ATTACHMENT A - 7 of11 501-17-105 Dwg Plumb 07-20-22.pdf

DN DOWN

WC WATER CLOSET

FLUSH VALVEFV

YH YARD HYDRANT

TD TRENCH DRAIN

FOV

FOR

FOS

FUEL OIL VENT

FUEL OIL RETURN

FUEL OIL SUPPLY

ES

EEW

EMERGENCY SHOWER

EMERGENCY EYEWASH

CWV COMBINATION WASTE AND VENT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ACID NEUTRALIZING TANK

ACID RESISTANT VENT THROUGH ROOF

BALANCING COCK

BOTTOM OF PIPE

BRITISH THERMAL UNIT

BTU PER HOUR

CLOTHES WASHER BOX

CUBIC FEET PER HOUR

CLEANOUT

CLEANOUT TO GRADE

CIRCULATION PUMP

DOUBLE CLEANOUT

DRINKING FOUNTAIN

ELEVATION

ELECTRIC WATER HEATER

ELECTRIC WATER COOLER

DEGREES FAHRENHEIT

FLOOR CLEANOUT

FINISHED FLOOR ELEVATION

FEET

GUTTER DRAIN

GREASE INTERCEPTOR

GALLONS PER HOUR

GALLONS PER MINUTE

GAS WATER HEATER

HORSEPOWER

HEAD

INCHES

INVERT

KILOWATT

1,000 BTUH

MIXING VALVE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NORMALLY CLOSED

NORMALLY OPEN

OUTSIDE SCREW AND YOKE

PHASE

POUNDS PER SQUARE INCH GAUGE

STATIC PRESSURE

TYPICAL

YARD BOX

WALL CLEANOUT

AFF

AFG

ANT

AVTR

B.C.

BOP

BTU

BTUH

CWB

CFH

CO

COTG

CP

DCO

DF

EL

EWH

EWC

°F

FCO

FFE

FT

GD

GI

GPH

GPM

GWH

HP

HD

IN

INV

kW MBh

MV

NA

NIC

No. # N.C.

N.O.

OS&Y

Ph

PSIG

SP

TYP

YB

WCO

DOUBLE CLEANOUT TO GRADEDCOTG

ETR EXISTING TO REMAIN

POWERS OF HARDNESS

PH

HOSE BIBBHB

DS DOWNSPOUT

DSN DOWNSPOUT NOZZLE

PLUMBING SYMBOL LEGEND

ABBREVIATIONS

POINT OF NEW CONNECTION TO EXISTING

KEYED NOTE

SCHEMATIC SYMBOLS

ABBREVIATIONSYMBOL DESCRIPTION

XX

255' OF 6" @ 0.15%SLOPE

SLOPE AND LINEAL FOOTAGE

F.D.C.FIRE DEPARTMENT INLET CONNECTION F.D.C.

SAS SASSANITARY MANHOLE

M.H. M.H.(E)

GM

WM

REDUCED PRESSURE BACKFLOW PREVENTER

STORM DRAIN

IRRIGATION

F.H.(E)F.H.

LP

PP

C.O.(E)C.O.

LIGHT POLE

FENCING

POWER POLE

CLEANOUT

THRUST BLOCK

CONSTRUCTION

FIRE HYDRANT

VALVE WITH VALVE BOX

NATURAL GAS

FIRE PROTECTION

COLD WATER SUPPLY

SANITARY SEWER

SASSAS

WATER METER

NATURAL GAS METER

GATE VALVE

VALVE IN RISER

WM

GM

LP

PP

POST INDICATOR VALVE

PIV

PIV

W

F

SD

G

IRR

S EX. S

EX. W

EX. F

EX. G

EX. SD

EX. IRR

EXISTINGNEWDESCRIPTION

SITE UTILITY SYMBOLS

CARBON DIOXIDECO2

H

HE

AC

AR

CDA

LOX

LN LIQUID NITROGEN

LIQUID OXYGEN

HYDROGEN

HELIUM

ACETYLENE

ARGON

COMPRESSED DRY AIR

O OXYGEN

CDA

CO2

AR

AC

HE

H

LN

LOX

O

SYMBOL ABBREVIATION DESCRIPTION

PROCESS GASES

S

VACUUM BREAKER

ATMOSPHERIC VACUUM BREAKER

PRESSURE STYLE

FLOW SWITCH

SOLENOID VALVE

FUEL GAS PRESSURE REGULATOR

DIAPHRAGM (PROCESS SYSTEMS)

OS&Y VALVE

GATE VALVE

GLOBE VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE

PLUG VALVE

WATER PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

TEMPERATURE AND PRESSURE RELIEF VALVE

2-WAY CONTROL VALVE

3-WAY MODULATING CONTROL VALVE

VALVE IN VERTICAL

REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)

DRAIN VALVE

BALANCING VALVE/CIRCUIT SETTER MEASURING DEVICE

OR OR

OR

OR

DESCRIPTIONSYMBOL

VALVE SYMBOLS

P##

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

LETTER REFER TO EQUIPMENT TYPE

NUMBER REFERS TO SPECIFIC EQUIPMENT

SYMBOL INDICATES FIXTURE/EQUIPMENT

IDENTIFIED IN EQUIPMENT SCHEDULE

SECTION SYMBOL

DETAIL SYMBOL

SECTION, ELEVATION, AND DETAIL TITLES

FIXTURE & EQUIPMENT SYMBOL

P-100

A

P-500

P-200

A

P-500

P-300

A

SCALE

ELEVATION

SCALE

DETAIL

SCALE

SECTION

IRR

INDIRECT WASTEIW

TW

TWR

SAN

V

DHWR

DCW

DHW

LA

IA

INW

IHWR

IHW

ICW

PD

SCW

IRR

NGH

NGM

G

LPG

ORD

RD

DIR

DIS

NPW

MU

ROR

ROS

CD

CA

AW

AV

PUMPED DISCHARGE LINE

IRRIGATION

SOFT COLD WATER

TEMPERED WATER (TEMP °F)

TEMPERED WATER RETURN (TEMP °F)

NATURAL GAS-HIGH PRESSURE

NATURAL GAS-MEDIUM PRESSURE

LAB COMPRESSED AIR

INSTRUMENT COMPRESSED AIR

INDUSTRIAL WASTE

REVERSE OSMOSIS RETURN

INDUSTRIAL HOT WATER RETURN

INDUSTRIAL HOT WATER

INDUSTRIAL COLD WATER

NATURAL GAS-LOW PRESSURE

LIQUIFIED PETROLEUM GAS

OVERFLOW ROOF DRAIN

STORM/ROOF DRAIN

SANITARY SEWER

DEIONIZED WATER RETURN

DEIONIZED WATER SUPPLY

VENT

NON-POTABLE WATER

MAKE-UP WATER

REVERSE OSMOSIS SUPPLY

140° DOMESTIC HOT WATER

140° DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER

DOMESTIC COLD WATER

CONDENSATE DRAIN

COMPRESSED AIR

ACID WASTE

ACID VENT

SHW SOFT HOT WATER

SAN

AV

AW

CA

CD

ROS

ROR

NPW

V

DIS

DIR

RD

ORD

LPG

G

NGM

NGH

SCW

PD

INW

IA

IW

LA

SHW

GW GREASE WASTEGW

GV GREASE VENT

ABBREVIATIONSYMBOL DESCRIPTION

PIPING SYMBOLS

ICW

IHW

IHWR

TWR (_ _ _)

TW (_ _ _)

GV

DCW

DHW

DHWR

DHW 140ºF

DHWR 140ºF

MU

DHW 140ºF

DHWR 140ºF

CONTINUOUS BLOWDOWNCBD

GENERAL NOTES:

CONTRACTOR SHALL PROVIDE NEW PIPING IDENTIFICATION LABELS PER SPECIFICATION SECTION 09 91 00 FOR ALL MECHANICAL AND PLUMBING PIPING (NEW AND EXISTING TO REMAIN) IN BUILDING 43 AND 43A.

CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS FOR VA AND A/E REVIEW AND APPROVAL PRIOR TO

THE START OF WORK.

CONTRACTOR SHALL INSULATE ALL NEW PLUMBING PIPING AND EXISTING PIPING IDENTIFIED IN PLAN PER SPECIFICATION SECTION 22 07 11, NO ASBESTOS CONTAINING MATERIALS ARE PERMISSIBLE.

ALL PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN FURRED CHASES OR SUSPENDED

CEILINGS, UNLESS OTHERWISE NOTED.

PROVIDE ACCESS PANELS OR DOORS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES, TRAPS, DAMPERS, CLEANOUTS, COILS, FANS, CONTROLS, ETC. THEY SHALL BE FURNISHED UNDER DIVISION 22 AND

INSTALLED UNDER THE ARCHITECTURAL SPECIFICATION. ACCESS DOOR RATING SHALL MATCH

CLASSIFICATION OF WALL AND CEILING FIRE RATING..

REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE RATED AND/OR SMOKE RATED WALLS AND ASSEMBLIES. ALL PIPE PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL.

CONTRACTOR SHALL COORDINATE ALL DUCTWORK, PIPING, PLUMBING AND FIRE PROTECTION PIPING WITH STRUCTURAL AND ELECTRICAL SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS

AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY.

CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, AND HANGING DEVICES

FOR INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC.

CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ALL BUILDING TRADES TO AVOID

CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT, ETC., AS MAY BE REQUIRED TO ADEQUATELY SUPPORT THE MECHANICAL PIPING, DUCTWORK, AND EQUIPMENT IN A MANNER APPROVED BY THE ARCHITECT, WHICH WILL NOT OVERLOAD

THE BUILDING STRUCTURAL SYSTEM.

IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTS AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE.COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE

DRAWING. SAFETY PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT

CLEARANCES. PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE

PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.

1.

2.

3.

6.

7.

8.

9.

THE DEMOLITION DRAWINGS REFLECT INFORMATION ON EXISTING BUILDING SERVICES GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MAINTENANCE PERSONNEL AND PREVIOUS CONSTRUCTION DRAWINGS. THE EXACT LOCATION, ARRANGEMENT, AND SIZES OF PIPE LINES AND DUCTWORK IN THE

EXISTING BUILDING MAY BE DIFFERENT FROM THAT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF EXISTING BUILDING SERVICES FOR

REMOVALS WITH OWNER AUTHORIZED REPRESENTATIVE AND SHALL CONFORM TO THEIR

REQUIREMENTS.

DISRUPTION OF NORMAL FACILITY ACTIVITIES ARE TO BE KEPT TO AN ABSOLUTE MINIMUM. DUST, DEBRIS, AND FUMES SHALL BE CONTROLLED SO AS NOT TO AFFECT THE HEALTH AND SAFETY OF OCCUPIED AREAS WITHIN THE FACILITY WHICH ARE OUTSIDE THE AREA OF WORK. COORDINATE WITH

THE ARCHITECT AND THE OWNER'S REPRESENTATIVE WITH REGARD TO ALL ACTIVITIES TO BE

CONDUCTED OUTSIDE OF THE SUITE REMODEL AREA WHICH MAY AFFECT THE OPERATION OF THE FACILITY. THE CONTRACTOR SHALL PROVIDE TEMPORARY VENTILATION (MAINTAIN WORK ZONE AT NEGATIVE PRESSURE), FILTRATION, AIR PURIFIERS, DUST SCREENS, ETC. FOR ALL WORK AREAS

AFFECTED BY DEMOLITION FOR NEW INSTALLATION TO MINIMIZE DUST AND FUMES.

THE CONTRACTOR SHALL PRESENT AN AREA BY AREA WORK PLAN WELL IN ADVANCE TO THE ARCHITECT AND THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING WORK. THE

WORK PLAN SHALL INCLUDE AN OUTLINE OF ALL ACTIVITIES OF ALL SUBCONTRACTORS. THE

CONTRACTOR SHALL COORDINATE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE TO ESTABLISH

ACCEPTABLE ROUTING AND ACCESS FOR MATERIALS REQUIRED FOR THE NEW INSTALLATION.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES INCLUDING

MECHANICAL, PLUMBING, ELECTRICAL, FURNITURE, AND ARCHITECTURAL. ANY DISCREPANCIES SHALL

BE REPORTED IMMEDIATELY TO THE ARCHITECT PRIOR TO START OF WORK.

ALL NEW TO EXISTING PIPE CONNECTIONS SHALL BE FIELD VERIFIED PRIOR TO ORDERING AND

FABRICATING NEW PIPING SYSTEMS.

A

B

C

D

E

F

GENERAL DEMOLITION NOTES:

ESEW EMERGENCY SHOWER EYE WASH

D DRAIND

MAKE-UP WATERMU MU

DRAINAGE FIXTURE UNITDFU

WSFU WATER SUPPLY FIXTURE UNITS

DOMESTIC COLD WATER FIXTURE UNITDCWFU

DOMESTIC HOT WATER FIXTURE UNITDHWFU

FROM FLOOR ABOVEFFA

FROM FLOOR BELOWFFB

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

EXTENT OF DEMO PIPING TO EXISTING PIPING

STRAINER WITH BLOWDOWN VALVE & HOSE BIBB

NEW PIPE CONNECTION TO EXISTING PIPING

EXISTING PIPE TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

EXTENT OF DEMO TO EXISTING

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS APPLY TO THIS PROJECT

A

PENETRATION

TEST PLUG (PRESS/TEMP)

(WH) (HB)

RD/OD/DD

DCOTG

FCO/COTG

FS/FD/AD

VTR

ROOF DRAIN/OVERFLOW DRAIN/DECK DRAIN

TWO WAY OR DOUBLE CLEANOUT TO GRADE

FLOOR CLEANOUT/CLEANOUT TO GRADE

FLOOR SINK , FLOOR DRAIN , AREA DRAIN

WATER HAMMER ARREST0R

FITTING (PETE'S PLUG)

AQUASTAT

PRESSURE GAUGE AND GAUGE COCK

THERMOMETER

FLEXIBLE CONNECTION

UNIVERSAL TEMPERATURE-PRESSURE

ORIFICE UNION

FLANGED UNION

UNION

RISE IN PIPE

DROP IN PIPE

CAPPED OUTLET

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

ECCENTRIC REDUCER

REDUCER OR INCREASER

PIPE GUIDE

DIRECTION OF FLOW

MAV MANUAL AIR VENT (MAV)

AAV AUTOMATIC AIR VENT (AAV)

TRAP PRIMER WITH ACCESS PANELTP

SLOPE OF PIPE

VENT THROUGH ROOF

AG AIR GAP FITTING

WALL HYDRANT, HOSE BIBB

OR

CBD CONTINUOUS BLOWDOWNCBD

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

NOT FOR

CONSTRUCTION

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

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A M

P-001

PLUMBING NOTES, SYMBOLS &

ABBREVIATIONS

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS K. LUKE

100% CONSTRUCTION

DOCUMENTS

Revisions: Date: 7/20/2022 07/20/2022

DN

BFP

BFP

2 3

E

D

FD-0-4"

FD-0-4"

FD-C-3"

4" SAN

4" SAN

1" DCW

2" CBD4" SAN

4" SAN

CRU-43-BB (E)

E9

G-905

F9

G-905

4" SAN

4" SAN 4" SAN

1 2 3 4

E

D

C

B

A

1" DCW

2" DCW

2" SAN

3/4" DHW

P-528

CO

4" SAN

4" SAN

1 1/4" DCW

4" SAN

5" SAN

4" SAN

4" SAN

CO

3" SAN

4" SAN

6" SAN

8" SAN

4" SAN

4" SAN

4" SAN

4" SAN

8" SAN

5" SAN

4" SAN

4" SAN

4" SAN

8" SAN

4" SAN

4" SAN

4" SAN

2" SAN

2" CBD

2" CBD

2" SAN

2" CBD

FD-0-4"

CO

FD-B-3"

CO

FD-0-4"

CO

FD-0-4"

FD-0-4"

CO

CO

FD-B-3"

CO

FD-B-3"

FD-B-3"

FD-0-4"

FD-B-3"

FD-B-3"

FD-B-3"

4" SAN

CO

1" DCW

F

P

D B

BFD-43-ML (E)

CST-43-ML (E)

INSTRUMENT

PANEL (E)

5" RD

4" RD

3" RD

4" ORD

5" RD

4" RD

3" RD

4" RD

2" DCW

1" DCW

3/4" DHW

2 1/2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

3" SAN

4" SAN

2" SAN 2" SAN

F7

G-903 F5

G-903

E6

G-905

F6

G-905

4" ORD

2 1/2" SAN

1/2" DCW

3" RD

4" RD

5" SAN

4" SAN

3" SAN

3/4" DCW

3/4" DCW

43-DT-1 (E)

STB-433ML (E)

STB-432ML (E)

STB-431ML (E)

WATER

TREATMENT

(E)

3" SAN

LPG TANK (E)

EG-1 (E)T-1 (E)

1 1/2" SAN

4" V

4" ORD

ELECTRICAL ROOM

MA-107

GENERATOR ROOM

MA-106

SUPPLY ROOM

MA-105

STAIR

MA-110

CHEMICAL TESTING

ROOM

MA-111

BOILER PLANT

MA-108

CONTROL ROOM

MA-104

MECH AREA-2

MA-100-2

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

A

A

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

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-1

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:4

:5

A M

PD101A

PLUMBING DEMOLITION PLAN - LEVEL 1 AND

BASEMENT LEVEL - AREA A

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1 REMOVE BRANCH PIPING BACK TO MAIN PIPING AND CAP AT TEE. BRANCH PIPING LENGTH SHALL BE A

MAXIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE.

2 REMOVE EXISTING EYE WASH STATION, REMOVE DCW LINE BACK TO MAIN PIPING AND CAP AT TEE.

BRANCH PIPING LENGTH SHALL BE A MAXIMUM OF TWO TIMES THE DIAMETER OF THE PIPE.

3 REMOVE BELOW GRADE SANITARY PIPING AS NECESSARY TO CONNECT NEW SANITARY LINE.

4 DISCONNECT EXISTING BELOW SLAB SANITARY AS SHOWN, CAP PIPING AS NEEDED AND PREPARE FOR

CONNECTION OF NEW PIPING. PATCH FLOOR AS REQUIRED TO MATCH EXISTING.

5 REMOVE EXISITNG 3/4" DHW LINE UP TO WATER HEATER.

6 REMOVE EXISTING 3/4" DHWR LINE UP TO WATER HEATER.

7 REMOVE EXISTING 1" DCW LINE UP TO WATER HEATER.

8 REMOVE EXISTING SANITARY LINE SERVING MEZZANINE LEVEL FLOOR DRAIN.

9 REMOVE 4” VENT PIPE PENETRATING LEVEL 2 AS NECESSARY TO REROUTE AROUND NEW

CONSTRUCTION, SEE PLUMBING PIPING PLANS FOR NEW WORK.

10 REMOVE EXISTING PIPING ROUTED TO SUMP PIT WITHIN THE BASEMENT LEVEL

11 REMOVE 1-1/2” SAN LINE FROM EXISTING SIDE STEAM FILTER THROUGH FLOOR TO LEVEL 1 FLOOR

DRAIN.

12 EXISTING OVERFLOW ROOF DRAIN PIPING TO BE REMOVED AND REROUTED OUTSIDE OF THE NEW

LEVEL 2 ELECTRICAL ROOM.

1/4" = 1'-0" F1

PLUMBING DEMO PLAN - BASEMENT LEVEL - AREA A

1/4" = 1'-0"

F3

PLUMBING DEMO PLAN - LEVEL 1 - AREA A

GENERAL SHEET NOTES

KEYNOTES

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. CONTRACTOR SHALL ENSURE CONTINUED UNINTERRUPTED FACILITY SERVICES

AND OPERATIONS DURING CONSTRUCTION AND RENOVATION. CONTRACTOR

SHALL PROVIDE TEMPORARY SERVICES FOR ANY DETERMINED INTERRUPTIONS.

A DETAILED SCHEDULE, INCLUDING PROJECTED DATES WITH DURATIONS, AND

DETAILED PHASING PLANS ARE TO BE PROVIDED, COORDINATED AND APPROVED

BY THE VA PRIOR TO THE START OF ANY TEMPORARY SERVICE WORK.

C. CONTRACTOR SHALL SUBMIT COMPLETE LAYOUT DRAWINGS COORDINATED

WITH ALL TRADES REQUIRED BY SPECIFICATION SECTION 22 05 11 FOR

APPROVAL BY THE VA. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY THE VA.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

G. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

H. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL

VALVES, TRAPS, CLEANOUTS, ETC. ACCESS PANELS SHALL BE FURNISHED

UNDER DIVISION 22 AND INSTALLED UNDER THE ARCHITECTURAL

SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF

WALL AND CEILING FIRE RATING.

I. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

J. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

K. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

L. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

M. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES

ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS

DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE

DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR

SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS,

PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE

IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT

STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND

INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE

PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY

PERSONNEL AND SERVICE PERSONNEL. ACCESS POINTS OF USE SHALL BE

CLEARLY IDENTIFIED ON THE DRAWINGS.

Revisions: Date: 7/20/2022

MATHEW PERKINS

NO.005843

4 5 6

E

D

C

B

A

3/4" DHWR

3/4" DHW

1" DCW

2" DCW

2" SAN

3/4" DHW

1" DCW

3/4" DHWR

3/4" DHW

1 1/2" V 3/4" DCW

P-401

P-608

P-201

P-103

P-528

P-702

CO

CO

CO

3/4" DHW

2" V

1" DCW

2" DCW

3/4" DCW

2" SAN

4" SAN

4" SAN

2" SAN

4" SAN

4" SAN

1 1/4" DCW

4" SAN

5" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

CO

CO

FD-B-3"

FD-B-3"

FD-B-3"

CO

FD-B-3"

FD-B-3"

2" DCW

3" DCW

CO

FD-0-4"

4" SAN

5" SAN

5" SAN

5" SAN

4" SAN

4" SAN

FD-0-4"

FD-0-4"

FD-0-4"

FD-0-4"

4" CO TO GRADE

4" SAN

INSTRUMENT

PANEL (E)

F

P

D A

43-WCCH-1 (E)

43-WCCH-2 (E)

43-WCCH-3 (E)

3" RD

2" V

43-P6 (E)

43-P7 (E)

43-P8 (E)

43-P12 (E)

43-P11 (E)

43-P10 (E)

43-P9 (E)

HE-2 (E)

43-P14 (E)

43-P13 (E)

HE-1 (E)

WATER

TREATMENT

(E)

43A-P2 (E)

43A-P1 (E)

64" ORD

1/2" DCW

3" SAN

BLDG 43A

43A

VESTIBULE

CHILLER ROOM

MA-109

RESTROOM/LOCKER

ROOM

MA-103

CONTROL ROOM

MA-104

CHEMICAL TESTING

ROOM

MA-111

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

B

B

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

/5

-1

-1

.4

.M

P .r v t

/2 /2

:5

:0

A M

PD101B

PLUMBING DEMOLITION PLAN - LEVEL 1 -

AREA B

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1 REMOVE BRANCH PIPING BACK TO MAIN PIPING AND CAP AT TEE. BRANCH PIPING LENGTH SHALL BE A

MAXIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE.

2 CAP SANITARY SEWER PIPING FLUSH WITH FINISH FLOOR ELEVATION. COORDINATE WITH

ARCHITECTURE AND INTERIORS.

3 EXISTING EYE WASH STATION TO BE REMOVED, REMOVE DCW LINE BACK TO MAIN PIPING AND CAP AT TEE. BRANCH PIPING LENGTH SHALL BE A MAXIMUM OF TWO TIMES THE DIAMETER OF THE PIPE.

4 REMOVE EXISTING 3/4" DHWR LINE UP TO WATER HEATER.

5 REMOVE EXISITNG 3/4" DHW LINE UP TO WATER HEATER.

6 REMOVE EXISTING PIPING AS NECESSARY TO INSTALL NEW STRUCTURAL FRAMING AND KALWAL, SEE

STRUCTURAL AND ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION.

7 REMOVE EXISTING 2" VENT THROUGH ROOF AND ASSOCIATED PIPING SUPPORTS.

8 REMOVE EXISTING SANITARY LINE SERVING MEZZANINE LEVEL FLOOR DRAIN.

1/4" = 1'-0" F4

PLUMBING DEMO PLAN - LEVEL 1 - AREA B

GENERAL SHEET NOTES

KEYNOTES

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. CONTRACTOR SHALL ENSURE CONTINUED UNINTERRUPTED FACILITY SERVICES

AND OPERATIONS DURING CONSTRUCTION AND RENOVATION. CONTRACTOR

SHALL PROVIDE TEMPORARY SERVICES FOR ANY DETERMINED INTERRUPTIONS.

A DETAILED SCHEDULE, INCLUDING PROJECTED DATES WITH DURATIONS, AND

DETAILED PHASING PLANS ARE TO BE PROVIDED, COORDINATED AND APPROVED

BY THE VA PRIOR TO THE START OF ANY TEMPORARY SERVICE WORK.

C. CONTRACTOR SHALL SUBMIT COMPLETE LAYOUT DRAWINGS COORDINATED

WITH ALL TRADES REQUIRED BY SPECIFICATION SECTION 22 05 11 FOR

APPROVAL BY THE VA. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY THE VA.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

G. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

H. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL

VALVES, TRAPS, CLEANOUTS, ETC. ACCESS PANELS SHALL BE FURNISHED

UNDER DIVISION 22 AND INSTALLED UNDER THE ARCHITECTURAL

SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF

WALL AND CEILING FIRE RATING.

I. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

J. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

K. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

L. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

M. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES

ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS

DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE

DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR

SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS,

PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE

IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT

STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND

INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE

PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY

PERSONNEL AND SERVICE PERSONNEL. ACCESS POINTS OF USE SHALL BE

CLEARLY IDENTIFIED ON THE DRAWINGS.

Revisions: Date: 7/20/2022

MATHEW PERKINS

NO.005843

WH

1 2 3 4

E

D

C

B

A

3/4" DHW

1" SCW

3/4" DHW

3/4" DHWR

F

P

D B

BFD-43-ML (E)

CST-43-ML (E)

3" DCW

3" DCW

43-DWH-1

1" SCW

43-DWBP-1

43-UH-3

43-UH-4

43-UH-5

43-UH-6

4" ORD

3" RD

4" ORD

4" ORD

3" RD

3" RD

3" DCW

3" DCW

4" ORD

4" ORD

3" RD

4" LPS

1" LPG

1" LPG

4" LPS

1" LPG

4" LPS

3" V

3/4" DHW

3/4" DHW

3/4" DHW

F6

G-903

4" ORD

43-UH-7

STB-433ML (E)

STB-432ML (E)

STB-431ML (E)

C2

G-902

C1

G-902

E1

G-902

FD-0-3"

FD-0-3"

3/4" DCW

3/4" DCW

1 1/4" DCW

1 1/4" DCW

1 1/4" DCW

1" SCW1" DCW

4" V 7

1 1/2" SAN

43-SS-1 (E)

1" SCW

3" ORD

3" ORD

ELECTRICAL ROOM

MA-107

SUPPLY ROOM

MA-105

NEW GENERATOR

ROOM

MA-106

BOILER PLANT

MA-108

BOILER ROOM -

MEZZANINE

MA-200

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

A

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

/5

-1

-1

.4

.M

P .r v t

/2 /2

:5

:1

A M

PD102A

PLUMBING DEMOLITION PLAN - LEVEL 2 -

AREA A

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1 EXISTING DOMESTIC WATER BOOSTER PUMP SKID TO BE RELOCATED.

2 REMOVE EXISTING DOMESTIC WATER HEATER AND RECIRCULATION PUMP.

3 REMOVE 4” VENT PENETRATING LEVEL 2 AS NECESSARY TO REROUTE AROUND NEW CONSTRUCTION, SEE PLUMBING PIPING PLANS FOR NEW WORK.

4 REMOVE 3/4” DCW PENETRATING LEVEL 2 AS NECESSARY TO REROUTE AROUND NEW CONSTRUCTION, SEE PLUMBING PIPING PLANS FOR NEW WORK.

5 REMOVE 1-1/4” DCW AND FITTING AS NECESSARY TO INSTALL NEW REDUNDANT VALVE ASSEMBLY, SEE

PLUMBING PIPING PLANS FOR NEW WORK.

6 REMOVE PIPING AS NECESSARY TO INSTALL NEW STRUCTURAL FRAMING AND KALWAL, SEE

STRUCTURAL AND ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION.

7 REMOVE EXISTING 4” VENT THROUGH ROOF AS NECESSARY TO REROUTE AROUND NEW EXHAUST FAN

43-EF-4, SEE PLUMBING PLANS FOR NEW WORK.

8 REMOVE 1-1/2” SAN LINE FROM EXISTING SIDE STEAM FILTER THROUGH FLOOR TO LEVEL 1 FLOOR

DRAIN.

9 EXISTING OVERFLOW ROOF DRAIN PIPING TO BE REMOVED AND REROUTED OUTSIDE OF THE NEW

LEVEL 2 ELECTRICAL ROOM.

1/4" = 1'-0" F3

PLUMBING DEMO PLAN - LEVEL 2 - AREA A

GENERAL SHEET NOTES

KEYNOTES

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. CONTRACTOR SHALL ENSURE CONTINUED UNINTERRUPTED FACILITY SERVICES

AND OPERATIONS DURING CONSTRUCTION AND RENOVATION. CONTRACTOR

SHALL PROVIDE TEMPORARY SERVICES FOR ANY DETERMINED INTERRUPTIONS.

A DETAILED SCHEDULE, INCLUDING PROJECTED DATES WITH DURATIONS, AND

DETAILED PHASING PLANS ARE TO BE PROVIDED, COORDINATED AND APPROVED

BY THE VA PRIOR TO THE START OF ANY TEMPORARY SERVICE WORK.

C. CONTRACTOR SHALL SUBMIT COMPLETE LAYOUT DRAWINGS COORDINATED

WITH ALL TRADES REQUIRED BY SPECIFICATION SECTION 22 05 11 FOR

APPROVAL BY THE VA. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY THE VA.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

G. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

H. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL

VALVES, TRAPS, CLEANOUTS, ETC. ACCESS PANELS SHALL BE FURNISHED

UNDER DIVISION 22 AND INSTALLED UNDER THE ARCHITECTURAL

SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF

WALL AND CEILING FIRE RATING.

I. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

J. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

K. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

L. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

M. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES

ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS

DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE

DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR

SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS,

PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE

IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT

STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND

INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE

PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY

PERSONNEL AND SERVICE PERSONNEL. ACCESS POINTS OF USE SHALL BE

CLEARLY IDENTIFIED ON THE DRAWINGS.

Revisions: Date: 7/20/2022

MATHEW PERKINS

NO.005843

WH

E

D

C

B

A

1" SCW

3/4" DHW

3/4" DHWR

F

P

D A

43-FCU-1

43-DWH-1

3" RD

3" DCW

3" DCW

4" ORD

3" RD

4" ORD

4" ORD

4" ORD

2" V

2" MU

2" MU

2" MU

4" ORD

4" V

4" V4

E1

G-902

FD-0-3"

2" MU 5

4" D

4" D

3" D

CHILLER ROOM

MA-109

CORRIDOR

MA-202

OFFICE

MA-203

OFFICE

MA-205

NEW OFFICE

MA-204

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

B

B

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

/5

-1

-1

.4

.M

P .r v t

/2 /2

:5

:2

A M

PD102B

PLUMBING DEMOLITION PLAN - LEVEL 2 -

AREA B

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1 REMOVE EXISTING DOMESTIC WATER HEATER AND RECIRCULATION PUMP.

2 REMOVE EXISTING FAN COIL UNIT AND ASSOCIATED PIPING.

3 REMOVE EXISTING 2" VENT THROUGH ROOF AND ASSOCIATED PIPING SUPPORTS.

4 REMOVE PIPING AS NECESSARY TO INSTALL NEW STRUCTURAL FRAMING AND KALWAL, SEE

STRUCTURAL AND ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION.

5 REMOVE 2” MAKE-UP WATER AND 3” DRAIN RISERS THROUGH ROOF FOR REPLACMENT, SEE PLUMBING

PIPING PLANS FOR NEW WORK.

6 REMOVE 4” DRAIN PIPE AND FITTING AS NECESSARY TO INSTALL NEW, SEE PLUMBING PLANS FOR NEW

WORK.

1/4" = 1'-0" F4

PLUMBING DEMO PLAN - LEVEL 2 - AREA B

GENERAL SHEET NOTES

KEYNOTES

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. CONTRACTOR SHALL ENSURE CONTINUED UNINTERRUPTED FACILITY SERVICES

AND OPERATIONS DURING CONSTRUCTION AND RENOVATION. CONTRACTOR

SHALL PROVIDE TEMPORARY SERVICES FOR ANY DETERMINED INTERRUPTIONS.

A DETAILED SCHEDULE, INCLUDING PROJECTED DATES WITH DURATIONS, AND

DETAILED PHASING PLANS ARE TO BE PROVIDED, COORDINATED AND APPROVED

BY THE VA PRIOR TO THE START OF ANY TEMPORARY SERVICE WORK.

C. CONTRACTOR SHALL SUBMIT COMPLETE LAYOUT DRAWINGS COORDINATED

WITH ALL TRADES REQUIRED BY SPECIFICATION SECTION 22 05 11 FOR

APPROVAL BY THE VA. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY THE VA.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

G. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

H. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL

VALVES, TRAPS, CLEANOUTS, ETC. ACCESS PANELS SHALL BE FURNISHED

UNDER DIVISION 22 AND INSTALLED UNDER THE ARCHITECTURAL

SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF

WALL AND CEILING FIRE RATING.

I. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

J. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

K. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

L. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

M. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES

ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS

DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE

DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR

SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS,

PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE

IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT

STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND

INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE

PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY

PERSONNEL AND SERVICE PERSONNEL. ACCESS POINTS OF USE SHALL BE

CLEARLY IDENTIFIED ON THE DRAWINGS.

Revisions: Date: 7/20/2022

MATHEW PERKINS

NO.005843

D

C

B

A

1" CD1

F

P

D B

43-RTU-1

43-GH-6(E)

43-GH-7(E)

FGE-433RF(E)

FGE-432RF(E)

43-EF-4

43-EF-5

43-BIH-2(E)

43-BIH-3(E)

43-EAC-1

43-REF-4(E)

43-REF-5(E)

43-EAC-2

43-EAC-343-EF-3

FGE-431RF(E)

43-BIH-1(E)

43-EF-7

43-EF-8

43-EF-9

43-EF-10

43-EF-6

3" V

43-GH-3

43-GH-4

43-GH-5

ORD-1RD-1

RD-1 ORD-1

RD-1ORD-1

RD-1

ORD-1

2" V

1" V

3/4" SAN

1" V

2" V

3/4" SAN

1" V

3/4" SAN

1" V

2" VTR

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

A

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

/5

-1

-1

.4

.M

P .r v t

/2 /2

:5

:2

A M

PD103A

PLUMBING DEMOLITION PLAN - ROOF LEVEL -

AREA A

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0" F3

PLUMBING DEMO PLAN - ROOF LEVEL - AREA A

1 REMOVE EXISTING 1" CONDENSATE DRAIN LINE.

2 REMOVE EXISTING 4” VENT THROUGH ROOF AS NECESSARY TO REROUTE AROUND NEW EXHAUST FAN

43-EF-4, SEE PLUMBING PIPING PLANS FOR NEW WORK.

3 REMOVE EXISTING 4" VENT THROUGH ROOF.

GENERAL SHEET NOTES

KEYNOTES

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. CONTRACTOR SHALL ENSURE CONTINUED UNINTERRUPTED FACILITY SERVICES

AND OPERATIONS DURING CONSTRUCTION AND RENOVATION. CONTRACTOR

SHALL PROVIDE TEMPORARY SERVICES FOR ANY DETERMINED INTERRUPTIONS.

A DETAILED SCHEDULE, INCLUDING PROJECTED DATES WITH DURATIONS, AND

DETAILED PHASING PLANS ARE TO BE PROVIDED, COORDINATED AND APPROVED

BY THE VA PRIOR TO THE START OF ANY TEMPORARY SERVICE WORK.

C. CONTRACTOR SHALL SUBMIT COMPLETE LAYOUT DRAWINGS COORDINATED

WITH ALL TRADES REQUIRED BY SPECIFICATION SECTION 22 05 11 FOR

APPROVAL BY THE VA. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY THE VA.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

G. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

H. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL

VALVES, TRAPS, CLEANOUTS, ETC. ACCESS PANELS SHALL BE FURNISHED

UNDER DIVISION 22 AND INSTALLED UNDER THE ARCHITECTURAL

SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF

WALL AND CEILING FIRE RATING.

I. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

J. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

K. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

L. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

M. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES

ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS

DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE

DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR

SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS,

PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE

IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT

STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND

INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE

PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY

PERSONNEL AND SERVICE PERSONNEL. ACCESS POINTS OF USE SHALL BE

CLEARLY IDENTIFIED ON THE DRAWINGS.

Revisions: Date: 7/20/2022

MATHEW PERKINS

NO.005843

D

C

B

A

43-CT-1 (E)

43-CT-2 (E)

43-CT-3 (E)

43-GH-2(E)

43-GH-1(E)

43-OAH-6

43-EAC-3

43-EAC-2

43-EAC-1

2" V

3" D

2" MU

2" MU

3" D

3" D

2" MU

ORD-1RD-1

RD-1 ORD-1

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

B

B

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

/5

-1

-1

.4

.M

P .r v t

/2 /2

:5

:3

A M

PD103B

PLUMBING DEMOLITION PLAN - ROOF LEVEL -

AREA B

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1 REMOVE 2” MU AND 3” D RISERS THROUGH ROOF FOR REPLACMENT, SEE PLUMBING PIPING PLANS FOR

NEW WORK.

2 REMOVE EXISTING CONDENSATE DRAIN LINE.

3 REMOVE EXISTING 2" VENT THROUGH ROOF.

1/4" = 1'-0" F5

PLUMBING DEMO PLAN - ROOF LEVEL - AREA B

GENERAL SHEET NOTES

KEYNOTES

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. CONTRACTOR SHALL ENSURE CONTINUED UNINTERRUPTED FACILITY SERVICES

AND OPERATIONS DURING CONSTRUCTION AND RENOVATION. CONTRACTOR

SHALL PROVIDE TEMPORARY SERVICES FOR ANY DETERMINED INTERRUPTIONS.

A DETAILED SCHEDULE, INCLUDING PROJECTED DATES WITH DURATIONS, AND

DETAILED PHASING PLANS ARE TO BE PROVIDED, COORDINATED AND APPROVED

BY THE VA PRIOR TO THE START OF ANY TEMPORARY SERVICE WORK.

C. CONTRACTOR SHALL SUBMIT COMPLETE LAYOUT DRAWINGS COORDINATED

WITH ALL TRADES REQUIRED BY SPECIFICATION SECTION 22 05 11 FOR

APPROVAL BY THE VA. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY THE VA.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

G. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

H. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL

VALVES, TRAPS, CLEANOUTS, ETC. ACCESS PANELS SHALL BE FURNISHED

UNDER DIVISION 22 AND INSTALLED UNDER THE ARCHITECTURAL

SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF

WALL AND CEILING FIRE RATING.

I. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

J. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

K. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

L. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

M. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES

ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS

DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE

DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR

SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS,

PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE

IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT

STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND

INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE

PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY

PERSONNEL AND SERVICE PERSONNEL. ACCESS POINTS OF USE SHALL BE

CLEARLY IDENTIFIED ON THE DRAWINGS.

Revisions: Date: 7/20/2022

MATHEW PERKINS

NO.005843

BFP

BFP

E

D

MECH AREA-1

MA-100-1

1" DCW

FD-0-4"

FD-0-4"

FD-C-3"

CRU-43-BB (E)

3/4" D

FCU-100

4" SAN

2" SAN

2" SAN

4" SAN

2" CBD

4" SAN

3" SAN

3" SAN4" SAN

1 2 3 4

E

D

C

B

A

3/4" DHW

3/4" DHW

3/4" DHW

STORAGE

MA-121

ELECTRICAL ROOM

MA-107

VESTIBULE

MA-120

CHEMICAL TESTING

ROOM

CORRIDOR

GENERATOR ROOM

MA-106

BOILER PLANT

MA-108

STAIRS

MA-209

SUPPLY ROOM

MA-105

ENGINEERING

CONTROL CENTER

4" SAN

5" SAN

4" SAN

4" SAN

CO

4" SAN

4" SAN

6" SAN

8" SAN

4" SAN

4" SAN

4" SAN

4" SAN

8" SAN

5" SAN

5" SAN

4" SAN

4" SAN

4" SAN

8" SAN

4" SAN

4" SAN

4" SAN

2" SAN

2" CBD

2" CBD

2" SAN

2" CBD

FD-0-4"

CO

FD-B-3"

CO

FD-0-4"

CO

FD-0-4"

FD-0-4"

CO

CO

FD-B-3"

CO

FD-B-3"

FD-B-3"

FD-0-4"

FD-B-3"

FD-B-3"

FD-B-3"

CO

F

P

P B

/F3 PP101C

BFD-43-ML (E)

CST-43-ML (E)

2" DCW

1" DCW

43-SWHX-1

WATER

TREATMENT

(E)

5" RD

4" RD

3" RD

4" RD

FCU-1103

5" RD

4" RD

3" RD

3" RD

4" SAN

1" FOS

1" FOR

3/4" DHW

3/4" DCW

3/4" DHWR

3/4" DHWR

3/4" DHWR

1/2" DCW

2" DCW

FD-S-TP"3" SAN

3" SAN

3/4" DCW

3/4" DHW

3/4" DHW

4" SAN

4" SAN

4" SAN

FD-B-4"

3" SAN2" DCW

1 1/4" SCW

2" DCW

1 1/4" SCW

4" SAN

1 1/4" DCW

1 1/4" DCW

1 1/4" DCW

1" FOS

1" FOR

1" FOR

1" FOR

1" FOR

4" ORD

3" DCW 6

43-DT-1 (E)

4" SAN

3/4" D

1 1/2" DCW

1 1/2" DHW

3/4" DHWR 3" SAN

3/4" DCW

2" DCW

1 1/2" DHW

1 1/2" DCW

2" DCW

LPG TANK (E)

T-1 (E)

EG-1 (E)

G

4" LPS

3/4" D

CONNECT

4"SAN

TO EXISTING

8"SAN

CONNECT 3/4"DCW

INTO EXISTING

2"DCW

CONNECT 4"V TO

EXISTING 4"V

CONNECT 3"SAN TO

3"SAN. CAP PIPING AT

SAN-TEE

CONNECT 3"SAN TO

EXISTING 3"SAN

CONNECT 1-1/2"DCW

TO EXISTING 2"DCW

EG-1 (E)

4" V

CO

4" RD

D C

W

D C

W

P-417

FCU-121

3/4" D

3/4" D

4" V

4" RD

4" SAN

3" SAN

4" SAN

4" SAN

3" V

3" V

3" SAN

3" SAN

2" V

2" V

1/2" DCW

3" SAN

4" ORD

4" ORD

3" SAN

3/4" SCW

3/4" SCW

4" RD

3/4" DCW

NORTH

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural and Subconsultants:

KEY PLAN

NOT FOR

CONSTRUCTION

A

A

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

B

IM

/5

-1

-1

O p ti m iz e

B

E n e rg y P la n t

/5

-1

-1

.4

.M

P .r v t

/2 /2

:5

:1

A M

PP101A

PLUMBING PLAN - LEVEL 1 & BASEMENT

LEVEL - AREA A

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa, AZ 85202

(928) 499-3225

Mat Perkins

P2S ENGINEERING, INC.

5000 E. Spring Street

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

1501 SAN PEDRO SE ALBUQUERQUE, NM 87108

501-17-105

11/25/2019 M. PERKINS G. WEAVER

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0" F1

PLUMBING PLAN - BASEMENT LEVEL - AREA A

1/4" = 1'-0"

F4

PLUMBING PLAN - LEVEL 1- AREA A

1 PROVIDE NEW CIRCUIT SOLVER, SEE DETAIL ON SHEET P-501.

2 CAP DCW LINE AT MAIN PIPING. BRANCH PIPING LENGTH SHALL BE A MAXIMUM OF TWO TIMES THE

DIAMETER OF THE PIPE.

3 FAN COIL UNIT CONDENSATE DRAIN PIPING, SLOPE PIPING 1/8”/FT MINIMUM. DROP DOWN ON WALL

TO DISCHARGE OVER FLOOR DRAIN BELOW WITH A MINIMUM OF TWO PIPE DIAMETERS AIR GAP

ABOVE FLOOR DRAIN RIM. SECURE PIPING TO WALL WITH UNI-STRUT CHANNEL.

4 NEW STEAM TO HOT WATER HEAT EXCHANGER, SEE SHEETS M-501 AND M-701 FOR ADDITIONAL

INFORMATION.

5 NEW REDUNDANT DCW AND SCW MAKEUP VALVE ASSEMBLIES, SEE SHEET P-601 FOR ADDITIONAL

INFORMATION.

6 PROVIDE 4” FLOOR CLEANOUT FLUSH WITH FINISH FLOOR ELEVATION, COORDINATE WITH

STRUCTURAL AND ARCHITECTURE.

7 FAN COIL UNIT CONDENSATE DRAIN PIPING, SLOPE PIPING 1/8”/FT MINIMUM. DROP DOWN AND

STRAP PIPING TO STAIRS TO DISCHARGE OVER SUMP PIT BELOW.

8 NEW SANITARY LINE UP TO LEVEL 1 FLOOR DRAIN.

9 NEW SANITARY LINE UP TO LEVEL 2 FLOOR DRAIN.

10 EXISTING UNDERGROUND FUEL OIL TANK TO REMAIN.

11 CONTRACTOR SHALL REPLACE EXISTING VEEDER ROOT FUEL MONITORING SYSTEM AND PROVIDE

NEW CONTROL PANEL IN THE NEW CONTROL ROOM. THE EXISTING SYSTEM SHALL REMAIN

OPERATIONAL UNTIL SWITCHOVER TO THE NEW CONTROL ROOM TAKES PLACE.

12 NEW 4” VENT UP TO SECOND FLOOR, SEE SHEET PP102A FOR CONTINUATION.

13 NEW 2” VENT PENETRATING LEVEL 1 FLOOR UP THROUGH ROOF, SEE SHEET PP102A FOR

CONTINUATION. COORDINATE PENETRATION WITH ROOF REPLACEMENT.

14 NEW VENT ARM OVER ROUTED WITHIN EXISTING TRENCH, CUT…