S02 SOW_Att2b 21014 Tomah Replace Chemical Analyzer - Bid Drawings 676-20-004 _2 of 3.pdf

FIRE PROTECTION SYMBOLS, ABBREVIATIONS, SCHEDULES & SHEET INDEX

POINT OF CONNECTION

PIPE CAP

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

KEY NOTE

REVISION TAG

PIPING SYSTEMS:

FIRE PROTECTION PIPING

NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS INDICATED HERE ARE USED IN THE

DRAWINGS AND MAY NOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE

INDICATED IN THE DRAWINGS.

DETAIL REFERENCE

TOP DESIGNATES DETAIL

NUMBER BOTTOM

DESIGNATES SHEET NUMBER

SECTION REFERENCE

TOP DESIGNATES SECTION

NUMBER BOTTOM

DESIGNATES SHEET NUMBER

P1.10

P1.10

NOTE:

(E) PRIOR TO SYSTEM TYPE DENOTES EXISTING PIPING

POINT OF DISCONNECTION

FIRE PROTECTION WETFP

D DRAIN

GENERAL PIPING:

TO BE DEMOLISHED

NEW WORK

EXISTING

FIRE PROTECTION SYMBOLS

GENERAL SYMBOLS

SPRINKLER HEAD SCHEDULE

SYMBOL TYPE FINISH

TEMP. RATING

(F)

DESCRIPTION

TEMPERATURE

CLASSIFICATION

SEMI-RECESSED CHROME 135-170 QUICK RESPONSE, ADJUSTABLE ESCUTCHEON ORDINARY

GENERAL NOTES

1. CONFORM TO ALL REQUIREMENTS OF THE BUILDING AND MECHANICAL CODES,

VA REQUIREMENTS, AND OTHER APPLICABLE REGULATIONS FOR THE PROJECT.

2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BID AND

CONSTRUCTION.

3. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE AND

DELAYS.

4. PROVIDE ACCESS PANELS FOR ALL ITEMS UNDER THIS SECTION REQUIRING

SERVICING, INSPECTION, MAINTENANCE AND ADJUSTMENT.

5. OMISSIONS: IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE

A COMPLETE INSTALLATION. SHOULD THERE BE OMISSIONS, THE CONTRACTOR

SHALL CALL THE ATTENTION OF THE CONTRACTING OFFICER TO SUCH

OMISSIONS.

6. THE INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE INDUSTRY

STANDARDS UNLESS SPECIFICALLY NOTED OTHERWISE.

7. ADDITIONAL WORK: THE DESIGN IS BASED ON EQUIPMENT AS DESCRIBED IN

THE DRAWINGS. ANY CHANGE IN ELECTRICAL, WIRING, CONDUIT,

CONNECTIONS, PIPING, CONTROLS, AND OPENINGS REQUIRED BY ALTERNATE

EQUIPMENT SPECIFIED AND SUBMITTED AND APPROVED SHALL BE PAID FOR BY

THIS CONTRACTOR.

8. PRODUCT DELIVERY, STORAGE AND HANDLING: FURNISH NEW FIXTURES,

MATERIALS AND ACCESSORIES BEARING THE MANUFACTURER’S

IDENTIFICATION. COORDINATE DELIVERIES TO AVOID INTERFERENCE OF

CONSTRUCTION AND DELAYS. PROTECT PRODUCTS DURING DELIVERY,

STORAGE, INSTALLATION, AND THE REMAINDER OF THE CONSTRUCTION

PERIOD AFTER INSTALLATION.

9. PREPARATION: VISIT THE WORK SITE AND BECOME FULLY AWARE OF ALL

EXISTING CONDITIONS. INVESTIGATE THE CONTRACT DOCUMENTS AND MAKE

PROPER PROVISIONS TO AVOID INTERFERENCE OR CONSTRUCTION DELAYS.

FURNISH OTHER TRADES WITH INFORMATION TO PROPERLY LOCATE AND SIZE

OPENINGS IN THE STRUCTURE REQUIRED FOR THIS WORK. FURNISH ANCHOR

BOLTS, SLEEVES, INSERTS AND SUPPORT REQUIRED FOR THIS WORK.

10. INSTALLATION: PERFORM WORK USING PERSONNEL SKILLED IN THE TRADE

INVOLVED. PROVIDE COMPETENT SUPERVISION. FURNISH NEW MATERIALS, AND

ACCESSORIES BEARING THE MANUFACTURER'S IDENTIFICATION, AND

CONFORMING TO THE RECOGNIZED COMMERCIAL STANDARDS.

11. FIELD QUALITY CONTROL: TEST SYSTEMS IN ACCORDANCE WITH APPLICABLE

STANDARDS, CODES AND MANUFACTURER'S RECOMMENDATIONS. PERFORM

TESTS IN THE PRESENCE OF GOVERNMENT REPRESENTATIVE.

12. CLEANING AND ADJUSTING: AT THE COMPLETION OF THE WORK, ALL PARTS OF

THE INSTALLATION SHALL BE THOROUGHLY CLEANED. PIPE, VALVES, AND

FITTINGS SHALL BE CLEANSED OF GREASE, METAL CUTTINGS, AND SLUDGE

THAT MAY HAVE ACCUMULATED BY OPERATION OF THE SYSTEM FOR TESTING

ANY STOPPAGE OR DISCOLORATION OR OTHER DAMAGE TO PARTS OF THE

BUILDING, ITS FINISH, OR FURNISHINGS. FAILURE TO PROPERLY CLEAN THE

PIPING SYSTEM DUE TO THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTRACTOR WITHOUT COST TO THE OWNER.

13. SPRINKLER HEADS TO BE LOCATED IN THE CENTER OF THE CEILING TILE.

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

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P F

P V

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A n a ly z e r

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F001

FIRE PROTECTION GENERAL

INFORMATION

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW MK

BID DOCUMENTS

FULLY SPRINKLERED

21014

FIRE PROTECTION ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

BFF BELOW FINISHED FLOOR

BOP BOTTOM OF PIPE

BOS BOTTOM OF STRUCTURE

BHP BRAKE HORSEPOWER

BLDG BUILDING

CI CAST IRON

CL CENTER LINE

DIA DIAMETER

DN DOWN

DWG DRAWING

EA EACH

EC ELECTRICAL CONTRACTOR

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EJ EXPANSION JOINT

°F DEGREES FAHREHEIT

FP FIRE PROTECTION

FPC FIRE PROTECTION CONTRACTOR

FEC FOOD EQUIPMENT CONTRACTOR

FT FOOT OR FEET

GAL GALLON

GPM GALLON PER MINUTE

GC GENERAL CONTRACTOR

HTR HEATER

HP HORSE POWER

HC HVAC CONTRACTOR

HG MERCURY

IE INVERT ELEVATION

LBS POUNDS

MBH 1000 BRITISH THERMAL UNITS/HOUR

MAX MAXIMUM

MECH MECHANICAL

MTR METER

MEZZ MEZZANINE

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

PC PLUMBING CONTRACTOR

PVC POLYVINYL CHLORIDE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PRELIM PRELIMINARY

PRESS PRESSURE

PS PRESSURE SWITCH

RPM REVOLUTIONS PER MINUTE

RI ROUGH-IN

SF SQUARE FEET

STRUCT STRUCTURAL/STRUCTURE

TS TAMPER SWITCH

TEMP TEMPERATURE

VB VACUUM BREAKER

(X) EXISITNG

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

CONSTRUCTION DOCUMENTS 95% 23 NOV 2021

BID DOCUMENTS 22 DEC 2021

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

B C D E F

A

1.5

OFFICE

OFFICE

CLEAN

WORK RM

2055B

OFFICE

WAITING

WARD

DROP

BLOOD

DRAW

BLOOD

DRAW

SPECIMEN

PROC

DRUG TEST

TLT

STORAGE

CORRIDOR

SPECIMEN

TLT

SPECIMEN

TLT

CORRIDOR

STAIR

STAIR #7

CLINICAL

LABORATORY

SOILED

UTILITY

DRUG

TESTCLEAN

SUPPLY

CORRIDOR

STAFF TLT

BLOOD

DRAW

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

RECEPTION

WAITING

STAIR #7

B C D E F

A

1.5

CLINICAL

LABORATORY

3 3

SPECIMEN

TLT

SPECIMEN

TLT

SOILED

UTILITY

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

FRIDGE

STORAGE

SOILED

UTILITY

2055C

RECEIVING

2055D

STORAGE

2055E

DRUG TEST

2049H

DRUG TEST

TLT

2049I

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

2052 STAFF TLT

WAITING

CLEAN

SUPPLY

DROP OFF

STAIR #8

S8

BLOOD

DRAW

B C D E

F

A

1.5

STAIR #7

S7

BLOOD

DRAW

2049D

BLOOD

DRAW

2049B

BLOOD

DRAW

2049C

BLOOD

DRAW

2049A

CORRIDOR

CLINICAL

LABORATORY

SPECIMEN

PROCESSING

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

KEYNOTES - DEMOLITION PLAN#

1. EXISTING FP SYSTEM RISER AND ZONE VALVE.

2. COORDINATE EXISTING SPRINKLER LOCATION WITH

TEMPORARY CONSTRUCTION BARRIER WITH G.C.

3. REMOVE SPRINKLER TO ACCOMMODATE NEW WORK.

1. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR AND

ARCHITECT PRIOR TO FRAMING.

2. UNLESS NOTED OTHERWISE SPRINKLERS SHOWN ARE EXISTING.

GENERAL NOTES - DEMOLITION PLAN

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIDE STARC SYSTEMS

FIRE BLOCK WALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

P F

P V

A T o m a h C h e m

A n a ly z e r

F

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/2

/2

:2

:4

P

M

FD102

SECOND FLOOR PLAN, FIRE PROT.

DEMO, PHASES 0-2

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW MK

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE PROTECTION - PHASE 0

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE PROTECTION - PHASE 1

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE PROTECTION - PHASE 2

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

FRIDGE

STORAGE

SOILED

UTILITY

2055C

STORAGE

2055E

DRUG TEST

2049H

DRUG TEST

TLT

2049I

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

RECEPTION

WAITING

WAITING

CLEAN

SUPPLY

DROP OFF

BLOOD

DRAW

STAIR #7

S7

4 4 4

B C D E F

A

1.5

CLINICAL

LABORATORY

CORRIDOR

2055A

GLASS

WASH

STAFF

TLT

CORRIDOR

OC26

BLOOD

DRAW

2049B

2049A

BLOOD

DRAW

2049C

BLOOD

DRAW

RECEIVING

2055D x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

FRIDGE

STORAGE

SOILED

UTILITY

2055C

STORAGE

2055E

DRUG TEST

2049H

DRUG TEST

TLT

2049I

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

STORAGE

2047A

WAITING

2050 RECEPTION

CLEAN

SUPPLY

DROP OFF

BLOOD

DRAW

B C D E F

A

1.5

STAIR #7

S7

STAIR #8

S8

CORRIDOR

OC26

BLOOD

DRAW

2049B

BLOOD

DRAW

2049D

CLINICAL

LABORATORY

CORRIDOR

STAFF TLT

SPECIMEN

PROCESSING

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

RECEIVING

2055D x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

B C D E F

A

1.5

WARD

DROP

BLOOD

DRAW

2049C BLOOD

DRAW

2049D

STORAGE

CORRIDOR

WAITING

WARD

DROP

CLINICAL

LABORATORY

CORRIDOR

STAIR #7

S7

OFFICE

2055B

SOILED

UTILITY

2055C

OFFICE

OFFICE

CLEAN

WORK RM

RECEPTION

CORRIDOR

OC26

BLOOD

DRAW

2049B

DRUG

TEST

2057A

DRUG TEST

TLT

2057B

SPECIMEN

PROC

2055D

CLEAN

SUPPLY

STAFF TLT

SPECIMEN

TLT

2049F SPECIMEN

TLT

2049G

GLASS

WASH

2055A

KEYNOTES - FLOOR PLAN

1. EXISTING FP SYSTEM RISER AND ZONE VALVE.

2. COORDINATE EXISTING SPRINKLER LOCATION WITH TEMPORARY

CONSTRUCTION BARRIER WITH G.C.

3. REMOVE SPRINKLER TO ACCOMMODATE NEW WORK.

4. NEW SPRINKLER. MODIFY PIPING AS REQUIRED.

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIDE STARC SYSTEMS

FIRE BLOCK WALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

1. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR AND

ARCHITECT PRIOR TO FRAMING.

2. UNLESS NOTED OTHERWISE SPRINKLERS SHOWN ARE EXISTING.

GENERAL NOTES - NEW CONSTRUCTION PLAN

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

P F

P V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:2

:3

P

M

F102

SECOND FLOOR PLAN, FIRE

PROTECTION, PHASES 0-2

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW MK

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE PROTECTION - PHASE 1

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE PROTECTION - PHASE 2

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE PROTECTION - PHASE 0 0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

FIRE ALARM GENERAL NOTES

1. FIRE ALARM SYSTEM AND COMPONENTS SHALL MEET THE FOLLOWING CODES:

a. NFPA 13 – STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEM.

b. NFPA 14 – STANDARD FOR INSTALLATION OF STANDPIPE SYSTEM.

c. NFPA 20 – STANDARD FOR INSTALLATION OF A FIRE PUMP.

d. NFPA 70 – NATIONAL ELECTRICAL CODES.

e. NFPA 72 – NATIONAL FIRE ALARM CODE.

f. NFPA 90A – STANDARD FOR THE INSTALLATION OF AIR CONDITIONING.

g. NFPA 101 – LIFE SAFETY CODE.

h. VA STANDARDS, SPECIFICATION 28 31 00

i. ANSI S3.41 AUDIBLE EMERGENCY EVACUATION.

2. FIRE ALARM SYSTEM SHALL COMPLY WITH FACTORY MUTUAL RESEARCH CORPORATION (FM).

3. ALL FIRE ALARM CABLING SHALL BE IN CONDUIT. CONDUIT SHALL BE FACTORY PAINTED RED.

4. THE CONTRACTOR IS RESPONSIBLE FOR TESTING THE EXISTING FIRE ALARM SYSTEM IN THE

AREA OF WORK AND ADJACENT AREA FULLY, PRIOR TO THE START OF WORK. AND

DEFICIENCIES OR NON-OPERATIONAL COMPONENTS OF THE FIRE ALARM SYSTEM SHALL BE

BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER AT THAT TIME. UPON

COMPLETION OF THE WORK, THE AFFECTED AREA OF THE WORK AND ADJACENT AREA SHALL

BE FULLY TEST AGAIN AT 100%. ANY PORTION OF THE FIRE ALARM SYSTEM WHICH IS NON-

FUNCTIONAL OR NON-COMPLIANT WITHIN THE AREA OF WORK OR ADJACENT SPACES AT

THAT TIME, SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER/PROJECT.

5. THE EXISTING FIRE ALARM VENDOR CONTRACTOR (SILENT NIGHT) SHALL TERMINATE, TEST AND

PROGRAM ALL NEW FIRE ALARM DEVICES. COORDINATE WITH COR.

6. CONNECT ALL SPRINKLER DEVICES TO THE FIRE ALARM SYSTEM. THIS IS NOT LIMITED TO FLOW

OR TAMPER SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR.

7. CONNECT ALL ELECTROMAGNETIC DOOR HOLD OPEN DEVICES TO THE FIRE ALARM SYSTEM.

COORDINATE WITH DOOR HARDWARE CONTRACTOR.

8. PROVIDE RELAY CONTROL MODULES FOR PACS. COORDINATE WITH PACS CONTRACTOR AND

COR.

B

S

H

R

SMOKE DETECTOR

HEAT DETECTOR

BEAM DETECTOR

BEAM DETECTOR REFLECTOR

FL

CM

FLAME DETECTOR

CARBON MONOXIDE DETECTOR

FFP

FACP

FAAP

SVA

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

FIRE FIGHTERS PHONE

SMOKE VOICE ALARM

FSD

EOL

FAN SHUT DOWN & DUCT DETECTOR

END OF LINE RESISTOR

D BEAM DETECTOR REFLECTOR CM

MM

CONTROL MODULE

MONITOR MODULE

SD

TS

SMOKE DAMPER

TAMPER SWITCH

FS FLOW SWITCH

FI FAULT ISOLATION MODULE

WALL MOUNTED HORN

WALL MOUNTED STROBE

WALL MOUNTED HORN/STROBE

CEILING MOUNTED HORN

CEILING MOUNTED STROBE

CEILING MOUNTED HORN/STROBE

ABBREVIATIONS

CD - CANDELA

IO - IONIZATION

PE - PHOTOELECTRIC

ROR - RATE OF RISE

FIRE ALARM

F

F

F

F

F

WALL MOUNTED MASS NOTIFICATION

CENTRAL ALARM SPEAKER/STROBE CEILING MOUNTED

M

M

F FIRE ALARM PULL STATION

DH DOOR HOLDER

F

EXISTING FIRE ALARM

CONTROL PANEL

S

H

CMMM

SD

TSFS

F

EXISTING

EXISTING 120V

CONNECTION

F TO ADDITIONAL

INITIATING DEVICES

(EXISTING)

TO ADDITIONAL

FIRE ALARM DEVICES

(EXISTING)

DHTO ADDITIONAL

INDICATING

APPLIANCES

NOTES:

1. ALL FIRE ALARM WIRING SHALL BE IN EMT CONDUIT, FACTORY PAINTED RED.

2. ALL WIRING SHALL BE RECOMMENDED BY MFG

3. PROVIDE NEW DEVICES TO MATCH EXISTING (HONEYWELL), SEE FA103.

4. PROVIDE ZONE ADAPTER MODULES TO CONNECT NON ADDRESSABLE DEVICES SUCH

FLOW AND TAMPER SWITCHES, DOOR HOLD-OPEN DEVICES AND CONTROL SIGNALS.

5. PROVIDE POWER SUPPLY OLNAC (NOTIFICATION APPLIANCE CIRCUIT) PANEL AS REQUIRED

FOR ADDITIONAL DEVICES.

6. PROVIDE ADDITIONAL POWER AMPLIFIERS FOR SPEAKERS AS REQUIRED.

7. EXISTING SILENT NIGHT FACP TO REMAIN.

8. PROVIDE ADDITIONAL POWER SUPPLIES AS REQUIRED FOR DOOR HOLD OPEN DEVICES.

ELEVATOR SMOKE DETECTOR*

*SMOKE DETECTORS, OTHER THAN DUCT SMOKE DETECTORS, SHALL NOTIFY BUILDING OCCUPANTS.

**THOSE DOORS THAT ARE REQUIRED TO BE TIED TO THE FIRE ALARM SYSTEM SUCH AS DELAYED EGRESS AND ACCESS

CONTROLLED DOORS.

a - DO NOT PROVIDE DUCT DETECTORS IN DEDICATED (100%) EXHAUST FANS.

FIRE ALARM SYSTEM INPUT/OUTPUT MATRIX

INPUT DEVICE

1.

N

O T

IF

Y

S T

A F

MANUAL PULL STATION

SPRINKLER WATERFLOW/PRESSURE SWITCH

WATER CONTROL VALVE TAMPER

AREA SMOKE DETECTOR*

DOOR RELEASE SMOKE DETECTOR*

OUTPUT

2.

N

O T

IF

Y

F

IR

E

D

P A

R T

M E

N T

3.

I

N

IT

IA

T

S U

P E

R V

IS

O

R Y

S

IG

N A

L

O

A

4- H

O U

R

M

N N

E D

P O

IN

T

F

IM

M

E D

IA

S P

O N

S E

4.

C

L O

S

O C

IA

T

E D

S M

O K

B

R R

IE

R

D O

O R

S

N

H

E F

L O

O R

5.

C

L O

S E

D A

M P

E

N

F A

N P

R O

X

IM

A

D E

T E

C T

O R

6.

S

H U

T D

O W

N

IR

N D

L E

R S

E R

V E

D B

Y

E D

E T

E C

T O

R

7.

R

E C

A L

L E

L E

V A

T O

R

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 202116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

E le c V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:4

:1

A

M

F011

FIRE ALARM GENERAL

INFORMATION

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 MS ZN

BID DOCUMENTS

FULLY SPRINKLERED

21014

NOT TO SCALE

FIRE ALARM RISER

Revisions: Date:

35% SCHEMATIC DESIGN 6 OCT 2021

65% DESIGN DEVELOPMENT 29 OCT 2021

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BUILDING 400

AREA OF

WORK

KEY PLAN - NTS

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1.5

B C D E F

A GENERAL NOTES - NEW FIRE ALARM PLAN

A. EXISTING FIRE ALARM DEVCES IN LAB 2055 ARE EXISTING TO

REMAIN. FIRE ALARM DEVICE LAYOUT MAY BE MODIFIED TO

ACCOUNT FOR CONSTRUCTION BARRIERS.

B. EXISTING FIRE ALARM DEVICES IN BLOOD DRAW AREA TO BE

REMOVED. NEW DEVICES TO BE INSTALLED IN ACCORDANCE

WITH NEW ROOM LOAYOUTS.

C. ASSUMPTION IS THAT LAB 2055 AND ADJACNET AREAS ARE 1 FIRE

ALARM ZONE.

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B C D E F

A

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIE STARC SYSTEMS

FIREBLOCKWALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 202116

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FD112

SECOND FLOOR DEMOLITION

PLAN, FIRE ALARM, PHASES 0-3

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 MS ZN

BID DOCUMENTS

FULLY SPRINKLERED

21014

NORTH

0' 4' 8' 16'

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE ALARM - PHASE 0

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE ALARM - PHASE 1

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE ALARM - PHASE 2

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, FIRE ALARM - PHASE 3 0' 4' 8' 16'

NORTH

Revisions: Date:

65% DESIGN DEVELOPMENT 29 OCT 2021

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BUILDING 400

AREA OF

WORK

KEY PLAN - NTS

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1.5

B C D E F

A

NEW SMOKE DETECTORS FOR AREAS WHERE

SPRINKLER SYSTEM IS BEING MODIFIED.

CONTRACTOR TO INSTALL DUST COVER CAPS ON

SMOKE DETECTORS DURING WORKING HOURS AND

REMOVE THEM OVER NIGHT. CONTRACTOR TO

REMOVE SMOKE DETECTORS UPON COMPLETION OF

PHASE AND RELOCATE TO NEXT PHASE.

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

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A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

B C D E F

A

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIE STARC SYSTEMS

FIREBLOCKWALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 202116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

E le c V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:4

:2

A

M

F112

SECOND FLOOR PLAN, FIRE

ALARM, PHASES 0-3

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 MS ZN

BID DOCUMENTS

FULLY SPRINKLERED

21014

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE ALARM - PHASE 0

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE ALARM - PHASE 1

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE ALARM - PHASE 2

1/8" = 1'-0"

SECOND FLOOR PLAN, FIRE ALARM - PHASE 3

Revisions: Date:

35% SCHEMATIC DESIGN 6 OCT 2021

65% DESIGN DEVELOPMENT 29 OCT 2021

PLUMBING FIXTURE SCHEDULE

P-103

WATER CLOSET (WALL-HUNG, ASME A112.19.2), ELONGATED BOWL, SIPHON JET, FLUSH VALVE

OPERATED, DUAL FLUSH OSCILLATING BIO-GUARD HANDLE, 1.1 GALLON/1.6 GALLON PER

FLUSH, WALL OUTLET, TOP INLET SPUD. TOP OF SEAT SHALL BE 18 INCHES ABOVE FINISHED

FLOOR.

SEAT: 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.

FITTINGS AND ACCESSORIES, GASKETS-NEOPRENE; BOLTS WITH CHROMIUM PLATED CAPS

NUTS AND WASHERS AND CARRIER.

FLUSH VALVE: LARGE CHLORAMINES RESISTANT DIAPHRAGM, SEMI-RED BRASS VALVE BODY,

EXPOSED CHROME PLATED, DUAL FLUSH NON-HOLD OPEN ADA APPROVED SIDE OSCILLATING

HANDLE 1 INCH SCREWDRIVER BACK CHECK ANGLE STOP WITH VANDAL RESISTANT CAP,

ADJUSTABLE TAILPIECE, A HIGH BACK PRESSURE VACUUM BREAKER, SPUD COUPLING FOR

1-1/2 INCHES TOP SPUD, WALL AND SPUD FLANGES, SOLID-RING PIPE SUPPORT, AND SWEAT

SOLDER ADAPTER WITH COVER TUBE AND SET SCREW WALL FLANGE. VALVE BODY, COVER,

TAILPIECE AND CONTROL STOP SHALL BE IN CONFORMANCE WITH ASTM ALLOY

CLASSIFICATION FOR SEMI-RED BRASS. SEAT BUMPERS SHALL BE INTEGRAL PART OF FLUSH

VALVE. SET CENTERLINE OF INLET 11-1/2 INCHES ABOVE SEAT.

P-418

LAVATORY: EXISTING/RELOCATED. SET WITH RIM 34 INCHES ABOVE FINISHED FLOOR.

FAUCET: SOLID CAST BRASS CONSTRUCTION, RIGID GOOSENECK SPOUT WITH OUTLET 5" TO 6"

ABOVE FLOOD RIM LEVEL OF SINK. PROVIDE LAMINAR FLOW CONTROL DEVICE. ELECTRONIC

SENSOR OPERATED, PLUG-IN TRANSFORMER, BACK-CHECK VALVES, SOLID BRASS HOT-COLD

WATER MIXER ADJUSTED FROM TOP DECK. ALL CONNECTING WIRING BETWEEN

TRANSFORMER, SOLENID VALVE, AND SENSOR SHALL BE CUT TO LENGTH WITH NO EXCESS

HANGING OR WRAPPED UP WIRING ALLOWED. FLOW SHALL BE LIMITED TO 0.5 GPM

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

PLATED. PROVIDE COVER PER A.D.A 4-19.4.

STOPS: ANGLE TYPE. PROVIDE COVER PER A.D.A 4-19.4.

TRAP: CAST COPPER ALLOY, 1 1/2 INCHES BY 1 1/4 INCHES P-TRAP. ADJUSTABLE WITH

CONNECTED ELBOW AND 17 GAUGE TUBING EXTENSIONS TO WALL. EXPOSED METAL TRAP

SURFACE AND CONNECTION HARDWARE SHALL BE CHROME PLATED WITH A SMOOTH BRIGHT

FINISH. OFFSET TAILPIECE. SET TRAP PARALLEL TO WALL. PROVIDE COVER PER A.D.A 4-19.4.

P-531

SINK (CRS, SINGLE COMPARTMENT, COUNTER TOP, SENSOR CONTROL, ASME A112.19.2)

SELF-RIMMING, BACK FAUCET LEDGE, APPROXIMATE 25" BY 22" WITH SINGLE COMPARTMENT

INSIDE DIMENSIONS APPROXIMATELY 23" BY 16" BY 10" DEEP. SHALL BE MINIMUM 18 GAUGE

CRS.

FAUCET: SOLID CAST BRASS CONSTRUCTION, RIGID GOOSENECK SPOUT WITH OUTLET 7" TO 8"

ABOVE FLOOD RIM LEVEL OF SINK. PROVIDE LAMINAR FLOW CONTROL DEVICE. ELECTRONIC

SENSOR OPERATED, PLUG-IN TRANSFORMER, BACK-CHECK VALVES, SOLID BRASS HOT-COLD

WATER MIXER ADJUSTED FROM TOP DECK. ALL CONNECTING WIRING BETWEEN

TRANSFORMER, SOLENID VALVE, AND SENSOR SHALL BE CUT TO LENGTH WITH NO EXCESS

HANGING OR WRAPPED UP WIRING ALLOWED. FLOW SHALL BE LIMITED TO 1.5 GPM

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

PLATED.

STOPS: ANGLE TYPE.

TRAP: CAST COPPER ALLOY, 1 1/2 P-TRAP. ADJUSTABLE WITH CONNECTED ELBOW AND 17

GAUGE TUBING EXTENSIONS TO WALL. TRAP SURFACE AND CONNECTION HARDWARE SHALL

BE CHROME PLATED WITH A SMOOTH BRIGHT FINISH. OFFSET TAILPIECE. SET TRAP PARALLEL

TO WALL.

P-532

SINK (CRS, SINGLE COMPARTMENT, COUNTER TOP, WRIST CONTROL, ASME A112.19.2)

SELF-RIMMING, BACK FAUCET LEDGE, APPROXIMATE 25" BY 22" WITH SINGLE COMPARTMENT

INSIDE DIMENSIONS APPROXIMATELY 23" BY 16" BY 10" DEEP. SHALL BE MINIMUM 18 GAUGE

CRS.

FAUCET: SOLID CAST BRASS CONSTRUCTION, RIGID GOOSENECK SPOUT WITH OUTLET 7" TO 8"

ABOVE FLOOD RIM LEVEL OF SINK. PROVIDE LAMINAR FLOW CONTROL DEVICE, 4"

WRIST-BLADE TYPE HANDLES, CAST, FORMED OR DROP-FORGED COPPER ALLOW

CONSTRUCTION. FLOW SHALL BE LIMITED TO 1.5 GPM

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

PLATED.

STOPS: ANGLE TYPE.

TRAP: CAST COPPER ALLOY, 1 1/2 P-TRAP. ADJUSTABLE WITH CONNECTED ELBOW AND 17

GAUGE TUBING EXTENSIONS TO WALL. TRAP SURFACE AND CONNECTION HARDWARE SHALL

BE CHROME PLATED WITH A SMOOTH BRIGHT FINISH. OFFSET TAILPIECE. SET TRAP PARALLEL

TO WALL.

P-533

SINK: EXISTING/RELOCATED

FAUCET: EXISTING/RELOCATED

DRAIN: EXISTING/RELOCATED

STOPS: NEW ANGLE TYPE WITH NEW SUPPLIES.

TRAP: EXISTING/RELOCATED

PLUMBING SPECIALTIES

FD-C

MEDIUM DUTY (NON-TRAFFIC) FLOOR DRAIN SHALL COMPLY WITH ASME A112.6.3. FLOOR DRAIN SHALL HAVE A CAST IRON BODY, DOUBLE DRAINAGE PATTERN, CLAMPING DEVICE, LIGHT DUTY

NICKEL BRONZE ADJUSTABLE STRAINER WITH 6 INCH X 6 INCH SQUARE GRATE.

BFP-1

3/4" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, ASSE® LISTED 1013, EPOXY

COATED CAST IRON BODY, 1/4 TURN BALL VALVES AND INDIRECT WASTE FITTING. TOP ENTRY

ACCESS COVER FOR ACCESS TO INTERNALS.

N2: NITROGEN

N20: NITROGEN OXIDE

NC: NORMALLY CLOSED

NF: OIL FREE DRY (NITROGEN)

NG: NATURAL GAS

NIC: NOT IN CONTRACT

NO: NORMALLY OPEN

NOM: NOMINAL

NPTF: NATIONAL PIPE THREAD

FEMALE

NPS: NOMINAL PIPE SIZE

NPT: NOMINAL PIPE THREAD

NTS: NOT TO SCALE

O2: OXYGEN

OC: ON CENTER

OCAMES: REPLACED BY HEFP

OD: OUTSIDE DIAMETER

OR: OPERATING ROOM

OSD: OPEN SIGHT DRAIN

OS&Y: OUTSIDE STEM AND YOKE

OXY: OXYGEN

PA: PASCAL

PBPU: PREFABRICATED BEDSIDE

PATIENT UNITS

PD: PRESSURE DROP OR

DIFFERENCE

PDI: PLUMBING AND DRAINAGE

INSTITUTE

PG: PRESSURE GAUGE

PH: POWER OF HYDROGEN

PID: PROPORTIONAL-INTEGRAL-

DIFFERENTIAL

PLC: PROGRAMMABLE LOGIC

CONTROLLERS

PP: POLYPROPYLENE

PPB: PARTS PER BILLION

PPM: PARTS PER MILLION

PRV: PRESSURE REDUCING VALVE

PSI: POUNDS PER SQUARE INCH

PSIA: POUNDS PER SQUARE INCH

ATMOSPHERE

GAL: GALLON

GCO: GRADE CLEANOUTS

GPD: GALLONS PER DAY

GPH: GALLONS PER HOUR

GPM: GALLONS PER MINUTE

GPR: GAS PRESSURE

REGULATOR

GRS: GAS REGULATOR

STATION

GT: GREASE TRAP

GVTR: GAS VENT THROUGH

ROOF

H&CW: HOT AND COLD WATER

HB: HOSE BIBB

HD: HUB DRAIN

HDPE: HIGH DENSITY

POLYETHYLENE

HEFP: HEALTHCARE

ENVIRONMENT AND

FACILITIES PROGRAM

(REPLACEMENT FOR

OCAMES)

HEX: HEAT EXCHANGER

HG: MERCURY

HOA: HANDS-OFF-AUTOMATIC

HP: HORSEPOWER

HVE: HIGH VOLUME

EVACUATION

HW: HOT WATER

HWCP: HOT WATER

CIRCULATING PUMP

HWR: HOT WATER RETURN

HYD: HYDRANT

HZ: HERTZ

ID: INSIDE DIAMETER

IE: INVERT ELEVATION

INV: INVERT

IPC: INTERNATIONAL

PLUMBING CODE

IPS: IRON PIPE SIZE

JS: JANITOR'S SINK

KG: KILOGRAM

KPA: KILOPASCAL

KW: KILOWATT

KWH: KILOWATT HOUR

L: LAVATORY

LB: POUND

LBS/HR: POUNDS PER HOUR

LNG: LIQUID NATURAL GAS

L/MIN: LITERS PER MINUTE

L/S: LITERS PER SECOND

M: METER

MA: MEDICAL AIR

MAV: MEDICAL AIR VENT

MAX: MAXIMUM

MBH: 1000 BTU PER HOUR

MER: MECHANICAL

EQUIPMENT ROOM

MFG: MANUFACTURER

MG: MILLIGRAM

MG/L: MILLIGRAMS PER LITER

ML: MILLILITER

MM: MILLIMETER

MIN: MINIMUM

MV: MEDICAL VACUUM

W: WASTE

WAGD: WASTE ANESTHESIA

GAS DISPOSAL

WC: WATER CLOSET

WCO: WALL CLEANOUT

WG: WATER GAUGE

WH: WALL HYDRANT

WHA: WATER HAMMER

ARRESTOR

WOG: WATER, OIL, GAS

WPD: WATER PRESSURE DROP

WS: WASTE STACK

WSFU: WATER SUPPLY FIXTURE

UNITS

YCO: YARD CLEANOUT

YH: YARD HYDRANT

SAN: SANITARY SEWER

SCFM: STANDARD CUBIC FEET PER

MINUTE

SDI: SILT DENSITY INDEX

SDMH: STORM DRAIN MANHOLE

SF: SQUARE FEET

SH: SHOWER

SMACNA: SHEET METAL AND AIR

CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SPEC: SPECIFICATION

SPS: STERILE PROCESSING SERVICES

SQFT: SQUARE FEET

SS: STAINLESS STEEL

STD: STANDARD

SUS: SAYBOLT UNIVERSAL SECOND

SW: STORM WATER

SWP: STEAM WORKING PRESSURE

TCV: TEMPERATURE CONTROL VALVE

TD: TRENCH DRAIN

TDH: TOTAL DYNAMIC HEAD

TEFC: TOTALLY ENCLOSED FAN-COOLED

TEMP: TEMPERATURE

TFE: TETRAFLUOROETHYLENE

THERM: 100,000 BTU

THHN: THERMOPLASTIC HIGH-HEAT

RESISTANT NYLON COATED WIRE

THWN: THERMOPLASTIC HEAT & WATER

RESISTANT NYLON COATED WIRE

TMV: THERMOSTATIC MIXING VALVE

T/P: TEMPERATURE AND PRESSURE

TP: TRAP PRIMER

TSTAT: THERMOSTAT

TYP: TYPICAL

USDA: U.S. DEPARTMENT OF

AGRICULTURE

UR: URINAL

V: VENT/VOLT

VA: VETERANS ADMINISTRATION

VA CFM: VA CONSTRUCTION & FACILITIES

MANAGEMENT

VA CFM VA CFM CONSULTING SUPPORT

CSS: SERVICE

VAC: VACUUM

VAC: VOLTAGE IN ALTERNATING

CURRENT

VAMC: VETERANS ADMINISTRATION

MEDICAL CENTER

VA TIL: WWW.CFM.VA.GOV/TIL/INDEX.ASP

VHA: VETERANS HEALTH

ADMINISTRATION

VSD: VARIABLE SPEED DRIVE

VTR: VENT THROUGH ROOF

DB: DECIBELS

DB(A): DECIBELS (A WEIGHTED)

DDC: DIRECT DIGITAL

CONTROL

DFU: DRAINAGE FIXTURE

UNITS

DI: DIGITAL INPUT

DI: DEIONIZED WATER

DISS: DIAMETER INDEX

SAFETY SYSTEM

DN: DOWN/DIAMETER

NOMINAL

DO: DIGITAL OUTPUT

DOE: DEPARTMENT OF

ENERGY

DVD: DIGITAL VIDEO DISC

DW: DISHWASHER

DWG: DRAWING

DWV: DRAINAGE, WASTE AND

VENT

(E): EXISTING

ECC: ENGINEERING CONTROL

CENTER AKA BAS

EL: ELEVATION

EPA: ENVIRONMENTAL

PROTECTION AGENCY

EPACT: ENERGY POLICY ACT

EPDM: ETHYLENE PROPYLENE

DIENE MONOMER

EPT: ETHYLENE PROPYLENE

TERPOLYMER

ETO: ETHYLENE OXIDE

F: FAHRENHEIT

FAR: FEDERAL ACQUISITION

REGULATIONS

FCO: FLOOR CLEANOUT

FD: FLOOR DRAIN

FDC: FIRE DEPARTMENT

(HOSE) CONNECTION

FNPT: FEMALE NATIONAL PIPE

THREAD

FOP: FUEL OIL PUMP

FOR: FUEL OIL RETURN

FOS: FUEL OIL SUPPLY

FOV: FUEL OIL VENT

FPM: FLUOROELASTOMER

POLYMER

FS: FLOW SWITCH

FSK: FOIL-SCRIM-KRAFT

FACING

FSS: VA CONSTRUCTION &

FACILITIES

MANAGEMENT, FACILITY

STANDARDS SERVICE

FU: FIXTURE UNITS

ABS: ACRYLONITRILE BUTADIENE

STYRENE

AC: ALTERNATING CURRENT

ACR: AIR CONDITIONING AND

REFRIGERATION

A/E: ARCHITECT/ENGINEER

AFF: ABOVE FINISH FLOOR

AFG: ABOVE FINISH GRADE

AG: AIR GAP

AI: ANALOG INPUT

AISI: AMERICAN IRON AND STEEL

INSTITUTE

AO: ANALOG OUTPUT

ASHRAE: AMERICAN SOCIETY OF

HEATING REFRIGERATION, AIR

CONDITIONING ENGINEERS

ASJ: ALL SERVICE JACKET

ASME: AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

ASPE: AMERICAN SOCIETY OF

PLUMBING ENGINEERS

ASR: AUTOMATIC SPRINKLER RISER

AWG: AMERICAN WIRE GAUGE

BACNET: BUILDING AUTOMATION AND

CONTROL NETWORK

BAG: SILVER-COPPER-ZINC BRAZING

ALLOY

BAS: BUILDING AUTOMATION SYSTEM

BCUP: SILVER-COPPER-PHOSPHORUS

BRAZING ALLOY

BF: BOTTLE FILLER

BFP: REDUCED PRESSURE

BACKFLOW PREVENTER

BHP: BRAKE HORSEPOWER

BTU: BRITISH THERMAL UNIT

BTU/H: BRITISH THERMAL UNIT PER

HOUR

BSG: BOROSILICATE GLASS PIPE

C: CELSIUS

CD: COMPACT DISK

CDA: COPPER DEVELOPMENT

ASSOCIATION

CGA: COMPRESSED GAS

ASSOCIATION

CFM: CUBIC FEET PER MINUTE

CO: CLEANOUT

COR: CONTRACTING OFFICER'S

REPRESENTATIVE

CPVC: CHLORINATED POLYVINYL

CHLORIDE

CR: CHLOROPRENE

CRS: CORROSION RESISTANT STEEL

CV: CONTROL VALVE

CW: COLD WATER

CXA: COMMISSIONING AGENT

PSIG: POUNDS PER SQUARE

INCH GAUGE

PTFE: POLYTETRAFLUOROETHYLENE

PVC: POLYVINYL CHLORIDE

PVDF: POLYVINYLIDENE

FLUORIDE

PW: POTABLE WATER

RAD: RADIANS

RD: ROOF DRAIN

RO: REVERSE OSMOSIS

RPM: REVOLUTIONS PER

MINUTE

RTD: RESISTANCE

TEMPERATURE

DETECTORS

RTRP: REINFORCED

THERMOSETTING RESIN

PIPE

DOUBLE WYE

WYE

PLUMBING GENERAL INFORMATION

PIPE FITTINGS

FLANGE

UNION

POINT OF CONNECTION

PIPE CAP

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

GENERAL SYMBOLS

KEY NOTE

REVISION TAG

WATER PIPING SYSTEMS:

COLD WATER

HOT WATER

HOT WATER RETURN

DRAIN, WASTE AND VENT SYSTEMS:

PIPING SYSTEM LABELS

NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS INDICATED HERE ARE USED IN THE DRAWINGS AND MAY NOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE DRAWINGS.

ISOLATION VALVE

(NORMALLY CLOSED)

THERMOMETER

PRESSURE GAUGE

BALANCING VALVE

PIPE VALVES AND SPECIALTIES

LINE CONTINUATION BREAK

DETAIL REFERENCE

TOP DESIGNATES DETAIL NUMBER

BOTTOM

DESIGNATES SHEET NUMBER

SECTION REFERENCE

TOP DESIGNATES SECTION NUMBER

BOTTOM

DESIGNATES SHEET NUMBER

FCO

DRAINS AND CLEANOUTS

FLOOR DRAIN

HUB DRAIN

CLEANOUT

FLOOR CLEANOUT

CO

PIPELINE STRAINER

P1.10

P1.10

NOTE:

(E) PRIOR TO SYSTEM TYPE DENOTES EXISTING PIPING

GENERAL:

TO BE DEMOLISHED

POINT OF DISCONNECTION

D DRAIN

STORMST

SAN SANITARY

V VENT

ISOLATION VALVE

(NORMALLY OPEN)

ANCHOR

BALL VALVE

BUTTERFLY VALVE

NEW WORK

EXISTING

FLOW ARROW

PIPING ABBREVIATIONS

CLEARWATER WASTECWW

GENERAL NOTES

1. CONFORM TO ALL REQUIREMENTS OF THE BUILDING AND MECHANICAL

CODES, VA REQUIREMENTS, AND OTHER APPLICABLE REGULATIONS FOR

THE PROJECT.

2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BID AND

CONSTRUCTION.

3. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE

AND DELAYS.

4. PROVIDE ACCESS PANELS FOR ALL ITEMS UNDER THIS SECTION REQUIRING

SERVICING, INSPECTION, MAINTENANCE AND ADJUSTMENT.

5. OMISSIONS: IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO

PROVIDE A COMPLETE INSTALLATION. SHOULD THERE BE OMISSIONS, THE

CONTRACTOR SHALL CALL THE ATTENTION OF THE CONTRACTING OFFICER

TO SUCH OMISSIONS.

6. THE INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE INDUSTRY

STANDARDS UNLESS SPECIFICALLY NOTED OTHERWISE.

7. ADDITIONAL WORK: THE DESIGN IS BASED ON EQUIPMENT AS DESCRIBED IN

THE DRAWINGS. ANY CHANGE IN ELECTRICAL, WIRING, CONDUIT,

CONNECTIONS, PIPING, CONTROLS, AND OPENINGS REQUIRED BY

ALTERNATE EQUIPMENT SPECIFIED AND SUBMITTED AND APPROVED SHALL

BE PAID FOR BY THIS CONTRACTOR.

8. PRODUCT DELIVERY, STORAGE AND HANDLING: FURNISH NEW FIXTURES,

MATERIALS AND ACCESSORIES BEARING THE MANUFACTURER’S

IDENTIFICATION. COORDINATE DELIVERIES TO AVOID INTERFERENCE OF

CONSTRUCTION AND DELAYS. PROTECT PRODUCTS DURING DELIVERY,

STORAGE, INSTALLATION, AND THE REMAINDER OF THE CONSTRUCTION

PERIOD AFTER INSTALLATION.

9. PREPARATION: VISIT THE WORK SITE AND BECOME FULLY AWARE OF ALL

EXISTING CONDITIONS. INVESTIGATE THE CONTRACT DOCUMENTS AND

MAKE PROPER PROVISIONS TO AVOID INTERFERENCE OR CONSTRUCTION

DELAYS. FURNISH OTHER TRADES WITH INFORMATION TO PROPERLY

LOCATE AND SIZE OPENINGS IN THE STRUCTURE REQUIRED FOR THIS

WORK. FURNISH ANCHOR BOLTS, SLEEVES, INSERTS AND SUPPORT

REQUIRED FOR THIS WORK.

10. INSTALLATION: PERFORM WORK USING PERSONNEL SKILLED IN THE TRADE

INVOLVED. PROVIDE COMPETENT SUPERVISION. FURNISH NEW MATERIALS,

AND ACCESSORIES BEARING THE MANUFACTURER'S IDENTIFICATION, AND

CONFORMING TO THE RECOGNIZED COMMERCIAL STANDARDS.

11. FIELD QUALITY CONTROL: TEST SYSTEMS IN ACCORDANCE WITH

APPLICABLE STANDARDS, CODES AND MANUFACTURER'S

RECOMMENDATIONS. PERFORM TESTS IN THE PRESENCE OF GOVERNMENT

REPRESENTATIVE.

12. CLEANING AND ADJUSTING: AT THE COMPLETION OF THE WORK, ALL PARTS

OF THE INSTALLATION SHALL BE THOROUGHLY CLEANED. PIPE, VALVES,

AND FITTINGS SHALL BE CLEANSED OF GREASE, METAL CUTTINGS, AND

SLUDGE THAT MAY HAVE ACCUMULATED BY OPERATION OF THE SYSTEM

FOR TESTING ANY STOPPAGE OR DISCOLORATION OR OTHER DAMAGE TO

PARTS OF THE BUILDING, ITS FINISH, OR FURNISHINGS. FAILURE TO

PROPERLY CLEAN THE PIPING SYSTEM DUE TO THE CONTRACTOR SHALL BE

REPAIRED BY THE CONTRACTOR WITHOUT COST TO THE OWNER.

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

P F

P V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:2 :1

P

M

P001

PLUMBING GENERAL

INFORMATION

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW AS

BID DOCUMENTS

FULLY SPRINKLERED

21014Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

B C D E F

A

1.5

(E)1 1/2" V

(E)2" SAN

(E)4" SAN(E)4" SAN

(E)4" SAN

(E)2" SAN

PHASE 0

PHASE 1

(E)4" SAN

(E)2" SAN

PHASE 5

PHASE 5

(E)1 1/2" V

(E)2" SAN

(E)2"

(E)3" SAN

(E)2" SAN

(E)2"

(E)2" SAN

(E)1 1/2" V

(E)2" SAN

PHASE 1

PHASE 1

(E)2" SAN

(E)4" SAN

(E)4" SAN

(E)2"

(E)4" SAN 12

(E)4" SAN

(E)3" SAN

(E)2" SAN

(E)2" SAN

(E)4" SAN

(E)2" SAN

(E)2" SAN

PHASE 2

(E)2" SAN

(E)1 1/2"

PHASE 2

(E)4" SAN

(E)4" SAN

(E)2" SAN

(E)1/2" HW

(E)1/2" CW

(E)2" SAN(E)1 1/2" V 1

(E)4" SAN

SAN

SAN

(E)3" SAN

OFFICE

STAFF/PT.

TLT

SOILED UTIL

EXAM

NURSE

STATION

EXAM

EXAM

EXAM

INTERVIEW

CLEAN STOR OMNI CELL

OFFICE

PROVIDER

OFFICE

PROVIDER

EXAM

EXAM

OFFICE, R.N.

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM ISO

OFFICE, R.N.

KEYNOTES - DEMOLITION PLAN#

1. EXISTING FLOOR CLEANOUT ABOVE TO REMAIN.

2. EXISTING 2" VENT UP TO REMAIN.

3. EXISTING SAN UP TO FLOOR DRAIN TO REMAIN.

4. REMOVE 2" SAN UP TO SINK ABOVE.

5. REMOVE PIPING TO FLOOR DRAIN ABOVE.

6. REMOVE 1 1/2" VENT UP.

7. REMOVE PIPING UP TO WALL CLEAN OUT ABOVE.

8. REMOVE SAN UP TO SINK/LAVATORY ABOVE.

9. REMOVE SAN UP TO WATER CLOSET ABOVE.

10. EXISTING 1 1/2" VENT UP TO REMAIN.

11. REMOVE SAN, VENT, CW, HW UP TO SINKS ABOVE.

12. EXISTING 4" SAN DN TO REMAIN.

13. EXISTING PLUMBING RISER UP TO REMAIN.

14. EXISTING SAN UP TO SINK/LAVATORY TO REMAIN..

15. EXISTING SAN UP TO WALL CLEANOUT TO REMAIN.

16. EXISTING 4" SAN UP TO WATER CLOSET ABOVE TO REMAIN.

17. REMOVE SAN/VENT PIPING TO SINK ABOVE.

18. CAP VENT PIPING BELOW FLOOR. ABANDON PIPING ABOVE IN PLACE.

19. REMOVE 3" SAN UP TO MOP BASIN ABOVE.

20. EXISTING 2" SAN UP TO REMAIN.

21. EXISTING 2" CW UP/DN , 1 1/4" HW UP/DN , 1" HWR UP/DN.

22. EXISTING PIPING UP TO SINK ABOVE TO REMAIN.

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIDE STARC SYSTEMS

FIRE BLOCK WALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND

MEASUREMENTS. EXISTING CONDITIONS AND DIMENSIONS SHALL

BE FIELD VERIFIED BY CONTRACTORS AND DISCREPANCIES

REPORTED TO THE COR AND ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR

REMODELING. EXISTING WALLS, PARTITIONS, FLOOR LINES AND

DOORS AND FRAMES THAT REMAIN ARE SHOWN IN CONTINUOUS

LINE WEIGHT. THESE AND EXISTING FLOOR AND WALL FINISHES

THAT ARE SCHEDULED TO REMAIN SHALL BE PROTECTED FROM

DAMAGE DURING DEMOLITION AND CONSTRUCTION. ANY SUCH

EXISTING CONDITIONS WHICH ARE DAMAGED OR BECOME

UNSTABLE DUE TO OTHER DEMOLITION SHALL BE REPLACED AT

NO COST TO VA WITH NEW CONSTRUCTION TO MATCH.

GENERAL NOTES

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

P F

P V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:2 :4

P

M

PD101

FIRST FLOOR PLAN, PLUMBING

DEMOLITION

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW AS

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/4" = 1'-0"

FIRST FLOOR PLUMBING, DEMOLITION 0' 2' 4' 8'

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

SPECIMEN

TLT

2049G

DRUG TEST

TLT

2049I

STAIR #7

S7

SPECIMEN

TLT

2049F

FRIDGE

STORAGE

STORAGE

2055E

DRUG TEST

2049H

OFFICE

RECEPTION

WAITING

DROP OFF

STAIR #7

S7

SPECIMEN

PROC

CHEM LAB

DRUG

TEST

SOILED

UTILITY

BLOOD

BANKMICROBIOLOGY

OFFICE

STAFF TLT

OFFICE

CLEAN

WORK RM

BLOOD

DRAW

BLOOD

DRAW

BLOOD

DRAW

BLOOD

DRAW

CORRIDOR

WARD

DROP

CLEAN

SUPPLY

GLASS

WASH

B C D E F

A

1.5

(E)1 1/2" CW

(E)3/4" HW

(E)3/4" HWR (E)2" CW

(E)1" HW

(E)3/4" HWR

(E)2" CW

(E)3/4" HW

(E)3/4" HWR

(E) FD

(E)EEW

(E)FCO

(E) FD

(E)ESS

(E)2" CW

(E)2" V

(E)3" V

(E)2" V

(E)2" V

(E)1 1/4" HW

(E)1 1/4" CW

(E)2" V (E)2" V

TYP. 2

(E)3/4" HWR

(E)1 1/2" CW

(E)1 1/2" V

(E)1 1/2" V

(E)3/4" CA

(E)1 1/2" V

(E)1 1/2"

(E)EEW

(E)FD

(E)SK

(E)L

(E)FCO

(E)SK

(E)SK

(E)SK

(E)SK

(E)SK

(E)FD

(E)FD

(E)FD

(E)L

(E)MB

(E)2" V

(E)1 1/2" V

(E)3/4" CA

(E)1 1/2" CW

(E)2" V

(E)3/4" CA

V

(E)FD

(E)1/2" CW

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

(E)EEW

(E)WC

(E)L

(E)SK

(E)FCO

(E)SK

(E)SK

(E)EEW

(E)FD

(E)L

(E)MB

(E)SK

(E)L

(E)L

(E)SK

B C D E F

A

1.5

15(E)1 1/2"

(E)1 1/2" V

(E)2" V

(E)1 1/2" CW

(E)3/4" CA

(E)FD

(E)FD

(E)2" V (E)1 1/2" CW

(E)FD

(E)FD

(E)3" V

(E)2" V

(E)2" V

(E)1 1/2" V

(E)1 1/2" V

CORRIDOR

STAFF TLT

OFFICE

OFFICE

CLEAN

WORK RM

WAITING

WARD

DROP

BLOOD

DRAW

BLOOD

DRAW

STORAGE

CORRIDOR

SPECIMEN

TLT

CORRIDOR

(E)3/4" CA

(E)L

(E)FCO

(E)ESS

9 9

(E)1 1/2" CW

(E)3/4" HW

(E)3/4" HWR

(E)2" CW

(E)1" HW

(E)3/4" HWR

(E)2" CW

(E)3/4" HW

(E)3/4" HWR

(E)2" CW

(E)2" V

(E)3" V

(E)2" V (E)2" V

(E)1 1/4" HW

(E)1 1/4" CW

(E)2" V (E)2" V

(E)3/4" HWR

(E)1 1/2" CW

(E) FD

(E) FD

(E)3/4" CA

(E)1 1/2" V

(E)3/4" CA

(E)FD

(E)1/2" CW

(E)SK

(E)L

(E)SK

(E)SK

(E)2" x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

(E)SK

(E)SK

(E)SK

(E)SK

(E)SK

(E) MB

(E) L

(E)FD

(E) EEW

SPECIMEN

TLT

2049G FRIDGE

STORAGE

SOILED

UTILITY

2055C

STORAGE

2055E

DRUG TEST

2049H

DRUG TEST

TLT

2049I

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

WAITING

RECEPTION

CLEAN

SUPPLY

DROP OFF

BLOOD

DRAW

STAIR #7

S7

B C D E F

A

1.5

BLOOD

DRAW

2049D

BLOOD

DRAW

2049B

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

RECEIVING

2055D

(E) FD

(E)3/4" CA

(E)1 1/2" CW

(E)1 1/2" V

(E)3/4" CA

(E)FCO

(E)FD

(E)FD

(E)FD

(E)1 1/2" CW

(E)3/4" CA

(E)3/4" CA

(E)1 1/2" CW

(E)3/4" HW

(E)3/4" HWR

(E)2" V

(E)3/4" CA

(E)1/2" CW

(E)2" CW

(E)3/4" HW

(E)3/4" HWR

(E)2" V

(E)2" V

(E)1 1/2" V

(E)2" V (E)3" V (E)2" V

(E)1 1/2" V

(E)1 1/2" V

(E)2" CW

(E)1" HW

(E)3/4" HWR

(E)FD

(E)3/4" CA

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

(E)SK

(E)SK

(E)SK

(E)SK

(E) L

(E)SK

SOILED

UTILITY

2055C

DRUG TEST

2049H

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

WAITING

2050 RECEPTION

CLEAN

SUPPLY

DROP OFF

BLOOD

DRAW

STAIR #7

S7

B C D E F

A

1.5

RECEIVING

2055D

STORAGE

2055E

DRUG TEST

TLT

2049I

(E)SK

(E)EEW

(E)FD

(E)L

(E)FD

(E)FD

(E)FD

(E)FD

9 9

(E)3/4" CA

(E)2" V (E)1 1/2" V

(E)1 1/2" V

(E)2" V (E)3" V

(E)2" V

(E)1 1/2" V

(E)1 1/2" V

(E)3/4" CA

(E)1 1/2" CW

(E)3/4" CA

(E)1/2" CW

(E)1 1/2" CW

(E)3/4" HW

(E)3/4" HWR

(E)3/4" CA

(E)3/4" CA

(E)2" CW

(E)3/4" HW

(E)3/4" HWR

(E)2" CW

(E)1" HW

(E)3/4" HWR

(E)2" CW

(E)FD

(E)3/4" CA

KEYNOTES - DEMOLITION PLAN#

1. REMOVE FLOOR DRAIN. G.C. TO PATCH FLOOR.

2. REMOVE WATER CLOSET AND ASSOCIATED PIPING.

3. REMOVE LAVATORY AND ASSOCIATED PIPING AND CONTROLS.

4. REMOVE SINK AND ASSOCIATED PIPING.

5. REMOVE FOR RELOCATION SOLENOID VALVE AND ASSOCIATED

CONTROLS.

6. EXISTING 2” CW, 1 1/4" HW, AND 1” HWR DN.

7. EXISTING 2” V DN AND 3” V UP TO REMAIN.

8. EXISTING SAN PIPING UP TO FLOOR DRAIN ABOVE AND PIPING

DOWN IN CHASE TO REMAIN.

9. EXISTING PIPING SERVING PLUMBING FIXTURES TO REMAIN.

EXTENSION OF PIPING NOT SHOWN FOR CLARITY.

10. REMOVE STAINLESS STEEL SINK AND ALL ASSOCIATED PIPING. SINK

TO BE RELOCATED.

11. REMOVE MOP BASIN AND ASSOCIATED PIPING. REFER TO NEW

PLAN.

12. REMOVE 2-COMPARTMENT SINK AND ASSOCIATED PIPING.

13. REMOVE WALL CLEANOUT AND ASSOCIATED PIPING.

14. NOT USED

15. EXISTING 2” V RISER.

16. EXISTING CW/HW RISERS.

17. REMOVE REAGIENT WATER TREATMENT SYSTEM COMPLETE FOR

RELOCATION TO NEW LOCATION, INCLUDING EQUIPMENT OVER

SINK.

18. EXISTING 1 1/2" V DN.

19. REMOVE EXISTING 1/2" CA AND 1/2" CW CONNECTIONS TO EXISTING

ANALYZER. RELOCATE ALL PRESSURE GAUGES, VALVE AND

APPURTENANCES TO NEW LOCATION.

20. EXISTING 1 1/2" CW DN TO REMAIN.

21. EXISTING 1/2" CA AND REGULATOR DN TO REMAIN.

22. EXISTING 3/4" CA UP TO REMAIN.

23. EXISTING CENTRIFUGE AND ASSOCIATED CW AND CA PIPING SHALL

REMAIN.

24. EXISTING 3" V AND 4" SAN UP TO REMAIN.

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIDE STARC SYSTEMS

FIRE BLOCK WALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND

MEASUREMENTS. EXISTING CONDITIONS AND DIMENSIONS SHALL

BE FIELD VERIFIED BY CONTRACTORS AND DISCREPANCIES

REPORTED TO THE COR AND ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR

REMODELING. EXISTING WALLS, PARTITIONS, FLOOR LINES AND

DOORS AND FRAMES THAT REMAIN ARE SHOWN IN CONTINUOUS

LINE WEIGHT. THESE AND EXISTING FLOOR AND WALL FINISHES

THAT ARE SCHEDULED TO REMAIN SHALL BE PROTECTED FROM

DAMAGE DURING DEMOLITION AND CONSTRUCTION. ANY SUCH

EXISTING CONDITIONS WHICH ARE DAMAGED OR BECOME

UNSTABLE DUE TO OTHER DEMOLITION SHALL BE REPLACED AT

NO COST TO VA WITH NEW CONSTRUCTION TO MATCH.

GENERAL NOTES

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

P F

P V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:2 :5

P

M

PD102

SECOND FLOOR PLAN PLUMBING

DEMOLITION, PHASES 0-3

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW AS

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 1

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 0

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 2

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 3

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

SOILED

UTILITY

2055C

STORAGE

2055E

DRUG TEST

2049H

OFFICE

2055B

CLEAN

WORK RM

WAITING

RECEPTION

CLEAN

SUPPLY

DROP OFF

BLOOD

DRAW

STAIR #7

S7

B C D E F

A

1.5

(E)SK

(E)SK

(E)SK

(E)SK(E)L

(E)SK

(E)FD

(E)FD

(E)FD

(E)FD

(E)1 1/2" V

(E)1 1/2" CW

(E)2" V (E)3" V

(E)2" V

(E)1 1/2" V

(E)1 1/2" V

(E)3/4" CA

(E)1 1/2" CW

(E)3/4" CA

(E)1/2" CW

(E)1 1/2" CW

(E)3/4" HW

(E)3/4" HWR

(E)3/4" CA

(E)2" CW

(E)3/4" HW

(E)3/4" HWR

(E)2" CW

(E)1" HW

(E)3/4" HWR

(E)3/4" CA

(E)3/4" CA

OFFICE

CORRIDOR

STAFF TLT

STORAGE

2047A

OFFICE

CLINICAL

LABORATORY

SPECIMEN

PROCESSING

STAIR #8

S8

BLOOD

DRAW

2049B

BLOOD

DRAW

2049D

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

FRIDGE

STORAGE

RECEIVING

2055D x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

B C D E F

A

1.5

(E)SK

(E)FD

(E)FD

(E)FD

(E)1 1/2" V

(E)2" V

(E)2" V (E)3" V

(E)2" V

(E)1 1/2" V

(E)1 1/2" V

(E)1/2" CW (E)2" CW

(E)1" HW

(E)3/4" HWR

(E)3/4" CA

(E)3/4" CA

CLINICAL

LABORATORY

OFFICE

2055B

CORRIDOR

STAFF TLT

STORAGE

2047A

WAITING

CLEAN

SUPPLY

DROP OFF

STAIR #8

S8

BLOOD

DRAW

2049B

BLOOD

DRAW

2049D

BLOOD

DRAW

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

SPECIMEN

PROCESSING

RECEPTION

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

DRUG TEST

2049H

DRUG TEST

TLT

2049I

STORAGE

2055E RECEIVING

2055D

SOILED

UTILITY

2055C

FRIDGE

STORAGE

CLEAN

WORK RM

OFFICE

OFFICE

x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

B C D E F

A

1.5

(E)SK

(E)FD

(E)FD

(E)FD

(E)FD

OFFICE

OFFICE

CLEAN

WORK RM

(E) FD

(E)2" V (E)3" V

(E)2" V

(E)3/4" CA

(E)3/4" CA

(E)2" CW

(E)1" HW

(E)3/4" HWR

CLINICAL

LABORATORY

STAFF TLT

2047A

STORAGE

WAITING

CLEAN

STORAGE

DROP OFF

SPECIMEN

PROC

FRIDGE

STOR

2055C

SOILED

UTILITY

2055D

RECEIVING

2055E

STORAGE

2049I

DRUG TEST

TLT

2049H

DRUG TEST

WRK

BLOOD

DRAW

2049D

BLOOD

DRAW

2049B

BLOOD

DRAW

2049C

BLOOD

DRAW

2049A

BLOOD

DRAW

2055B

OFFICE

CORRIDOR

2049F

SPECIMEN

TLT

2049G

SPECIMEN

TLT

KEYNOTES - DEMOLITION PLAN#

1. REMOVE FLOOR DRAIN. G.C. TO PATCH FLOOR.

2. REMOVE WATER CLOSET AND ASSOCIATED PIPING.

3. REMOVE LAVATORY AND ASSOCIATED PIPING AND CONTROLS.

4. REMOVE SINK AND ASSOCIATED PIPING.

5. REMOVE FOR RELOCATION SOLENOID VALVE AND ASSOCIATED

CONTROLS.

6. EXISTING 2” CW, 1 1/4" HW, AND 1” HWR DN.

7. EXISTING 2” V DN AND 3” V UP TO REMAIN.

8. EXISTING SAN PIPING UP TO FLOOR DRAIN ABOVE AND PIPING

DOWN IN CHASE TO REMAIN.

9. EXISTING PIPING SERVING PLUMBING FIXTURES TO REMAIN.

EXTENSION OF PIPING NOT SHOWN FOR CLARITY.

10. REMOVE STAINLESS STEEL SINK AND ALL ASSOCIATED PIPING. SINK

TO BE RELOCATED.

11. REMOVE MOP BASIN AND ASSOCIATED PIPING. REFER TO NEW

PLAN.

12. REMOVE 2-COMPARTMENT SINK AND ASSOCIATED PIPING.

13. REMOVE WALL CLEANOUT AND ASSOCIATED PIPING.

14. NOT USED

15. EXISTING 2” V RISER.

16. EXISTING CW/HW RISERS.

17. REMOVE REAGIENT WATER TREATMENT SYSTEM COMPLETE FOR

RELOCATION TO NEW LOCATION, INCLUDING EQUIPMENT OVER

SINK.

18. EXISTING 1 1/2" V DN.

19. REMOVE EXISTING 1/2" CA AND 1/2" CW CONNECTIONS TO EXISTING

ANALYZER. RELOCATE ALL PRESSURE GAUGES, VALVE AND

APPURTENANCES TO NEW LOCATION.

20. EXISTING 1 1/2" CW DN TO REMAIN.

21. EXISTING 1/2" CA AND REGULATOR DN TO REMAIN.

22. EXISTING 3/4" CA UP TO REMAIN.

23. EXISTING CENTRIFUGE AND ASSOCIATED CW AND CA PIPING SHALL

REMAIN.

24. EXISTING 3" V AND 4" SAN UP TO REMAIN.

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

DRAWING SHADE AND LINE TYPES

AREA NOT IN CONTRACT

INFECTION CONTROL CONSTRUCTION

BARRIER - SEE SHEET G002 FOR

DETAILS. PROVIDE STARC SYSTEMS

FIRE BLOCK WALL SYSTEM BARRIERS

OR VA & ARCHITECT APPROVED EQUAL

TEMPORARY CORRIDOR PARTITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND

MEASUREMENTS. EXISTING CONDITIONS AND DIMENSIONS SHALL

BE FIELD VERIFIED BY CONTRACTORS AND DISCREPANCIES

REPORTED TO THE COR AND ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR

REMODELING. EXISTING WALLS, PARTITIONS, FLOOR LINES AND

DOORS AND FRAMES THAT REMAIN ARE SHOWN IN CONTINUOUS

LINE WEIGHT. THESE AND EXISTING FLOOR AND WALL FINISHES

THAT ARE SCHEDULED TO REMAIN SHALL BE PROTECTED FROM

DAMAGE DURING DEMOLITION AND CONSTRUCTION. ANY SUCH

EXISTING CONDITIONS WHICH ARE DAMAGED OR BECOME

UNSTABLE DUE TO OTHER DEMOLITION SHALL BE REPLACED AT

NO COST TO VA WITH NEW CONSTRUCTION TO MATCH.

GENERAL NOTES

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Nagel Architects + Engineers project number:

PROJECT NUMBER: 2021116

B

IM

/T o m a h R e p la c e C h e m ic a l A n a ly z e r/

R

P F

P V

A T o m a h C h e m

A n a ly z e r

F

L .r v t

/2

/2

:2 :5

P

M

PD103

SECOND FLOOR PLAN PLUMBING

DEMOLITION, PHASES 4-6

REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 TW AS

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 4

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 5

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, PLUMBING - PHASE 6

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

B C D E F

A

1.5

CO 2" SAN

4" SAN

4" SAN

CO

CO

4" SAN

2" SAN

(E)2" SAN

2" SAN

5 4" SAN

2"…