S06 - Amend 0002 - RFP - Att 01-10 - DWG - 03242025 - SPS - Sioux Falls.pdf

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Attached to
Y1DA--VHA Minor - Construction - Project #438-460 - Sterile Processing Services - Royal C Johnson Veteran's Memorial Hospital - VISN 23 - Sioux Falls SD
Solicitation number
36C77624R0115
Issued by

About this file

This document is a comprehensive set of plumbing engineering drawings for a new Sterile Processing Services (SPS) addition at the Sioux Falls VA Health Care System. The drawings, prepared by IMEG Corp for the Department of Veterans Affairs, detail the plumbing systems for a new approximately 8,500 square foot construction project with an additional 2,300 square feet of renovated space. The plumbing plans include detailed schematics for ground level, interstitial/first level, and roof plans, covering complex systems such as domestic water, pure water production, compressed air, medical gas, and specialized equipment connections for medical devices like sterilizers, washer-disinfectors, and endoscope reprocessors.

The technical drawings provide extensive details on piping routes, equipment connections, and system specifications, including water treatment systems with reverse osmosis, deionization tanks, chemical feed systems, water heaters, and specialized plumbing infrastructure for medical equipment. Key components include multiple water softening systems, storage tanks, pumps, heat exchangers, and precise routing for various medical and utility piping systems. The plans also incorporate detailed provisions for medical equipment rough-ins, including specific requirements for connections to sterilization equipment, cart washers, endoscope reprocessors, and other specialized medical technology infrastructure, with meticulous attention to placement, routing, and technical specifications.

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Other files

File Type Posted
S06 - Amend 0010 - RFP - 36C77624R0115 - SPS - Sioux Falls_rev.docx DOCX document
S06 - Amend 0010 - RFP - 36C77624R0115 - SPS - Sioux Falls.docx DOCX document
S06 - Amend 0009 - Att 12 - DWG EP111 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 07 - List of DWG Sheets - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 03 - DWG AC101 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 10 - Ele Sch - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 16 - DWG ES401 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 04 - DWG AD111 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 08 - DWG CD101 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 01 - Sign-In Sheet - Ele Site Visit- 05142025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 19 - DWG MV600 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 20 - DWG GI001 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 13 - DWG ES099 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 06 - DWG GC111 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 17 - DWG ES500 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 09 - Add Ele Questions and Responses - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 15 - DWG ES400 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 11 - DWG EP101 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 18 - DWG ES501 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 02 - Narrative to KTRs - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 14 - DWG ES100 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 05 - DWG AE111 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0008 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
36C77624R0115 0007.pdf PDF
Amend 0007 - Att 01 - RFI Attachments.pdf PDF
Amend 0007 - Att 02 - RFI QandA.pdf PDF
S06 - Amend 0006 - Att 01- RFP - Sign-In Sheet - Site Visit - 04082025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0006 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0006 - Att 02 - Wage Rates - 03142025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0005 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0004 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0003 - RFP - Sign-in Sheet - Site Visit - 03252025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0003 - RFP - Site Visit Presentation - SPS - Sioux Falls.pdf PDF
S06 - Amend 0003 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-05 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-02 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-08 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-03 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-09 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-07 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-11 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-01 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-06 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-04 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amendment 0001 - SPS - Sioux Falls.pdf PDF
RFP - Att 02 - 02142025 - Specs - Vol I - SPS - Sioux Falls.pdf PDF
36C77624R0115_1.docx DOCX document
RFP - Att 01-01 - DWG - 02142025 - SPS - Sioux Falls.pdf PDF
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Text version

L

M

N

O

SB

S2

23 24

1S

0S

A1

A2

30 Y

A

C

B

D

H

G

5.3

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1.8

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E

4 54.94.3

30.4

Z1

30.6

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A3.5

A3

1.7

TELECOM

H1

CLEAN HAC

H16

ANTE-ROOM CLEAN

H14

CLEAN WORKROOM, ASSEMBLY

H15

SPS CHIEF OFFICE

H11

ASSISTANT CHIEF OFFICE

H10

RME OFFICE

H9

STAFF LOUNGE

H8

HAC

H6

CORRIDOR

C52

DECONTAMINATION WORK AREA

H21

SOILED HAC

H22

DETERGENT

H23

CART HOLDING

H24

ANTEROOM, SOILED

TRANSITION/DROP-OFF

H25

TOILET

H7

LEAD TECH OFFICE

H5

OPEN OFFICE

H4

CONFERENCE/ TRAINING ROOM

H2

SCOPE PROCESSING

DECONTAMINATION ROOM

H26

LOGISTICS STORAGE ROOM

H18

CORRIDOR

C50

CORRIDOR

C51

SCOPE STAGING ROOM

H17A

MANUAL CART WASH

H20A

CART HOLDING

H20

AUTOMATIC CART WASH AREA

H20B

STERILE INSTRUMENT STORAGE

H17

MENS TOILET/LOCKER

H12

WOMENS TOILET/LOCKER

H13

STEAM STERILIZATION AREA

H19

WOMENS SHOWER

H13A

MENS SHOWER

H12A

OR #1

G25

CLEAN CORE

G26

OR #4

G27

CORRIDOR

C43

STORAGE

G28

STORAGE

G29

Room

D10

STAIR #4

D12

Room

D12A

Room

G02

TELE

G03

EMS

G04

ELEV EQUIP

G05

Room

G42A

CORRIDOR

C50

ELEVATOR LOBBY

G79-5

STAIR 9

G81-5

STEAM STERILIZER

H15A

ELECTRICAL

H3

DR WORK ROOM

D18

CORRIDOR

C12

P-528

P-608

P-402

P-502

FD-S1FD-S2

FD-S1

FD-S1

FD-S1

FD-S1

FD-S1

FD-S1

FD-S1

FD-C1

FD-S1

FD-S1

RDO-1

RD RD

RD

RD RD RD

8" ST UP/DN

FS

FS

P-103A

RDO-1

P-804

P-804

PL300

PL300

PL300

6"ST (3,725)

3" ST UP/DN

3" ST UP/DN3" ST UP/DN

3" ST UP/DN

3" ST UP/DN

3" ST UP/DN

3" ST UP/DN

3" ST UP/DN

1-1/2" SCW UP/DN

1-1/4" HW UP/DN

1/2" HWC UP/DN

4" SAN UP/DN

3/4" HW UP/DN

1/2" HWC UP/DN

2" SCW DN

1-1/4" HW DN

2" SCW UP

1-1/4" HW UP

2-1/2" SCW UP/DN

2" HW UP

1/2" HWC UP

1/2" SCW UP/DN

3/4" DI DN

3/4" DI DN

3/4" DI UP

3/4" DI UP

1-1/2" SCW UP/DN

1-1/4" HW UP/DN

3/4" HWC UP/DN

1" SCW UP/DN

3/4" HW UP/DN

1/2" HWC UP/DN

3" SCW UP/DN

1-1/2" HW UP/DN

1/2" HWC UP/DN

1-1/4" SCW UP

1-1/4" HW UP

1/2" HWC UP

4" SAN DN

4" SAN DN

2" V DN

4" SAN UP/DN

8"ST (5,935)

8"ST (7,175)

8" ST DN

8" STS UP

4"STS (1,240)

4"ST (1,240)

6"ST (2,210)

RD RD RD RD

RD RD

3" STS UP

3" ST UP

"S

T

,4

4"ST (2,325)

4"ST (2,325)

4"ST (2,625)

4"ST (2,400)

4" ST DN

4" ST DN

5"STS (2,625)

2"CW

10"STS (15,725)

10"STS (12,275) 8"STS (8,550)

"S

T S

,5

10"STS (12,275)

10"STS (14,485)

4"STS (3,525)

4"STS (3,525)

6"STS (5,025)

5"STS (2,400)

CAP

2"CW

"C

W

2"CW

2 1/2"CW

1/

2" C W

FS

SSIU-1

SSIU-2

1/2"O

/2 "O

1"O

/2

"O

2"O

2" O UP/DN

2" O DN

WCO-1

MV-2

WHA-3

WHA-1

WHA-2

YCO-1

YCO-1

YCO-1

1/2"CA

3/4"SCW

1/2"CA

3/4"SCW

1/2"CA

/2

"C A

1/2"CA

/2

"C A

WHA-1

WHA-1

1/2"HWC140

1 1/2"HW140

1 1/2"SCW

1 1/2"CW

FS

1-1/2" CW UP

1/2" HWC140 UP

1-1/2" HW140 UP

1-1/2" SCW UP

3" V UP

2" V UP/

4" SAN DN

2" V UP/

4" SAN DN

4"SAN

0.5 GPM

0.5 GPM

2" V UP

3 3

3 33 3

CO

CO

6"STS (2,210)

CO

CO

CO

NC

NC

2" SCW DN

2" SCW UP

2" SAN DN

2" SAN UP

2" HW DN

1/2" HWC DN

2"O 3/4"D

3/4"D

3/4"D

2" V DN

2"V

2" V DN

2" V DN

3"V

4" V UP

I O W A

S E

D

PROFESS IONA

27052

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IC

E N

L E

N G

I N E

E R

DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/1

.0

V A

-W a s h

D C

-V A

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P S

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/1

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PL101

GROUND LEVEL FLOOR PLAN -

PLUMBING

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

N O R

HT

1/8" = 1'-0"

GROUND LEVEL FLOOR PLAN - PLUMBING

GENERAL PLUMBING NOTES:

1. REFERENCE P000 - PLUMBING COVERSHEET

FOR PLUMBING SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES.

2. 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.

3. G.C. SHALL CUT AND PATCH EXISTING AS

REQUIRED FOR NEW WORK. REFERENCE

SPECIFICATION SECTION 22 05 05 FOR

ADDITIONAL INFORMATION.

4. COMPLETE LAYOUT DRAWINGS SHALL BE

REQUIRED BY SPECIFICATION SECTION 22 05

11. CONSTRUCTION WORK SHALL NOT BEGIN

UNTIL SYSTEM LAYOUT DRAWINGS HAVE BEEN

APPROVED BY THE C.O.R.

5. CONTRACTOR SHALL MINIMIZE DOWNTIME OF

EXISTING SYSTEMS BY INSTALLING NEW

SYSTEMS PRIOR TO TYING INTO EXISTING.

NOTIFY C.O.R. A MINIMUM OF 24 HOURS PRIOR

TO SYSTEM SHUTDOWN.

6. ALL PIPING, OF ANY KIND, ABOVE SOLID LID

CEILINGS SHALL BE CONSTRUCTED OF AS FEW

PIECES AS POSSIBLE AND SHALL ONLY UTILIZE

WELDED OR SWEATED JOINTS AND

CONNECTIONS.

7. REFERENCE PL500 FOR PLUMBING FLOW

DIAGRAM.

8. REFERENCE PL600 FOR PLUMBING MATERIAL

LIST.

9. REFERENCE 9/PL400 FOR FIRE RATED

FLOOR/WALL PENETRATION DETAIL.

10. REFERENCE 10/PL400 FOR NON-FIRE RATED

WALL PENETRATION DETAIL.

KEYNOTES:

1. REFERENCE 4/PL401 FOR FIXTURE HOT WATER

ROUTING DETAIL.

2. REFERENCE 6/PL401 FOR COMPRESSED AIR

TERMINAL DETAIL.

3. REFERENCE 7/PL401 FOR COMPRESSED AIR

TERMINAL AT CEILING DETAIL.

4. REFERENCE 9/PL401 FOR STERILIZER PIPING

DETAIL.

5. STERILIZER WILL BE RELOCATED BY THE

EQUIPMENT VENDOR FROM AN EXISTING

LOCATION IN THE FACILITY TOWARDS THE END

OF THIS PROJECT. ALL PIPING SHALL BE

ROUGHED IN PRIOR TO RELOCATION TO

MINIMIZE DOWNTIME OF THE EQUIPMENT.

COORDINATE WITH C.O.R. FOR RELOCATION

EFFORT.

Revisions: Date:

T

T T

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SB

S2

23 24

1S

0S

A1

A2

30 Y

A

C

B

D

H

G

5.3

G.2

1.8

F

E

4 54.94.3

30.4

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30.6

A1.8 uuuu

A1.9 wwww

A3.5

A3

1.7

STAIR #5

121A

TOILET

WORK ROOM

PROCEDURE ROOM

TOILET

CORRIDOR

MECH

SOILED

CLEAN

M.H.

ELEC

WORK ROOM

WAITING

RECEPTION

HAC

129A

STAIR #4

Room

Room

131A

Room

120A

STAIR

126B

Room

Room

111A

INTERSTITIAL SPACE

Room

CORRIDOR

C52

6/3725

RD-1

6/3725

RD-2

6/2210

RD-1

6/2210

RD-2

4/1240

RD-1

4/1240

RD-2

RD RD

RD RD

RD

RD

FD-S1

FD-S1

AHU-1

AHU-2

"R

O "D

I "D

I "S

C W

/2 "H

W

/2

"H W

C

"C

A

1"CA

1/2"HWC140

2"HW140

2 1/2"SCW

2"DI

2"DI

1"RO

8"STS (5,725)

8"ST (5,725)

8"STS (7,900)

4"ST (1,100)

"S

T

,1

"S

T S

,1

4"STS (1,100)

"S

T S

,0

"S

T

,2

"S

T S

,2

"S

T S

,5

"S

T

,5

6"STS (3,525)

6"ST (3,525)

/2

"H W

C

/2 "H

W

/2 "S

C W

4/2,400

RD-E

4/2,400

RD-E

4/2,625

RD-E

4/2,625

RD-E

4/2,325

RD-E

4/2,325

RD-E

6"ST (3,275)

8" STS DN

8" ST DN

RD RD

3" STS UP/DN

3" ST UP/DN

FD-S1

FD-S1

EOC-1

2"O

2" O

2"OVB-1

1" CW UP TO

HOSE BIBB

2" V DN

4" VTR

4" VTR

2" V DN

FCU-2

"V

2" V DN

2"V

4" V DN

4" VTR

2" O DN

4" V DN

"V

4" VTR

2" O DN

2"O

PL300

WH-2

CP-4

MV-3

EF-1

SSOU-2

SF-1

FCU-3

1 1/2"D

1 1/2"D

0.5 GPM

1 1/2"SCW

1 1/2"HW140

1/2"HWC140

HEATING WATER

SYSTEM AIR

SEPARATOR

CHILLED WATER

SYSTEM AIR

SEPARATOR

BFP-2

BFP-2

BFP-2

GFS-1

GFS-2

BFP-2

/4

"S C

W

3/4"SCW

(HALF GRATE)

3/4"D

3/4"D

1" RO DN

1" RO DN

1" CA DN

2" DI DN

2" DI DN

3" SCW DN

1-1/2" HW140 DN

1/2" HWC140 DN

1" CA DN

2" DI DN

2" DI DN

2-1/2" SCW DN

2" HW140 DN

1/2" HWC140 DN

1-1/2" SCW DN

1-1/2" HW140 DN

1/2" HWC140 DN

1-1/2" CW DN

3" V DN

2" V DN

I O W A

S E

D

PROFESS IONA

27052

L

IC

E N

L E

N G

I N E

E R

DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/1

.0

V A

-W a s h

D C

-V A

S io u x F a lls

N e w

S P

S /M

E P

T

.0

V A

W a s h D

C -V

A S io u x F a lls

N e w S

P S

C

.r v t

/1

/2

:3

:2

A

M

PL111

INTERSTITIAL/FIRST LEVEL FLOOR

PLAN - PLUMBING

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

N O R

HT

1/8" = 1'-0"

INTERSTITIAL/FIRST LEVEL FLOOR PLAN - PLUMBING

GENERAL PLUMBING NOTES:

1. REFERENCE P000 - PLUMBING COVERSHEET

FOR PLUMBING SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES.

2. 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.

3. G.C. SHALL CUT AND PATCH EXISTING AS

REQUIRED FOR NEW WORK. REFERENCE

SPECIFICATION SECTION 22 05 05 FOR

ADDITIONAL INFORMATION.

4. COMPLETE LAYOUT DRAWINGS SHALL BE

REQUIRED BY SPECIFICATION SECTION 22 05

11. CONSTRUCTION WORK SHALL NOT BEGIN

UNTIL SYSTEM LAYOUT DRAWINGS HAVE BEEN

APPROVED BY THE C.O.R.

5. CONTRACTOR SHALL MINIMIZE DOWNTIME OF

EXISTING SYSTEMS BY INSTALLING NEW

SYSTEMS PRIOR TO TYING INTO EXISTING.

NOTIFY C.O.R. A MINIMUM OF 24 HOURS PRIOR

TO SYSTEM SHUTDOWN.

6. ALL PIPING, OF ANY KIND, ABOVE SOLID LID

CEILINGS SHALL BE CONSTRUCTED OF AS FEW

PIECES AS POSSIBLE AND SHALL ONLY UTILIZE

WELDED OR SWEATED JOINTS AND

CONNECTIONS.

7. REFERENCE PL500 FOR PLUMBING FLOW

DIAGRAM.

8. REFERENCE PL600 FOR PLUMBING MATERIAL

LIST.

9. ALL FLOOR PENETRATIONS THROUGH

MECHANICAL ROOM FLOOR SHALL BE MADE

WITH A 4” THICK WATER LEAK RESISTANT

CONCRETE CURB INSTALLED BY THE GENERAL

CONTRACTOR. CURBS DEPICTED ON THESE

PLANS ARE GENERIC IN NATURE; MECHANICAL

CONTRACTOR SHALL COORDINATE EXACT

SIZES AND LOCATIONS OF CURBS WITH

GENERAL CONTRACTOR. WHERE FEASIBLE,

CONGREGATE FLOOR PENETRATIONS OF

DUCTWORK, MECHANICAL PIPING, AND

PLUMBING PIPING INTO COMBINED

CURB/PENETRATION GROUPS.

10. REFERENCE 9/PL400 FOR FIRE RATED

FLOOR/WALL PENETRATION DETAIL.

11. REFERENCE 10/PL400 FOR NON-FIRE RATED

WALL PENETRATION DETAIL.

KEYNOTES:

1. PROVIDE COOLING EQUIPMENT WITH

CONDENSATE DRAIN TRAP AND ROUTE

CONDENSATE TO NEAREST FLOOR DRAIN.

REFERENCE 8/PL400 FOR CONDENSATE TRAP

DETAIL.

2. REFERENCE 6/PL400 FOR ROOF DRAIN DETAIL.

3. PROVIDE HEAT TRACE AT ROOF DRAINS, ROOF

DRAIN BASINS, AND THE FIRST 15’ OF BOTH

PRIMARY AND SECONDARY STORM PIPING

INSIDE BUILDING. COORDINATE EXACT

LOCATION WITH ELECTRICAL CONTRACTOR.

4. DELINIATION OF SCOPE BETWEEN PLUMBING

CONTRACTOR (DARK) AND MECHANICAL

CONTRACTOR (LIGHT). COORDINATE WITH

MECHANICAL CONTRACTOR.

5. ROUTE CONDENSATE DRAIN TO FLOOR SINK.

DISCHARGE THROUGH 45° ELBOW WITH 1" GAP

BETWEEN ELBOW OUTLET AND FLOOR SINK

RIM.

6. PROVIDE 3-VALVE ARRANGEMENT AT DI LOOP

PRIOR TO PENETRATING INTERSTITIAL LEVEL

FLOOR. 3-VALVE ARRANGEMENT SHALL

CONSIST OF TWO NORMALLY OPEN VALVES

DOWNSTREAM OF A LOOP BYPASS (SIZED

SAME AS LOOP PIPING) WITH A NORMALLY

CLOSED ISOLATION VALVE.

N

O

SB

S2

23 24

1S

0S

A1

A2

30 Y

A

C

B

D

H

G

5.3

G.2

1.8

F

E

4 54.94.3

30.4

Z1

30.6

A1.8 uuuu

A1.9 wwww

A3.5

A3

1.7

4/1100

RD-2

4/1100

RD-1

6/2175

RD-2

6/2175

RD-1

6/2200

RD-2

6/2200

RD-1

6/3525

RD-2

6/3525

RD-1

ACC-1

4" VTR

4" VTR

4" VTR

4" VTR

4" VTR

P-805

EF-3

RAH-1 OAH-2

OAH-1

EF-4

SSOU-1

RAH-3

RAH-2

EF-2A EF-2B

OAH-3

I O W A

S E

D

PROFESS IONA

27052

L

IC

E N

L E

N G

I N E

E R

DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/1

.0

V A

-W a s h

D C

-V A

S io u x F a lls

N e w

S P

S /M

E P

T

.0

V A

W a s h D

C -V

A S io u x F a lls

N e w S

P S

C

.r v t

/1

/2

:3

:3

A

M

PL121

ROOF PLAN - PLUMBING CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

N O R

HT

1/8" = 1'-0"

ROOF PLAN - PLUMBING

GENERAL PLUMBING NOTES:

1. REFERENCE P000 - PLUMBING COVERSHEET

FOR PLUMBING SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES.

2. 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.

3. G.C. SHALL CUT AND PATCH EXISTING AS

REQUIRED FOR NEW WORK. REFERENCE

SPECIFICATION SECTION 22 05 05 FOR

ADDITIONAL INFORMATION.

4. COMPLETE LAYOUT DRAWINGS SHALL BE

REQUIRED BY SPECIFICATION SECTION 22 05

11. CONSTRUCTION WORK SHALL NOT BEGIN

UNTIL SYSTEM LAYOUT DRAWINGS HAVE BEEN

APPROVED BY THE C.O.R.

5. CONTRACTOR SHALL MINIMIZE DOWNTIME OF

EXISTING SYSTEMS BY INSTALLING NEW

SYSTEMS PRIOR TO TYING INTO EXISTING.

NOTIFY C.O.R. A MINIMUM OF 24 HOURS PRIOR

TO SYSTEM SHUTDOWN.

6. ALL PIPING, OF ANY KIND, ABOVE SOLID LID

CEILINGS SHALL BE CONSTRUCTED OF AS FEW

PIECES AS POSSIBLE AND SHALL ONLY UTILIZE

WELDED OR SWEATED JOINTS AND

CONNECTIONS.

7. REFERENCE PL500 FOR PLUMBING FLOW

DIAGRAM.

8. REFERENCE PL600 FOR PLUMBING MATERIAL

LIST.

KEYNOTES:

1. REFERENCE 7/PL400 FOR VENT PIPE FLASHING

DETAIL.

2. REFERENCE 2/PL401 FOR ROOF HOSE BIBB

DETAIL.

3. REFERENCE 6/PL400 FOR ROOF DRAIN DETAIL.

4. PROVIDE HEAT TRACE AT ROOF DRAINS, ROOF

DRAIN BASINS, AND THE FIRST 15’ OF BOTH

PRIMARY AND SECONDARY STORM PIPING

INSIDE BUILDING. COORDINATE EXACT

LOCATION WITH ELECTRICAL CONTRACTOR.

N

O

22 23

D

F

E

3 4 4.3

CART HOLDING

H24

ANTEROOM, SOILED

TRANSITION/DROP-OFF

H25

SCOPE PROCESSING

DECONTAMINATION ROOM

H26

CORRIDOR

C51CART HOLDING

H20

AUTOMATIC CART WASH AREA

H20B

FD-S2

"R

O

"R

O

"C

A

"D

I

"D

I

"S

C W

1 1/2"HW140

1 1/2"SCW

2"DI

2"DI

1"CA

1"RO

1"RO

FD-C2

2"V

1 1/2"V

"V

"V

1/2"HWC140

1/2"HW140

1/2"SCW

MV-1

P-402

P-708

FD-S1

FD-C1

1" CA UP

1" RO95 UP

1" RO95 UP

2" DI UP

2" DI UP

3" SCW UP

1-1/2" HW140 UP

1/2" HWC140 UP

S3185

4" V UP

1"SCW

BFP-2

BFP-2

1/2" HWC UP/DN

1-1/4" HW UP/DN

1-1/2" SCW UP/DN

2" O UP/DN

BFP-3 BFP-3

FD-C2

BFP-3

FD-C2

S2627 S2627 S2627

A1195A

A1195A

1"TW

5 5 5

2 22 23

C

D

3 4 4.3

DECONTAMINATION WORK AREA

H21

SOILED HAC

H22

DETERGENT

H23

CART HOLDING

H24

ANTEROOM, SOILED

TRANSITION/DROP-OFF

H25

CORRIDOR

C50

FD-S1

FD-S1 FD-S1

FD-S1 FD-S1

FD-S1

FD-S1

FD-S1

FD-S1

FD-C1

P-707

MV-2

P-402 P-501

1/2"HWC140

1 1/2"HW140

1 1/2"SCW

2"DI

2"DI

1"CA

3"V

3"V

"V

/2 "V

"V

4"SAN

FS

WCO-1

1/2"CA

BFP-2

1" CA UP

2" DI UP

2" DI UP

2-1/2" SCW UP

2" HW140 UP

1/2" HWC140 UP

BFP-2

BFP-3

BFP-2

BFP-2

BFP-3

BFP-2

BFP-2

BFP-3

BFP-2

BFP-2

BFP-3

2" V UP/DN

1" CA UP

1" RO95 UP

1" RO95 UP

2" DI UP

2" DI UP

3" SCW UP

1-1/2" HW140 UP

1/2" HWC140 UP

4" V UP

1/2"SCW

1/2"HW140

1/2"HWC140

0.5 GPM

3" SAN DN

4" SAN DN/2" V UP

1/2"CA

2"DI

2"DI

3/4"SCW

3/4"HW140

1/2"DI

1/2"SCW

1/2"HW140

1/2"CA

1/2"CA

1/2"CA

1/2"DI

1/2"SCW

1/2"HW140

1/2"DI

1/2"SCW

1/2"HW140

1/2"CA

1/2"CA

1/2"DI

1/2"SCW

1/2"HW140

1"HW140

1"SCW 1"SCW

1"HW140

"C

A "C

A

"D

I "D

I

"D

I

/2 "S

C W

/2 "H

W

/2

"H W

C

"D

I

"S

C W

"S

C W

"H

W

"H

W

1/2"CA

1 1/4"TW

1"SCW

1"HW140

1-1/2" V DN

4"V

FD-S1

FD-S1

FD-S1

FD-S1

1/2"CA

3/4"SCW

3/4"HW140

1/2"CA

1/2"CA

2"DI

2"DI

1 1/2"SCW

1 1/2"HW140

A1195A

A1195A

A1195A

A1195A

S0940

S0940

S0942

S0940

S0940

S2635

S2635

S2635

S2635

C

B

1.81.7

CLEAN HAC

H16

ANTE-ROOM CLEAN

H14

MENS TOILET/LOCKER

H12

WOMENS TOILET/LOCKER

H13

WOMENS SHOWER

H13A

MENS SHOWER

H12A

P-701

FD-C1

P-103A P-103

P-402

P-402

P-402

P-502

P-707

FD-C1

MV-1

P-402

P-402

P-402

P-103

FD-C1

P-103A

P-701

FD-C1

FS

FS

/4

"S C

W

/4

"H W

/2

"H W

C

"V

"V

2"V2"V

/2 "V

2"V

"V

2"V

1 1/2"V

FS

4"SAN

WHA-1

WHA-1

2" V DN

2" V UP

2"V

"V

"V

2" V DN

4" SAN DN

WHA-3

2" V DN

1"HW140

WHA-1

WHA-1

WHA-3

2" V UP

2" SAN DN

FD-C1

6" CW DN

6" CW UP

4" SAN DN

1-1/2" V UP

2" SCW UP

1-1/2" HW140 UP

2" CW UP

1/2" HWC140 UP

P-801

1 1/4"TW

2" V DN

0.5 GPM

0.5 GPM

2"CW

3/4"SCW

3/4"HW140

1/2"HWC140

1 1/4"SCW

1 1/4"HW140

1/2"HWC140

2"CW

221 221

C

B

1.81.7

2" V DN

2" V DN

4" VTR

1-1/2" V DN

6" W DN

WS-1

"C

W

"C

W

1 1/2"CW

4"SCW

4"SCW

3"SCW

"S

C W

"S

C W

"H

W

"H

W C

"C

A

"R

O

"D

I

"D

I

"S

C W

1/2"HWC140

3/4"HW140

2"SCW

1"RO

2"DI

2"RO

2"DI

UV-1

T-1

RO-1

CFS-2 CFS-1

WH-1 WH-1 FD-S1

AC-1

1"CA

2" CW DN

2" SCW DN

3/4" HW140 DN

1/2" HWC140 DN

FCU-1 2 1/2"HW140

1/2"HWC140

CP-3

CP-3

F-1

CP-1

BFP-1

FD-S1

FD-S1

2 1/2"CW

1 1/2"CW

3 1/2"CW

2 1/2"SCW

ET-5

DI RESIN TANKS

WATER PROOFING CURB

4" HOUSKEEPING

PAD (TYP.)

AHU-2

T-2

CP-2

CP-2

2"RO

3"RO

3"RO

3"RO

2 1/2"SCW

3"RO

3"RO

(HALF GRATE)

(HALF GRATE)

3/4"D

3/4"D

/4

"D

"S

C W

I O W A

S E

D

PROFESS IONA

27052

L

IC

E N

L E

N G

I N E

E R

DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/1

.0

V A

-W a s h

D C

-V A

S io u x F a lls

N e w

S P

S /M

E P

T

.0

V A

W a s h D

C -V

A S io u x F a lls

N e w S

P S

C

.r v t

/1

/2

:3

:4

A

M

PL300

PLUMBING ENLARGED PLANS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

N O R

HT

1/4" = 1'-0"

GROUND LEVEL FLOOR PLAN - PLUMBING - SCOPE PROCESSING

N O R

HT

1/4" = 1'-0"

GROUND LEVEL FLOOR PLAN - PLUMBING - DECONTAMINATION WORK AREA

N O R

HT

1/4" = 1'-0"

GROUND LEVEL FLOOR PLAN - PLUMBING - LOCKERS

GENERAL PLUMBING NOTES:

1. REFERENCE P000 - PLUMBING COVERSHEET

FOR PLUMBING SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES.

2. 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.

3. G.C. SHALL CUT AND PATCH EXISTING AS

REQUIRED FOR NEW WORK. REFERENCE

SPECIFICATION SECTION 22 05 05 FOR

ADDITIONAL INFORMATION.

4. COMPLETE LAYOUT DRAWINGS SHALL BE

REQUIRED BY SPECIFICATION SECTION 22 05

11. CONSTRUCTION WORK SHALL NOT BEGIN

UNTIL SYSTEM LAYOUT DRAWINGS HAVE BEEN

APPROVED BY THE C.O.R.

5. CONTRACTOR SHALL MINIMIZE DOWNTIME OF

EXISTING SYSTEMS BY INSTALLING NEW

SYSTEMS PRIOR TO TYING INTO EXISTING.

NOTIFY C.O.R. A MINIMUM OF 24 HOURS PRIOR

TO SYSTEM SHUTDOWN.

6. ALL PIPING, OF ANY KIND, ABOVE SOLID LID

CEILINGS SHALL BE CONSTRUCTED OF AS FEW

PIECES AS POSSIBLE AND SHALL ONLY UTILIZE

WELDED OR SWEATED JOINTS AND

CONNECTIONS.

7. REFERENCE PL500 FOR PLUMBING FLOW

DIAGRAM.

8. REFERENCE PL600 FOR PLUMBING MATERIAL

LIST.

9. REFERENCE 9/PL400 FOR FIRE RATED

FLOOR/WALL PENETRATION DETAIL.

10. REFERENCE 10/PL400 FOR NON-FIRE RATED

WALL PENETRATION DETAIL.

N O R

HT

1/4" = 1'-0"

INTERSTITIAL/FIRST LEVEL FLOOR PLAN - PLUMBING - WATER TREATMENT

KEYNOTES:

1. REFERENCE 1/PL401 FOR EMERGENCY

SHOWER & EYEWASH DETAIL.

2. REFERENCE 3/PL401 FOR THREE

COMPARTMENT SINK DETAIL.

3. REFERENCE 4/PL401 FOR FIXTURE HOT WATER

ROUTING DETAIL.

4. REFERENCE 5/PL401 FOR COMPRESSOR AIR

DRAIN DETAIL.

5. REFERENCE 6/PL401 FOR COMPRESSED AIR

TERMINAL DETAIL.

6. REFERENCE 8/PL401 FOR WASHER

DISINFECTOR PIPING DIAGRAM.

7. REFERENCE 10/PL401 FOR CART WASH PIPING

DETAIL.

8. REFERENCE 11/PL401 FOR ENDOSCOPE

REPROCESSOR PIPING DETAIL.

9. 3-BAY REPROCESSING SINKS ARE LOCATED

ON PREDOMINATELY HALF-HEIGHT

BACKWALLS. SANITARY VENT, COMPRESSED

AIR, DEIONIZED WATER, SOFT COLD WATER,

AND HOT WATER SERVING REPROCESSING

SINKS SHALL BE ROUTED DOWN WEST

SECTION OF BACKWALL WHICH IS FULL

HEIGHT. COORDINATE PIPE ROUTING WITH

POWER AND DATA CONDUIT PROVIDED BY

ELECTRICAL AND TECHNOLOGY

CONTRACTORS. REFERENCE ARCHITECTURAL

SHEETS FOR DIMENSIONS OF BACKWALL.

NOTIFY ARCHITECT/ENGINEER OF ANY

REVISIONS TO WALL DIMENSIONS NECESSARY

FOR ACCOMMODATING ALL UTILITIES.

10. CONTRACTOR SHALL LOCATE DI WATER

THREE VALVE ARRANGEMENT IN VERTICAL

RISERS AND PROVIDE ACCESS PANEL IN

BACKWALL. VALVES AND PIPING ACCESSORIES

SHALL NOT BE LOCATED ABOVE HARD LID

CEILINGS. VALVES SHOWN FOR CLARITY ON

THIS PLAN.

11. PROVIDE 6’-6” LENGTH OF PIPE SPOOL WITH

BLIND FLANGE ENDS FOR FLEXIBILITY TO

INSTALL FUTURE BACKFLOW PREVENTER.

12. 2-1/2" CW DN TO PURE WATER PRODUCTION

EQUIPMENT. REFERENCE 3/PL500 FOR PURE

WATER FLOW DIAGRAM.

13. 3" RO BACKWASH DRAIN PIPED ALONG FLOOR

FROM RO TRAIN TO FLOOR SINK. DISCHARGE

OVER FLOOR SINK THROUGH 90° ELBOW WITH

1" AIR GAP ABOVE FLOOR SINK RIM.

14. ROUTE CONDENSATE DRAIN TO FLOOR SINK.

DISCHARGE THROUGH 45° ELBOW WITH 1" GAP

BETWEEN ELBOW OUTLET AND FLOOR SINK

RIM.

3/8"Ø HOLES

EVERY 6"

TOP OF DRAIN TILE MUST BE A

MINIMUM OF 4" BELOW TOP OF

FINISHED FLOOR. IF

NECESSARY, PLACE DRAIN

LINE ADJACENT TO FOOTING.

COMPLETELY WRAP WITH

GEOTEXTILE FABRIC.

AGGREGATE TO BE MINIMUM 1"

RIVER ROCK OR 2" CRUSHED

LIMESTONE.

4" PVC-SCHEDULE 40

DRAIN-PERFORATED.

WALL

FLOOR

BACKFILL

FOOTING

12" MIN.

FLOOR

NONCORROSIVE, HEAVY DUTY SLEEVE (E.G.

CAST IRON, CONCRETE PIPE). PROVIDE A

MINIMUM OF 2" CLEAR FROM TOP OF

CARRIER PIPE TO INSIDE OF SLEEVE.

CARRIER PIPE. NO JOINTS

INSIDE SLEEVE.

ENCASE SLEEVE WITH CONCRETE

A MINIMUM OF 9" ALL AROUND. IF

TOP OF SLEEVE IS WITHIN 18" OF

BOTTOM OF FOOTING CONCRETE

SHALL EXTEND TO UNDERSIDE OF

FOOTING.

NOTES:

1. STEP FOOTING DOWN AS REQUIRED TO MAINTAIN 8" MINIMUM DIMENSION.

6" MIN.

9" MIN.

6" (TYP.)

2" MIN

8" MIN

(NOTE 1)

9" MIN. NO SLEEVES PERMITTED.

GRADE

2" MIN

NOTES:

1. STEP FOOTING DOWN AS REQUIRED TO MAINTAIN 8" MINIMUM DIMENSION.

PIPE NEAR FOOTING INSTALLATION

PIPE CROSS

SECTION

INSTALL PIPE ABOVE LOAD

BEARING SOIL FOR FOOTING.

PIPE TRENCH. BACKFILL PER

STRUCTURAL SPECIFCATIONS GRADE

BLACKTOP OR CLEAN

TAMPED EARTH.

ALL AROUND

MINIMUM 9"

FLEXIBLE PVC COUPLING WITH

STAINLESS STEEL BAND CLAMPS.

SUITABLE FOR UNDERGROUND

INSTALLATION. INDIANA SEAL, MODEL

NO. 156-88 OR EQUIVALENT.

NEOPRENE GASKET

LINE OF UNDISTURBED EARTH.

8" SAN PIPE. SEE

SPECIFICATION SECTION 22

10 00 FOR MATERIAL.

1/8 BEND.

CLEANOUT ASSEMBLY.

SEE PLUMBING

MATERIAL LIST.

CONCRETE SLAB (5")

REINFORCED WITH WIRE

MESH OR 3/8" DIAMETER

RODS 6" CENTERS EACH

WAY. SLOPE AWAY

FROM CLEANOUT

ASSEMBLY TOP.

EXTEND CONCRETE PAD

6" BEYOND THE LINE OF

UNDISTURBED EARTH.

SAND BACKFILL OR

CLEAN TAMPED EARTH.

FROST SLEEVE

PREDICTED DEPTH

OF FROST.

FROST SLEEVE TO BE

6" BELOW PREDICTED

DEPTH OF FROST, .

6" TO 12" ABOVE

SEWER

-OR-

OUTSIDE WALL

GRADE

FROM FIRE

PROTECTION

(FP) MAIN

STEEL PIPE SEE SPECIFICATION

CAST IRON FLANGE AND

SPIGOT PIECE.

FLOOR

SEAL PENETRATION

WATERTIGHT.

CAST IRON BELL

AND SPIGOT PIPE.

TIE ROD (TYP)

MAIN ENTERING BLDG.

TIEROD (TYP).

CLAMP (TYP).

WATER MAIN (TYP).TEE ANCHOR

ANCHOR FOR LONG SPIGOT 1/4 BEND.

ONE-EIGHT BEND,

BELL TO PIPE SPIGOTSPIGOT TO PIPE BELL

ONE-EIGHT BEND,

BEARING AREA

CONCRETE THRUST

BLOCK

ONE-QUARTER BEND

BEARING

AREA

CONCRETE THRUST

BLOCK

Ø

(M

IN

THRUST BLOCKS

AREA OF BEARING FACE OF

CONCRETE THRUST BLOCKS

ANCHOR RODS

ROD AND CLAMP ANCHORAGE

PIPING

NOMINAL

SIZE

(IN.)

CLAMP

SIZE

(IN.)

BOLT

SIZE

(IN.)

WASHER

(IN.)

6 1/2x2 5/8 5/8x3 1/2x3

CAST

IRON STEEL

90° 1/4

BEND

45° 1/8

BEND

MECHANICAL JOINT

NUMBER OF RODS AND ROD SIZE(IN.) FOR ROD AND CLAMP ANCHORAGE

PUSH ON JOINT

45° 1/8

BEND

90° 1/4

BEND

TEE,

HYDRANT

CAP, PLUG

TEE,

HYDRANT

CAP, PLUG

3/4

3/4

3/4

3/4

3/4

3/4

PIPING

NOMINAL

SIZE

(IN.)

MIN. SQ. FT.

CAST IRON AND DUCTILE IRON

TEES, PLUGS,

CAPS, HYDRANTS

1/4

BEND

1/8

BEND

6 7 54

BASIS: 2,000 LB/SQ.FT. SOIL RESISTANCE.

250 PSI WATER PRESSURE.

CORRECTION FACTORS FOR OTHER

SOILS:

SOFT CLAY

SAND

SAND&GRAVEL...1.33

SHALE...................0.4

NOTES:

1. AFTER INSTALLATION, PROTECT TIE RODS, BOLTS, NUTS, WASHERS AND CLAMPS AGAINST CORROSION WITH A

HEAVY COAT OF ASPHALT MATERIAL.

2. THE LENGTH OF THE ROD REQUIRED WILL VARY WITH THE PIPE FITTING, AND MUST BE DETERMINED BY FIELD MEASUREMENT. IF THE DISTANCE BETWEEN THE JOINTS IS LESS THAN 12 FEET, EXTEND THE ANCHORAGE TO

THE SECOND BELL.

3. BOTH THRUST BLOCKING AND ANCHOR RODS ARE REQUIRED.

4. REFER TO THE GOVERNING CODE AND NFPA 24 FOR ADDITIONAL REQUIREMENTS.

CLAMPING RING

WATER CUTOFF MASTIC

ROOF MEMBRANE

ROOF DECK

ROOF INSULATION

DOME STRAINER

BEARING PAN

OUTLET SIZE AS

SHOWN ON DRAWINGS

UNDERDECK CLAMP

ADJUSTABLE EXTENSION

VENT PIPE

WATER CUTOFF MASTIC

CONTINUOUS PRE

MOLDED PIPE SEAL

SPLICING CEMENT

LAP SEALANT

METAL ROOF DECK.

SEE ARCH.

INSULATION, SEE SPECIFICATIONS.CONCRETE ROOF

DECK. SEE ARCH.

INSULATION.

SEE ARCH.

STAINLESS STEEL

CLAMPING RING

ROOF

MEMBRANE.

SEE ARCH.

NOTES:

1. VENT PIPE SHALL BE A MINIMUM OF 3" DIAMETER UNLESS NOTED

LARGER ON FLOOR PLANS. INCREASERS, IF REQUIRED TO TRANSITION

TO THE LARGER VTR SIZE, MUST BE INSTALLED AT LEAST 12 INCHES

BELOW THE THERMAL ENVELOPE OF THE BUILDING.

2. EXTEND VENT PIPE AT LEAST 7 FEET ABOVE ROOF LEVEL WHEN ROOF

AREA IS INTENDED TO BE USED BY THE GENERAL PUBLIC. THIS

INCLUDES PROMENADES, OBSERVATION DECKS, ETC. THIS IS NOT

REQUIRED FOR ROOFS THAT ARE ACCESSIBLE BY MAINTENANCE

PERSONEL ONLY.

H

CLEANOUT PLUG (TYP.)

ROUTE TO WITHIN TEN

FEET OF ROOF DRAIN (IF

ROOFTOP UNIT). OR TO

FLOOR DRAIN IF UNIT IS

LOCATED INSIDE.

FULL SIZE CONDENSATE

DRAIN, CONNECT TO DRAIN

PAN AS RECOMMENDED BY

MANUFACTURER.

H /2

INSTALL AN ESCUTCHEON AROUND PIPES

EXPOSED IN FINISHED ROOMS. IN SUCH

INSTANCES WHERE AN ESCUTCHEON IS

REQUIRED AND THE PIPING IS INSULATED,

INSTALL A PLASTIC JACKET EXTENDING 6"

BEYOND THE WALL TO PROTECT INSULATION

FROM DAMAGE FROM THE ESCUTCHEON.

MAKE A SMOOTH ROUND OPENING IN

WALL SLIGHTLY LARGER THAN OUTSIDE

DIAMETER OF THE PIPE AND INSULATION.

ADD A BEAD OF NON-HARDENING

CAULK IN THE ANNULAR SPACE.

NOTES:

1. THIS DETAIL APPLIES TO ALL PIPES. THE INTENTION IS TO CONTINUE THE INSULATION AND VAPOR

BARRIER THROUGH ALL PENETRATIONS. PERMIT THERMAL EXPANSION WITHOUT DAMAGING

INSULATION, AND TO SEAL AIRTIGHT AROUND INSULATED AND UNINSULATED PIPES FOR NOISE

TRANSMISSION CONTROL.

2. SEE SPECIFICATION SECTIONS 22 05 29 FOR ADDITIONAL INFORMATION.

3. FLOOR OPENINGS ARE SIMILAR, SEE SPECIFICATION SECTION 22 05 2 FOR DIFFERENCES BETWEEN

FLOOR AND WALL PENETRATIONS.

FIRE SEALANT

FIRE SEALANT

NOTE 2

NOTE 3

PENETRATING ITEM

NOTE 4

NOTE 3

NOTE 4

PENETRATING ITEM

NOTE 2

NOTE 3

RATED WALL

(CONSTRUCTION

VARIES)

RATED FLOOR

(CONSTRUCTION

VARIES)

NOTES:

1. THIS GENERAL DETAIL APPLIES TO ALL ITEMS PENETRATING FIRE RATED WALLS OR FLOORS. THE INTENT IS TO MAINTAIN THE FIRE RATING AND TO ALLOW LONGITUDINAL MOVEMENT. REFER TO SPECIFICATION SECTION 22 05 03 FOR SELECTION

OF THROUGH PENETRATION FIRE STOPPING.

2. SCHEDULE 5 PIPE SLEEVE EMBEDDED IN WALL OR FLOOR, OR SMOOTH CORE DRILL. EACH CONTRACTOR FURNISHES SLEEVE TO G.C., COORDINATES SLEEVE LOCATIONS AND DEBURS SLEEVE. G.C. BUILDS SLEEVE INTO WALL OR FLOOR ALLOWING NO GAP AROUND SLEEVE. IF SLEEVE IS NOT PROVIDED WHEN WALL OR FLOOR IS BUILT, CONTRACTOR SHALL INSTALL SLEEVE. SLEEVE SIZE SHALL ALLOW ANNULAR SPACE REQUIRED BY THE SELECTED FIRE STOP SYSTEM.

3. INSTALL BACKING MATERIAL, SUCH AS MINERAL WOOL SAFING, AS REQUIRED FOR FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH FIRE STOP SYSTEM APPLICATION LISTING. SECURE TO WALL OR FLOOR TO ALLOW LONGITUDINAL

MOVEMENT OF PENETRATING ITEM WITHOUT MOVEMENT OF FIRE BARRIER.

4. WATERTIGHT WELDED 1"x1" 20 GAUGE MINIMUM GALVANIZED SHEET METAL ANGLE FRAME, BY CONTRACTOR IN EQUIPMENT ROOMS FOR WATER STOP. PLACE A BEAD OF WATERPROOF SEALANT BETWEEN FLOOR AND BOTTOM OF ANGLE FRAME. SECURE TO FLOOR WITH MASONRY ANCHORS IN CORNERS AND ON 12" MAXIMUM CENTERS. MULTIPLE

PENETRATING ITEMS MAY BE ENCLOSED IN ONE FRAME.

I O W A

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DELLAN J.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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PL400

PLUMBING DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

NO SCALE

DRAIN TILE DETAIL

1 NO SCALE

PIPE FOUNDATION AND SLEEVE DETAIL

2 NO SCALE

PIPE UNDERFLOOR TRENCH DETAIL

3 NO SCALE

YARD CLEANOUT DETAIL

NO SCALE

UNDERGROUND WATER MAIN ANCHORING DETAIL

NO SCALE

ROOF DRAIN DETAIL

6 NO SCALE

VENT PIPE FLASHING

7 NO SCALE

CONDENSATE TRAP DETAIL (DRAW-THROUGH)

NO SCALE

NON-FIRE RATED WALL PENETRATION DETAIL

10NO SCALE

FIRE RATED FLOOR/WALL PENETRATION DETAIL

SHOWER HEAD

EYEWASH BOWL

PUSH FLAG HANDLE

SECURE FLANGE

TO FLOOR

NOTES:

1. EYEWASH AND SHOWER PERFORMANCE AND ROUGH-IN SHALL MEET THE CURRENT VERSION OF

ANSI Z358.1.

2. GENERAL CONTRACTOR SHALL PAINT AREA AROUND AND BEHIND SHOWER/EYEWASH A BRIGHT

COLOR AS DIRECTED BY THE ARCHITECT.

CEILING

1 1/2" TW

SHOWER AND EYEWASH

IDENTIFICATION SIGNS

FLOOR

FLOOR

DRAIN

SEE FLOOR PLANS FOR

CONTINUATION.

WALL

SEE FLOOR PLANS FOR

CONTINUATION.

SEE FLOOR PLANS

FOR CONTINUATION.

1 1/2" CW

1" HW

EMERGENCY

MIXING VALVE

TRAP PRIMER TP-*

3/8"TF FLEXIBLE

COPPER TO FLOOR

DRAIN TRAP BELOW

1/2" CW

3/8" TP

ALARM HORN AND

LIGHT

SHUT OFF VALVE

LOCKABLE SHUT OFF VALVE

3" SAN

2" SAN

CHECK VALVE

TEMPERATURE

GAUGE

WIRING BY **** TO

HORN AND LIGHT

FLOW SWITCH

S H

O W

E R

H

A N

D

E

M A

X

P-TRAP

HOSE BIBB

MINIMUM 24" ABOVE

FINISHED ROOFSKIRT AROUND PIPE

ROOF FLASHING

ROOF DECK

RIGIDLY SUPPORT TO

STRUCTURE

INSULATION - SEE

SPECIFICATIONS

NORMALLY CLOSED CW

VALVE IN ACCESSIBLE AREA.

3/4" CW

CEILING

3/4" CW

ROUTE 3/4" DRAIN TO

MOP BASIN/FLOOR

DRAIN TERMINATE

WITH AN AIR-GAP.

AIR GAP EQUAL TO TWICE

THE INDIRECT DRAIN PIPE

DIAMETER

4" SAN

2"

ADJUSTABLE HEIGHT THREE

COMPARTMENT SINK BY

OTHERS G.C.

LEVER HANDLE

DRAINS AND INDIRECT

PIPING BY P.C.

FLOOR SINK WITH DOME

STRAINER AND HALF GRATE

OR AS INDICATED ON

PLUMBING MATERIAL LIST

2" V

ROUTE 1/2" TEMPERED

WATER DIRECTLY

TO FIXTURE TRIM.

PROVIDE HOT AND

COLD WATER ANGLE

STOPS ON VALVE

INLETS.

MOUNT MIXING VALVE

AS CLOSE TO FIXTURE

AS POSSIBLE TO TRIM.

INSTALL ENCLOSURE IF

CALLED FOR IN

MATERIAL LIST.

/2

C

W

/2

H

W

HOT WATER FIXTURE

REFER TO PLANS AND

MATERIAL LIST FOR TYPE.

PROVIDE SEPARATE CW

AND HW SUPPLIES TO

FIXTURE IF APPLICABLE.

/2

H

W C

ROUTE HOT WATER

CIRCULATION DOWN TO

MIXING VALVE

CONNECTION.

SINGLE

ROUTE 1/2" TEMPERED

WATER DIRECTLY

TO LAVATORY TRIM.

PROVIDE HOT AND

COLD WATER

ANGLE STOPS ON

VALVE INLETS.

MOUNT MIXING VALVE

AS CLOSE TO FIXTURE

AS POSSIBLE TO TRIM.

INSTALL ENCLOSURE IF

CALLED FOR IN

MATERIAL LIST.

CW

HW

MULTIPLE/BANK

HWC

HOT WATER FIXTURE

REFER TO PLANS AND

MATERIAL LIST FOR TYPE.

PROVIDE SEPARATE CW

AND HW SUPPLIES TO

FIXTURE IF APPLICABLE.

ROUTE HOT WATER

CIRCULATION LOW AND AS

CLOSE TO MIXING VALVE

CONNECTION AS POSSIBLE.

NOTES:

1. LAVATORY SHOWN; DETAIL IS APPLICABLE TO ALL HW FIXTURES AND DEVICES (E.G. LAVATORIES, SINKS, SHOWERS, TUBS, MOP SINKS, LAUNDRY TUBS, ETC.).

CA MAIN

1" GLOBE VALVE (TYP.)

1"

36" LENGTH OF 4" PIPE

DIRT AND MOISTURE LEG.

THREADED CAP.

A

B O

V E

F

IN

IS

H

E D

F L

O O

R

3/4" COMPRESSED

AIR DROP.

3/4" BALL VALVE

1/2" HEAVY DUTY FILTER

(150 PSI) EQUAL TO

LINCOLN 600108.

1/4" HEAVY DUTY REGULATOR

ASSEMBLY EQUAL TO LINCOLN 600004

WITH 66100 (AIR GAUGE) AND 630104

(1/4" MALE AIR PLUG).

1/4" SLEEVE TYPE QUICK CONNECT

COUPLER (TYP.) EQUAL TO LINCOLN

630104(1/4" MALE AIR PLUG).

FLOOR

MAIN.

CEILING

3/4" CA DROP. RIGIDLY

SECURE PIPE TO STRUCTURE.

ESCUTCHEON.

REGULATOR PER OWNER'S

REQUIREMENTS.

SPIRAL FOODGRADE AIR HOSE.

VERIFY LENGTH REQUIRED.

QUICK CONNECT COUPLER.

COORDINATE TO MATCH

EQUIPMENT CONNECTION.

3/4" MPS

3/4" MPC

3/4" DI

1/2" CA

3/4" SCW

3/4" HW140

WHA-2

DRIP TRAP IN HPS ABOVE

CEILING CLOSE TO, BUT PRIOR

TO EQUIPMENT DROP

3" OD EXHUAST. EXHUAST

SHALL BE 304 STAINLESS STEEL.

CEILING ABOVE

DECONTAMINATION (TYP.)

ISOLATION VALVE (CONCEALED

BEHIND THE EQUIPMENT'S

REMOVABLE UTILITY ENCLOSURE)

(TYP.)

1/2" NPT MEDIUM PRESSURE

CONDENSATE CONNECTION TO WASHER.

(VERIFY WITH MANUFACTURER)

3/4" NPT STEAM CONNECTION TO

WASHER (VERIFY WITH MANUFACTURER)

WASHER/DISINFECTOR

NOTES:

1. REFER TO EQUIPMENT MANUFACTURER DETAILED PRODUCT SUBMITTALS FOR SPECIFIC ROUGH-IN

LOCATION AND INSTALLATION REQUIREMENTS.

6" PVC FROM SOAP

STORAGE ROOM.

TERMINATE BELOW

FINISHED CEILING.

1/2" NPT HOT WATER @ 140°F

CONNECTION. (VERIFY WITH

MANUFACTURER)

1/2" NPT SOFT COLD WATER

CONNECTION. (VERIFY WITH

MANUFACTURER)

1/2" NPT COMPRESSED

AIR CONNECTION. (VERIFY

WITH MANUFACTURER)

1/2" NPT DEIONIZED WATER

CONNECTION. (VERIFY

WITH MANUFACTURER)

2" NPT DRAIN TERMINAL

TO FLOORSINK.

T-9

T-10

CCOND

BFP-3

BFP-2BFP-2

3/4" MPS

1-1/4" MPC

3/4" SCW

WHA-2

DRIP TRAP IN MPS ABOVE CLOSE TO

BUT PRIOR TO LAST EQUIPMENT DROP

3/4" NPT SCW CONNECTION

(VERIFY WITH MANUFACTURER)1" NPT STEAM CONNECTION

TO STERILIZER (VERIFY

WITH MANUFACTURER)

2" ODT CONDENSATE/WASTE

DRAIN TERMINAL TO FLOOR

SINK WITH HALF GRATE.

NOTES:

1. REFER TO EQUIPMENT MANUFACTURER DETAILED PRODUCT

SUBMITTALS FOR SPECIFIC ROUGH-IN LOCATIONS AND

INSTALLATION REQUIREMENTS.

T-9

T-10

BFP-2

1/2" CA

1/2" CA

2" SCW

2" HW140

1 1/2" MPS

1" MPC

NOTES:

1. REFER TO EQUIPMENT MANUFACTURER DETAILED PRODUCT SUBMITTALS

FOR SPECIFIC ROUGH-IN LOCATIONS AND INSTALLATION REQUIREMENTS.

CLEAN CONDENSATE PIPING TO

BE SCH. 40 304 STAINLESS STEEL

SOCKET WELDED. THROUGH

WASHER CONNECTION TO

INCLUDE CLEAN CONDENSATE

PIPING TO DIELECTRIC UNION.

CONDENSATE PIPING PAST THAT

MAY BE BLACK IRON.

1 1/2" NPT STEAM CONNECTION TO

WASHER (VERIFY WITH MANUFACTURER)

1" NPT EQUIPMENT AIR CONNECTION

(VERIFY WITH MANUFACTURER)

1" NPT CLEAN CONDENSATE CONNECTION

TO WASHER (VERIFY WITH MANUFACTURER)

1" NPT CW CONNECTION TO WASHER

(VERIFY WITH MANUFACTURER)

1" NPT HW 140 CONNECTION TO WASHER

(VERIFY WITH MANUFACTURER)

3" OPT DRAIN TERMINAL TO FLOOR

SINK IN FLOOR.

DRIP TRAP IN MPS CLOSE TO BUT

PRIOR TO EQUIPMENT DROP

7"Ø 304 STAINLESS

STEEL EXHAUST

OPTIONAL EXHAUST FAN

BY MANUFACTURER

MPC

T-10

T-10

CEILING ABOVE SUB-STERILE ROOM

3/4" RO

WHA-2

3/4" NPT RO CONNECTION

(VERIFY WITH MANUFACTURER)

2" ODT CONDENSATE/WASTE

DRAIN TERMINAL TO FLOOR

SINK WITH HALF GRATE.

NOTES:

1. REFER TO EQUIPMENT MANUFACTURER DETAILED PRODUCT

SUBMITTALS FOR SPECIFIC ROUGH-IN LOCATIONS AND

INSTALLATION REQUIREMENTS.

BFP-3

1/2" CA

I O W A

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PROFESS IONA

27052

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L E

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I N E

E R

DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

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PL401

PLUMBING DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

NO SCALE

EMERGENCY SHOWER & EYEWASH DETAIL

1 NO SCALE

ROOF HOSE BIBB DETAIL

2 NO SCALE

THREE COMPARTMENT SINK DETAIL

3 NO SCALE

FIXTURE HOT WATER ROUTING DETAIL

NO SCALE

COMPRESSOR AIR DRAIN

5 NO SCALE

COMPRESSED AIR TERMINAL DETAIL

6 NO SCALE

COMPRESSED AIR TERMINAL DETAIL (AT CEILING)

NO SCALE

WASHER DISINFECTOR PIPING DIAGRAM

NO SCALE

STERILIZER PIPING DETAIL

NO SCALE

CART WASH PIPING DIAGRAM

NO SCALE

ENDOSCOPE REPROCESSOR

PIPING DETAIL

FLOOR SINK

PIPE SPOOL FOR FUTURE

BACKFLOW PREVENTER

STRAINER

M A

X

6" CW

MAIN SYSTEM DRAIN

SEAL FLOOR PENETRATION

WATER TIGHT

TANK TOP HANDLE OR

MANWAY (TYPICAL 2)

BFP-1

MANUAL INLET VALVE

DRAIN. PIPE TO FLOOR,

HUB OR TRENCH DRAIN

CONTROL VALVE

HAND HOLE

CONCRETE

HOUSEKEEPING PAD

SOFTENER RESIN TANK (TYP.2)

BRINE TANK

BRINE LINE

MANUAL OUTLET VALVE

WATER METER FOR

REGENERATION CONTROL

NORMALLY CLOSED

BYPASS VALVE

WATER SOFTENING

T

CP-1

T

WH-1

WATER

HEATER

WH-1

WATER

HEATER

LPS

LPC

L P

S

L P

S

VACUUM RELIEF VALVE. WATTS N36

OR EQUAL.

HOUSEKEEPING PAD

1"HWC140

3"HW140

LOW PRESSURE STEAM (LPS) AND LOW

PRESSURE CONDENSATE (LPC) PIPE AND

ACCESSORIES PROVIDED AND INSTALLED

BY MECHANICAL CONTRACTOR.

"S

C W

"S

C W

3"HW140

3"SCW

3"HW140

STEAM CONTROL VALVE

PROVIDED BY WATER

HEATER MANUFACTURER

PLUMBING CONTRACTOR SHALL FIELD

FABRICATE ADDITIONAL SUPPORT

STANDS AS REQUIRED FOR STEAM

CONDENSATE TO DRAIN BY GRAVITY.

FLOW METER

FM-1

FM

EXPANSION TANK ET-1

"S

C W

PIPE SPOOL FOR FUTURE

WATER METER

D

3"SCW

2-1/2"CW

-1

/2 "C

W

3-1/2"CW

ULTRAVIOLET

STERILIZATION

FULL SIZE BYPASS

ULTRAVIOLET

STERILIZER, UV-1

REVERSE OSMOSIS

FULL SIZE BYPASS

PACKAGED

REVERSE OSMOSIS

TRAIN, RO-1

R.O. PRESSURE

VESSELS

PACKAGED SKID

CONTROL PANEL

PRESSURE SWITCH

SUPPLEMENTAL PUMP

INCOMING UNTREATED

WATER CONNECTION

3" MEMBRANE BACKWASH

CYCLE DISCHARGE. PIPE TO

FLOOR SINK

FULL SIZE BYPASS

DEIONIZATION (DI)

TANK

1. CATION: REMOVING POSITIVELY CHARGED IONS

(CALCIUM, SODIUM, MAGNESIUM, IRON,

MANGANESE, POTASSIUM)

2. ANION: REMOVING NEGATIVELY CHARGED IONS

(SULFATES, CHLORIDES, CARBONATES,

BICARBONATES, NITRATES, SILICA)

60-GALLON

SODIUM

BISULFATE

TANK

CHEMICAL

FEED SKID,

CFS-1

60-GALLON

ANIT-

SCALANT

TANK

CHEMICAL

FEED SKID,

CFS-2

T-1

225-GALLON

STORAGE

TANK

PUMPING STATION

1 2 1 2 1 2 1 2 1 2

CHEMICAL PRETREATMENT

0.2 MICRON

POLISHING

FILTER

POLISHING

T

WH-2

WATER

HEATER

L P

S

R O

1" RO

STEAM CONTROL VALVE

PROVIDED BY WATER

HEATER MANUFACTURER

R O

PLUMBING CONTRACTOR SHALL

FIELD FABRICATE ADDITIONAL

SUPPORT STANDS AS REQUIRED

FOR STEAM CONDENSATE TO

DRAIN BY GRAVITY.

R O

MV-3

CP-4

CP-2

CP-2

ENDOCSOPE REPROCESSORS

REQUIRING 2.6 GPM (EACH) OF

95°F TEMPERED RO

2-1/2" SCW 2-1/2" SCW

3" RO

3" RO

1" RO

1" RO

2" DI

2" DI

2" RO

2" RO 2" RO

2" DI

2" DI

2" DI 2" DI

FULL SIZE BYPASS

2" DI 2" DI

TEMPERED RO SYSTEM

R O

R O

R O

LINE SIZE VALVED

HOSE CONNECTION

(TYP.)

T-2

225-GALLON

STORAGE

TANK

CP-3

CP-3

PRESSURE

RETAINING VALVE

DI WATER METER.

PROVIDE REMOTE

READOUT IN

MECHANICAL ROOM.

DI WATER METER.

PROVIDE REMOTE

READOUT IN

MECHANICAL ROOM.

SHUTOFF VALVE WITH

HOSING QUICK CONNECT

FOR CONNECTION TO

RESIN TANKS (TYP.)

P T

AIR COMPRESSOR AC-1

CONCRETE

BASE

PRESSURE GAUGE

WITH COCK (TYP).

TEMPERATURE

GAUGE

UNION

BALL VALVE (TYP).

AUTOMATIC DRAIN

WITH MANUAL

BYPASS

TO SYSTEM

N.C. VALVE

_"PRV SET FOR 100

PSI (ADJ.)

1 MICRON FILTER

2” CA

FLEXIBLE

CONNECTION

FLOOR

ROOF

_"CAI

COMPRESSED

AIR INTAKE

GOOSENECK WITH

INLET SCREEN

SEAL ROOF

PENETRATION

WATER TIGHT

M

IN

2" CA

PIPE TO FLOOR DRAIN

P

P

P

P

REFRIGERATED

AIR DRYER

P

2" CA

2" CA

AIR RECEIVER TANK

BASIS OF DESIGN IS A PACKAGED UNIT

INCORPORATING THESE COMPONENTS.

STICK BUILT SYSTEMS WITH EQUAL

PERFORMANCE ARE ALSO ACCEPTABLE.

I O W A

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27052

L

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E N

L E

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I N E

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DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/1

.0

V A

-W a s h

D C

-V A

S io u x F a lls

N e w

S P

S /M

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.0

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N e w S

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/2

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:5

A

M

PL500

PLUMBING FLOW DIAGRAMS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

NO SCALE

DOMESTIC WATER FLOW DIAGRAM

NO SCALE

PURE WATER FLOW DIAGRAM

NO SCALE

COMPRESSED AIR FLOW DIAGRAM

I O W A

S E

D

PROFESS IONA

27052

L

IC

E N

L E

N G

I N E

E R

DELLAN J.

LLEWELLYN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

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PL600

PLUMBING MATERIAL LISTS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 NATJAC DELLLE16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

PLUMBING MATERIAL LIST

TAG NAME DESCRIPTION MANUFACTURER AND MODEL

P-707 EMERGENCY SHOWER & EYE/FACE WASH - COMBINATION UNIT, FREESTANDING, FLOOR MOUNTED WITH BACK INLET, STAINLESS STEEL SHOWER HEAD, BRASS/BRONZE STAY OPEN BALL VALVE, STAINLESS STEEL/ALUMINUM PULL ROD, STAINLESS STEEL BOWL, PLASTIC SPRAY HEADS WITH CAPS AND RETAINING CHAINS/STRAPS, BRASS SUPPLY ARMS, BRASS/BRONZE STAY OPEN BALL VALVE, METAL FLAG, INTEGRAL FLOW CONTROL FITTINGS, STAINLESS STEEL SUPPLY PIPING AND FITTINGS, UNIVERSAL IDENTIFICATION SIGN, ANSI Z358.1-2004 COMPLIANT.

PROVIDE ELECTRIC ALARM UNIT INCLUDING VISUAL AND AUDIBLE ALARM. FOR COMMUNICATION TO DDC SYSTEM, PROVIDE WATERPROOF

FLOW SWITCH. SHALL BE ACTIVATED BY EITHER FLOW TO EYEWASH OR SHOWER.

ELECTRICAL REQUIREMENTS - 120 VOLT, 0.11 AMP

MINIMUM FLOW RATE OF SHOWER SHALL BE 20 GPM AT 30 PSI. MINIMUM FLOW RATE OF EYE/FACE WASH SHALL BE 3.0 GPM AT 30 PSI.

ACTIVATION TIME SHALL BE 1 SECOND OR LESS. BRASS/BRONZE PIPING, FITTINGS, AND VALVES SHALL BE CHROME-PLATED OR

CHEMICAL-RESISTANT POWDER COATED.

MOUNT SHOWER HEAD BETWEEN 82"-96" AND PULL ROD AT MAXIMUM 69" ABOVE FINISH FLOOR. EYE/FACE WASH OUTLET HEADS SHALL BE

33-45" ABOVE FINISH FLOOR.

GUARDIAN (G1900 SERIES), BRADLEY

(S19314 SERIES), ACORN SAFETY

(S13/S23 SERIES), HAWS (8300 SERIES),

SPEAKMAN (SE-1200 SERIES), ENCON

P-708 EMERGENCY EYE/FACE WASH - WALL MOUNTED, STAINLESS STEEL BOWL, TWIN SPRAY HEADS WITH CAPS AND RETAINING CHAINS/STRAPS, BRASS SUPPLY ARMS, INTEGRAL FLOW CONTROL FITTING, BRASS PIPING AND FITTINGS WITH BRASS/BRONZE STAY OPEN BALL VALVE, 1-1/4" DRAIN OUTLET WITH CHROME PLATED BRASS TAILPIECE AND TRAP, UNIVERSAL IDENTIFICATION SIGN, ANSI Z358.1-2004 COMPLIANT.

PROVIDE ELECTRIC ALARM UNIT INCLUDING VISUAL AND AUDIBLE ALARM. FOR COMMUNICATION TO DDC SYSTEM, PROVIDE WATERPROOF FLOW SWITCH. SHALL BE ACTIVATED BY EITHER FLOW TO EYEWASH OR SHOWER. ELECTRICAL REQUIREMENTS - 120 VOLT, 0.11 AMP

MINIMUM FLOW RATE OF 3.0 GPM AT 30 PSI. ACTIVATION TIME SHALL BE 1 SECOND OR LESS. BRASS/BRONZE PIPING, FITTINGS, AND VALVES

SHALL BE CHROME-PLATED OR CHEMICAL-RESISTANT POWDER COATED.

MOUNT WITH OUTLET HEADS AT 42" ABOVE FINISH FLOOR.

EYEWASH SHALL COMPLY WITH ANSI Z358.1 AND ASME A112.18.1. MIXING VALVE SHALL BE ASSE 1071 LISTED AND APPROVED.

BRADLEY (S19224T), ACORN SAFETY

(S0420), ENCON (01045501), GUARDIAN

(G1750), SPEAKMAN (SE-490)

P-801 HOSE BIBB - FREEZELESS WALL HYDRANT, BRASS VALVE BODY AND SEAT, STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING, VACUUM BREAKER, 3/4" MALE HOSE THREAD, WALL CLAMP, CONCEALED IN FLUSH MOUNTED LOCKABLE WALL BOX, KEY OPERATED, ASSE 1019 OR 1052 LISTED AND APPROVED.

VERIFY NUMBER OF KEY OPERATORS TO BE PROVIDED WITH OWNER. BOX COVER AND HYDRANT SHALL USE A COMMON KEY. MOUNT AT 18"

ABOVE GRADE UNLESS NOTED OTHERWISE ON DRAWINGS.

PRIER (C-634BX), WOODFORD (B67),

ZURN (Z1300), WATTS (HY-725), MIFAB

(MHY-20), SMITH (5509QT), WADE (8700)

P-804 HOSE BIBB - FOR INDOOR USE, BRASS CONSTRUCTION, STANDARD FINISH, VACUUM BREAKER, 3/4" MALE HOSE THREAD, METAL WHEEL

HANDLE, ASSE 1011 LISTED AND APPROVED.

MOUNT AT 18" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE ON DRAWINGS.

PRIER (C-155NP.75), WOODFORD (24),

CHICAGO FAUCET (293), ACORN (8121),

T&S BRASS (B-0736), MIFAB (MHY-90)

P-805 HOSE BIBB - FREEZELESS ROOF HYDRANT, ONE PIECE VARIABLE FLOW PLUNGER WITH ROD GUIDE, BUILT-IN VENT FOR AUTOMATIC DRAINING, CAST IRON FLANGED HYDRANT SUPPORT WITH UNDER-DECK FLANGE, WELL SEAL BETWEEN SUPPORT AND HYDRANT PIPE WITH EDPM BOOT

COVER.

PROVIDE WITH ASSE 1052 OR 1057 APPROVED, FIELD TESTABLE, DOUBLE CHECK VALVE BACK FLOW PREVENTER WITH 3/4" THREADED HOSE

CONNECTION AT HYDRANT OUTLET.

PROVIDE 3/8" FLEXIBLE COPPER TUBING CONNECTION TO 1/8"NPT DRAIN PORT. ROUTE 3/8" DRAIN LINE TO NEARBY FLOOR DRAIN.

WOODFORD (RHY2-MS), PRIER (P-RH2),

MIFAB (MHY-58)

RD-1 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND, BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP, BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS, OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (Z-100), SMITH (1010), WADE

(3000), JOSAM (21500), WATTS (RD-300),

MIFAB (R1200), SUN (RD4000), FROET

(200C)

RD-2 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND, BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP, BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS, 2" TALL INTERNAL STANDPIPE, OUTLET SIZE AS LISTED ON

DRAWINGS.

ZURN (Z-100), SMITH (1070), WADE

(3000), JOSAM (21500), WATTS (RD-300),

MIFAB (R1200)

RDO-1 ROOF DRAIN OUTLET - DOWNSPOUT NOZZLE, ROUND STEEL FRAME WITH PERFORATED ALUMINUM HINGED STRAINER, ARCHITECT TO SELECT

FROM STANDARD COLORS, OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (ZF199)

RO-1 REVERSE OSMOSIS TRAIN - 100 GPM SINGLE PASS REVERSE OSMOSIS TRAIN, 145 GPM FEED FLOW (125 GPM RAW WATER, 20 GPM RECYCLE WATER), 33 GPM REJECT FLOW RATE, 15.0 GFD FLUX RATE, 181 PSIG OPERATING PRESSURE, 30 PSIG PERMEATE BACK PRESSURE. SCHEDULE 10 TYPE 304L STAINLESS STEEL HIGH PRESSURE PIPING, SCHEDULE 80 PVC LOW PRESSURE PIPING, POWDER COATED CARBON STEEL

SUPPORT FRAME, ZINC COATED FASTENERS.

CARTRIDGE FILTER HOUSING: ONE HOUSEING, SEVEN FILTERS PER HOUSING, 2.5" DIAMETER BY 40" LONG, NOMINAL ONE-MICRON FILTRATION RATING, 125 GPM @ 4.46 GPM/10" EQUIVALENT, CONSTRUCTED OF TYPE 304 STAINLESS STEEL, SWING BOLT CLOSURE, INLET AND OUTLET

PRESSURE GUAGES.

MEMBRANE HOUSINGS: FRP, 8" DIAMETER, 4-ELEMENT LONG, SMOOTHED EXTERIOR, FACTORY PAINTED, GROOVED END END ENTRY FITTINGS, 300 PSI RATED PRESSURE, 4:2 ARRAY FOR 6 TOTAL HOUSINGS.

MEMBRANE ELEMENTS: POLYAMIDE THIN FILM, LOW ENERGY, QUANTITY 24

HIGH PRESSURE PUMP: VERTICAL MULTISTAGE CENTRIFUGAL, CONSTRUCTED OF TYPE 304L STAINLESS STEEL INTERNALS AND CAST IRON

FRAME, 25 HP, VFD WITH FUSED DISCONNECT.

PRESSURE GUAGES AT PRE-FILTER, POST-FILTER, PUMP DISCHARGE, MEMBRANE FEED, INTERSTAGE, REJECT, AND PERMEATE. PRESSURE TRANSMITTERS AT FEED, RECYCLE, AND REJECT. CONDUCTIVITY SENSORS AT INLET AND PERMEATE. PH SENSOR AT INLET. TEMPERATURE SENSOR AT INLET. ORP SENSOR AT INLET. CONTROL VALVES AT INLET, REJECT FLUSH, AND REJECT CONTROL.

NEMA 4, UL 508A LISTED CONTROL ENCLOSURE.

460V/3PH AND 120V/1PH POWER CONNECTIONS.

KURITA (USHR-100-2)

CARTRIDGE FILTER HOUSING - SHELCO

OR EQUAL

MEMBRANE HOUSINGS - PENTAIR

CODELINE OR EQUAL

MEMBRANE ELEMENTS - TORAY

(TMG20D-400) OR EQUAL

T-1 PURE WATER STORAGE TANK - VERTICAL CONE BOTTOM, NATURAL COLOR HDLPE CONSTRUCTION, MANWAY, [ "] INLET/OUTLET.

225 GALLON CAPACITY, 30 DEGREE CONE, 48" DIAMETER x 54" HIGH

ELECTRONIC LEVEL TRANSMITTER. 120V/1PH POWER CONNECTION.

23" DIAMETER MANWAY ON TANKS 250 GALLONS AND LARGER, SKIDDED STEEL BASE, 150 PSIG WORKING PRESSURE, ASME STAMPED, 25-YEAR

WARRANTY.

KURITA (ICT) OR EQUAL

T-2 PURE WATER STORAGE TANK - VERTICAL CONE BOTTOM, NATURAL COLOR HDLPE CONSTRUCTION, MANWAY, [ "] INLET/OUTLET.

225 GALLON CAPACITY, 30 DEGREE CONE, 48" DIAMETER x 54" HIGH

ELECTRONIC LEVEL TRANSMITTER. 120V/1PH POWER CONNECTION.

23" DIAMETER MANWAY ON TANKS 250 GALLONS AND LARGER, SKIDDED STEEL BASE, 150 PSIG WORKING PRESSURE, ASME STAMPED, 25-YEAR

WARRANTY.

KURITA (ICT) OR EQUAL

UV-1 UV LAMP - 254 NM DISINFECTION ULTRAVIOLET STERILIZER, 90 GPM CONSTANT FLOW, 120 GPM MAXIMUM FLOW, 99% UVT, TYPE 316L STAINLESS STEEL REACTION CHAMBER. TWO 9,000 HOUR SINGLE END AMALGAM LPHO LAMPS IN QUARTZ SLEEVES, UV INTENSITY READING SENSOR, NEMA 4X STAINLESS STEEL CONTROLS ENCLOSURE, REMOTE START/STOP AND HOA.

120V/1PH

AQUAFINE (OPTIVENN OPV02CDM) OR

EQUAL

WCO-1 WALL CLEANOUT - TEE, CAST IRON ACCESS BODY, GAS AND WATERTIGHT THREADED PLUG, ROUND STAINLESS STEEL ACCESS COVER, EXTENDED MACHINE SCREW.

ZURN (Z-1446), SMITH (4530), WADE

(8560), JOSAM (58910), WATTS (CO-460),

MIFAB (C1460-RD)

WH-1 WATER HEATER - SEMI-INSTANTANEOUS, STEAM TO WATER, DOUBLE WALL, VERTICAL CONFIGURATION, SHELL AND TUBE CROSS FLOW DESIGN, INTEGRAL DEMAND ANTICIPATOR SHALL BE PROVIDED TO MAINTAIN DISCHARGE WATER TEMPERATURE AT 5°F OF SETPOINT, NON-FERROUS MATERIALS ON DOMESTIC WATER SIDE, ASME 150 PSI SHELL AND 150 PSI COPPER COILS, RESILIENT INSULATION, IN-LINE CIRCULATOR AS REQUIRED, ELECTRONIC CONTROL VALVE, ASME/CSA T&P RELIEF VALVE, UNION, ORIFICE, DOUBLE SOLENOID TEMPERATURE LIMIT SAFETY, POWER ON/TRIPPED STATUS AND REMOTE DIAL THERMOMETER AND COMPOUND GAUGE, DRY CONTACTS FOR REMOTE HIGH LIMIT ALARM, 1-YEAR WARRANTY.

75 GPM OF WATER FROM 50°F TO 140°F WITH 3,400 LBS/HOUR STEAM AT 15 PSIG.

ELECTRICAL REQUIREMENTS - 120V, 5 AMPS

SET WATER TEMPERATURE AT 140°F.

AERCO (SWDW+), CEMLINE (SEH)

PATTERSON-KELLEY (PK), ARMSTRONG

(DFS-DW SERIES), THERMAFLO

(TH-750V), PVI (COBREX

INSTANTANEOUS), HUBBELL (STX

SERIES)

WH-2 WATER HEATER - SEMI-INSTANTANEOUS, STEAM TO WATER, DOUBLE WALL, VERTICAL CONFIGURATION, SHELL AND TUBE CROSS FLOW DESIGN, INTEGRAL DEMAND ANTICIPATOR SHALL BE PROVIDED TO MAINTAIN DISCHARGE WATER TEMPERATURE AT 5°F OF SETPOINT, NON-FERROUS MATERIALS ON DOMESTIC WATER SIDE, ASME 150 PSI SHELL AND 150 PSI COPPER COILS, RESILIENT INSULATION, IN-LINE CIRCULATOR AS REQUIRED, ELECTRONIC CONTROL VALVE, ASME/CSA T&P RELIEF VALVE, UNION, ORIFICE, DOUBLE SOLENOID TEMPERATURE LIMIT SAFETY, POWER ON/TRIPPED STATUS AND REMOTE DIAL THERMOMETER AND COMPOUND GAUGE, DRY CONTACTS FOR REMOTE HIGH LIMIT ALARM, 1-YEAR WARRANTY.

8 GPM OF WATER FROM 50°F TO 140°F WITH 360 LBS/HOUR STEAM AT 15 PSIG.

ELECTRICAL REQUIREMENTS - 120V, 5 AMPS

SET WATER TEMPERATURE AT 140°F.

AERCO (SWDW+), CEMLINE (SEH)

PATTERSON-KELLEY (PK), ARMSTRONG

(DFS-DW SERIES), THERMAFLO

(TH-750V), PVI (COBREX

INSTANTANEOUS), HUBBELL (STX

SERIES)

WHA-1 WATER HAMMER ARRESTOR - BELLOWS TYPE, PRE-CHARGED, ALL LEAD FREE STAINLESS STEEL CONSTRUCTION, ASSE 1010 APPROVED, PDI

CERTIFIED, RATED FOR 1-11 FIXTURE UNITS.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ZURN (Z1700), JR SMITH (5005-5050),

WADE (W5-100), JOSAM (75000 SERIES),

WATTS (SS), MIFAB (WHB)

WHA-2 WATER HAMMER ARRESTOR - BELLOWS TYPE, PRE-CHARGED, ALL LEAD FREE STAINLESS STEEL CONSTRUCTION, ASSE 1010 APPROVED, PDI

CERTIFIED, RATED FOR 33-60 FIXTURE UNITS.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ZURN (Z1700), JR SMITH (5005-5050),

WADE (W5-100), JOSAM (75000 SERIES),

WATTS (SS), MIFAB (WHB)

WHA-3 WATER HAMMER ARRESTOR - BELLOWS TYPE, PRE-CHARGED, ALL LEAD FREE STAINLESS STEEL CONSTRUCTION, ASSE 1010 APPROVED, PDI

CERTIFIED, RATED FOR 61-113 FIXTURE UNITS.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ZURN (Z1700), JR SMITH (5005-5050),

WADE (W5-100), JOSAM (75000 SERIES),

WATTS (SS), MIFAB (WHB)

WS-1 WATER SOFTENER - PRE-PIPED AND SKID MOUNTED, TRIPLEX SOFTENER TANKS, AUTOMATIC REGENERATION TYPE BASED ON HARDNESS SENSOR WITH VOLUMETRIC TOTAL BACKUP,…

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