Attachment D.8 - 7_618-22-100_MPLS_PT_IFB_PLUMB_230404.pdf

CLEANOUT PLUG

W/LEAD SEAL

STAINLESS STEEL

ACCESS COVER W/

COUNTERSUNK SCREW

FINISHED WALL

CLEANOUT TEE

TOP OF CLEANOUT TO BE

FLUSH WITH FINISHED FLOOR

ADJUSTABLE FLOOR CLEANOUT

WITH INTERNAL BRONZE THREADED

PLUG AND SCORIATED COVER

SECURED TO PLUG WITH

COUNTERSUNK SCREW FINISHED FLOOR

CAULK AS REQUIRED

BALANCE OF PIPING SAME

AS CLEANOUT TO GRADE

LENGTH TO SUIT

WYE FITTING

GROUTED PLUG IN WYE

FITTING OR 1/8 BEND

IF CLEANOUT OCCURS

AT END OF LINE

FLOW

2 6

3 5

TRAP GUARD WATER SAVING DEVICE

SIZED PER DRAIN (IF SPECIFIED)

FINISHED FLOOR SLOPED IN

ACCORDANCE WITH ARCH.

DRAWINGS. COORDINATE WITH

STRUCTURAL

SEE PLUMBING FLOOR PLANS FOR

SIZING AND P-TRAP REQUIREMENTS

FOUR BAND HEAVY DUTY CLAMP, SEE

SPECIFICATIONS

FLOOR DRAIN WITH ADJUSTABLE

STRAINER, DOUBLE DRAINAGE

FLANGE AND WEEP HOLES. SEE

FLOOR DRAIN SPECIFICATIONS

CLAMP TO 24"x24" 4# LEAD SHEET AND

WATERPROOFING MEMBRANE (NOT

REQUIRED FOR SINGLE POUR

CONSTRUCTION)

CONCRETE FLOOR OF TWO POUR

CAULK AS REQUIRED ON

INSTALLATION ABOVE GRADE

NTS

F3

WALL CLEANOUT

NTS

F5

FLOOR CLEANOUT

NTS

F1

FLOOR DRAIN

on e-ei gh th in ch o ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in es ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

L Y

T R

A U

M A

.G e n e ra l.

S h e e ts

.r v t

/3

/2

:4

:2

P

M 1/4" = 1'-0"

04/03/2023 K. Luke N. Harper

618-22-100

1390 - P-501

PLUMBING DETAILS

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM

ISSUED FOR BIDDING

NOT TO SCALE

D1

LAVATORY MOUNTING DETAIL

NOT TO SCALE

D3

P-302 PATIENT BATHTUB ROUGH-IN

NOT TO SCALE

D5

P-701 PATIENT SHOWER

04/03/2023

4" V

1/2" HWC

1" HW

2 1/2" CW

4" W

1" HW

1/2" HWC

2 1/2" CW

4" V

3/4" HWC

1 1/2" V

3/4" CW

3/4" CW

1 1/2" V

3/4" HW

1 1/2" V

1" HW

1" CW

1/2" HWC

3/4" HW

1 1/2" V

3/4" CW

2" W

2" W 2" W

2" W

3/4" CW

1 1/2" V

3/4" HW

1 1/2" V

3/4" CW

2" W

4" W

1 1/2" CW

2" V

1/2" CW

2" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

2" W 4" W

2" W

4" W

2" W

4" W

4" W

2" W

4" W

2" V

2" V

1 1/2" CW

1 1/2" CW

2" V

2" V

3/4" HW

3/4" CW

2" V

3/4" HW

3/4" CW

1 1/2" V

1 1/2" CW

3/4" CW

2" V

2" W

1 1/2" V

1 1/2" V

3/4" CW

1 1/2" V

3/4" HW

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

L Y

T R

A U

M A

.M E

P .B

.L

.r v t

/4

/2

:0 :1

P

M

04/03/2023 M. Perkins N. Harper

618-22-100

1390 - P-601

PLUMBING ISOMETRIC PLAN - NORTH

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM - PHASE 1

ISSUED FOR BIDDING

F3

NORTH RISER DIAGRAM

P-110

P-110

P-110

P-110

P-110

CO

CO

CO

CO

P-408 P-408

P-408

P-408

P-408

P-701

P-701

FD-Z

FD-Z

FD-C FD-C

FD-C

FD-C

P-408

P-404

P-528

P-528

P-608

UP TO VTR

DOWN TO LEVEL BELOW

ISOLATION VALVES

BALANCING VALVE

1 1/4" MA

3/4" O

2" MV

6" V

3/4" HW

6" W

4" W

4" W

4" W

4" W

4" W

4" W

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-110

P-114

P-404

P-404

P-404

P-404

P-404

P-404

P-404

P-404

P-404

P-404

P-404

P-404

P-418

P-418

P-418

P-418

P-418

P-418

P-418

P-418

P-418

P-418

P-418

P-418

P-502

P-524

P-408

FD-C

P-408

P-708

P-808

FD-C

P-408

P-408

P-528

P-701

FD-Z

FD-Z

P-404

P-528

P-408

FD-Z

FD-Z

P-701

FD-Z

FD-Z

FD-Z

FD-C

P-701

P-701

WCO

WCO

FD-Z

FD-Z

P-701

FD-C

P-408

P-505

P-608

P-408

P-528

P-528

FD-C

FD-C

FD-C

FD-Z

FD-Z

FD-Z

FD-Z

FD-Z

FD-Z

P-302

FD-C

FD-C

P-701

P-701

P-701

P-701

FD-Z

FD-Z

FD-Z

FD-Z

FD-Z

FD-Z

P-701

P-701

P-701

WCO

CO

WCO

4" W

2" W

2" W

4" W

4" W

4" W

4" W

2" V

3/4" HW

2" V

3/4" CW

2 1/2" HW

3" CW

3/4" HWR

2" HW

3" CW

4" V

3/4" HWR

1 1/2" MV

3/4" O

3/4" MA

3/4" CW

3/4" HW

1 1/2" V

2" W 1 1/2" V

3/4" CW

3/4" HW

2" W

4" W

2" W 4" W

2" W

1 1/2" CW

2" V

3/4" HW

4" W

4" W

2" W 2" W

1 1/2" V

2" W

3/4" HW

1 1/2" V

2" V

1 1/2" CW

3/4" HW

2" V

3/4" CW

3/4" HW

1/2" CW

2" V

3/4" CW

3/4" HW

3/4" CW

3/4" CW

2" V

3/4" HW

3/4" HWR

2" V

3/4" CW

2" W

2" W

2" W

3/4" HW

3/4" CW

2" V3/4" CW

3/4" HW

3/4" HW

3/4" CW

3/4" CW

2" HW

3/4" MV

1/2" O

1/2" MA

3/4" MV

1/2" O

1/2" MA

3/4" CW

3/4" HW

2" V

2" V

1 1/2" CW

3/4" HW

4" W

4" W

4" W

2" W

2" W

4" W

2" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" W

4" V

2" MV

2" HW

1" O

3" CW

1" MA

3/4" HW

1 1/2" CW

1 1/2" V

2" MV

3/4" O

1 1/4" MA

6" V

6" V

2" HW

3" CW

4" V

1 1/2" MV

3/4" HWR

3/4" O

3/4" MA

2" V

1 1/2" CW

3/4" CW

2" V

3/4" HW

2" V

4" W

2" W

2" W

2" W

4" W

2" W

4" W

2" W 2" W

4" W 4" W

4" W

2" W 2" W

2" W

4" W

4" W

3/4" HW

1 1/2" V

3/4" CW

3/4" HW

1 1/2" V

3/4" CW

1/2" MA

1/2" O

3/4" MV

3/4" MV

1/2" O

1/2" MA

1 1/2" CW

2" V

1 1/2" V

2" V

2" V

2" V 1 1/2" V

1/2" MA

1/2" O

3/4" MV

1/2" MA

1/2" O

3/4" MV

2" V

2" V

2" V

3/4" HW

1 1/2" CW

2" V

2" V

1/2" MA

1/2" O

3/4" MV

1/2" MA

1/2" O

3/4" MV

1 1/2" V

2" V

1 1/2" CW

2" V

3/4" HW

1 1/2" V 4" V

1 1/4" MV

2" HW

3/4" O

3" CW

3/4" MA

3" CW

3/4" MA

2" HW

3/4" O

1 1/2" MV

4" W on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

L Y

T R

A U

M A

.M E

P .B

.L

.r v t

/3

/2

:3

:5

P

M

04/03/2023 M. Perkins N. Harper

618-22-100

1390 - P-602

PLUMBING ISOMETRIC PLAN - SOUTH

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM - PHASE 1

ISSUED FOR BIDDING

F2

SOUTH RISER DIAGRAM

ISOLATION VALVES

BALANCING VALVES

MEDICAL AIR, OXYGEN, AND

VACUUM DOWN TO PATIENT

HEADWALL BELOW TYPICAL.

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

L Y

T R

A U

M A

.M E

P .B

.L

.r v t

/3

/2

:3

:5

P

M

04/03/2023 M. Perkins N. Harper

618-22-100

1390 - P-700

PLUMBING SCHEDULES

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM - PHASE 1

ISSUED FOR BIDDING

Pipe Accessory Schedule

Mark Description System Classification Size

V1 Ball Valve Domestic Hot Water 2 1/2"-2 1/2"

V2 Ball Valve Domestic Cold Water 3"-3"

V3 Ball Valve Domestic Hot Water 3/4"-3/4"

V4 Ball Valve Domestic Hot Water 2"-2"

V5 Ball Valve Domestic Cold Water 3"-3"

V6 Ball Valve Domestic Hot Water 2"-2"

V7 Ball Valve Domestic Cold Water 3"-3"

V8 Ball Valve Domestic Hot Water 3/4"-3/4"

V9 Ball Valve Domestic Cold Water 3/4"-3/4"

V10 Ball Valve Domestic Hot Water 3/4"-3/4"

V11 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V12 Ball Valve Domestic Hot Water 3/4"-3/4"

V13 Ball Valve Domestic Cold Water 3/4"-3/4"

V14 Ball Valve Domestic Hot Water 3/4"-3/4"

V15 Ball Valve Domestic Hot Water 3/4"-3/4"

V16 Ball Valve Domestic Cold Water 3/4"-3/4"

V17 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V18 Ball Valve Domestic Hot Water 3/4"-3/4"

V19 Ball Valve Domestic Cold Water 3/4"-3/4"

V20 Ball Valve Domestic Hot Water 3/4"-3/4"

V21 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V22 Ball Valve Domestic Hot Water 3/4"-3/4"

V23 Ball Valve Domestic Cold Water 3/4"-3/4"

V24 Ball Valve Domestic Hot Water 3/4"-3/4"

V25 Ball Valve Domestic Cold Water 3/4"-3/4"

V26 Ball Valve Domestic Hot Water 3/4"-3/4"

V27 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V28 Ball Valve Domestic Hot Water 3/4"-3/4"

V29 Ball Valve Domestic Cold Water 3/4"-3/4"

V30 Ball Valve Domestic Hot Water 3/4"-3/4"

V31 Ball Valve Domestic Cold Water 3/4"-3/4"

V32 Ball Valve Domestic Hot Water 3/4"-3/4"

V33 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V34 Ball Valve Domestic Cold Water 3/4"-3/4"

V35 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V36 Ball Valve Domestic Hot Water 3/4"-3/4"

V37 Ball Valve Domestic Hot Water 3/4"-3/4"

V38 Ball Valve Domestic Cold Water 3/4"-3/4"

V39 Ball Valve Domestic Hot Water 3/4"-3/4"

V40 Ball Valve Domestic Cold Water 3/4"-3/4"

V41 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V42 Ball Valve Domestic Hot Water 3/4"-3/4"

V43 Ball Valve Domestic Cold Water 3/4"-3/4"

V44 Ball Valve Domestic Hot Water 3/4"-3/4"

V45 Ball Valve Domestic Hot Water 3/4"-3/4"

V46 Ball Valve Domestic Cold Water 3/4"-3/4"

V47 Ball Valve Domestic Hot Water 3/4"-3/4"

V48 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V49 Ball Valve Domestic Cold Water 3/4"-3/4"

V50 Ball Valve Domestic Hot Water 3/4"-3/4"

V51 Ball Valve Domestic Cold Water 3/4"-3/4"

V52 Ball Valve Domestic Hot Water 3/4"-3/4"

V53 Ball Valve Domestic Cold Water 3/4"-3/4"

V54 Ball Valve Domestic Hot Water 3/4"-3/4"

V55 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V56 Ball Valve Domestic Cold Water 3/4"-3/4"

V57 Ball Valve Domestic Hot Water 3/4"-3/4"

V58 Ball Valve Domestic Cold Water 3/4"-3/4"

V59 Ball Valve Domestic Hot Water 3/4"-3/4"

V60 Ball Valve Domestic Hot Water 3/4"-3/4"

V61 Ball Valve Domestic Cold Water 3/4"-3/4"

V62 Ball Valve Domestic Hot Water 3/4"-3/4"

V63 Ball Valve Domestic Cold Water 3/4"-3/4"

V64 Ball Valve Domestic Hot Water 3/4"-3/4"

V65 Ball Valve Domestic Cold Water 3/4"-3/4"

V66 Ball Valve Domestic Cold Water 3/4"-3/4"

V67 Ball Valve Domestic Hot Water 3/4"-3/4"

V68 Ball Valve Domestic Cold Water 3/4"-3/4"

V69 Ball Valve Domestic Hot Water 3/4"-3/4"

V70 Ball Valve Domestic Hot Water 3/4"-3/4"

V71 Ball Valve Domestic Cold Water 3/4"-3/4"

V72 Ball Valve Domestic Hot Water 3/4"-3/4"

V73 Ball Valve Domestic Hot Water 3/4"-3/4"

V74 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V75 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V76 Ball Valve Domestic Cold Water 3/4"-3/4"

V77 Ball Valve Domestic Hot Water 3/4"-3/4"

V78 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V79 Ball Valve Domestic Hot Water 3/4"-3/4"

V80 Ball Valve Domestic Cold Water 3/4"-3/4"

V81 Ball Valve Domestic Hot Water 3/4"-3/4"

V82 Ball Valve Domestic Cold Water 3/4"-3/4"

V83 Ball Valve Domestic Cold Water 1 1/2"-1 1/2"

V84 Ball Valve Domestic Cold Water 2 1/2"-2 1/2"

V85 Ball Valve Domestic Hot Water 1"-1"

V86 Balancing Valve Domestic Hot Water 3/4"-3/4"

V87 Balancing Valve Domestic Hot Water 3/4"-3/4"

V88 Ball Valve Domestic Hot Water 3/4"-3/4"

V89 Ball Valve Domestic Cold Water 3/4"-3/4"

V90 Ball Valve Domestic Hot Water 1/2"-1/2"

V91 Balancing Valve Domestic Hot Water 1/2"-1/2"

Grand total: 91

UP TO 20'

10 SFU

WHA-C

BRANCH LINE

SUPPLY RISER

10 SFU10 SFU10 SFU10 SFU

OVER 20'

10 SFU

WHA-B

BRANCH LINE

SUPPLY RISER

10 SFU10 SFU10 SFU10 SFU 10 SFU 10 SFU

WHA-C

FLUSHOMETER SHOCK ARRESTOR DETAIL 1

WATER HAMMER ARRESTORS:

SIOUX CHIEF 650 SERIES PISTON-TYPE WATER HAMMER ARRESTER, COPPER TUBE,

MAX WORKING PRESSURE TEMPERATURE 150°F, MAX PRESSURE 350 PSIG.

ANSI/ASSE1010, 2004 CERTIFIED. THE CONTRACTOR SHALL SIZE AND INSTALL

WATER HAMMER ARRESTORS AS SHOWN ON THE DRAWINGS AND AS PRESCRIBED

BY SIOUX CHIEF AND/OR PDI STANDARD WH-201.

PROVIDE ACCESS PANEL(S) FOR ALL WATER HAMMER ARRESTORS. ROUTE PIPING

AS REQUIRED TO ENSURE THAT ACCESS PANEL IS FULLY OPERATIONAL.

NUMBER FIXTURE UNIT RATING CONNECTION SIZE SIOUX CHIEF SYMBOL

WHA-A 1 - 11 1/2" A

WHA-B 12 - 32 3/4" B

WHA-C 33 - 60 1" C

WHA-D 61 - 113 1-1/4" D

WHA-E 114 - 154 1-1/2" E

WHA-F 155 - 330 2" F

WHA-C BETWEEN LAST 2 FIXTURES,

SIZED FOR TOTAL SFU COUNT (50 SFU)

WHA-C BETWEEN LAST 2 FIXTURES,

SIZED FOR SFU COUNT DOWNSTREAM

OF WHA-B (40 SFU)

WHA-B SIZED FOR UPSTREAM

SFU COUNT (30 SFU)

PIPE SIZE 1/2"

PSI AVAILABLE = 4 PSI/100 FT (5 FPS MAX. VELOCITY)

PIPE SIZES - WATER FIXTURE UNITS

FLUSH VALVE FU -

TANK TYPE FU 1

3/4"

1"

1-1/4"

1-1/2"

2"

2-1/2"

3"

PDI DESIGN RATING

SYMBOL

SHOCK ABSORBER

PIPE SIZE

INCHES

"A"

FIXTURE UNIT

RATING

"B"

"C"

"D"

"E"

"F"

1-11

12-32

33-60

61-113

114-154

155-330

1/2"

3/4"

1"

1-1/4"

1-1/2"

2"

P-114

P-408

P-201

P-302

BARIATRIC WATER CLOSET:

BARIATRIC FLOOR MOUNTED WATER CLOSET ASME A112.19.2, FULLY ENCLOSED FLOOR MOUNTED WITH INTEGRAL SEAT , SIPHON JET, WHITE-POWDER-COATED, 14 GAGE TYPE 304 STAINLESS STEEL CONSTRUCTION WITH WHITE POWDER COATING AND HINGED SEAT WITH COVER, FLUSH VALVE OPERATED, TOP OF SEAT 450 MM (18 INCHES) ABOVE FLOOR. BIO-BASED MATERIALS SHALL BE

UTILIZED WHEN POSSIBLE. RATED FOR BARIATRIC USE – 1000 POUND MINIMUM CAPACITY.

FITTINGS AND ACCESSORIES: GASKETS-NEOPRENE, BOLTS WITH CHROMIUM PLATED CAP NUTS AND WASHERS, AND EXTRA

HEAVY-DUTY CARRIER.

FLUSH VALVE: SLOAN ROYAL, EXPOSED CHROME PLATED DIAPHRAGM TYPE WITH LOW FORCE ADA COMPLIANT 6 L (1.6 GALLON) PER FLUSH, SEAT BUMPER, INTEGRAL SCREWDRIVER STOP AND VACUUM BREAKER, SOLID-RING PIPE SUPPORT, AND

ESCUTCHEON.

LAVATORY:

LAVATORY (ASME A112.19.2) STRAIGHT BACK, APPROXIMATELY 457 MM BY 381 MM (18 INCHES BY 15 INCHES) AND A 102 MM (4 INCHES) MAXIMUM APRON, FIRST QUALITY VITREOUS CHINA. PUNCHING FOR FAUCET ON 102 MM (4 INCHES) CENTERS. SUPPORT LAVATORY TO WALL WITH STEEL WALL PLATE. SET WITH RIM 864 MM (34 INCHES) ABOVE FINISHED FLOOR:

FAUCET: SOLID CAST BRASS CONSTRUCTION WITH WASHERLESS CERAMIC DISC MIXING CARTRIDGE TYPE AND CENTRALLY EXPOSED RIGID GOOSENECK SPOUT WITH OUTLET 127-152 MM (5-6 INCHES) ABOVE RIM. PROVIDE LAMINAR FLOW CONTROL DEVICE. ONE HUNDRED TWO MILLIMETERS (4-INCH) WRIST BLADE TYPE HANDLES ON FAUCETS SHALL BE CAST, FORMED OR DROP FORGED COPPER ALLOY. FAUCET, WALL AND FLOOR ESCUTCHEONS SHALL BE EITHER COPPER ALLOY OR CRS. EXPOSED METAL PARTS, INCLUDING EXPOSED PART UNDER VALVE HANDLE WHEN IN OPEN POSITION, SHALL BE CHROME PLATED WITH A SMOOTH BRIGHT FINISH. ALL LAVS SHALL BE INSTALLED WITH ADJUSTABLE GASKET FACEPLATE & CHAIR CARRIERS. FOR WALL HUNG CLOSETS WITH AUX. ANCHOR AND FOOT ASSEMBLIES, HANGER ROD SUPPORT FEET, AND REAR ANCHOR TIEDOWNS.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

DRAIN: CAST OR WROUGHT BRASS WITH FLAT GRID STRAINER AND OFFSET TAILPIECE, CHROME PLATED FINISH.

STOPS: ANGLE TYPE. SEE PARAGRAPH “STOPS”.

TRAP: CAST COPPER ALLOY, 38 MM BY 32 MM (1 1/2 INCHES BY 1 1/4 INCHES) P-TRAP. ADJUSTABLE WITH CONNECTED ELBOW AND

1.4 MM THICK (17 GAUGE) TUBING EXTENSION TO WALL. EXPOSED METAL TRAP SURFACE, AND CONNECTION HARDWARE SHALL BE

CHROME PLATED WITH A SMOOTH BRIGHT FINISH. SET TRAP PARALLEL TO WALL.

PROVIDE COVER FOR EXPOSED PIPING, DRAIN, STOPS AND TRAP PER A.D.A.

URINAL:

URINAL (WALL HUNG, ASME A112.19.2) BOWL WITH INTEGRAL FLUSH DISTRIBUTION, WALL TO FRONT OF FLARE 343 MM (13.5 INCHES) MINIMUM. WALL HUNG WITH INTEGRAL TRAP, SIPHON JET FLUSHING ACTION // 1.9 L (0.5 GALLONS) // // 4 L (1.0 GALLONS) // PER FLUSH WITH 50 MM (2 INCHES) BACK OUTLET AND 20 MM (3/4 INCH) TOP INLET SPUD. SLOAN ROYAL 1.6 GPF OR LESS.

SUPPORT URINAL WITH CHAIR CARRIER AND INSTALL WITH RIM 600 MM (24 INCHES) ABOVE FINISHED FLOOR.

FLUSHING DEVICE: LARGE CHLORAMINES RESISTANT DIAPHRAGM, SEMI-RED BRASS BODY, EXPOSED FLUSH VALVE // ELECTRONIC SENSOR OPERATED // BATTERY POWERED, ACTIVE INFRARED SENSOR FOR AUTOMATIC OPERATION // HARDWIRED ACTIVE INFRARED SENSOR FOR AUTOMATIC OPERATION // NON-HOLD OPEN, WATER SAVER DESIGN, SOLID-RING PIPE SUPPORT, AND 20 MM (3/4 INCH) CAPPED SCREWDRIVER ANGLE STOP VALVE. SET CENTERLINE OF INLET 292 MM (11-1/2 INCHES) ABOVE URINAL.

VALVE BODY, COVER, TAILPIECE, AND CONTROL STOP WILL BE IN CONFORMANCE WITH ASTM ALLOY CLASSIFICATION FOR SEMI-

RED BRASS.

BATHTUB:

BATHTUB (RECESSED, WITH SHOWER, THERMOSTATIC VALVE, ASME A112.19.1) ENAMELED CAST IRON, SLIP RESISTANT, APPROXIMATELY 1500 MM BY 762 MM (60 INCHES BY 30 INCHES) AND 400 MM (16 INCHES) HIGH, RECESSED, WIDE RIM.

DRAIN: POP-UP, 40 MM (1-1/2 INCHES).

SHOWER INSTALLATION: WALL MOUNTED, DETACHABLE SPRAY ASSEMBLY WITH HANDSPRAY AND HOSE ATTACHED TO A 762 MM (30 INCHES) CHROME BAR WITH ADJUSTABLE SLIDE, ELEVATED VACUUM BREAKER, SUPPLY WALL CONNECTION AND FLANGE, DIVERTER VALVE, OVER THE RIM TUB SPOUT, THERMOSTATIC/PRESSURE BALANCED MIXING VALVE.

SHOWER HEAD: METALLIC SHOWER HEAD WITH 1500 MM (60 INCHES) LENGTH OF RUBBER LINED CRS OR CHROME PLATED BRASS INTERLOCKED, METAL FLEXIBLE REINFORCED HOSE CONNECTION TO 15 MM (1/2 INCH) SUPPLY, WITH AUTOMATIC FLOW CONTROL DEVICE TO LIMIT DISCHARGE TO NOT MORE THAN // 5.7 L/M (1.5 GPM) // 9.5 L/M (2.5 GPM) // AT 170 KPA (25 PSIG). DESIGN SHOWERHEAD TO FIT IN PALM OF HAND. PROVIDE CRS OR CHROME PLATED METAL WALL BAR WITH AN ADJUSTABLE SWIVEL

HANGER FOR SHOWERHEAD. FASTEN WALL BAR SECURELY TO WALL.

VALVE: TYPE T/P COMBINATION THERMOSTATIC AND PRESSURE BALANCING, WALL MOUNTED SHOWER WITH CHROME PLATED METAL LEVER TYPE OPERATING HANDLE WITH ADJUSTMENT FOR ROUGH-IN VARIATION AND CHROME PLATED BRASS OR CRS FACE PLATE. VALVE BODY WILL BE ANY SUITABLE COPPER ALLOY. INTERNAL PARTS WILL BE COPPER, NICKEL ALLOY, CRS, OR THERMOPLASTIC MATERIAL. VALVE INLET AND OUTLET WILL BE 15 MM (1/2 INCH) IPS. PROVIDE EXTERNAL SCREWDRIVER CHECK STOPS AND TEMPERATURE LIMIT STOPS. SET STOPS FOR A MAXIMUM TEMPERATURE OF 43.3 DEGREES C (110 DEGREES F). ALL EXPOSED FASTENERS WILL BE VANDAL RESISTANT. VALVE WILL PROVIDE A MINIMUM OF // 5.7 L/M (1.5 GPM) // // 9.5 L/M (2.5 GPM) //

AT 310 KPA (45 PSIG) PRESSURE DROP.

PLUMBING FIXTURE SCHEDULE

P-110

P-418

P-502

P-505

P-524

P-528

P-608

P-701

P-708

P-404

WATER CLOSET (WALL HUNG ASME A112.19.2)

ELONGATED BOWL, SIPHON JET 4.8 L (1.28 GALLONS) PER FLUSH, WALL OUTLET WITH 10 PERCENT MAXIMUM VARIANCE, BACK

INLET SPUD. TOP OF SEAT SHALL BE 450 MM (18 INCHES) ABOVE FINISHED FLOOR.

SEAT: INSTITUTIONAL/INDUSTRIAL, EXTRA HEAVY DUTY, CHEMICAL RESISTANT, SOLID PLASTIC, OPEN FRONT LESS COVER FOR ELONGATED BOWLS, INTEGRALLY MOLDED BUMPERS, CONCEALED CHECK HINGE WITH STAINLESS STEEL POST. SEAT SHALL BE

POSTURE CONTOURED BODY DESIGN. COLOR SHALL BE WHITE.

FLUSH VALVE: SLOAN ROYAL, EXPOSED CHROME PLATED DIAPHRAGM TYPE WITH LOW FORCE ADA COMPLIANT 6 L (1.6 GALLON) PER FLUSH, SEAT BUMPER, INTEGRAL SCREWDRIVER STOP AND VACUUM BREAKER, SOLID-RING PIPE SUPPORT, AND

ESCUTCHEON.

LAVATORY, BARRIER FREE

WALL HUNG, 30"x14 1/4", VITREOUS CHINA, FAUCET HOLES AS REQUIRED, SELF DRAINING DECK. PROVIDE CONCEALED ARM

SUPPORT CARRIER. SEE SPECIFICATION 22 40 00. ADA DESIGNED CORIAN SINK

FAUCET: 0.5 GPM, SOLID CAST BRASS CONSTRUCTION, CHROME PLATED, GOOSENECK SPOUT WITH OUTLET 102 MM TO 127 MM (4 INCHES TO 5 INCHES) ABOVE RIM. 102 MM (4 INCHES) CENTER SET MOUNTING, WIRING BOX, 120/24 VOLT SOLENOID, REMOTE MOUNTED TRANSFORMER, BACK CHECK VALVES, ANGLE STOPS, SOLID BRASS HOT-COLD WATER MIXER ADJUSTED FROM TOP DECK WITH BARRIER FREE DESIGN CONTROL HANDLE, AND INLINE FILTER. PROVIDE LAMINAR FLOW CONTROL DEVICE. BREAKING THE LIGHT BEAM SHALL ACTIVATE THE WATER FLOW. FLOW SHALL STOP WHEN USER MOVES AWAY FROM LIGHT BEAM. PROVIDE STEEL ACCESS DOOR WITH KEY OPERATED CYLINDER LOCK. SEE SECTION 08 31 13, ACCESS DOORS AND FRAMES ALL CONNECTING WIRING BETWEEN TRANSFORMER, SOLENOID VALVE AND SENSOR SHALL BE CUT TO LENGTH WITH NO EXCESS HANGING OR WRAPPED UP WIRING ALLOWED.BARRIER FREE LAVATORIES SHALL BE INSULATED WITH PLUMBEREX PRO-2000 SERIES INSULATION KITS WHICH SATISFY ANSI A117.1 REQUIREMENTS. PROVIDE COVER FOR EXPOSED PIPING, DRAIN, STOPS AND TRAP PER A.D.A. ALL LAVS SHALL BE INSTALLED WITH ADJUSTABLE GASKET FACEPLATE & CHAIR CARRIERS. FOR WALL HUNG CLOSETS WITH AUX. ANCHOR AND FOOT ASSEMBLIES, HANGER ROD SUPPORT FEET, AND REAR ANCHOR TIEDOWNS.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

DRAIN: CAST OR WROUGHT BRASS WITH FLAT GRID STRAINER WITH OFFSET TAILPIECE, BRASS, CHROME PLATED.

TRAP: CAST COPPER ALLOY, 38 MM BY 32 MM (1 1/2 INCHES BY 1 1/4 INCHES) P-TRAP. ADJUSTABLE WITH CONNECTED ELBOW AND 17 GAGE TUBING EXTENSION TO WALL. EXPOSED METAL TRAP SURFACE AND CONNECTION HARDWARE SHALL BE CHROME

PLATED WITH A SMOOTH BRIGHT FINISH. SET TRAP PARALLEL TO WALL.

SERVICE SINK (CORNER, FLOOR MOUNTED)

PORCELAIN CORNER, 711 MM BY 711 MM BY 305 MM (28 INCHES BY 28 INCHES BY 12 INCHES) WITH 152 MM (6 INCHES) DROP FRONT.

TERRAZZO, COMPOSED OF MARBLE CHIPS AND WHITE PORTLAND CEMENT, SHALL DEVELOP COMPRESSIVE STRENGTH OF 20684 KPA (3000 PSIG) SEVEN DAYS AFTER CASTING. PROVIDE EXTRUDED ALUMINUM CAP ON FRONT SIDE. PROVIDE INTEGRAL STAINLESS STEEL STRAINER DRAIN, 3" CAST IRON P-TRAP, HOSE AND BRACKET, 30"LONG FLEXIBLE HEAVY DUTY 5/8" RUBBER HOSE, MFG: FIAT No. 832AA. MOP BRACKET, 24"LONG x 3" WIDE, STAINLESS STEEL WITH THREE RUBBER GRIPS, FIAT No. 889CC.

FAUCET: SOLID BRASS CONSTRUCTION, 9.5 L/M (1.5 GPM) COMBINATION FAUCET WITH REPLACEABLE MONEL SEAT, REMOVABLE REPLACEMENT UNIT CONTAINING ALL PARTS SUBJECT TO WEAR, INTEGRAL CHECK/STOPS, MOUNTED ON WALL ABOVE SINK.

SPOUT SHALL HAVE A PAIL HOOK, 19 MM (3/4 INCH) HOSE COUPLING THREADS, VACUUM BREAKER, AND TOP OR BOTTOM BRACE TO WALL. FOUR-ARM HANDLES ON FAUCETS SHALL BE CAST, FORMED, OR DROP FORGED COPPER ALLOY. ESCUTCHEONS SHALL BE EITHER FORGED COPPER ALLOY OR CRS. EXPOSED METAL PARTS, INCLUDING EXPOSED PART UNDER VALVE HANDLE WHEN IN OPEN POSITION, SHALL HAVE A SMOOTH BRIGHT FINISH. PROVIDE 914 MM (36 INCHES) HOSE WITH WALL HOOK. CENTERLINE OF

ROUGH IN IS 1219 MM (48 INCHES) ABOVE FINISHED FLOOR.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

DRAIN: 3 INCHES CAST BRASS DRAIN WITH NICKEL BRONZE STRAINER. P-TRAP, DRAIN THROUGH FLOOR.

CLINIC SERVICE SINK

FLUSHING RIM, WALL HUNG APPROXIMATELY 508 MM BY 635 MM (20 INCHES BY 25 INCHES) BY 203 MM (8 INCHES) DEEP. SUPPORT WITH ASME A112.6.1M CHAIR CARRIER AND SECURE WITH 10 MM (3/8 INCH) BRACKET STUDS AND NUTS. SET SINK WITH RIM 762 MM (30 INCHES) ABOVE FINISHED FLOOR. PROVIDE 762 MM (30 INCHES) CRS DRAINBOARD WHERE REQUIRED, WITHOUT

CORRUGATIONS AND WITH HEAVY DUTY CRS BRACKETS.

FAUCET: ELBOW CONTROL, WALL HUNG, INTEGRAL CHECK/STOPS, SINGLE SPOUT WITH 19 MM (3/4 INCH) HOSE THREADED OUTLET AND PAIL HOOK, VACUUM BREAKER AND BRACE TO WALL. OUTLET 356 MM TO 381 MM (14 INCHES TO 15 INCHES) FROM WALL.

EXPOSED METAL PARTS SHALL BE CHROMIUM PLATED WITH A SMOOTH BRIGHT FINISH. PROVIDE 9.5 L/M (2.5 GPM) LAMINAR FLOW

CONTROL DEVICE.

FLUSH VALVE: LARGE DIAPHRAGM, SEMI-RED BRASS BODY, FOOT PEDAL OPERATED, EXPOSED CHROMIUM PLATED FLUSH VALVE WITH SCREWDRIVER BACK CHECK STRAIGHT STOP WITH CAP, UNION OUTLET, STREET ELLS, ELEVATED HIGH PRESSURE VACUUM BREAKER, CASING COVER, 32 MM (1 1/4 INCHES) ELBOW FLUSH CONNECTION FROM FINISHED WALL TO 38 MM (1 1/2 INCHES) TOP

SPUD. SPUD COUPLING, WALL AND SPUD FLANGES.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

BED PAN WASHER: MECHANICAL PEDAL MIXING VALVE, WALL HUNG, WITH DOUBLE SELF-CLOSING PEDAL VALVE WITH LOOSE KEY STOPS, RENEWABLE SEATS AND SUPPLY FROM VALVE TO NOZZLE WITH WALL HOOK HOSE CONNECTION; 1219 MM (48 INCHES) OF HEAVY DUTY RUBBER HOSE, WITH EXTENDED SPRAY OUTLET ELEVATED VACUUM BREAKER, INDEXED LIFT UP PEDALS HAVING CLEARANCE OF NOT MORE THAN 13 MM (1/2 INCH) ABOVE THE FLOOR AND NOT LESS THAN 356 MM (14 INCHES) FROM WALL WHEN IN OPERATION. SUPPLY PIPE FROM WALL TO VALVE STOP SHALL BE RIGID, THREADED, IPS COPPER ALLOY PIPE. EXPOSED METAL PARTS SHALL BE CHROMIUM PLATED WITH A SMOOTH BRIGHT FINISH. PROVIDE VALVE PLATE FOR FOOT CONTROL. PROVIDE

INLINE LAMINAR FLOW CONTROL DEVICE.

SINK, (STAINLESS STEEL, DOUBLE COMPARTMENT, COUNTER TOP, ASME A112.19.3, KITCHEN SINKS) COUNTERTOP MOUNTED, DOUBLE COMPARTMENT, OVERALL 33"x22"x7.5" DEEP, THREE HOLE, 18 GAUGE, 304 STAINLESS STEEL, CORNERS AND EDGES SHALL BE WELL ROUNDED. PROVIDE COVER FOR EXPOSED PIPING, DRAIN, STOPS AND TRAP PER A.D.A..

PROVIDE CENTER DRAIN OUTLET WITH GARBAGE DISPOSAL. SEE SPEC 22 42 26 COMMERCIAL DISPOSERS FOR ADDITIONAL

INFORMATION.

FAUCET: CHROME PLATED BRASS, 8" CENTERS, MANUAL OPERATED WRIST BLADE HANDLES, 1.5 GPM FLOW, 8" GOOSENECK

SPOUT.

CHICAGO FAUCET 201-AGN8AE35-317AB. PROVIDE BASKET STRAINER WITH 1-1/2" TAILPIECE. MFG: ELKAY LK335, 1/2"O.D. x 3/8" LOOSE KEY ANGLE STOPS WITH 3/8" O.D. RISERS SUPPLIES, 1-1/2" TUBULAR ADJUSTABLE P-TRAP, 17 GAUGE, POLISHED CHROME.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

DRAIN: DRAIN PLUG WITH CUP STRAINER, STAINLESS STEEL.

TRAP: CAST COPPER ALLOY, 38 MM (1 1/2 INCHES) P-TRAP WITH CLEANOUT PLUG, CONTINUOUS DRAIN WITH WALL CONNECTION

AND ESCUTCHEON.

SINK (STAINLESS STEEL, SINGLE COMPARTMENT, COUNTER TOP ASME A112.19.2, KITCHEN SINKS) COUNTERTOP MOUNTED, SINGLE COMPARTMENT, THREE HOLE, CENTER DRAIN OUTLET, SELF-RIMMING, BACK FAUCET LEDGE, APPROXIMATELY 533 MM BY 559 MM (21 INCHES BY 22 INCHES) WITH SINGLE COMPARTMENT INSIDE DIMENSIONS APPROXIMATELY 406 MM BY 483 MM BY 191 MM (16 INCHES BY 19 INCHES BY 7 1/2 INCHES) DEEP. SHALL BE MINIMUM OF 1.3 MM THICK (18 GAUGE) 304 STAINLESS STEEL. CORNERS AND EDGES SHALL BE WELL ROUNDED. PROVIDE COVER FOR EXPOSED PIPING, DRAIN, STOPS AND

TRAP PER A.D.A..

FAUCET: 1.5 GPM, CHROME PLATED SOLID BRASS CONSTRUCTION, 8” CENTERS, 8” GOOSENECK SPOUT, 8.3 L/M (1.5 GPM) DECK MOUNTED COMBINATION FAUCET WITH MONEL OR CERAMIC SEATS, REMOVABLE REPLACEMENT UNIT CONTAINING ALL PARTS SUBJECT TO WARE, SWIVEL GOOSENECK SPOUT WITH APPROXIMATELY 203 MM (8 INCHES) REACH WITH SPOUT OUTLET 152 MM (6 INCHES ABOVE DECK AND 102 MM (4 INCHES) WRIST BLADES. FAUCET SHALL BE POLISHED CHROME PLATED.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

DRAIN: DRAIN PLUG WITH CUP STRAINER, STAINLESS STEEL.

TRAP: CAST COPPER ALLOY, 38 MM (1 1/2 INCHES) P-TRAP WITH CLEANOUT PLUG, CONTINUOUS DRAIN WITH WALL CONNECTION

AND ESCUTCHEON.

ELECTRIC WATER COOLER (MECHANICALLY COOLED, WALL HUNG, WHEELCHAIR, WITH BOTTLE FILLER) BASIS OF DESIGN: ELKAY ENHANCED EXH2O BOTTLE FILLING STATION AND SINGLE ADA COOLER.

BUBBLER STYLE, AIR COOLED COMPRESSOR, 15 ML/S (15 GPH) MINIMUM CAPACITY, LEAD FREE. TOP SHALL BE ONE PIECE TYPE 304 CRS ANTI-SPLASH DESIGN. CABINET, CRS SATIN FINISH, APPROXIMATELY 457 MM BY 457 MM BY 635 MM (18 INCHES BY 18 INCHES BY 25 INCHES) HIGH WITH MOUNTING PLATE. UNIT SHALL BE PUSH BAR OPERATED WITH FRONT AND SIDE BARS, AUTOMATIC STREAM REGULATOR, AND HEAVY CHROME PLATED BRASS PUSH DOWN GLASS FILLER WITH ADJUSTABLE FLOW CONTROL, AND ALL TRIM CHROME PLATED. SET BUBBLER 914 MM (36 INCHES) ABOVE FINISHED FLOOR. PROVIDE WITH BOTTLE

FILLER OPTION. PROVIDE 120V/60HZ ELECTRICAL CONNECTION, 5 FLA MINIMUM.

SHOWER (BARRIER FREE)

BUILT UP SHOWER BY ARCHITECT.

SHOWER BATH FIXTURE: (DETACHABLE, WALL MOUNTED, CONCEALED SUPPLIES, TYPE T/P COMBINATION VALVE):

SHOWER INSTALLATION: WALL MOUNTED DETACHABLE SPRAY ASSEMBLY, 600 MM (24 INCH) WALL BAR, ELEVATED VACUUM BREAKER, SUPPLY ELBOW AND FLANGE AND VALVE. ALL EXTERNAL TRIM, CHROME PLATED METAL.

SHOWER HEAD ASSEMBLY: METALLIC HANDHELD SHOWER HEAD WITH FLOW CONTROL TO LIMIT DISCHARGE TO 9.5 L/M (2.5 GPM), 1524 MM (60 INCHES) LENGTH OF RUBBER LINED CRS, CHROME PLATED METAL FLEXIBLE, OR WHITE VINYL REINFORCED HOSE AND SUPPLY WALL ELBOW. PROVIDE CRS OR CHROME PLATED METAL WALL BAR WITH AN ADJUSTABLE SWIVEL HANGER FOR

SHOWERHEAD. FASTEN WALL BAR SECURELY TO WALL FOR HAND SUPPORT.

VALVES: COMBINATION THERMOSTATIC AND PRESSURE BALANCING, WITH CHROME PLATED METAL LEVER TYPE OPERATING HANDLE ADJUSTABLE FOR ROUGH-IN VARIATIONS AND CHROME PLATED METAL OR CRS FACE PLATE. VALVE BODY SHALL BE ANY SUITABLE COPPER ALLOY. INTERNAL PARTS SHALL BE COPPER, NICKEL ALLOY, CRS OR THERMOPLASTIC MATERIAL. VALVE INLET AND OUTLET SHALL BE 13 MM (1/2 INCH) IPS. PROVIDE EXTERNAL SCREWDRIVER CHECK STOPS, VACUUM BREAKER AND TEMPERATURE LIMIT STOPS. SET STOPS FOR A MAXIMUM TEMPERATURE OF 50 DEGREES C (122 DEGREES F). ALL EXPOSED FASTENERS SHALL BE VANDAL RESISTANT. VALVE SHALL PROVIDE A MINIMUM OF 9.5 L/M (2.5 GPM) AT 310 KPA (45 PSIG) PRESSURE

DROP.

EMERGENCY EYE AND FACE WASH (WALL MOUNTED):

CRS, WALL MOUNTED, FOOT PEDAL CONTROL. MOUNT EYE AND FACE WASH SPRAY HEADS 1067 MM (42 INCHES) ABOVE FINISHED FLOOR. PEDAL SHALL BE WALL MOUNTED, ENTIRELY CLEAR OF FLOOR, AND BE HINGED TO PERMIT TURNING UP. RECEPTOR SHALL BE COMPLETE WITH DRAIN PLUG WITH PERFORATED STRAINER, P-TRAP AND WASTE CONNECTION TO WALL WITH ESCUTCHEON.

PROVIDE WITH MANUFACTURER RECOMMENDED THERMOSTATIC MIXING VALVE TO PROVIDE TEPID WATER FROM 30 TO 35

DEGREES C (85 TO 95 DEGREES F). FLOW RATE SHALL BE 11.4 L/M (3 GPM).

LAVATORY, BARRIER FREE

LAVATORY (CRS, INTEGRAL WITH COUNTERTOP) APPROXIMATELY 16 INCHES BY 16 INCHES):

FAUCET: SOLID CAST BRASS CONSTRUCTION WITH WASHERLESS CERAMIC DISC MIXING CARTRIDGE TYPE AND CENTRALLY EXPOSED RIGID GOOSENECK SPOUT WITH OUTLET 127-152 MM (5-6 INCHES) ABOVE RIM. PROVIDE LAMINAR FLOW CONTROL DEVICE. ONE HUNDRED TWO MILLIMETERS (4-INCH) WRIST BLADE TYPE HANDLES ON FAUCETS SHALL BE CAST, FORMED OR DROP FORGED COPPER ALLOY. FAUCET, WALL AND FLOOR ESCUTCHEONS SHALL BE EITHER COPPER ALLOY OR CRS. EXPOSED METAL PARTS, INCLUDING EXPOSED PART UNDER VALVE HANDLE WHEN IN OPEN POSITION, SHALL BE CHROME PLATED WITH A SMOOTH BRIGHT FINISH. ALL LAVS SHALL BE INSTALLED WITH ADJUSTABLE GASKET FACEPLATE & CHAIR CARRIERS. FOR WALL HUNG CLOSETS WITH AUX. ANCHOR AND FOOT ASSEMBLIES, HANGER ROD SUPPORT FEET, AND REAR ANCHOR TIEDOWNS.

THERMOSTATIC MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE PER ASSE REQUIREMENTS FOR ALL HOT WATER

FIXTURES. BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

VALVE: TYPE T/P COMBINATION THERMOSTATIC AND PRESSURE BALANCING WITH LEVER OPERATING HANDLE. VALVE BODY SHALL BE COPPER ALLOY. INTERNAL PARTS SHALL BE COPPER, NICKEL ALLOY, CRS OR THERMOSTATIC MATERIAL. VALVE INLET AND OUTLET SHALL BE 13 MM (1/2 INCH) IPS. PROVIDE EXTERNAL SCREWDRIVER CHECKSTOPS AND TEMPERATURE LIMIT STOP. SET

STOPS FOR A MAXIMUM TEMPERATURE OF 35 DEGREES C (95 DEGREES F).

DRAIN: CAST OR WROUGHT BRASS WITH FLAT GRID STRAINER AND OFFSET TAILPIECE, CHROME PLATED FINISH.

STOPS: ANGLE TYPE. SEE PARAGRAPH “STOPS”.

TRAP: CAST COPPER ALLOY, 38 MM BY 32 MM (1 1/2 INCHES BY 1 1/4 INCHES) P-TRAP. ADJUSTABLE WITH CONNECTED ELBOW AND

1.4 MM THICK (17 GAUGE) TUBING EXTENSION TO WALL. EXPOSED METAL TRAP SURFACE AND CONNECTION HARDWARE SHALL BE

CHROME PLATED WITH A SMOOTH BRIGHT FINISH. SET TRAP PARALLEL TO WALL.

PROVIDE COVER FOR EXPOSED PIPING, DRAIN, STOPS AND TRAP PER A.D.A.

NOTE: SEE SPECIFICATION SECTIONS 22 13 00 AND 22 40 00 FOR ADDITIONAL REQUIREMENTS.

FLOOR DRAIN

CAST IRON BODY, CLAMPING DEVICE, 6" DIAMETER, ROUND OR SQUARE GRATE, TYPE A - NICKEL BRONZE ADJUSTABLE GRID STRAINER, DEEP SEAL P-TRAP. SERVICE GENERAL PURPOSE RESTROOMS, KITCHENS, LOCKER ROOMS, ETC, SIZE AS INDICATED

ON DRAWINGS.

J.R.SMITH 2005 AND 2010.

TRENCH FLOOR DRAIN

304 STAINLESS STEEL, SERVICE SHOWER THRESHOLDS SIZE AS INDICATED ON DRAWINGS.

INFINITY DRAIN S-AS 65 SERIES.

TRENCH DRAIN SHALL COMPLY WITH ASME A112.6.3. THE TYPE Z TRENCH DRAIN SHALL BE SUITABLE FOR SHOWER THRESHOLDS AND CONSTRUCTED OF TYPE 304 STAINLESS STEEL. THE STAINLESS STEEL SLOTTED GRATE SHALL BE NOT LESS THAN 100 MM (4 INCHES) WIDE WITH ANCHOR SUPPORTS, TILE EDGE, BOTTOM OUTLET AND COMBINATION MEMBRANE FLASHING COLLAR.

FLOOR SINK

304 STAINLESS STEEL WITH POLISHED INTERIOR SURFACE, CLAMPING DEVICE, 12" SQUARE, 8” DEEP, DOUBLE DRAINAGE FLANGE WITH WEEP HOLES, INTERNAL DOME STRAINER, HEAVY DUTY NON-TILTING LOOSE SET GRATE, DEEP SEAL P-TRAP WITH

AUTOMATIC TRAP PRIMER.

J.R.SMITH 3001-3004.

SHOCK ABSORBER

BARREL TYPE OF "K" HARD DRAWN COPPER WITH BRASS CAP. REFER TO MANUFACTURER LITERATURE FOR SIZING.

PRECISION PLUMBING PRODUCTS SC-SERIES

CIRCUIT SOLVER

SELF CONTAINED, FULLY AUTOMATIC, MINIMUM FLOW BY-PASS, TYPE 304 STAINLESS STEEL, LEAD FREE, FACTORY SET TO 120°F, SIZE INDICATED ON PLANS.

THERM OMEGA TECH

FD-C

FD-Z

FD-S

SA

CS

PLUMBING FIXTURE SCHEDULE

NOTE: BASIS OF DESIGN FOR ALL THERMOSTATIC MIXING VALVES IS WATTS.

DESCRIPTION HW

WASTE

2"

VENT CW

WALL MOUNTED

REMARKS

MIN. ROUGH-IN-SIZE

SYM

PLUMBING FIXTURE ROUGH-IN SCHEDULE

-- 3/4" 3/4" TILE BUILD OUT

4" FLOOR MOUNTED3/4" 3/4"

- 1-1/2" -

4" - -

2" 3/4" 3/4"

NOTE: PROVIDE VALVES (SHUT OFF, BALANCING, THERMOSTATIC, ETC.) PER SPEC 22 05 23.

2" 3/4" 3/4"

WATER CLOSET

QUANTITY

FIXTURE

WASTE AND WATER FIXTURE UNITS

LAVATORY

DFU TOTAL DFU WSFU TOTAL WSFU DCWFU TOTAL DCWFU DHWFU TOTAL DHWFU

SINK 1 3 3 2 2 1.5 1.5 1.5 1.5

18 - - 4 72 3 54 3 54

TOTALS 149 393

CLINIC SERVICE SINK

1 1 1 1 1 1 1 - -

14 1 14 2 28 1.5 21 1.5 21

1 5 5 10 10 10 10 3 3

SERVICE SINK

SHOWER

EMERGENCY EYEWASH

SHOWER TRENCH FLOOR DRAIN

P110

SYM

P404

P505

P701

P502

P528

P708

FD-Z 1 5 5 - - - - - -

WATER CLOSET

SINK

CLINIC SERVICE SINK

SERVICE SINK

SHOWER

EMERGENCY EYEWASH

SHOWER TRENCH FLOOR DRAIN

P110

P505

P701

P502

P528

P708

FD-Z

WALL MOUNTED

COUNTER MOUNTED

WALL MOUNTED

SAN

4"

4"

LAVATORY 14 1 14 2 28 1.5 21 1.5 21P408

LAVATORY 17 1 17 2 34 1.5 25.5 1.5 25.5P418

WATER CLOSET 1 4 4 10 10 10 10 - -P114

SINK 1 3 3 2 2 1.5 1.5 1.5 1.5P524

WATER CLOSET P114 -- 2" FLOOR MOUNTED4"

2" WALL HUNG3/4" 3/4"LAVATORY P418 -

2" WALL HUNG3/4" 3/4"LAVATORY P408 -

2" COUNTER MOUNTED3/4" 3/4"LAVATORY P404 -

2" 3/4" 3/4"SINKP524 COUNTER MOUNTED-

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1 1/2"2" 3/4" 3/4" WALL MOUNTEDELECTRIC WATER COOLERP608 -

ELECTRIC WATER COOLER 1 1 1 2 2 1.5 1.5 1.5 1.5P608

PLUMBING FIXTURE SCHEDULE

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

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LINE INDICATES

PHASE 1 SCOPE AREA

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M As indicated

04/03/2023 K. Luke N. Harper

618-22-100

1390 - P-701

PLUMBING SCHEDULES

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM

ISSUED FOR BIDDING

NTS

C1

SHOCK ARRESTOR DETAIL

ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

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A U

M A

.G e n e ra l.

S h e e ts

.r v t

/3

/2

:4

:3

P

M

04/03/2023 K. Luke N. Harper

618-22-100

1390 - P-901

PLUMBING EQUIPMENT CUTSHEETS / BASIS

OF DESIGN

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM

ISSUED FOR BIDDING

ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

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A U

M A

.G e n e ra l.

S h e e ts

.r v t

/3

/2

:4

:3

P

M

04/03/2023 K. Luke N. Harper

618-22-100

1390 - P-902

PLUMBING EQUIPMENT CUTSHEETS / BASIS

OF DESIGN

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM

ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

EF

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-7

.M

P L S

.P O

L Y

T R

A U

M A

.G e n e ra l.

S h e e ts

.r v t

/3

/2

:4

:4

P

M

04/03/2023 K. Luke N. Harper

618-22-100

1390 - P-903

PLUMBING EQUIPMENT CUTSHEETS / BASIS

OF DESIGN

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAM

ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

Mat…