695-21-700 PLUMB Full - 7-10-26.pdf

GENERAL DEMOLITION NOTES

GENERAL PLUMBING NOTES

SYMBOLS - PLUMBING

AREA PLAN LEGEND

1. ALL PIPING AND DUCTWORK IS SHOWN SCHEMATICALLY BASED ON EXISTING PLANS. CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF VERIFYING ROUTES OF ALL EXISTING CONDITIONS AND EXISTING UTILITIES PRIOR TO BIDDING AND STARTING OF WORK. IF CONDITIONS DIFFER GREATLY CONTACT ENGINEER.

2. CONDUCT A PRECONSTRUCTION AIR AND WATER FLOW TEST OF EXISTING SYSTEMS AND MAINS SERVING EACH AREA AND FLOOR BEFORE STARTING ANY DEMOLITION WORK. SUBMIT REPORT

OF FLOWS AND FINDINGS TO ENGINEER AND OWNER.

3. COORDINATE SCHEDULE OF WORK WITH OWNER AND PROVIDE SUFFICIENT NOTICE BEFORE ANY SHUTDOWNS, TO MINIMIZE DISRUPTIONS TO ANY CONCURRENT OPERATIONS.

4. COMPLY WITH SITE SAFETY PROCEDURES OF OWNER, GENERAL CONTRACTOR, AND OSHA.

5. DEMOLISH MATERIALS, EQUIPMENT, AND ASSOCIATED SYSTEMS AS SHOWN WITHIN SCOPE OF WORK AREA AS DESIGNATED/NOTED. DEMOLISH ALL BRANCH DUCT AND PIPE, SUPPORTS, ACCESSORIES, EQUIPMENT, TERMINAL DEVICES, CONTROLS, WIRING, CONDUITS, AND ASSOCIATED ITEMS BACK TO RESPECTIVE MAINS. THEN CAP, SEAL, REPAIR, REINSULATE MAIN CONNECTIONS AS REQUIRED. NOTHING SHALL BE ABANDONED IN PLACE UNLESS NOTED OTHERWISE. REMOVE ALL DEMOLISHED ITEMS FROM SITE AND DISPOSE PROPERLY PER LOCAL LAWS.

6. HATCHED OR GRAYED OUT AREAS ARE NOT WITHIN CONTRACT BOUNDARY. COORDINATE WITH OWNER IF SUCH AREAS REQUIRE ACCESS TO COMPLETE SCOPE OF WORK, SUCH AS REMOVING A

BRANCH MAIN BACK TO LARGER MAIN TO ELIMINATE DEAD LEGS.

7. INFILL AND REPAIR TO MATCH EXISTING CONDITIONS ALL WALL, FLOOR, AND CEILING PENETRATIONS RESULTING FROM DEMOLISHED ITEMS, AND INSTALLATION OF NEW SYSTEMS. COORDINATE

WITH GENERAL CONTRACTOR FOR COVERAGE OF THIS SCOPE.

8. SAVE NOTED ITEMS FOR REUSE OR OWNERS SALVAGE. STORE NOTED ITEMS AND OTHER ITEMS IDENTIFIED BY OWNER IN OWNER’S DESIGNATED STORAGE AREA.

9. PROTECT EXISTING TO REMAIN EQUIPMENT, MATERIALS, AND SURROUND SITE FROM DAMAGE DURING DEMOLITION. REPAIRS AND REPLACEMENT OF EXISTING TO REMAIN CONDITIONS SHALL BE

THE CONTRACTOR’S RESPONSIBILITY.

10. REFER TO SPECIFICATION MANUAL FOR FURTHER DETAILS.

1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE DEPARTMENT OF VETERANS AFFAIRS (VA) STANDARDS.

2. ALL WORK SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL PLUMBING CODE - LATEST EDITION ADOPTED BY THE VA. THE VA SERVES AS AUTHORITY HAVING JURISDICTION.

3. THESE DOCUMENTS ARE INTENDED TO COMPLY WITH APPLICABLE CODES. WHERE DISCREPANCIES OCCUR, NOTIFY THE ENGINEER/ARCHITECT IN WRITING FOR INTERPRETATION. CORRECT ANY INSTALLATION THAT FAILS TO COMPLY WITH THE CODES AND STANDARDS AT NO ADDITIONAL COST TO THE OWNER.

4. CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY INCLUDING ALL LABOR, MATERIALS, PERMITS, TAXES, FEES, INSPECTIONS, HARDWARE, AND COST FOR INSTALLATION FOR A COMPLETE

AND OPERATIONAL SYSTEM.

5. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW, COMPLETE WITH MANUFACTURER’S GUARANTEE OR WARRANTY AND SHALL BE LISTED BY A NATIONALLY RECOGNIZED

TESTING LABORATORY.

6. PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE SEALED WITH APPROPRIATE FIRE PROOFING MATERIALS TO RESTORE FIRE RATING. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE

RATED WALLS.

7. CONTRACTOR SHALL KEEP THE WORK AREA CLEAN OF ALL DEBRIS ON A DAILY BASIS. ALL NEW MATERIALS AWAITING INSTALLATION SHALL BE KEPT IN AREAS DESIGNATED BY THE OWNER.

8. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. REFER TO DIMENSIONED ARCHITECTURAL FLOOR PLANS. IF THE DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION GIVEN, CONTRACTOR SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION.

9. PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

10. INFORMATION CONTAINED ON THE DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL OTHER DISCIPLINE DRAWINGS, THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES, ETC., AND SHALL BE CONSIDERED THE CONTRACT DOCUMENTS AND WITH ALL THEREIN BY REFERENCE, WHICH THE CONTRACTOR CERTIFIES

KNOWLEDGE OF BY SIGNING THE CONTRACT.

11. CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE AND BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION, SHORING, SCAFFOLDING, BRACING, ERECTION, FORM WORK, ETC.), FOR COORDINATION OF THE VARIOUS TRADES, AND FOR SAFE CONDITIONS ON THE JOB SITE. VARIATIONS IN FIELD CONDITIONS RELATIVE TO THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER AS SOON AS THEY ARE FOUND. WORK

SHALL NOT PROGRESS UNTIL WRITTEN PERMISSION FROM THE ENGINEER IS OBTAINED.

12. ALL EQUIPMENT AND ACCESSORIES SHALL BE INSTALLED SO AS TO BE EASILY ACCESSIBLE. ALL CLEARANCES FOR EQUIPMENT PER MANUFACTURERS GUIDELINES AND CODE COMPLIANCE

SHALL BE REQUIRED.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION ASSOCIATED WITH PERMITS, METERS, AND WATER MAINS.

14. WALL CLEANOUTS, ACCESS PANELS, ETC. TO BE LOCATED IN BACK OF- HOUSE AREAS UNLESS CONDITIONS DICTATE OTHERWISE. COORDINATE WITH GENERAL CONTRACTOR PRIOR TO

INSTALLATION.

15. PROVIDE ACCESS PANELS FOR VALVES, ETC. THAT ARE LOCATED IN CONCEALED AREAS. COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION AND WITH ARCHITECTURAL PLANS

FOR FINISHES.

16. ALL COMPONENTS OF SYSTEMS SHALL BE PROVIDED FOR A COMPLETELY OPERATIONAL, UNDERSTANDABLE, SAFE, AND CLEAN SYSTEM; INCLUDING BUT NOT LIMITED TO EXTRANEOUS FIXTURE TRIM AS SPECIFIED, MEDICAL GAS OUTLETS, LABELS, SERVICE AND COMMISSIONING INTO OPERATION, TESTING AND CLEANING, FIRE AND LIFE SAFETY REQUIREMENTS, AND CONSIDERING THE

REQUESTS OF OWNERS PERSONNEL.

17. ELECTRICAL PANELS SHOWN FOR REFERENCE. DO NOT ROUTE ANY COMPONENTS ABOVE OR IN FRONT OF ELECTRICAL EQUIPMENT. MAINTAIN CODE REQUIRED CLEARANCES.

18. PLANS ARE DIAGRAMMATIC AND INTENDED TO CONVEY SCOPE OF WORK AND GENERAL LOCATIONS OF EQUIPMENT, MATERIALS, ETC. NOT ALL RISERS, DROPS, OFFSETS, VALVES, ETC. ARE SHOWN. PROVIDE RISERS, DROPS, OFFSETS, VALVES, ETC. AS REQUIRED TO MEET SPACE REQUIREMENTS AND TO AVOID INTERFERENCES WITH OTHER TRADES. MAKE FINAL CONNECTIONS TO

FIXTURES, EQUIPMENT, ETC. AS REQUIRED AND/OR PER MANUFACTURER'S RECOMMENDATIONS.

19. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LAYOUT OWN WORK ACCORDINGLY AND IS RESPONSIBLE FOR DETERMINING EXACT LOCATIONS FOR EQUIPMENT, MATERIALS, ETC.

20. THE EXISTING PLUMBING SYSTEMS SHALL BE MODIFIED PER SPECIFIED PLANS AND SPECIFICATIONS. FIELD VERIFY EXISTING PLUMBING SYSTEMS REQUIREMENTS PRIOR TO BIDDING.

21. COORDINATE SCOPE OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION. ISSUES DUE TO LACK OF COORDINATION EFFORT WILL BE CORRECTED AT NO ADDITIONAL COST TO

THE OWNER.

22. COORDINATE LOCATION OF SYSTEM COMPONENTS WITHIN LIMITS OF STRUCTURE AND OTHER ENGINEERED SYSTEMS. ROUTE ALL PIPING IN CONCEALED SPACES AND INSTALL PIPING AS HIGH AS POSSIBLE. OFFSET SYSTEMS ROUTING AS REQUIRED, PROVIDING REQUIRED MATERIALS. PIPE SHALL NOT BE ROUTED IN EXTERIOR WALLS UNLESS NOTED. COORDINATE ROUTING OF PIPING TO MAINTAIN REQUIRED SERVICE CLEARANCES AROUND ANY EQUIPMENT AND ELECTRICAL ITEMS.

INFILL AND REPAIR TO MATCH EXISTING CONDITIONS ALL WALL, FLOOR, AND CEILING PENETRATIONS RESULTING FROM DEMOLISHED ITEMS, AND INSTALLATION OF NEW SYSTEMS. COORDINATE

WITH GENERAL CONTRACTOR FOR COVERAGE OF THIS SCOPE.

23. ALL ELEMENTS OF CONSTRUCTION SHALL BE INSTALLED BY SKILLED TRADESMEN OF THERE PARTICULAR TRADE, AND INSTALLED IN A NEAT WORKMANLIKE MANNER KEEPING WITH THE HIGHEST

STANDARDS OF THE TRADE.

24. COORDINATE SCOPE OF WORK WITH PROJECT SCHEDULES AGREED UPON BY OWNER AND ALL CONTRACTORS.

25. REFER TO SPECIFICATION MANUAL FOR FURTHER DETAILS ABOUT DESIGN STANDARDS, PRODUCTS, DRAWINGS, SUBMITTALS, DOCUMENTATION, COORDINATION, AND INSTALLATION.

VALVE - BALL, NORMALLY CLOSED

VALVE - BALL, NORMALLY OPEN

VALVE - CHECK

VALVE - PPRESSURE REDUCING VALVE (PRV)

VALVE - SHUT-OFF, NORMALLY CLOSED

VALVE - SHUT-OFF, NORMALLY OPEN

?"SYS (EX) GENERAL PIPING - EXISTING TO REMAIN

?" GENERAL PIPING - TO BE DEMOLISHED

?"SYS GENERAL PIPING - NEW WORK

SYSTEM LABEL SYSTEM DESCRIPTION

CD CONDENSATE DRAIN

CW DOMESTIC COLD WATER

HW DOMESTIC HOT WATER

HWR DOMESTIC HOT WATER RETURN

SAN SANITARY WASTE

SAN SANITARY WASTE BELOW GRADE/SLAB

ST (1,000) STORM DRAINAGE (SQ.F.T TOTAL)

V VENT

W WATER (DOMESTIC POTABLE WATER SERVICE)

BOTTOM CONNECTION

END DROP / DOWN

END UP / RISER

HEADER FLANGE CAP

PIPE END CAP

RISE / DROP IN-LINE

TEE DOWN

TEE UP

TOP CONNECTION

UP & DN / RISER

NEW CONNECTION TO EXISTING

DEMOLISH TO THIS POINT

BACKFLOW PREVENTER (BFP-RPZ)

CONTINUATION BREAK

COUPLING

DIRECTION OF FLOW

DIRECTION OF PITCH

REDUCER

UNION

SYSTEM LABEL SYSTEM DESCRIPTION SYSTEM LABEL SYSTEM DESCRIPTION

MA MEDICAL AIR

VAC MEDICAL VACUUM

O₂ OXYGEN

MH100

MH100

DRAWING SYMBOLS

01-SF-3

08-TU-1-1

DETAIL NUMBER (VIEW # ON SHEET SHOWN)

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED

EQUIPMENT ABBREVIATION (SUPPLY FAN)

ITEM NUMBER (TERMINAL UNIT NO. 1)

EQUIPMENT ABBREVIATION (TERMINAL UNIT)

SERVED BY (AIR HANDLER UNIT NO. 1)

DRAWING NUMBER ON SHEET SHOWN

BUILDING NO. WHERE EQUIPMENT IS LOCATED

SECTION NUMBER (VIEW # ON SHEET SHOWN)

DRAWING NUMBER ON SHEET SHOWN

ITEM NUMBER (SUPPLY FAN NO. 1)

AREA NOT IN CONTRACT

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Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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PLUMBING LEGENDS, SCHEDULES, AND

ABBREVIATIONS

AW DAW

FINAL BID DOCUMENTS 695-21-700EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

P-001

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

WSFU WATER SUPPLY FIXTURE UNITS

WHA WATER HAMMER ARRESTER

WHE WATER HEATER

WH WALL HYDRANT

WCO WALL CLEANOUT

WC WATER CLOSET

W WASTE

VTR VENT THROUGH ROOF

VAC VACUUM

V VENT

TSTAT THERMOSTAT

TP TRAP PRIMER

TMV THERMOSTATIC MIXING VALVE

TCV TEMPERATURE CONTROL VALVE

ST STORM WATER DRAINAGE

SPR SPRINKLER LINE

SCH SCHEDULE

SAN SANITARY SEWER

RP RECIRCULATION PUMP

REF REFRIGERANT

RD ROOF DRAIN

O² OXYGEN

N²0 NITROUS OXIDE

N² NITROGEN

MV MEDICAL VENT

MSB MOP SERVICE BASIN

MED MEDICAL

MA MEDICAL AIR

LV LAB VENT

LA LAB AIR

INV INVERT

IE INVERT ELEVATION

HYD HYDRANT

HWR HOT WATER RECIRCULATION (DOMESTIC/POTABLE)

HW HOT WATER (DOMESTIC/POTABLE)

HS HAND SINK

HD HUB DRAIN

HB HOSE BIBB

H&CW HOT AND COLD WATER

G GAS

FU FIXTURE UNITS

FS FLOW SWITCH

FD FLOOR DRAIN

FCO FLOOR CLEANOUT

EWS EYE WASH STATION

DWV DRAIN WASTE VENT

DN DOWN

DHWS DOMESTIC HOT WATER SUPPLY

DHWR DOMESTIC HOT WATER RETURN (POTABLE)

DHW DOMESTIC HOT WATER (POTABLE)

DFU DRAINAGE FIXTURE UNITS

DCW DOMESTIC COLD WATER (POTABLE)

CW COLD WATER (DOMESTIC/POTABLE)

CV CONTROL VALVE

CS CLINICAL SINK

CO CLEANOUT

AP ACCESS PANEL

AG AIR GAP

PLUMBING ABBREVIATIONS

WB WET-BULB (TEMPERATURE)

W WATTS

TSP TOTAL STATIC PRESSURE

TD TEMPERATURE DIFFERENCE

SQ M SQUARE METER

SQ FT SQUARE FOOT (FEET)

SP GR SPECIFIC GRAVITY

SCFM STANDARD CUBIC FEET PER MINUTE

SAT SUPPLY AIR TEMPERATURE

SI SQUARE INCHES

RPM REVOLUTIONS PER MINUTE

RAT RETURN AIR TEMPERATURE

PSIG POUNDS PER SQUARE INCH-GAGE

PSIA POUNDS PER SQUARE INCH ATMOSPHERE

PSI POUNDS PER SQUARE INCH

PPM PARTS PER MILLION

PA PASCAL

NPLV NON-STANDARD PART LOAD VALUE

Nm NEWTON-METER

NC NOISE CRITERIA

MTD MEAN TEMPERATURE DIFFERENCE

M/S METERS PER SECOND

MM MILLIMETER

MIN MINIMUM

MHP MOTOR HORSEPOWER

MERV MINIMUM EFFICIENCY REPORTING VALUE

MCA MULTICHANNEL ANALYZER

MCA MAXIMUM CURRENT AMPACITY

MBH 1000 BTUH

MAX MAXIMUM

M METER

LWT LEAVING WATER TEMPERATURE

LVG LEAVING

LH LATENT HEAT

LGT LEAVING GLYCOL TEMPERATURE

LF LINEAR FOOT (FEET)

LBS/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

L/S LITERS PER SECOND

L/M LITERS PER MINUTE

L/H LITERS PER HOUR

LF LINEAR FEET (FOOT)

L LITER

kWH KILOWATT HOUR kW KILOWATT kPA KILO PASCAL

KG/HR KILOGRAM PER HOUR

KG KILOGRAM

IPLV INTEGRATED PART LOAD VALUE

IN-LB INCH-POUND

IN WG INCH WATER GAUGE

IN HG INCHES OF MERCURY

IN INCHES

HZ HERTZ

HT HEIGHT

HP HORSEPOWER

GPM GALLONS PER MINUTE

GPH GALLONS PER HOUR

GPD GALLONS PER DAY

GAL GALLONS

GA GAUGE

FT-WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FT FEET

FPS FEET PER SECOND

FPM FEET PER MINUTE

F FAHRENHEIT

EWT ENTERING WATER TEMPERATURE

ESP EXTERNAL STATIC PRESSURE

ENT ENTERING

EGT ENTERING GLYCOL TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EAT ENTERING AIR TEMPERATURE

DP DEWPOINT

DIA DIAMETER

DEG DEGREE

dB DECIBEL

DB DRY-BULB TEMPERATURE

COP COEFFICIENT OF PERFORMANCE

CM/S CENTIMETER PER SECOND

CM CUBIC METER

CFT CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

C CENTIGRADE (CELSIUS)

BTUH BRITISH THERMAL UNIT PER HOUR

BTU BRITISH THERMAL UNIT

BHP BRAKE HORSE POWER

APD AIR SIDE PRESSURE DROP

UNITS OF MEASURE

XFER TRANSFER

WCPU WATER-COOLED PACKAGED UNIT

VAMCS VA MASTER CONSTRUCTION SPECIFICATIONS

VAHBS VA HOSPITAL BUILDING SYSTEM

VBA VETERANS BENEFITS ADMINISTRATION

VHA VETERANS HEALTH ADMINISTRATION

VA DEPARTMENT OF VETERANS AFFAIRS

UTIL UTILITY

UPC UNIVERSAL PLUMBING CODE

UL UNDERWRITER'S LABORATORY

TEMP TEMPERATURE

TYP TYPICAL

SS STAINLESS STEEL

SPEC SPECIFICATION

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS...

SI INTERNATIONAL SYSTEM OF UNITS

SHT SHEET

SEN SENSIBLE HEAT

SCI SPINAL CODE INJURY

SA SUPPLY AIR

RM ROOM

RO REVERSE OSMOSIS

RDS ROOM DATA SHEETS

REQD REQUIRED

RA RETURN AIR

R/E RETURN OR EXHAUST

PSS PRIMARY SECONDARY SYSTEM

PGW PROPYLENE GLYCOL-WATER SOLUTION

OR OPERATING ROOM

OD OUTSIDE DIAMETER

OC ON CENTER

OA OUTSIDE AIR

NTS NOT TO SCALE

NSPC NATIONAL STANDARD PLUMBING CODE

NOM NOMINAL

NOAA NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION

NO NORMALLY OPEN

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NFC NATIONAL FIRE CODES

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEC NATIONAL ELECTRICAL CODE

NC NORMALLY CLOSED

NA NOT APPLICABLE (ALSO N/A)

MRI MAGNETIC RESONANCE IMAGING

MIN MINIMUM

MH MANHOLE

MER MECHANICAL EQUIPMENT ROOM

MECH MECHANICAL

MAX MAXIMUM

LPG LIQUID PROPANE GAS

ITAC INFORMATION TECHNOLOGY AIR CONDITIONING

IPC INTERNATIONAL PLUMBING CODE

ID INSIDE DIAMETER

ICU INTENSIVE CARE UNIT

I/O INPUT/OUTPUT

IESNA ILLUMINATION ENGINEERING SOCIETY OF NORTH...

IBC INTERNATIONAL BUILDING CODE

HAC HOUSEKEEPING AIDE’S CLOSET

GS GALVANIZED STEEL

GA GAUGE

EX EXISTING (OR EXIST)

EPACT ENERGY POLICY ACT

EPA ENVIROMENTAL PROTECTION AGENCY

ELEC ELECTRIC OR ELECTRICAL

EL ELEVATION

ESMT EASEMENT

ETO ETHYLENE OXIDE

EA EXHAUST AIR

DWG DRAWING

DEMO DEMOLITION

CO2 CARBON DIOXIDE

CENT CENTRIFUGAL

BMT BONE MARROW TRANSPLANT

BLDG BUILDING

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASHRAE

AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEERS

ASHP AIR SOURCE HEAT PUMP

ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE

AMB AMBIENT

AFG ABOVE FINISHED GRADE

AFF ABOVE FINISHED FLOOR

ADA AMERICANS WITH DISABILITIES ACT

A/E ARCHITECTS AND ENGINEERS

GENERAL ABBREVIATIONS

5. SEE SPECIFICATIONS FOR MORE INFORMATION.

4. PLUMBING CONTRACTOR TO PROVIDE MATERIALS AND LABOR TO MAKE ALL REQUIRED FINAL CONNECTIONS FOR A COMPLETE

AND OPERABLE SYSTEM.

3. PROVIDE MOUNTING HARDWARE, SUPPORTS, BRACKETS, ETC. AS REQUIRED BY THE FIXTURE MANUFACTURER FOR PROPER

INSTALLATION.

2. CONTRACTOR SHALL VERIFY DRAIN COMPATIBILITY WITH CONSTRUCTION TYPE PRIOR TO INSTALLATION OR PROCUREMENT.

1. COMPLIANCE WITH PROJECT ACCESSIBILITY REQUIREMENTS FOR FIXTURES WITHIN THIS SCHEDULE TO BE CONFIRMED BY

ARCHITECT AND/OR ACCESSIBILITIY CONSULTANT.

NOTES:

HD-1 HUB DRAIN - - 2 1-1/2 2 - N/A NO 1,2,3,4,5

FCO FLOOR CLEANOUT - - PLANS - - - N/A NO 1,3,4,5

FD-C MEDIUM-DUTY FLOOR DRAIN - - 2 1-1/2 2 - N/A NO 2,3,4,5

P-502 FLOOR-MOUNTED SERVICE SINK 3/4 3/4 3 2 2 3 N/A NO 1,3,4,5

(IN.) (IN.) (IN.) (IN.)

MARK DESCRIPTION

CW HW SAN V

DFU WSFU

WRIST

BLADE

HANDLES

ELECTRIC

SENSOR

NOTES

PLUMBING FIXTURE SCHEDULE

BASEMENT 002 TELECOMMUNICATIONS ROOM No No

BUILDING 148

BASEMENT 002 TELECOMMUNICATIONS ROOM No No

BUILDING 147

BASEMENT 005 EXISTING TELECOMMUNICATION RM. No No

BUILDING 146

LEVEL 01 E105E TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 D113 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 C113 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 B113 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 A107 TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 123

BASEMENT 106 REFRIGERATION ROOM No No

BUILDING 113

LEVEL 01 108 EXISTING TELECOMMUNICATION RM. No Yes

BUILDING 112

LEVEL 10 10409 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 09 9409 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 08 8409 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 07 7412 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 06 6410A TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 05 5311 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 04 4315 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 03 3308 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 02 2557 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 02 2528A TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 02 2235 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 1537B TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 1473 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 1472 ELECTRICAL ROOM Yes Yes

LEVEL 01 1471 SUBSTATION ROOM Yes Yes

LEVEL 01 1470 DEMARC ROOM Yes Yes

LEVEL 01 1180 TELECOMMUNICATIONS ROOM Yes Yes

BASEMENT B0423 TELECOMMUNICATIONS ROOM Yes Yes

BASEMENT B0622 TELECOMMUNICATIONS ROOM Yes Yes

BASEMENT B0610E TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 111

BASEMENT B001 TELECOMMUNICATIONS ROOM No Yes

BUILDING 109

LEVEL 02 200 TELECOMMUNICATIONS ROOM No Yes

BUILDING 108

LEVEL 02 200 TELECOMMUNICATIONS ROOM No Yes

BUILDING 107

LEVEL 01 144 TELECOMMUNICATIONS ROOM Yes Yes

BASEMENT B100FC TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 102

LEVEL 01 005 TELECOMMUNICATIONS ROOM No Yes

BUILDING 97

LEVEL 01 E-104 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 D-125 EXISTING TELECOMMUNICATION RM. Yes Yes

LEVEL 01 C-126 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 B-159 TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 70

LEVEL 02 A201 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 A156 TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 43

LEVEL 01 20-1-030 TELECOMMUNICATIONS ROOM No Yes

BUILDING 20

BASEMENT B09 EXISTING TELECOMMUNICATION RM. Yes Yes

BUILDING 07

LEVEL 03 C302 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 02 D203 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 B103 EXISTING TELECOMMUNICATION RM. Yes Yes

LEVEL 01 A104 EXISTING TELECOMMUNICATION RM. Yes Yes

LEVEL 01 6-1-C102 TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 06

LEVEL 02 204 TELECOMMUNICATIONS ROOM Yes Yes

LEVEL 01 117 TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 05

LEVEL 02 2110 TELECOMMUNICATIONS ROOM Yes Yes

BUILDING 04

LEVEL 01 1454 TELECOMMUNICATIONS ROOM No Yes

BUILDING 03

LEVEL NUMBER NAME

PLUMBING

DEMO

REQUIRED

PLUMBING NEW

REQUIRED

ROOMS IN SCOPE - PLUMBING

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

IOWA

9/5/25

KEYNOTES

GAS PRESSURE

REGULATOR

INSULATING UNION

PLUGGED TEE W/BUSHING

AND 3/8" PLUG

TEE

W/BUSHING

SWING JOINT

OUTLET

GAS MAIN

GAS COCK(TYP)

ANNODELESS RISER

TO BUILDING

SUPPLY CAST IRON EXTENSION

TYPE SERVICE BOX

BUTT WELDED

SERVICE TEE

(POLY)SERVICE SHUT-

OFF VALVE WITH 2" SQ.

OPERATING NUT

HOT TAP VALVE

FINISHED GRADE

FLASHING MEMBRANE, MIN. 24" [600mm] SQUARE 2 1/2 LB. [1.1kg] TO 4 LB. [1.8kg] LEAD OR 16 OZ. [0.45kg] COPPER.

ADJUSTABLE NICKEL

BRONZE STRAINER WITH

4" [100mm] FLANGE (FLUSH

WITH FINISHED FLOOR)

WEEP HOLES

COMPOSITION FLOORING

NOTES:

1. SLOPE MEMBRANE LINER 2% TO DRAIN.

2. PROVIDE FLASHING MEMBRANE WHEN DRAIN IS INSTALLED IN A NON MEMBRANE FLOOR

INVERTIBLE FLASHING

COLLAR

LOOSE GRAVEL AT

WEEP HOLES 3mm TO 6mm GRAVEL SIZE

CAULKED, NO-HUB OR

THREADED CONNECTION

WIDE FLANGE

TRAP ARM LENGTH

D

1-1/4"

FROM FLOOR DRAIN

OR STANDPIPE

VENT

SAN LINE

MIN.

2"

3"

1-1/2"

4" & UP

MAX.

2-1/2"

4"

6"

3"

8"

2' - 6"

5' - 0"

6' - 0"

3' - 6"

10'-0"

DIRECTION OF FLOW

(SEE CHART)

MAX. TRAP ARM LENGTH

"D" (NOM. PIPE SIZE)

(SEE CHART)

MIN. TRAP ARM LENGTH

DRAW THRU

2" [51mm]

PLUS X

X

UNIT TYPE A B

WHERE X = STATIC PRESSURE IN PAN

DRAIN LINE SHALL BE AT LEAST THE SAME

SIZE AS THE NIPPLE ON THE DRAIN PAN

PITCH DOWN

TOWARD DRAIN

CLEAN OUT

OPEN DRAIN

DRAIN PAN

A

IR

G A

P

A B

[2 m m

OPEN STUB FOR VENTING

NOTE 5

NOTE 6

NON-FIRE RATED WALL

(CONSTRUCTION VARIES)

1. CONCRETE/CONCRETE BLOCK FLOOR OR WALL ASSEMBLY:

A. MIMIMUM 5 IN. THICK REINFORCED NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY

ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAXIMUM

DIAMETER OF OPENING IS 6 IN.

B. FLOOR OR WALL ASSEMBLY - MINIMUM 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT (100-150 PCF) CONCRETE FLOOR OR MIN 5 IN. THICK REINFORCED

LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE WALL. WALL MAY ALSO BE

CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS.

C. FLOOR OR WALL ASSEMBLY - MINIMUM 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT (100-150 PCF) CONCRETE FLOOR OR MIN 5 IN. THICK REINFORCED

LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE WALL. WALL MAY ALSO BE

CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAXIMUM AREA OF OPENING

IS 45 SQ IN. WITH A MAXIMUM DIMENSION OF 9 IN.

D. FLOOR OR WALL ASSEMBLY - MINIMUM 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT (100-150 PCF) CONCRETE FLOOR OR MIN 5 IN. THICK REINFORCED

LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE WALL. WALL MAY ALSO BE

CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAXIMUM AREA OF OPENING

IS 192 SQ IN. WITH A MAXIMUM DIMENSION OF 24 IN.

2. METALLIC SLEEVE (OPTIONAL) – NOMINAL 6 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC

TUBING, STEEL CONDUIT OR CAST IRON PIPE CAST OR GROUTED INTO FLOOR OR WALL

ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES.

3. THROUGH PENETRANTS – ONE METALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN THE

FIRESTOP SYSTEM. A NOMINAL ANNULAR SPACE OF 3/4 IN. IS REQUIRED WITHIN THE

FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR

OR WALL ASSEMBLY.

4. PACKING MATERIAL – MIMIMUM 3 IN. THICKNESS OF MIMIMUM 4 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO

BE RECESSED FROM TOP SURFACE OF FLOOR AS REQUIRED TO ACCOMMODATE THE

REQUIRED THICKNESS OF FILL MATERIAL. PACKING MATERIAL TO BE CENTERED IN WALLS

MID DEPTH AND RECESSED TO ALLOW FOR INSTALLATION OF FILL MATERIAL.

5. FILL, VOID, OR CAVITY SEALANT - MINIMUM 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITH

THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OF CONTINUOUS

CONTACT LOCATIONS BETWEEN PENETRANT AND WALL, A MINIMUM OF 1/2 IN. DIAMETER

BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PENETRANT WALL INTERFACE ON BOTH

SURFACES OF WALL.

6. WALL ASSEMBLY THE ONE (1) OR TWO (2) HOUR OF FIRE RATED GYPSUM WALLBOARD/STUD

WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER

SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL

FIRE RESISTANCE DIRECTORY IN JUL INCLUDE FOLLOWING CONSTRUCTION FEATURES:

7. GYPSUM BOARD - 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE TAPERED EDGES. GYPSUM BOARD

TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE, AND SHEET ORIENTATION SHALL

BE AS SPECIFIED IN THE INDIVIDUAL U300 OR ARE U400 SERIES DESIGN IN THE UL FIRE

RESISTANCE DIRECTORY.

8. STUD WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.

OPENING IN THE WALL SHALL BE 4 TO 6 IN. WIDER, AND 4 TO 6 IN. HIGHER THAN THE

DIAMETER OF THE OPENING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS INSTALLED IN

THE OPENING, A 2 IN. TO 3 IN. CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM

AND THE FRAMING ON ALL FOUR SIDES.

A. WOOD CONSTRUCTION - SHALL CONSIST OF NOMINAL 2 IN. X 4 IN. LUMBER, SPACED

16 IN. ON CENTER. MAXIMUM DIAMETER OF OPENING IS 14-1/2 IN.

B. STEEL CONSTRUCTION - SHALL BE A MINIMUM OF 2-1/2 IN. WIDE AND SPACED AT

MAXIMUM OF 24 IN. ON CENTER. MAXIMUM DIAMETER OF OPENING IS 32-1/4 (IN. IF THE

DIAMETER OF THE OPENING EXCEEDS THE WIDTH OF THE STUD CAVITY, THE

OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD,

INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW ATTACHED TO THE STEEL

STUDS AND EACH END THE FRAMING.)

1A

1A

A

A

SECTION A-A

(WALL ASSEMBLY)

SECTION A-A

(CONCENTRIC FLOOR ASSEMBLY)

SECTION A-A

(ECCENTRIC FLOOR ASSEMBLY)

1B

1B

SECTION A-A

(FLOOR ASSEMBLY)

A A

SECTION A-A

(FLOOR ASSEMBLY)

A A

1C

1D

1C

1D

A A

A

A

NOTES:

"PENETRANT" IS DEFINED AS: METALLIC PIPE, CONDUIT, OR TUBING.

WALL PENETRANT - THE FOLLOWING TYPES AND SIZES MAY BE USED:

• STEEL PIPE - NOMINAL 30 IN. DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE BREAK LINE IRON PIPE NOMINAL 30 IN. DIAMETER OR

SMALLER CAST OR DUCTILE IRON PIPE.

• COPPER TUBING - NOMINAL 6 IN. DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.

• COPPER PIPE - NOMINAL 6 IN. DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

FLOOR PENETRANT - THE FOLLOWING TYPES AND SIZES MAY BE USED:

• STEEL PIPE – NOMINAL 4 IN. DIAMETER (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.

• COPPER TUBING - NOMINAL 3 IN. DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.

• COPPER PIPE - NOMINAL 3 IN. DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

1. THIS DETAIL APPLIES TO ALL ITEMS PENETRATING FIRE RATED AND NON-FIRE RATED WALLS AND FLOORS. THE INTENT IS TO MAINTAIN THE FIRE RATING AND INSULATION AND VAPOR BARRIER THROUGH ALL PENETRATIONS. PERMIT THERMAL EXPANSION WITHOUT DAMAGING INSULATION, AND TO SEAL AIRTIGHT AROUND INSULATED AND UNINSULATED PIPES FOR NOISE TRANSMISSION CONTROL. REFER TO SPECIFICATIONS FOR SELECTION OF THROUGH PENETRATION FIRE

STOPPING.

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

STOP SYSTEM.

3. INSTALL BACKING MATERIAL, SUCH AS MINERAL WOOL SAFING, AS REQUIRED FOR FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH FIRE STOP SYSTEM APPLICATION LISTING. SECURE TO WALL OR FLOOR TO ALLOW LONGITUDINAL MOVEMENT OF PENETRATING ITEM WITHOUT MOVEMENT OF FIRE BARRIER.

4. WATER-TIGHT WELDED 1 IN. x 1 IN., MINIMUM 20 GAUGE GALVANIZED SHEET METAL ANGLE FRAME, BY CONTRACTOR IN EQUIPMENT ROOMS FOR WATER STOP.

PLACE A BEAD OF WATERPROOF SEALANT BETWEEN FLOOR AND BOTTOM OF ANGLE FRAME. SECURE TO FLOOR WITH MASONRY ANCHORS IN CORNERS AND ON 12

IN. MAXIMUM CENTERS. MULTIPLE PENETRATING ITEMS MAY BE ENCLOSED IN ONE FRAME.

5. WALL ASSEMBLY THE ONE (1) OR TWO (2) HOUR OF FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY IN JUL INCLUDE

FOLLOWING CONSTRUCTION FEATURES:

6. THROUGH PENETRANTS - ONE PENETRANT TO BE INSTALLED EITHER CONCENTRICALLY OR A ECCENTRICALLY WITHIN THE FIRE STOP SYSTEM. THE ANNULAR SPACE SHALL BE 0 IN. TO MAXIMUM OF 2-1/4 IN. PENETRANT MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PENETRANT MAY BE INSTALLED AT AN ANGLE, NOT GREATER THAN 45° FROM PERPENDICULAR. PENETRANT SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.

7. INSTALL AN ESCUTCHEON AROUND PIPES EXPOSED IN FINISHED ROOMS. FOR ALL INSULATED PIPING INSTALL A PLASTIC JACKET EXTENDING 6 IN. BEYOND THE

WALL TO PROTECT INSULATION FROM DAMAGE.

8. MAKE A SMOOTH ROUND OPENING IN WALL SLIGHTLY LARGER THAN OUTSIDE DIAMETER OF THE PIPE AND INSULATION. ADD A BEAD OF NON-HARDENING CAULK IN

THE ANNULAR SPACE.

9. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

A

A

NON-FIRE RATED WALL

PENETRANT EXPOSED IN FINISHED

ROOM WALL ASSEMBLY

PENETRANT IN 1 OR 2 HOUR

RATED WALL ASSEMBLY

8A

8B

SECTION A-A

SECTION A-A

MULTIPLE/GANGED PENETRATION - CONCRETE/CONCRETE BLOCK

PENETRATION - CONCRETE/CONCRETE BLOCK

PENETRATION - STUD WALL

FLOOR DRAIN

GRATE

NOTES:

1. TRAP SEAL MUST MEET OR EXCEED ASSE 1072.

2. INSTALL TRAP SEAL IN THE DRAIN OUTLET.

3. TRAP SEAL SIZE INSTALLS IN THE THROAT OF ADJUSTABLE STRAINERS.

4. INSERT THE TRAP SEAL IN THE DRAIN OUTLET OR THROAT OF STRAINER UNTIL THE TOP IS

5. FLUSH WITH TOP OF DRAIN OUTLET OR STRAINER THROAT.

FLANGE

TRAP SEAL

COMPLETED

INSTALLATION

TRAP SEAL

HUB/FLANGE

COMPLETED

INSTALLATION

HUB APPLICATION FLOOR DRAIN

APPLICATION

NOTES:

1. PIPE SIZES ARE TYPICAL UNLESS SPECIFIED DIFFERENTLY ON PLAN.

2. REFER TO 4/P-003 FOR TRAP ARM LENGTH DETAIL.

SANITARY BRANCH OR MAIN

(SEE PLANS FOR SIZE, 2" MIN.)

4" TO 2"

REDUCER

P-TRAP

1 1/2" VENT

2" SAN

DRAIN LINE

CLEANOUT

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

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0"

' G ra p h ic S ca le

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0"

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S ca le

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0"

G ra p h ic S ca le

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Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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G ra p h ic S c a le

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PLUMBING DETAILS

AW DAW

FINAL BID DOCUMENTS 695-21-700EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

P-002

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

NTS

GAS SERVICE CONNECTION DETAILNTS

TYPICAL TYPE "C" FLOOR DRAIN DETAIL

NTS

TRAP ARM DETAIL

NTS

TYPICAL AHU TRAP DETAIL

12" = 1'-0"

TYPICAL PIPE PENETRATION DETAIL

NTS

TRAP SEAL DETAIL

NTS

HUB DRAIN DETAIL - ABOVE CEILING

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

KEY NOTES #

TELEPHONE

EXISTING 2" UNDERGROUND GAS SERVICE LINE

2" GAS

2" GAS

GENERATOR

1. ROUTE 2" NATURAL GAS PIPE FROM EXISTING 2" UNDERGROUND GAS MAIN

(10 PSI, OWNED BY VA) TO GENERATOR. REFER TO 1/P-002, GAS

CONNECTION SERVICE DETAIL.

2. PRIOR TO CONSTRUCTION & DIGGING, CONTRACTOR TO TRACE & VERIFY

LOCATION OF EXISTING MAIN. CONNECT TO MAIN AT NEAREST LOCATION.

3. GENERATOR NATURAL GAS USAGE. REQUIRED NATURAL GAS PRESSURE - 1

PSI. MAXIMUM REQUIRED VOLUME OF NATURAL GAS NEEDED - 50 CFH.

4. CONNECT 2" GAS PIPE INTO UNDERGROUND EXISTING MAIN.

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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Office of Construction and Facilities Management

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PLUMBING SITE PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

PS-101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1" = 20'-0"

BLDG 146, 147, AND 148 PLUMBING SITE PLAN

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

FEC

STORAGE

ENTRY

FEC

KEY NOTES #

03-PP101

TR

03-AC-1454

3/4" COND

1. ROUTE 3/4" CONDENSATE DRAIN TO EXTERIOR AND DRAIN TO GRADE.

PROVIDE SPLASH BLOCK AT DISCHARGE.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

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0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

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0"

' G ra p h ic

S ca le

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0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

G ra p h ic S c a le

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.0

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BLDG 3 - FIRST FLOOR OVERALL & ENLARGED

PLUMBING PLANS

AGW HWG

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

03-PP101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BLDG 3 - FIRST FLOOR - OVERALL PLUMBING

1/2" = 1'-0"

BUILDING 03 LEVEL 01 RM. 11 ENLARGED PLUMBING PLAN

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

1. ROUTE 3/4" CONDENSATE DRAIN TO EXTERIOR AND DRAIN TO GRADE.

PROVIDE SPLASH BLOCK AT DISCHARGE.

04-PP102

04-AC-2110

TR

/4

C

O N

D

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

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0"

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0"

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0"

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S ca le

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S ca le

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0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

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G ra p h ic S c a le

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BLDG 4 - SECOND FLOOR OVERALL AND

ENLARGED PLUMBING PLANS

AGW HG

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

04-PP102

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BLDG 4 - SECOND FLOOR - OVERALL PLUMBING

1/2" = 1'-0"

SECOND FLOOR ENLARGED PLUMBING PLAN

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

05-PP101

/4

C

O N

D

05-AC-117

TR

/4

C

O N

D

1. ROUTE 3/4" CONDENSATE DRAIN TO EXTERIOR AND DRAIN TO GRADE. PROVIDE

SPLASH BLOCK AT DISCHARGE.

2. 3/4" CONDENSATE UP.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

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0"

G ra p h ic S ca le

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S ca le

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0"

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0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

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BLDG 5 - BASEMENT/FIRST FLOOR OVERALL &

ENLARGED - PLUMBING

AGW JJS

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

05-PP101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

1/8" = 1'-0"

BLDG 5 - FIRST FLOOR - OVERALL PLUMBING

3/4" = 1'-0"

BLDG 5 - FIRST FLOOR - ENLARGED PLUMBING

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

05-PP102

05-AC-204

TR

/4

C

O N

D

1. 3/4" CONDENSATE DRAIN DOWN TO FIRST FLOOR SPLASH BLOCK.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

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I E

H R

M U p g ra d e

/M ilw

E H

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C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:3

P

M

BLDG 5 - SECOND FLOOR OVERALL &

ENLARGED - PLUMBING

AGW HWG

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

05-PP102

5000 W. NATIONAL AVENUE MILWAUKEE, WI

1/8" = 1'-0"

BLDG 5 - SECOND FLOOR - OVERALL PLUMBING

1/2" = 1'-0"

BLDG 5 - SECOND FLOOR - ENLARGED PLUMBING - ROOM 204

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

BLOCKED

06-PD101

06-PD101

06-PD101

A B C D

IT CLOSET

6-1-C012

B103

VACANT OFFICE

1 A104

OI&T CLOSET

1. THERE ARE NO PLUMBING SYSTEMS IN THIS AREA TO BE DEMOLISHED.

2. EXISTING PLUMBING SYSTEMS TO REMAIN.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:3

P

M

BUILDING 06 LEVEL 01 - PLUMBING DEMOLITION

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

06-PD101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/16" = 1'-0"

BUILDING 06 LEVEL 01 FLOOR PLAN - PLUMBING DEMOLITION

1/4" = 1'-0"

RM. 6-1-C102 PLUMBING DEMOLITION ENLARGED PLAN

1/4" = 1'-0"

RM. B103 ENLARGED PLAN - PLUMBING DEMOLITION

1/4" = 1'-0"

RM A104 ENLARGED PLAN - PLUMBING DEMOLITION

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

UP

06-PD102

A B C D

OFFICE

D203

1. THERE ARE NO PLUMBING SYSTEMS IN THIS AREA TO BE DEMOLISHED.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:3

P

M

BUILDING 06 LEVEL 02 - PLUMBING DEMOLITION

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

06-PD102

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/16" = 1'-0"

BUILDING 06 LEVEL 02 FLOOR PLAN - PLUMBING DEMOLITION

3/8" = 1'-0"

ENLARGED PLUMBING DEMOLITION PLAN

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

DN

DN

DN

KEY NOTES #

06-PD103

C

C302

VACANT

1. THERE ARE NO PLUMBING SYSTEMS IN THIS AREA TO BE DEMOLISHED.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:4

P

M

BUILDING 06 LEVEL 03 - PLUMBING DEMOLITION

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

06-PD103

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/8" = 1'-0"

BUILDING 06 LEVEL 03 FLOOR PLAN - PLUMBING DEMOLITION

1/2" = 1'-0"

RM. C302 ENLARGED PLAN - PLUMBING DEMOLITION

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

BLOCKED

FEC

KEY NOTES #

06-PP101

06-PP101

06-PP101

A B C D

06-PP101

06-AC-C102

/4

C

O N

D

6-1-C012

IT CLOSET

B103

TR

3/4" COND

06-AC-B103

A104

TR

06-AC-A104

3/4" COND

1. ROUTE 3/4" CONDENSATE DRAIN TO EXTERIOR AND DRAIN TO GRADE. PROVIDE

SPLASH BLOCK AT DISCHARGE.

2. 3/4" CONDENSATE DRAIN. ROUTE ALONG WALL.

3. ROUTE 3/4" CONDENSATE DRAIN DOWN THROUGH FLOOR FOUNDATION AND OUT

OF BUILDING TO GRADE. PROVIDE SPLASH BLOCK AT DISCHARGE.

4. 3/4" CONDENSATE DRAIN UP. SEE 2/06-PP102 FOR CONTINUATION.

5. INSTALL HUB DRAIN (HD-1) FOR CONDENSATE DRAIN AND CONNECT INTO

EXISTING SANITARY SYSTEM SERVING RESTROOM. 3/P-003 FOR TRAP ARM

LENGTH DETAIL.

6. EXISTING SANITARY PIPE SERVING RESTROOMS IN LEVEL 01 CEILING.

7. 3/4" CONDENSATE DRAIN IN LEVEL 01 CEILING.

8. 1 1/2" VENT UP.

CORR

PANTRY

D103

SAN (EX)

HD-15

6-1-D-007

MEN'S TOILET

CO

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:4

P

M

BUILDING 06 LEVEL 01 - PLUMBING FLOOR

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

06-PP101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/16" = 1'-0"

BUILDING 06 LEVEL 01 FLOOR PLAN - PLUMBING

1/4" = 1'-0"

RM. 6-1-C102 ENLARGED PLAN - PLUMBING

1/4" = 1'-0"

RM. B103 ENLARGED PLAN - PLUMBING

1/4" = 1'-0"

RM. A104 ENLARGED PLAN - PLUMBING

3/8" = 1'-0"

ENLARGED PLAN - PLUMBING

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

KEY NOTES #

06-PP102

A B C D

D203

TR1

06-AC-D203

V (EX)

CO

/4

C

O N

D

1. 3/4" CONDENSATE DRAIN.

2. ROUTE 3/4" CONDENSATE DRAIN DOWN TO LEVEL 01 TO HUB DRAIN LOCATED ON

FIRST FLOOR. SEE 5/06-PP101 FOR CONTINUATION.

3. CONNECT 1-1/2" V SERVING HUB DRAIN INTO EXISTING VENT SYSTEM.

4. EXISTING VENT PIPE SERVING RESTROOMS IN LEVEL 02 CEILING.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:4

P

M

BUILDING 06 LEVEL 02 - PLUMBING FLOOR

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

06-PP102

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/16" = 1'-0"

BUILDING 06 LEVEL 02 FLOOR PLAN - PLUMBING

3/8" = 1'-0"

ENLARGED PLAN - PLUMBING

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

DN

DN

DN

KEY NOTES #

06-PP103

2 C 1

C302

OFFICE

3/4" COND

06-AC-C302

1. ROUTE 3/4" CONDENSATE DRAIN OUT OF BUILDING TO GRADE.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:4

P

M

BUILDING 06 LEVEL 03 - PLUMBING FLOOR

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

06-PP103

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/8" = 1'-0"

BUILDING 06 LEVEL 03 PLAN - PLUMBING

1/2" = 1'-0"

RM. C302 ENLARGED PLAN - PLUMBING

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

TO STEAM

TUNNEL

KEY NOTES #

07-PP101

07-AC-B092

3/4" COND

TR

B09

1. ROUTE 3/4" CONDENSATE DRAIN TO EXISTING FLOOR DRAIN.

2. EXISTING FLOOR DRAIN.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:5

P

M

BUILDING 07 BASEMENT - PLUMBING FLOOR

PLAN

AW DAW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

07-PP101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/8" = 1'-0"

BUILDING 07 BASEMENT PLAN - PLUMBING

1/2" = 1'-0"

ENLARGED PLAN - PLUMBING

# Revisions: Date:

PROFESSIONAL ENGINEER

WISCONSIN

ARLO G.

WIECZOREK

#42666-6

SWISHER

20-PP102

20-1-030

TR

20-AC-20-1-030

/4

C

O N

D

1. ROUTE 3/4" CONDENSATE DRAIN TO EXTERIOR AND DRAIN TO GRADE. PROVIDE

SPLASH BLOCK AT DISCHARGE.

1/2" = 1'-0"

RM. 20-1-030 ENLARGED PLUMBING PLAN

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

G ra p h ic S c a le

/1

A u to d e s k D o c s /2

.0

V A

.M W

I E

H R

M U p g ra d e

/M ilw

E H

R M

C o n s o lid a te d M o d e l (R rv t

/1

/2

:4

:5

P

M

BLDG 20 SECOND FLOOR PLUMBING PLANS

AGW HWG

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

20-PP102

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/8" = 1'-0"

SECOND FLOOR PLUMBING PLAN

# Revisions: Date:

PROFES…