P-408

P-408

P-103

P-528

P-802

FD-S

FD-C

FCO

"V

2"V

"V

/2 "V

2 1/2"V

1/2"HWC

"V

2"CW

1 1/2"V

1 1/2"V2"V2 1/2"V

1"CW

3/4"HW

1"HW

1/2"HWC

/2

"H W

C "C

W

/2

"H W

/2 "C

W

/2 "V

1 1/2"V

1/2"CW

2"V

1/2"HW

1/2"CW

1/2"HW

1 1/4"CW

1/2"HW

1 1/2"SAN

PP-1

1 2

H

G

F

1.2

BALANCING VALVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

C U s e rs

\b b ra n d t\ D o c u m e n ts

\1

M a in te n a n c e

R

-M

E P b b ra n d tL

P A

S

.r v t

/1 /2

:5

:0

P M

MAINTENANCE BLDG - 1ST FLOOR &

MEZZANINE PLANS - PLUMBING

MAINTENANCE BUILDING

1700 E 38TH, MARION, IN 46953

817CM3025

10/3…