S02 - Drawings Vol 3 of 4.pdf

KEY NOTES:

GENERAL NOTES:

AAP

7B-02

111111111111

1 1

SOILED UTILITY

B7073

NURSE ALCOVE

B7121A

HSKPG

B7059

EQUIP.

B7121I

CONSULT

B7081B

NURSE

MANAGER

B7077

NURSE STATION

B7081

ELEC

B7121F

PAT TLT

B7071A

PAT TLT

B7063B

PAT TLT

B7062B

BREAK / CONF

B7099

Unoccupied

Unoccupied

ELEC

B7121D

ANTE

B7074

ANTE

B7076

PAT TLT

B7098A

PAT TLT

B7094A

MEDS ALCOVE

B7121J

PATIENT RM

B7098

PATIENT RM

B7094

PATIENT RM

B7092

PAT TLT

B7092A

PAT TLT

B7088A

EPI PATIENT RM

B7088

EPI PATIENT RM

B7086

PAT TLT

B7082A

PAT TLT

B7086A

PAT TLT

B7080A

PAT TLT

B7076B

ISO PATIENT RM

B7076A

PATIENT RM

B7070

ISO PATIENT RM

B7074A

PAT TLT

B7074B

PAT TLT

B7070A

MEDS ALCOVE

B7121B

PATIENT RM

B7068

PAT TLT

B7068A

PAT TLT

B7064A

PATIENT RM

B7064

EPI/BARI

PATIENT RM

B7065

PAT TLT

B7069A

PAT TLT

B7065A

BARI PATIENT

RM

B7069

PATIENT RM

B7071

NOURISH

B7085

CLEAN UTILITY

B7087

PATIENT RM

B7082

PATIENT RM

B7080

LOCKER

B7099A

SHARED

EPI/PM&R

B7093

EQUIP.

STORAGE

B7095

PATIENT RM

B7089

CRASH CART

B7121E

ANTE

B7062

ISO PATIENT RM

B7062A

ASSIST NURSE

MANGER

B7060

PT TREATMENT

B7061

ISO PATIENT RM

B7063A

ANTE

B7063

CORRIDOR

B7121

STAFF TLT

B7097

PP171

C

D

E

G

292827262524232221201918

ZVB

7B-01

3/4" MA

1 1/4" O

2" MV

3/4" MA

3/4" O

3/4" MV

3/4" MA

1 1/4" O

3/4" MV

1 1/4" O

3/4" MV

3/ 4"

M A

3/ 4"

O 3/

4" M

V

3/4" MA

1" O

3/4" MV

1/2" MA

1/2" O

3/4" MV

3/4" MA 3/4" MA

3/4" MV

1 1/4" O

3/4" MA

2" MV

1 1/4" O

1" O

3/4" MV

3/4" MA

3/4" O

3/4" MV

3/4" MA

3/ 4"

M A

1/

4" O

3/ 4"

M V

3/4" MA

1 1/4" O

3/4" MV

1" O3/4" MV

3/4" O

3/4" MA

TYPICAL

1 EXTEND 1/2" OXYGEN, 1/2" MEDICAL AIR, AND 3/4" MEDICAL VACUUM

TO PREFABRICATED PATIENT HEAD WALL. REFER TO ARCHITECTURAL

ELEVATIONS FOR EXACT LOCATIONS.

4" CONCRETE SLAB ABOVE WITHIN AREA INDICATED BY DASHED LINE,

USE SHALLOW ANCHOR BOLTS FOR DUCTWORK AND PIPING

SUPPORTS.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

CONTRACTOR SHALL REFER TO THE VA MASTER SPECIFICATION

MANUAL EDITED FOR THIS PROJECT ALONG WITH ANY APPLICABLE

STANDARDS WITHIN THE VA DESIGN GUIDES. ALL REQUIREMENTS OF

THOSE MANUALS SHALL BE MAINTAINED IN ADDITION TO ALL NOTES

AND DESCRIPTIONS INDICATED WITHIN THESE DRAWINGS. ANY

CONFLICTS BETWEEN THE DOCUMENTS SHOULD BE BROUGHT TO THE

ATTENTION OF THE ENGINEER FOR INTERPRETATION.

CONTRACTOR WILL BE RESPONSIBLE TO REVIEW ACCESSIBILITY TO

AREAS OUTSIDE THE CONSTRUCTION LIMITS TO DETERMINE

APPROXIMATE AMOUNT OF OVERTIME REQUIRED TO PERFORM ALL

MECHANICAL WORK INDICATED. COORDINATION OF SCHEDULES WITH

ADJACENT DEPARTMENTS AND CLEANING OF ALL DEBRIS AFTER EACH

WORK SHIFT SHOULD BE ASSUMED IN THE BASE BID SCOPE.

ANY MAJOR OUTAGES INDICATED ON THESE DRAWINGS SHALL BE

SCHEDULED TO BE PERFORMED AFTER NORMAL BUSINESS HOURS OR

DURING WEEKEND PERIODS TO MINIMIZE HOSPITAL DISRUPTION. VA

HOSPITAL FACILITIES WILL REQUIRE A MINIMUM OF TWO (2) WEEKS

NOTICE PRIOR TO ANY SUCH OUTAGE.

COORDINATE ALL NEW MEDICAL GAS PIPING ROUTING WITH ALL OTHER

TRADES TO ENSURE ADEQUATE CLEARANCES FOR ELECTRICAL

CONDUIT, HVAC DUCTWORK & PIPING, STRUCTURAL SUPPORTS, ETC.

ANY UNAVOIDABLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT/ENGINEER OF RECORD. PROVIDE ALL OFFSETS &

TRANSITIONS AS REQUIRED FOR A CLEAN INSTALLATION.

SUPPORT ALL PIPING DIRECTLY TO STRUCTURE. DO NOT SUPPORT ANY

PIPING FROM DUCTWORK, CONDUIT OR OTHER PIPING ENCOUNTERED.

WHERE MECHANICAL SYSTEMS TO REMAIN ARE DAMAGED OR

DISTURBED DURING THE COURSE OF CONSTRUCTION, THE

CONTRACTOR WILL BE RESPONSIBLE TO REMOVE DAMAGED PORTIONS

AND INSTALL NEW PRODUCTS OF EQUAL QUALITY AND FUNCTIONALITY.

ALL EXISTING PIPING THROUGH NEW FIRE RATED WALLS SHALL BE

ADEQUATELY FIRE SEALED AS REQUIRED. PIPING PENETRATIONS

THROUGH INTERSTITIAL FLOOR SHALL BE DRILLED OR CUT BY THE

CONTRACTOR AND FIRE SEALED AS REQUIRED.

ALL CORE DRILLING OR ANY ACTIVITIES CAUSING EXTREME VIBRATION

OR NOISE SHALL BE COORDINATED TO BE PERFORMED AFTER

BUSINESS HOURS TO NOT AFFECT CRITICAL HOSPITAL FUNCTIONS

WITHIN ADJACENT AREAS. COORDINATE WITH VA REPRESENTATIVE AS

REQUIRED.

FIELD VERIFY EXISTING MEDICAL GAS PIPING SYSTEMS FOR

CONNECTIONS TO OUTLETS THAT MAY NOT BE IDENTIFIED ON PLANS

PRIOR TO SERVICE OUTAGES, DEMOLITION OR ALTERATIONS OF

EXISTING PIPE ROUTING. COORDINATE WITH FACILITIES AND ENGINEER

OF RECORD.

CONTRACTOR SHALL MAINTAIN ACCURATE RECORD DRAWINGS

SHOWING ALL DISCREPANCIES WITH ANY EXISTING PIPING INDICATED

OR REVISIONS TO THE NEW MEDICAL GAS LAYOUTS. ALL CHANGES WILL

BE UPDATED WITHIN THE FINAL RECORD DRAWING SET.

ALL CONTRACTORS TO REFERENCE THE INFECTION CONTROL NOTES

IDENTIFIED WITHIN THE VENTILATION GENERAL NOTES ON THESE

DRAWINGS. CONFORM TO ALL ICRA REQUIREMENTS.

ALL MEDICAL GAS PIPE BRANCHES AND TAKE-OFFS TO COME OFF TOP

OF PIPE MAIN.

ALL MEDICAL GAS PIPING MINIMUM SIZES TO BE 1/2" WITH THE

EXCEPTION OF MEDICAL VACUUM. MINIMUM MEDICAL VACUUM PIPE

SIZE TO BE 3/4".

POWER TO AREA ALARM PANELS AND ALARMS ARE TO BE PROVIDED BY

THE ELECTRICAL CONTRACTOR. ALL LOW VOLTAGE WIRING TO BE

PROVIDED BY THE MECHANICAL CONTRACTOR.

VENTILATOR MEDICAL GAS ASSUMPTIONS FOR PATIENT FLOOR:

- TOTAL DEVELOPED LENGTH FROM FURTHEST FIXTURE BACK TO

SYSTEM = 700 FT

- TOTAL PRESSURE DROP ACROSS PIPING = 4 PSI

- MAXIMUM PRESSURE DROP = 0.55 PSI PER 100 FT

- TOTAL MEDICAL AIR CAPACITY = 550 LITER PER MINUTE @ 3/4"

- TOTAL OXYGEN CAPACITY = 1,800 LITER PER MINUTE @ 1-1/4"

- VENTILATOR CONSUMPTION = 60 LITER PER MINUTE

MAXIMUM NUMBER OF VENTILATORS AT % OXYGEN:

% OXYGEN % MEDICAL AIR MAXIMUM NUMBER OF VENTILATORS

20% (12 LPM) 80% (48 LPM) 11

80% (48 LPM) 20% (12 LPM) 37

100% (60 LPM) 0% (0 LPM) 30

NORTH

KEY PLAN - B-WING OVERALL

B

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:5

P

M

PM170

LEVEL 7 - MEDICAL GAS PLAN

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

1/8" = 1'-0"

1 LEVEL 7 - MEDICAL GAS PLAN

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

Revision# Description Date:

2" CW

3/4" RCW

1" CW

P-101

CW = 6

HW = 0

1" CW

P-701

CW = 1

HW = 1

P-401

CW = 0.5

HW = 0.5

3/4" RHW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

P-501

CW = 1.5

HW = 1.5

1/2" HW

1/2" CW

1" HW

CW = 9

HW = 3

P-501

CW = 1.5

HW = 1.5

1/2" CW

1/2" HW

P-502

CW = 1.5

HW = 1.5

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1

P-701

CW = 1

HW = 1

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

1" CW

1/2" HW

1/2" CW

P-101

CW = 6

HW = 0

1" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

P-501

CW = 1.5

HW = 1.5

P-501

CW = 1.5

HW = 1.5

2" CW

1 1/2" HW

CW = 30

HW = 12

P-501

CW = 1.5

HW = 1.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-101

CW = 6

HW = 0

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1

P-701

CW = 1

HW = 1

1/2" CW

1/2" HW

1" CW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

1" CW

1/2" HW

1/2" CW

HW = 16.5

CW = 46.5

P-501

CW = 1.5

HW = 1.5

P-101

CW = 6

HW = 0

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1

P-701

CW = 1

HW = 1

1" CW

1" CW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

P-501

CW = 1.5

HW = 1.5

P-501

CW = 1.5

HW = 1.5

2 1/2" CW

2" HW

HW = 24

CW = 66

P-101

CW = 6

HW = 0

P-101

CW = 6

HW = 0

P-501

CW = 1.5

HW = 1.5

P-501

CW = 1.5

HW = 1.5

P-701

CW = 1

HW = 1

P-701

CW = 1

HW = 1

1" CW

1" CW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

1" HW

1" CW

2 1/2" CW

2" HW

HW = 30

CW = 84

P-501

CW = 1.5

HW = 1.5

P-501

CW = 1.5

HW = 1.5

P-101

CW = 6

HW = 0

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1 P-701

CW = 1

HW = 1

1" CW

1" CW

1/2" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

3" CW

2" HW

HW = 36

CW = 102

P-501

CW = 1.5

HW = 1.5

P-502

CW = 1.5

HW = 1.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-401

CW = 0.5

HW = 0.5

P-101

CW = 6

HW = 0

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1

P-701

CW = 1

HW = 1

1" CW

1" CW

1/2" CW

1/2" HW

1" CW

1" HW

3" CW

2" HW

CW = 120

HW = 42

P-501

CW = 1.5

HW = 1.5

P-101

CW = 6

HW = 0

P-401

CW = 0.5

HW = 0.5

1" CW

3" CW

2" HW

HW = 44

CW = 128

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1

P-401

CW = 0.5

HW = 0.5

P-501

CW = 1.5

HW = 1.5

1" CW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

1/2" CW

1/2" HW

P-501

CW = 1.5

HW = 1.5

1/2" CW

1/2" HW

2" HW

3" CW

CW = 138.5

HW = 48.5

P-501

CW = 1.5

HW = 1.5

P-502

CW = 1.5

HW = 1.5

P-501

CW = 1.5

HW = 1.5

P-401

CW = 0.5

HW = 0.5

P-101

CW = 6

HW = 0

P-701

CW = 1

HW = 1

P-601

CW = 0.25

HW = 0

1" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1/2" CW

3" CW

2" HW

HW = 54.5

CW = 150.75

P-501

CW = 1.5

HW = 1.5P-102

CW = 6

HW = 0

P-102

CW = 6

HW = 0

P-402

CW = 0.5

HW = 0.5

P-402

CW = 0.5

HW = 0.5

P-501

CW = 1.5

HW = 1.5P-701

CW = 1

HW = 1

P-701

CW = 1

HW = 1

1" CW

1" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1/2" CW

1/2" HW

1" HW

1" CW

2" HW

3" CW

CW = 168.75

HW = 60.5

P-501

CW = 1.5

HW = 1.5

P-401

CW = 0.5

HW = 0.5

P-701

CW = 1

HW = 1

P-101

CW = 6

HW = 0

1 1/2" CW

1/2" HW

1/2" CW

3" CW

CW = 177.75 HW = 63.5

1" CW

3/4" HW

3/4" HW

1" CW

1" HW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

1" HW

1" CW

1" HW

1" CW

1/2" CW

1/2" HW

1/2" HW

1/2" CW

1" CW

1" HW

1" CW

1" HW

1/2" CW

1/2" HW

1" CW

1" HW

1/2" CW

1/2" HW

1/2" HW

1/2" CW 3/4" HW

1" CW

1" CW

3/4" HW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1" HW

3" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW1" CW

1/2" HW

1/2" CW

1/2" HW

1" HW

1" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

1/2" CW

1/2" HW

3/4" HW

1" CW

1/2" CW

1/2" HW

3" CW

1" HW

1/2" CW

1/2" HW

2" HW

1" CW

1" HW

3/4" CW

3/4" HW

1 1/2" HW

2 1/2" CW

P-503

CW = 0

HW = 0

P-708

CW = 0

HW = 0

THERMOSTATIC

MIXING VALVE

SEE 2/P200 FOR

CONTINUATION

1/2" CW

1/2" HW

ICE MACHINE

1/2" FW

1/2" FW

P-802

P-802

P-802

P-802

SOLENOID

VALVE

BALANCING

VALVE

1.0 GPM

BALANCING

VALVE

1.0 GPM

1/2" TW

1/2" TW

1/2" TW

1/2" TW

3/4" TW

1" TW

1" TW

3/4" TW

1" TW

1/2" TW

1/2" TW

1/2" TW

BALANCING

VALVE

1.0 GPM

1" TW

1" TW

1/2" TW

1" TW

1" TW

1" TW

1/2" TW

BALANCING

VALVE

1.0 GPM

1" TW

1" TW

1" RPZ

THERMOSTATIC

MIXING VALVE

REFER TO DIALYSIS

CABINET WATER DRAIN

BOX ASSEMBLY DETAIL

REFER TO DIALYSIS

CABINET WATER DRAIN

BOX ASSEMBLY DETAIL

REFER TO DIALYSIS

CABINET WATER DRAIN

BOX ASSEMBLY DETAIL

PROVIDE

THERMOMETER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:4

P

M

P200

PLUMBING RISER DIAGRAMS -

DOMESTIC WATERStone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

NO SCALE

1 PLUMBING RISER DIAGRAMS - DOMESTIC WATER

PAT TLT

B7062B

ANTE

B7062

PATIENT RM

B7064

MEDS

ALCOVE

B7121B

PAT TLT

B7068A

PAT TLT

B7064A

PATIENT RM

B7068

PATIENT RM

B7070

PAT TLT

B7070A

PAT TLT

B7074A

ANTE

B7074

ANTE

B7076

PAT TLT

B7080A

PAT TLT

B7076B

PATIENT RM

B7080

PATIENT RM

B7082

PAT TLT

B7082A

PAT TLT

B7086A

EPI PATIENT

RM

B7088

EPI PATIENT

RM

B7086

PAT TLT

B7092A

PAT TLT

B7088A

PATIENT RM

B7092

PATIENT RM

B7094

PATIENT RM

B7098

PAT TLT

B7094A

PAT TLT

B7098A

MED ALCOVE

B7121J

BREAK/CONF

B7099

STAFF TLT

B7097

PAT TLT

B7089A

PATIENT RM

B7097

NOURISH

B7085

MEDS

B7081A

SOILED

UTILITY

B7073

PAT TLT

B7071A

PATIENT RM

B7071

BARI

PATIENT RM

B7069

PAT TLT

B7065A

PAT TLT

B7069A

EPI/BARI

PATIENT RM

B7065

ANTE

B7063

PAT TLT

B7063B

NO SCALE

2 PLUMBING RISER DIAGRAM - NON-POTABLE TEMPERED WATER

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAIN

LOW POINTS.

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAIN

LOW POINTS.

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAIN

LOW POINTS.

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAIN

LOW POINTS.

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAINS

LOW POINTS.

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAIN

LOW POINTS.

PROVIDE DRAIN

DOWN VALVES ON

CW AND HW MAIN

LOW POINTS.

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer

4" W P-101

DFU = 4

WCO

2" V

P-701

DFU = 2

2" V

2" W

P-401

DFU = 1

2" V

4" W

DFU = 10

2" W

2" W

P-501

DFU = 3

2" V

DFU = 10

4" V

2" FD-1

4" W

P-701

DFU = 2

4" W 2" V

2" V

P-701

DFU = 2

2" V

2" W

P-402

DFU = 1

2" W

2" V

P-402

DFU = 1

P-501

DFU = 3

P-102

DFU = 4

P-102

DFU = 4

2" V 2" V

P-501

DFU = 3

2" V

2" V

DFU = 17

2" W

DFU = 20

4" W

P-101

DFU = 4 P-701

DFU = 2

P-401

DFU = 1

4" W

2" V

2" V 5" W

DFU = 7

5" W

DFU = 24

2" FD-1

P-502

DFU = 3P-501

DFU = 3

P-601

DFU = 0.5

2" W

2" V

2" W

DFU = 8.5

DFU = 13.5

2" V

4" V UP

P-501

DFU = 3

2" V

2" W

4" W

DFU = 3

3" V UP

DFU = 3

P-501

DFU = 3

2" W

2" V

4" V UP

DFU = 3

P-501

DFU = 3

P-701

DFU = 2

P-101

DFU = 4

P-401

DFU = 1

2" FD-1

2" W

2" V

2" V

2" V

4" W

2" V

4" W

DFU = 53

4" V

DFU = 10

P-501

DFU = 3

P-101

DFU = 4

P-401

DFU = 1

2" FD-1

P-501

DFU = 3

2" W

2" V

2" W

4" W

2" V

2" V

4" W

DFU = 7

2" W

DFU = 1

2" V

DFU = 8

2" W

2" V

4" W

DFU = 3

P-101

DFU = 4

P-101

DFU = 4 P-401

DFU = 1

P-401

DFU = 1

P-701

DFU = 2

P-701

DFU = 2

2" V 2" V

2" V

P-502

DFU = 3

2" V

DFU = 2

DFU = 2

4" W

DFU = 19

4" V UP

DFU = 20

P-501

DFU = 3

P-501

DFU = 3

2" W

2" W

4" W

DFU = 6

P-101

DFU = 4

P-101

DFU = 4

P-701

DFU = 2

P-701

DFU = 2

P-401

DFU = 1

P-401

DFU = 1

2" V2" V

2" V

2" V

2" V

4" V UP

DFU = 48

2" W

4" W

DFU = 14

P-501

DFU = 3

P-501

DFU = 3

4" W

DFU = 20

2" W

2" V

2" V

P-101

DFU = 4

P-101

DFU = 4

P-701

DFU = 2

P-701

DFU = 2

P-401

DFU = 1

P-401

DFU = 1

4" W

4" W

DFU = 14

2" V 2" V

2" V

DFU = 20

P-501

DFU = 3

P-501

DFU = 3

P-101

DFU = 4

P-101

DFU = 4

P-401

DFU = 1

P-401

DFU = 1

P-701

DFU = 2

P-701

DFU = 2

4" W

DFU = 21

4" W

DFU = 21

4" V

DFU = 21

2" V

2" V

2" V

2" V

P-501

DFU = 3

2" V P-501

DFU = 3

P-401

DFU = 1

P-401

DFU = 1

P-701

DFU = 2

P-701

DFU = 2

P-101

DFU = 4

P-101

DFU = 4

2" W

4" W

2" V 2" V

4" W

DFU = 17

4" V

DFU = 10

4" V UP

DFU = 38

DFU = 2

P-401

DFU = 1

P-401

DFU = 1

P-701

DFU = 2

P-701

DFU = 2

P-101

DFU = 4

P-101

DFU = 4

P-501

DFU = 3

P-501

DFU = 3

2" V

4" W

2" W

2" W

4" V

DFU = 8

P-502

DFU = 3

4" V UP

DFU = 23

2" V

2" V

2" W 4" W

DFU = 10

P-501

DFU = 3

P-501

DFU = 3

P-101

DFU = 4

P-401

DFU = 1

P-701

DFU = 2

4" W

DFU = 32

4" W

DFU = 38

2" V

4" V UP

DFU = 13 2" V

2" W

SEE 2/P201 FOR

CONTINUATION

SEE 2/P201 FOR

CONTINUATION

SEE 2/P201 FOR

CONTINUATION

2" W

2" W 1 1/2" W

2" W

2" W

2" W UP

1 1/2" W UP

2" W

4" W UP

4" W

1 1/2" W

1 1/2" W UP

1 1/2" W UP

1 1/2" W

4" W UP

4" W

1 1/2" W UP

1 1/2" W

4" V UP

4" W UP

4" W

1 1/2" W UP

1 1/2" W

2" V 2" V

2" W

2" W

P-802

DFU = 3

P-802

DFU = 3

4" W UP

4" W

4" W

2" W

2" W

2" W

4" W

1 1/2" W UP

1 1/2" W

4" W UP

4" W

4" W UP

1 1/2" W UP

4" W 2" V

4" W UP

4" W

1 1/2" W UP

4" W UP

4" W

4" W 4" W

2" W

2" W

2" W UP

2" W UP

4" W UP

4" W

4" W

2" W

2" V

3" V

4" W

3" V

4" W

4" W UP

4" W

4" W

4" V

1 1/2" W

1 1/2" W

SEE 1/P201 FOR

CONTINUATION

4" FD-1

DFU = 4

4" FD-1

DFU = 4

4" FD-1

DFU = 4

4" W 4" W

4" VTR

4" W

4" W

4" W

2" W

2" V

4" W

2" V

4" W

4" W

2" V

P-708

4"FD-W

4"FD-W

DFU = 4

DFU = 4

DFU = 4

DFU = 0

DFU = 0

SEE 1/P201 FOR

CONTINUATION

SEE 1/P201 FOR

CONTINUATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:5

P

M

P201

PLUMBING RISER DIAGRAM - WASTE

AND VENTStone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

NO SCALE

1 PLUMBING RISER DIAGRAM - WASTE AND VENT - 7B

NO SCALE

2 PLUMBING RISER DIAGRAM - WASTE AND VENT - PENTHOUSE

PAT TLT

B7063B

PT

TREATMENT

B7061

ISO PATIENT

RM

B7063A

EPI/BARI

PATIENT RM

B7065

PAT TLT

B7065A

PAT TLT

B7069A

BARI

PATIENT RM

B7069

PATIENT RM

B7071

PAT TLT

B7071A

SOILED

UTILITY

B7073

MEDS

B7081A

CONSULT

B7081B

NOURISH

B7085

PATIENT RM

B7089

CLEAN LINEN

B7091

PAT TLT

B7089A EQUIP.

STORAGE

B7095

BREAK/CONF

B7099

STAFF TLT

B7097

LOCKER

B7099A

PATIENT RM

B7098

PAT TLT

B7094A

PAT TLT

B7098A

PATIENT RM

B7094

PATIENT RM

B7092

PAT TLT

B7088APAT TLT

B7092A

EPI PATIENT

RM

B7086

EPI PATIENT

RM

B7088

PAT TLT

B7086A

PAT TLT

B7082A

PATIENT RM

B7082

PATIENT RM

B7080

PATIENT TLT

B7080A

PATIENT TLT

B7076B

ISO PATIENT

RM

B7076A

ISO PATIENT

RM

B7074A

PATIENT TLT

B7074B

PATIENT TLT

B7070B

PATIENT RM

B7070

PATIENT RM

B7068

MEDS

ALCOVE

B7121B

PATIENT TLT

B7064A

PATIENT TLT

B7068A

PATIENT RM

B7064

ANTE

B7062

PATIENT TLT

B7062B

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer

4" ORD-1

1,612 SQFT

62 GPM

4" RD-1

1,612 SQFT

62 GPM

4" SD

FCO

FCO

CO

SEE CIVIL FOR

CONTINUATION

SEE CIVIL FOR

CONTINUATION

WCO

124 GPM

4" SD

124 GPM

4" ORD-1

1,612 SQFT

62 GPM 4" RD-1

1,612 SQFT

62 GPM

4" SD

124 GPM

4" SD

124 GPM

4" SD

124 GPM

4" RD-1

650 SQFT

25 GPM

4" RD-1

1370 SQFT

53 GPM

4" SD

25 GPM

4" SD

78 GPM

78 GPM

6" SD

202 GPM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:5

P

M

P202

PLUMBING RISER DIAGRAM - STORM

DRAINAGEStone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

NO SCALE

1 PLUMBING RISER DIAGRAM - STORM DRAINAGE

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer

PROVIDE 2" 'GAP-CAP' MODEL 8500 TO

MAINTAIN THE REQUIRED DRAIN CONNECTION

AIR GAP. (COORDINATE EXACT DIMENSION)

QUICK CONNECTION FITTING PIPED

DOWN TO 'GAP-CAP' ASSEMBLY,

COLDER MODEL HFC12 OR EQUAL.

CIRCUIT SETTER VALVE BALANCED

EACH TO PROVIDE APPROXIMATELY 1.0 GPM (TYPICAL)

3/4"NON-POTABLE WATER

FOR TRAP PRIMERS

ATTACH QUICK CONNECTION FITTING, COLDER

MODEL NS6 OR EQUAL, TO STAINLESS PIPE.

PIPING TEE CONNECTION WITH 1/2"

ISOLATION VALVE INSIDE CABINET

11/2"VENT

2"C.I. SANITARY PIPE

2"PVC TRAP WITH

WALL ACCESS PANEL

1/2"CONNECTION TO TAILPIECE

FOR TRAP PRIMER SYSTEM

MECHANICAL CONTRACTOR TO VERIFY

SUPPORT SPACING WITH SITE CONDITIONS

1/2"NON-POTABLE

TRAP PRIMER PIPE

1" NON-POTABLE WATER

LOOP PIPING (FLOW UPWARD)

PROVODE STAINLESS STEEL WALL

BOXES DESIGNED TO FIT BETWEEN 16" STUDS.

BOXES EACH WITH STAINLESS PIANO

HINGE AND FULL FRONT COVER WITH CYLINDER

LOCK. LABEL BOXES WITH BLACK LETTERING

ON EXTERIOR ON COMPLETION.

PIPE SLEEVE WITH FIRE

CAULKING THROUGH FLOOR

BACK-TO-BACK BOXES TO

BE IN ADJACENT STUD SPACES

"A

F F

A T

T O

P

"A

F F

A T

T O

P

FRONT VIEWSIDE VIEW

1"FLANGE

DETERMINE DEPTH NEEDED

FOR SERVICE VALVE (3.5"-4.5")

RETURN FLANGE AS REQUIRED

8-1/2"INSIDE BOX

8- 1/

2"

IN

S

ID

E B

O X

CYLINDER LOCK AND

EXAMPLE #1 (FLUSH MOUNT)

SECURITY HASP

1" NON-POTABLE WATER

LOOP PIPING (FLOW DOWNWARD)

SPRINKLER RISER

BUTTERFLY

VALVE WITH

TAMPER

SWITCH

CHECK VALVE

TO WET PIPE FIRE

SPRINKLER

SYSTEM.

FLOW SWITCH

PRESSURE GAUGE

TEST VALVE

AND

DRAIN

PRESSURE

RELIEF

VALVE

BALL VALVE WITH

LATCH LOCK

(TYPICAL) THERMOMETER

TW

CEILING

CW

HW

WALL

TW

FLOOR

VENT

WASTE

UNION

(TYPICAL) THERMOSTATIC

MIXING VALVE

CHECK VALVE

(TYPICAL)

APPROVED PANNING

MATERIAL

CONNECT

PIPING TO

DRAIN BODY.

SEE PLANS

FOR SIZE.

SEE PLANS

FOR TYPE

18"

18" WITH 1/2"

SLOPE

NOTES:

1. MAINTAIN 1/4" AIR GAP

BETWEEN SURFACE AND

SUB-SURFACE DRAIN

(NOT IN CONTRACT).

H O

T W

A

TE

R

C O

LD

W

A T E

R

FLOOR

MOP BASIN

WALL FAUCET

THRU

WALL

JANITOR SINK FAUCET

ACCESSIBLE

CHECK VALVES

ABOVE CEILING

COLD WATER

IN WALL

THRU

WALL

EXPOSED

BACKFLOW

PREVENTOR

INSTALLED

AT MAXIMUM

5'-0" A.F.F

NOTES:

1. PIPE LABEL SHALL INCLUDE DETAILS OUTLINED IN DIVISION 21, 22, 23 SPECIFICATIONS.

2. LABELS SHALL BE LOCATED IMMEDIATELY AT BOTH SIDES OF A WALL.

PIPE LABEL PIPE LABEL

P

IP

E L

A B

E L

P

IP

E L

A B

E L

' M

A X

IM

U

M

PIPE LABEL

25' MAXIMUM

FLOOR

WALL

NOTES:

1. SET DRAINS AT INSULATION HEIGHT. VERIFY HEIGHT AND TYPE OF INSULATION.

ROOFING

MATERIAL

FLASHING

PRESSURE

TREATED WOOD

BLOCKING

STEEL DECK

DECK CLAMP

SEE PLAN FOR

PIPE SIZES

INSULATION

INSULATION

BASE

STOP VALVE

(TYPICAL)

STAINLESS STEEL

FLEX HOSE (TYPICAL)

THERMOMETER

EYEWASH/FAUCET

THERMOSTATIC

MIXING VALVE

COUNTER TOP

ANGLE STOP

VALVE

(TYPICAL)

FAUCET

COUNTER TOP

HOT

COLD

COLD

MIXED

ASSE 1070 THERMOSTATIC

MIXING VALVE, INLET CHECKS

AND SCREENS, MOUNT MIXING

VALVE TO MAINTAIN

ACCESIBILITY TO TEMPERATURE

ADJUSTMENT SCREW

FAUCET SUPPLIES

(RIGID OR FLEX)

STRAIGHT

STOP VALVE

INLINE CHECK, CHICAGO

243.315.AB.1 OR EQUAL

3/8" HOT WATER

BYPASS, CHROME

PLATED COPPER

TUBE

COLD

WATER

SUPPLY

VENT PIPE

WASTE PIPE

P-TRAP

BALL VALVE

(TYPICAL)

VENT PIPE

BACKFLOW PREVENTER

FILTERED WATER TO

ICE/COFFEE MAKER

WALL CASEWORK

WATER FILTER PROVIDED

BY OWNER AND INSTALLED

BY PLUMBING CONTRACTOR

DRAIN FROM ICE/COFFEE MAKER

FLOOR

TOE KICK ATTACHED TO

CABINET WITH 3/4" GAP

ABOVE FLOOR

LOCATE FLOOR SINK AS FAR

BACK IN CABINET SPACE AS

POSSIBLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:5

P

M

P300

PLUMBING DETAILS

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

NO SCALE

1 WET SPRINKLER SYSTEM ZONE CONTROL ASSEMBLY DETAIL

NO SCALE

2 EYEWASH PIPING DETAIL

NO SCALE

3 FLOOR DRAIN DETAIL

NO SCALE

5 MOP SINK PIPING DETAIL

NO SCALE

6 PIPE LABEL DETAIL

NO SCALE

7 ROOF DRAIN DETAIL

NO SCALE

8 EYEWASH/FAUCET PIPING DETAIL

NO SCALE

9 TYPICAL LAVATORY AND SINK SUPPLY DETAIL

NO SCALE

10 DIALYSIS CABINET WATER DRAIN BOX ASSEMBLY DETAIL

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

NO SCALE

4 ICE/COFFEE SUPPLY AND FLOOR DRAIN DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:5

P

M

P400

PLUMBING SCHEDULES

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

PLUMBING FIXTURE SCHEDULE

MECHANICAL (224200, 224223, 224300)

FIXTURE

TAG

FIXTURE

DESCRIPTION MOUNTING ADA FIXTURE TRIM STOP TRAP CARRIER

WASTE

(IN)

TRAP

(IN)

VENT

(IN)

CW

(IN)

HW

(IN) MECHANICAL NOTES

P-101 WATER CLOSET WALL YES AMERICAN STANDARD AFWALL

2257.103, VITREOUS CHINA, WALL

HUNG, ELONGATED BOWL, TOP SPUD,

1.6 GPF.

SLOAN FLUSHOMETER MODEL UPPERCUT WES 111,

1.6/1.1 GPF LOW CONSUMPTION, ANGLE STOP, 1"IPS,

TOP SPUD, SANIGUARD HANDLE, POLISHED CHROME.

ADA EXPOSED DUAL FLUSH VALVE, 1.6 GPF AND 1.0

GPF.

INTEGRAL ANGLE STOP ON FLUSH

VALVE.

INTEGRAL COMMERCIAL GRADE, ADJUSTABLE,

FLOOR MOUNTED WITH SHORT FEET.

4 NA 2 1 NA ELONGATED, WHITE, OPEN FRONT LESS COVER, WITH STAINLESS STEEL

SELF-SUSTAINING CHECK HINGE. ADA EXPOSED DUAL FLUSH VALVE, 1.6 GPF AND 1.0

GPF.

P-102 BARI WATER

CLOSET

WALL YES ACORN 2105BAR-ADA-EG

WHITE-HSBJ-MC-FV80-8L-T-1, FRONT

WALL MOUNT 1.6 GPM SIPHON JET TOP

SPUD BARIATRIC WATER CLOSET OF

HEAVY GAUGE TYPE 304 STAINLESS

STEEL, ELONGATED BOWL WITH

INTEGRAL TOILET SEAT WITH

SANITARY HIGH WHITE POLISH FINISH

AND MOUNTING PLATE.

SLOAN FLUSHOMETER MODEL UPPERCUT WES 111,

1.6/1.1 GPF LOW CONSUMPTION, ANGLE STOP, 1"IPS,

TOP SPUD, SANIGUARD HANDLE, POLISHED CHROME.

ADA EXPOSED DUAL FLUSH VALVE, 1.6 GPF AND 1.0

GPF.

INTEGRAL ANGLE STOP ON FLUSH

VALVE.

INTEGRAL COMMERCIAL GRADE, ADJUSTABLE,

FLOOR MOUNTED WITH SHORT FEET.

4 NA 2 1 NA HINGED WHITE SEAT WITH OPEN FRONT, LESS COVER. EXPOSED FLUSH VALVE, BEDPAN

WASHER, 1.6 GPH. STAINLESS STEEL RECESSED COLD WATER SUPPLY AND WASTE

HOSE BOX.

P-401 LAVATORY INTEGRAL YES SOLID SURFACE COUNTERTOP WITH

INTEGRAL BOWL BY OTHERS.

CHICAGO FAUCET 895-317GN2AE36ABCP, DECK

MOUNTED FAUCET WITH GOOSENECK SPOUT,

WRISTBLADE HANDLES, 4" CENTERS, CERAMIC DISC

CARTRIDGES, 1020-034KJKABNF LAMINAR FLOW

CONTROL ASSEMBLY IN BASE OF SPOUT.

McGUIRE 155A, PERFORATED GRID STRAINER AND TAIL PIECE. McGUIRE H2165CC, 1/2" x 3/8" HEAVY SUPPLIES

WITH HANDLE STOPS.

McGUIRE PW 2150 WC, PRE-WRAPPED OFFSET

DRAIN AND 1-1/2" P-TRAP WITH REDUCING SLIP

NUT, TAIL-PIECE COVER, (2) SUPPLY COVERS

AND CHROME ESCUTCHEON.

NA 1-1/2 1-1/4 1-1/2 1/2 1/2 PROVIDE CHICAGO FAUCETS 131-FMAB THERMOSTATIC MIXING VALVE. LOCATE BELOW

LAVATORY. PROVIDE MOLDED COVERING FOR WATER AND WASTE PIPING EQUAL TO

TRUEBRO "LAV GUARD 2". PROVIDE McGUIRE CAST BRASS CHROME PLATED TAILPIECE

& OPEN GRID STRAINER, ALL METAL PARTS TREATED INSIDE & OUTSIDE WITH

SANIGUARD.

P-402 BARI LAVATORY INTEGRAL YES SOLID SURFACE COUNTERTOP WITH

INTEGRAL BOWL BY OTHERS.

CHICAGO FAUCET 895-317GN2AE36ABCP, DECK

MOUNTED FAUCET WITH GOOSENECK SPOUT,

WRISTBLADE HANDLES, 4" CENTERS, CERAMIC DISC

CARTRIDGES, 1020-034KJKABNF LAMINAR FLOW

CONTROL ASSEMBLY IN BASE OF SPOUT.

McGUIRE 155A, PERFORATED GRID STRAINER AND TAIL PIECE. McGUIRE H2165CC, 1/2" x 3/8" HEAVY SUPPLIES

WITH HANDLE STOPS.

McGUIRE PW 2150 WC, PRE-WRAPPED OFFSET

DRAIN AND 1-1/2" P-TRAP WITH REDUCING SLIP

NUT, TAIL-PIECE COVER, (2) SUPPLY COVERS

AND CHROME ESCUTCHEON.

NA 1-1/2 1-1/4 1-1/2 1/2 1/2 PROVIDE CHICAGO FAUCETS 131-FMAB THERMOSTATIC MIXING VALVE. LOCATE BELOW

LAVATORY. PROVIDE MOLDED COVERING FOR WATER AND WASTE PIPING EQUAL TO

TRUEBRO "LAV GUARD 2". PROVIDE McGUIRE CAST BRASS CHROME PLATED TAILPIECE

& OPEN GRID STRAINER, ALL METAL PARTS TREATED INSIDE & OUTSIDE WITH

SANIGUARD.

P-501 SINGLE BOWL SINK COUNTER -

DROP IN

NO ELKAY LR-1919, SINGLE

COMPARTMENT, 18 GAUGE, TYPE 304

SELF-RIMMING STAINLESS STEEL SINK,

19-1/2" x 19" O.A., 7-1/2" DEEP.

CHICAGO FAUCETS 786-XK-E29-CP, DECK MOUNTED

FAUCET WITH RIGID GOOSENECK SPOUT,

1020-034KJKABNF LAMINAR FLOW CONTROL

ASSEMBLY IN BASE OF SPOUT, WRISTBLADE

HANDLES, 8" CENTERS AND CERAMIC DISC

CARTRIDGES.

McGUIRE LK-18, PERFORATED GRID STRAINER AND TAIL PIECE. McGUIRE H2165CC 1/2" x 3/8" HEAVY SUPPLIES

WITH WHEEL HANDLE STOPS.

McGUIRE 8912, 1-1/2", 17 GAUGE, C.P. CAST

BRASS P-TRAP WITH CLEANOUT PLUG.

NA 1-1/2 1-1/2 1-1/2 1/2 1/2 PROVIDE CHICAGO FAUCETS 131-FMAB THERMOSTATIC MIXING VALVE. LOCATE BELOW LAVATORY. PROVIDE McGUIRE CAST BRASS CHROME PLATED TAILPIECE & OPEN GRID

STRAINER, ALL METAL PARTS TREATED INSIDE & OUTSIDE WITH SANIGUARD.

P-502 LAVATORY WALL NO AMERICAN STANDARD LUCERNE

0355.012, 20"X18" VITREOUS CHINA

LAVATORY WITH 4" FAUCET CENTERS.

CHICAGO FAUCETS 8452-TE64VPABCP EYEWASH

FAUCET, DECK MOUNTED, GOOSENECK SPOUT WITH

INDEPENDENTLY OPERATED EYEWASH, 4" CENTERS,

WRISTBLADE HANDLES, CERAMIC CARTRIDGE, 1.0

GPM LAMINAR FLOW OUTLET, POLISHED CHROME,

PUSH HANDLE EYEWASH ACTIVATION,

THERMOSTATIC MIX

ELKAY LK-35B, STAINLESS STEEL

CONICAL STRAINER BASKET WITH FLEX

STEM RUBBER STOPPER AND

STAINLESS STEEL TAILPIECE.

McGUIRE 8912, 1-1/2", 17 GAUGE, C.P. CAST

BRASS P-TRAP WITH CLEANOUT PLUG.

FLOOR MOUNTED, CONCEALED

ARMS, LEVELING AND SECURING

SCREWS, STRUCTURAL UPRIGHTS

AND WELDED FEET.

1-1/2 1-1/2 1-1/2 1/2 1/2 PROVIDE CHICAGO FAUCETS 131-FMAB THERMOSTATIC MIXING VALVE. McGUIRE H2165CC, 1/2" x 3/8" HEAVY SUPPLIES WITH WHEEL HANDLE STOPS.

P-503 MOP BASIN FLOOR NA CRANE/FIAT MSB 2424 MOP SERVICE

BASIN, 24" X 24" X 10" DEEP, MOLDED

STONE, STAINLESS STEEL DRAIN WITH

COMBINATION DOME STRAINER & LINT

BASKET.

CHICAGO FAUCET 782-ISCP-E27, CONCEALED FITTING

WALL FAUCET WITH INTEGRAL STOP ARMS, PAIL

HOOK WITH WALL BRACE, AND APPROVED OUTLET

VACUUM BREAKER WITH 3/4" HOSE THREAD OUTLET,

CHROME PLATE FINISH.

ACCESSIBLE CHECK VALVES &

SHUTOFFS ON HOT & COLD SUPPLIES.

3" 'P' TRAP NA 3 3 1-1/2 3/4 3/4 31" REINFORCED RUBBER HOSE WITH BRASS COUPLING ON ONE END, SPRING LOADED

HOSE HOLDER. HIGH IMPACT RIGID VINYL BUMPERS ON EXPOSED EDGES. STAINLESS (3)

MOP, MOP HANGER. TWO 12" HIGH, 20 GAUGE, TYPE 304 STAINLESS STEEL PANELS &

CORNER BRACKET FOR 24" x 36" CORNER.

P-601 ELECTRONIC WATER

COOLER

WALL YES ELKAY LZ8WSSSMC, WALL MOUNTED

STAINLESS STEEL BOTTLE FILLING

STATION, WATER SYSTEM FREE OF

LEAD CONTAINING BRASS PARTS,

CAPACITY AT 8 GPH OF 50 DEGREES F

WATER IN AMBIENT TEMPERATURE OF

90 DEGREES F, VINYL CLAD CABINET,

COLOR AS SELECTED BY ARCHITECT.

- McGUIRE QUARTER TURN BRASS BALL

VALVE POLISHED CHROME PLATED

CAST BRASS ANGLE VALVE KITS,

LOOSE KEY, FLEXIBLE RISERS,

ESCUTCHEON.

McGUIRE 8872, PVC 1-1/4" P-TRAP. NA 1-1/2 1-1/2 1-1/2 1/2 1/2 McGUIRE H2165CC, ANGLE SUPPLY STOP WITH TUBE RISER, AND WHEEL HANDLE.

P-701 SHOWER WALL YES NA CHICAGO FAUCET SH-TP4-00-024, THERMOSTATIC

AND PRESSURE BALANCING MIXING VALVE WITH

INTEGRAL SERVICE STOPS AND ADJUSTABLE HOT

WATER LIMIT STOP, AND CERAMIC VOLUME

CONTROL WITH AUTO-DRAIN. (2) 34" STAINLESS

STEEL HOSES WITH AUTO-DRAIN FITTING, 2.5 GPM

HAND SPRAY WITH PAUSE CONTROL, 36" VERTICAL

ADA GRAB BAR WITH HAND SPRAY HOLDER, WALL

CONNECTION AND FLANGE. CHICAGO FAUCETS

600-ACP SHOWER HEAD, SHOWER ARM, AND WALL

FLANGE KIT.

INTEGRAL NA NA 2" FD-C NA NA 1/2 1/2 PROVIDE SAFING PER CODE UNLESS SPECIFICALLY DETAILED OR SPECIFIED IN OTHER

CONTRACT DIVISIONS.

P-708 EMERGENCY EYE

AND FACE WASH

WALL YES CHICAGO FAUCETS 8401-NF WALL

MOUNTED EYE/FACE WASH WITH PUSH

PADDLE HANDLE, HIGH-FLOW

AERATED WATER SPRAY, SAFETY

SIGN, AND MAINTENANCE CARD.

- McGUIRE QUARTER TURN BRASS BALL

VALVE POLISHED CHROME PLATED

CAST BRASS STRAIGHT VALVE KITS,

LOOSE KEY.

McGUIRE 8912, 1-1/2", 17 GAUGE, C.P. CAST

BRASS P-TRAP WITH CLEANOUT PLUG.

NA 2 1-1/2 2 1/2 1/2 PROVIDE THERMOSTATIC MIXING VALVE AND 1/2" TEMPERED WATER PIPING TO

EYEWASH FITTING.

P-801 WALL FAUCET WALL NA WOODFORD MODEL 17 WALL FAUCET

3/4" MALE HOSE THREAD NOZZLE.

- INTEGRAL NA NA - - - 1/2 - -

P-802 DIALYSIS BOX WALL NA ACORN 8196-SFI RECESSED DIALYSIS

SUPPLY AND WASTE BOX, 316

STAINLESS STEEL, CONCEALED HINGE

DOOR WITH KEYED LOCK, PVC VALVE

AND HOSE CONNECTION, (2) KEYS.

NA NA 2" 'P' TRAP NA 2 2 1-1/2 3/4 - COORDINATE LOCATION & MOUNTING HEIGHT OF WALL BOX WITH EQUIPMENT

REQUIREMENTS.REFER TO DIALYSIS BOX DETAIL FOR ADDITIONAL REQUIREMENTS.

MECHANICAL NOTES:

1. 8" INLET AND 4" OUTLET.

FLOOR DRAIN SCHEDULE

MECHANICAL (221319)

EQUIPMENT

TAG SIZE (IN) MANUFACTURER

MODEL

NUMBER

MECHANICAL

NOTES

FD-B SEE PLAN JOSAM 32200-AE -

FD-C SEE PLAN JOSAM 30000-6A -

FD-W SEE PLAN ZURN Z1870-51-NH 1

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

MECHANICAL NOTES:

1. COATED CAST IRON WITH LARGE SUMP, BOTTOM OUTLET, ADJUSTABLE EXTENSION (-AE), DECK CLAMP ASSEMBLY (-1), ALUMINUM DOME (-26), INTERNAL WATERGUARD (-16).

2. COATED CAST IRON WITH LARGE SUMP, BOTTOM OUTLET, ADJUSTABLE EXTENSION (-AE), DECK CLAMP ASSEMBLY (-1), ALUMINUM DOME (-26).

3. COORDINATE BODY WITH EXISTING STRUCTURAL CONDITIONS TO HAVE EITHER STRAIGHT OR 45 DEGREE THREADED OUTLET.

4. MOUNT OVERFLOW PARAPET DRAIN 2" HIGHER THAN ADJACENT ROOF DRAIN (RD-2) AND MODIFY ROOF INSULATION TO COMPENSATE FOR ELEVATION DIFFERENCE.

ROOF AND OVERFLOW DRAIN SCHEDULE

MECHANICAL (221423)

EQUIPMENT

TAG SIZE (IN) MANUFACTURER MODEL NUMBER MECHANICAL NOTES

ORD-1 SEE PLAN JOSAM 21500-AE-1-26-16 1

ORD-2 SEE PLAN JOSAM 24700-45 (-T) 3,4

RD-1 SEE PLAN JOSAM 21500-AE-1-26 2

RD-2 SEE PLAN JOSAM 24700-45 (-T) 3

R E

F.

R E

F.

Tectonic Copyright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

KEY NOTES:

GENERAL NOTES:

1 11

1 1

1 1 1 1

1 1

C

D

E

G

292827262524232221201918

M200

1 REMOVE DIFFUSER/GRILLE AND DEMOLISH DUCTWORK BACK TO

POINTS INDCATED AND CAP.

REMOVE REHEAT COIL AND DEMOLISH BACK TO POINT INDICATED

AND CAP.

DEMOLISH 12X12 ABANDONED EXHAUST DUCT DOWN TO 6TH FLOOR

CEILING AND CAP.

DEMOLISH 14X6 UP TO FLOOR ABOVE.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

COORDINATE ALL DUCTWORK ROUTING WITH ALL OTHER TRADES TO

ENSURE ADEQUATE CLEARANCES FOR PLUMBING, ELECTRICAL

CONDUIT, STRUCTURAL SUPPORTS, PIPING, ETC. ANY UNAVOIDABLE

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER. PROVIDE ALL OFFSETS AND TRANSITIONS AS

REQUIRED FOR A CLEAN INSTALLATION WITH ADEQUATE SERVICE

ACCESSIBILITY.

SUPPORT ALL DUCTWORK DIRECTLY TO STRUCTURE. DO NOT

SUPPORT ANY DUCTS FROM DUCTWORK, CONDUIT, OR OTHER PIPING.

UNLESS NOTED OTHERWISE, ALL TAKE-OFFS TO VAV BOXES SHALL BE

THE SAME SIZE AS THE VAV INLET CONNECTION.

UNLESS NOTED OTHERWISE, ALL TAKE-OFFS TO DIFFUSERS, GRILLES

AND REGISTERS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK OR

GRILLE/REGISTER CONNECTION.

ALL FIRE, SMOKE, AND COMBINATION FIRE/SMOKE DAMPERS INSTALLED

IN SHAFT WALLS SHALL BE INSTALLED TO ALLOW FOR SERVICE OF

THEIR FUSABLE LINK/ACTUATOR PER FACILITY STANDARDS. ANY

CONFLICTS WHICH WILL PREVENT ACCESS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND/OR ENGINEER.

MECHANICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL CEILING

PLANS FOR LOCATIONS OF GYPSUM BOARD. DO NOT INSTALL VALVES,

VRF TERMINAL UNITS, SENSORS, OR DAMPERS ABOVE GYPSUM BOARD

CEILINGS WITHOUT ARDCHITECT APPROVAL OF ACCESS PANELS.

MECHANICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL CEILING

PLANS FOR LOCATIONS OF GYPSUM BOARD CEILINGS AND BULKHEADS.

ADJUST PIPE AND DUCT THAT RUN PARALLEL TO BULKHEAD FRAMING

TO BE EITHER OUTSIDE OF FRAMING OR BETWEEN FRAMING.

MECHANICAL CONTRACTOR SHALL COORDINATE WITH GENERAL

CONTRACTOR FOR MODIFIED BULKHEAD FRAMING WHERE EXISTING

AND NEW PIPING AND DUCT WILL CAUSE INTERFERENCE.

PROVIDE EACH NEW SUPPLY DIFFUSER/GRILLES WITH A SINGLE BLADE

TAKE-OFF DAMPER WITH QUADRANT LOCKING DEVISE. PERFORM ALL

BALANCING OF NEW DIFFUSERS THROUGH THOSE TAKE-OFF DAMPERS.

ALL NEW RETURN/EXHAUST GRILLES WILL BE PROVIDED WITH

OPPOSED BLADE BALANCING DAMPERS POSITIONED UPSTREAM PAST A

MINIMUM OF ONE TRANSITION FOR SOUND ABATEMENT. BALANCING

ANY DIFFUSERS/GRILLES USING INTEGRAL DAMPERS WILL NOT BE AN

APPROVED METHOD OF BALANCING.

CONTRACTOR TO KEEP ACCURATE REDLINES OF ALL AS-BUILT

CONDITIONS TO TURN OVER TO ARCHITECT/ENGINEER AT COMPLETION

OF PROJECT TO INCORPORATE INTO FINAL RECORD SET.

NORTH

KEY PLAN - B-WING OVERALL

B

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:2

P

M

MHD170

LEVEL 7 - DEMOLITION HVAC PLAN

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

1/8" = 1'-0"

1 LEVEL 7 - DEMOLITION HVAC PLAN

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer

C

D

E

G

2827262524232221201918

TT

T T

2 2

14x8

CAP

1 PERFORM AIRFLOW PREREADINGS FOR REBALANCING AFTER FINAL

CONNECTIONS. REMOVE AND REINSTALL EXHAUST GRILLES AND

DEMOLISH ASSOCIATED DUCTWORK BACK TO MAIN AND CAP.

2 PERFORM AIRFLOW PREREADINGS FOR REBALANCING AFTER FINAL

CONNECTIONS. REMOVE AND REINSTALL SUPPLY DIFFUSERS AND

DEMOLISH ASSOCIATED DUCTWORK BACK TO MAIN AND CAP.

DEMOLISH 14X6 EXHAUST FROM BELOW BACK TO MAIN AND CAP.

DEMOLISH EXHAUST DUCT UP TO EXHAUST FAN FOR THE

RELOCATION OF THE FAN.

COORDINATE ALL DUCTWORK ROUTING WITH ALL OTHER TRADES TO

ENSURE ADEQUATE CLEARANCES FOR PLUMBING, ELECTRICAL

CONDUIT, STRUCTURAL SUPPORTS, PIPING, ETC. ANY UNAVOIDABLE

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER. PROVIDE ALL OFFSETS AND TRANSITIONS AS

REQUIRED FOR A CLEAN INSTALLATION WITH ADEQUATE SERVICE

ACCESSIBILITY.

SUPPORT ALL DUCTWORK DIRECTLY TO STRUCTURE. DO NOT

SUPPORT ANY DUCTS FROM DUCTWORK, CONDUIT, OR OTHER PIPING.

UNLESS NOTED OTHERWISE, ALL TAKE-OFFS TO VAV BOXES SHALL BE

THE SAME SIZE AS THE VAV INLET CONNECTION.

UNLESS NOTED OTHERWISE, ALL TAKE-OFFS TO DIFFUSERS, GRILLES

AND REGISTERS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK OR

GRILLE/REGISTER CONNECTION.

ALL FIRE, SMOKE, AND COMBINATION FIRE/SMOKE DAMPERS INSTALLED

IN SHAFT WALLS SHALL BE INSTALLED TO ALLOW FOR SERVICE OF

THEIR FUSABLE LINK/ACTUATOR PER FACILITY STANDARDS. ANY

CONFLICTS WHICH WILL PREVENT ACCESS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND/OR ENGINEER.

MECHANICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL CEILING

PLANS FOR LOCATIONS OF GYPSUM BOARD. DO NOT INSTALL VALVES,

VRF TERMINAL UNITS, SENSORS, OR DAMPERS ABOVE GYPSUM BOARD

CEILINGS WITHOUT ARDCHITECT APPROVAL OF ACCESS PANELS.

MECHANICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL CEILING

PLANS FOR LOCATIONS OF GYPSUM BOARD CEILINGS AND BULKHEADS.

ADJUST PIPE AND DUCT THAT RUN PARALLEL TO BULKHEAD FRAMING

TO BE EITHER OUTSIDE OF FRAMING OR BETWEEN FRAMING.

MECHANICAL CONTRACTOR SHALL COORDINATE WITH GENERAL

CONTRACTOR FOR MODIFIED BULKHEAD FRAMING WHERE EXISTING

AND NEW PIPING AND DUCT WILL CAUSE INTERFERENCE.

PROVIDE EACH NEW SUPPLY DIFFUSER/GRILLES WITH A SINGLE BLADE

TAKE-OFF DAMPER WITH QUADRANT LOCKING DEVISE. PERFORM ALL

BALANCING OF NEW DIFFUSERS THROUGH THOSE TAKE-OFF DAMPERS.

ALL NEW RETURN/EXHAUST GRILLES WILL BE PROVIDED WITH

OPPOSED BLADE BALANCING DAMPERS POSITIONED UPSTREAM PAST A

MINIMUM OF ONE TRANSITION FOR SOUND ABATEMENT. BALANCING

ANY DIFFUSERS/GRILLES USING INTEGRAL DAMPERS WILL NOT BE AN

APPROVED METHOD OF BALANCING.

CONTRACTOR TO KEEP ACCURATE REDLINES OF ALL AS-BUILT

CONDITIONS TO TURN OVER TO ARCHITECT/ENGINEER AT COMPLETION

OF PROJECT TO INCORPORATE INTO FINAL RECORD SET.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

NORTH

KEY PLAN - B-WING OVERALL

B

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

C :\U se rs

\to ny m \D oc um en ts

\2

M D

In P at

B

M

_t on y.

m iz uh at a.

rv t

5/

/2

6:

:3

P

M

MHD180

LEVEL 8 - DEMOLITION HVAC PLAN

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

1/8" = 1'-0"

1 LEVEL 8 - DEMOLITION HVAC PLAN

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer

S D

1 REMOVE EXHAUST FAN SERVING 8TH FLOOR TO NEW PENTHOUSE

ROOF. SEE M192 FOR RELOCATION OF SALVAGED FAN. COORDINATE

WITH GENERAL CONTRACTOR FOR WEATHERPROOF PATCHING OF

REMAINING OPENING.

DISCONNECT EXHAUST DUCTWORK AT ROOF TO COORDINATE WITH

INSTALLATION OF NEW PENTHOUSE. PREPARE REMAINING

DUCTWORK FOR NEW CONNECTION, SEE M191 FOR RECONNECTION.

DISCONNECT SUPPLY DUCTWORK AT ROOF TO COORDINATE WITH

INSTALLATION OF NEW PENTHOUSE. PREPARE REMAINING

DUCTWORK FOR NEW CONNECTION, SEE M191 FOR RECONNECTION.

DISCONNECT RETURN DUCTWORK AT ROOF TO COORDINATE WITH

INSTALLATION OF NEW PENTHOUSE. PREPARE REMAINING

DUCTWORK FOR NEW CONNECTION, SEE M191 FOR RECONNECTION.

REMOVE EXHAUST FAN SERVING 8TH FLOOR TO NEW PENTHOUSE

ROOF. SEE MH190 FOR RELOCATION OF SALVAGED FAN.

COORDINATE WITH GENERAL CONTRACTOR FOR WEATHERPROOF

PATCHING OF REMAINING OPENING.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

COORDINATE ALL DUCTWORK ROUTING WITH ALL OTHER TRADES TO

ENSURE ADEQUATE CLEARANCES FOR PLUMBING, ELECTRICAL

CONDUIT, STRUCTURAL SUPPORTS, PIPING, ETC. ANY UNAVOIDABLE

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER. PROVIDE ALL OFFSETS AND TRANSITIONS AS

REQUIRED FOR A CLEAN INSTALLATION WITH ADEQUATE SERVICE

ACCESSIBILITY.

SUPPORT ALL DUCTWORK DIRECTLY TO STRUCTURE. DO NOT

SUPPORT ANY DUCTS FROM DUCTWORK, CONDUIT, OR OTHER PIPING.

UNLESS NOTED OTHERWISE, ALL TAKE-OFFS TO VAV BOXES SHALL BE

THE SAME SIZE AS THE VAV INLET CONNECTION.

UNLESS NOTED OTHERWISE, ALL TAKE-OFFS TO DIFFUSERS, GRILLES

AND REGISTERS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK OR

GRILLE/REGISTER CONNECTION.

ALL FIRE, SMOKE, AND COMBINATION FIRE/SMOKE DAMPERS INSTALLED

IN SHAFT WALLS SHALL BE INSTALLED TO ALLOW FOR SERVICE OF

THEIR FUSABLE LINK/ACTUATOR PER FACILITY STANDARDS. ANY

CONFLICTS WHICH WILL PREVENT ACCESS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND/OR ENGINEER.

MECHANICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL CEILING

PLANS FOR LOCATIONS OF GYPSUM BOARD. DO NOT INSTALL VALVES,

VRF TERMINAL UNITS, SENSORS, OR DAMPERS ABOVE GYPSUM BOARD

CEILINGS WITHOUT ARDCHITECT APPROVAL OF ACCESS PANELS.

MECHANICAL CONTRACTOR SHALL REVIEW ARCHITECTURAL CEILING

PLANS FOR LOCATIONS OF GYPSUM BOARD CEILINGS AND BULKHEADS.

ADJUST PIPE AND DUCT THAT RUN PARALLEL TO BULKHEAD FRAMING

TO BE EITHER OUTSIDE OF FRAMING OR BETWEEN FRAMING.

MECHANICAL CONTRACTOR SHALL COORDINATE WITH GENERAL

CONTRACTOR FOR MODIFIED BULKHEAD FRAMING WHERE EXISTING

AND NEW PIPING AND DUCT WILL CAUSE INTERFERENCE.

PROVIDE EACH NEW SUPPLY DIFFUSER/GRILLES WITH A SINGLE BLADE

TAKE-OFF DAMPER WITH QUADRANT LOCKING DEVISE. PERFORM ALL

BALANCING OF NEW DIFFUSERS THROUGH THOSE TAKE-OFF DAMPERS.

ALL NEW RETURN/EXHAUST GRILLES WILL BE PROVIDED WITH

OPPOSED BLADE BALANCING DAMPERS POSITIONED UPSTREAM PAST A

MINIMUM OF ONE TRANSITION FOR SOUND ABATEMENT. BALANCING

ANY DIFFUSERS/GRILLES USING INTEGRAL DAMPERS WILL NOT BE AN

APPROVED METHOD OF BALANCING.

CONTRACTOR TO KEEP ACCURATE REDLINES OF ALL AS-BUILT

CONDITIONS TO TURN OVER TO ARCHITECT/ENGINEER AT COMPLETION

OF PROJECT TO INCORPORATE INTO FINAL RECORD SET.

C

D

E

G

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EF

NORTH

KEY PLAN - B-WING OVERALL

B

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD

A/E:

STAMPCONSULTANTS

o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:

2550 UNIVERSITY AVE. W. SUITE 423-S

ST. PAUL, MN 55114

651.251.7570

50 SOUTH 6TH ST UNIT 1100

MINNEAPOLIS, MN 55402

612.465.7550

380 ST. PETER ST. UNIT 600

ST. PAUL, MN 55102

651.222.3701

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MHD190

PENTHOUSE - DEMOLITION HVAC

PLANStone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA Madison Renovate Inpatient Ward

7B

2500 Overlook Terrace, Madison, WI 53705

05/17/24 JRG TMM

100% CONSTRUCTION

DOCUMENTS

SGA #231919

VA #607-22-101

05/17/24

1/8" = 1'-0"

1 PENTHOUSE - DEMOLITION HVAC PLAN

Name

Date Reg. No.

Jason R. Gottwalt, P.E.

41360

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer

R E

F.

R E

F.

Tectonic Copyright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

KEY NOTES:

GENERAL NOTES:

T

T

T

T T T T

T

T T

T

T T T

T

T

T

T T

T

TTT

T

TT

T

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292827262524232221201918

1 DEMOLISH FAN COIL UNIT. DEMOLISH CONTROLS AND ASSOCIATED

THERMOSTAT. BRANCH PIPING WITHIN WALL TO REMAIN.

DEMOLISH REHEAT COIL AND DEMOLISH ASSOCIATED PIPING BACK

TO MAINS AND CAP.

DEMOLISH UNIT HEATER AND DEMOLISH ASSOCIATED PIPING BACK

TO MAINS AND CAP.

DISCONNECT 6" LOW PRESSURE STEAM PIPE FROM PRESSURE

REDUCING STATION. DEMOLISH 6" LPS DOWN TO LEVEL 5.

DISCONNECT 6" LOW PRESSURE STEAM PIPES GOING DOWN.

DEMOLISH 6" LOW PRESSURE STEAM UP TO PENTHOUSE. CAP PIPING

GOING DOWN AT THE FLOOR AND ABANDON REMAINING PIPING.

DEMOLISH SECTION OF DEAD END 5" CHILLED WATER PIPING TO

CLEAR PATH FOR NEW STEAM PIPING PENETRATIONS THROUGH

WALL. REFER TO DRAWING MP190 FOR NEW PIPE ROUTING. CAP

END OF PIPE AND REPAIR INSULATION COVERING AS REQUIRED.

DEMOLISH 6" LOW PRESSURE STEAM UP AND DOWN.

A.

B.

C.

D.

E.

F.

G.

H.

I.

MECHANICAL CONTRACTOR WILL BE RESPONSIBLE TO REVIEW

ACCESSIBILITY TO AREAS OUTSIDE THE CONSTRUCTION LIMITS TO

DETERMINE APPROXIMATE AMOUNT OF OVERTIME REQUIRED TO

PERFORM ALL MECHANICAL WORK INDICATED. COORDINATION OF

SCHEDULES WITH ADJACENT DEPARTMENTS AND CLEANING OF ALL

DEBRIS AFTER EACH WORK SHIFT SHOULD BE ASSUMED IN THE BASE

BID SCOPE.

ANY MAJOR OUTAGES INDICATED ON THESE DRAWINGS SHALL BE

SCHEDULED TO BE PERFORMED AFTER NORMAL BUSINESS HOURS OR

DURING WEEKEND PERIODS TO MINIMIZE DISRUPTION.

COORDINATE ALL NEW PIPE ROUTING WITH ALL OTHER TRADES TO

ENSURE ADEQUATE CLEARANCES FOR DUCTWORK, ELECTRICAL

CONDUIT, STRUCTURAL SUPPORTS, PIPING, ETC. ANY UNAVOIDABLE

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER. PROVIDE ALL OFFSETS AND TRANSITIONS AS

REQUIRED FOR A CLEAN INSTALLATION.

SUPPORT ALL PIPING DIRECTLY TO STRUCTURE. DO NOT SUPPORT

ANY PIPING FROM DUCTWORK, CONDUIT, OR OTHER PIPING.

WHERE MECHANICAL SYSTEMS TO REMAIN ARE DAMAGED, OR

DISTURBED, DURING THE COURSE OF CONSTRUCTION THE

CONTRACTOR WILL BE RESPONSIBLE TO DEMOLISH DAMAGED

PORTIONS

AND INSTALL NEW PRODUCTS OF EQUAL QUALITY AND FUNCTIONALITY.

ALL EXISTING PIPING THROUGH NEW FIRE RATED WALLS SHALL BE

FIRE SEALED AS REQUIRED.

UNLESS NOTED OTHERWISE, HEATING WATER SUPPLY AND RETURN

PIPING TAKE-OFFS TO REHEAT COILS OR RADIANT PANELS SHALL BE

3/4" DIAMETER. HEATING WATER SUPPLY AND RETURN PIPING TAKE-

OFFS SHALL BE FROM OFF THE TOP OF MAIN WHERE POSSIBLE.

PROVIDE 1/2" DRAIN VALVE AT NEW HEATING WATER SUPPLY AND

RETURN PIPE LOW POINTS, DOWNSTREAM OF ISOLATION VALVES.

THE MECHANICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORD

DRAWINGS SHOWING ALL DISCREPANCIES…