9- Albany Plumbing - stamped.pdf

ACOUSTICAL TILEACT

ABOVE FINISH FLOORAFF

ACCESS PANELAP

ARCHITECTARCH

BATH TUBBT

BUILDINGBLDG

CUBIC FEET PER HOURCFH

CUBIC FEET PER MINUTECFM

CAST IRONCI

CEILINGCLG

CEMENT LINED DUCTILE IRONCLDI

CLEANOUTCO

CONCRETECONC

CONTINUATIONCONT

CONTRACTORCONTR

CHROME PLATEDCP

CONNECT TO EXISTINGCTE

COLD WATERCW

DOUBLE CHECK VALVE ASSEMBLYDCVA

DIAMETERDIA

DOWNDN

DRAWINGDWG

ELECTRICAL CONTRACTOREC

ELEVATIONEL/ELEV

EMERGENCY SHOWER EMS

EXISTING TO REMAINETR

FLOOR CLEANOUTFCO

FINISH FLOOR ELEVATIONFFE

FIXTURE NUMBERP-#

FLOORFLR

FIRE PROTECTIONFP

FLOW SWITCHFS

FOOTFT

ABBREVIATIONS

FLUSH VALVEFV

GALVANIZEDGALV

GENERAL CONTRACTORGC

GREASE INTERCEPTORGI

GALLON PER FLUSHGPF

GALLONS PER MINUTEGPM

HANDICAPPEDHC

HOT WATERHW

HOT WATER CIRCULATIONHWC

INSIDE DIAMETERID

INVERTINV

INDIRECT WASTEIW

LIMIT OF PLUMBING CONTRACTORLPC

MECHANICALMECH

MOP SERVICE BASIN-FIXTURE IDENTIFICATIONMSB

NORMALLY CLOSEDNC

NORMALLY OPENNO

NOT TO SCALENTS

NOT IN CONTRACTNIC

OUTSIDE DIAMETEROD

OPEN END DRAINOED

PLUMBING CONTRACTORPC

PLUMBINGPLBG

POUNDS PER SQUARE INCHPSI

REDUCED PRESSURE BACKFLOW PREVENTERRPBP

SHOCK ABSORBERSA

SHOWER-FIXTURE IDENTIFICATIONSH

SINK-FIXTURE IDENTIFICATIONSK

SPECIFICATIONSPEC

SOIL STACKSS

STAINLESS STEELST.ST.

TEMPERED WATERTW

TYPICALTYP

URINAL-FIXTURE IDENTIFICATIONU

VENTV

VACUUM BREAKERVB

VENT STACKVS

VENT THRU ROOFVTR

WASTEW

WATER CLOSET-FIXTURE IDENTIFICATIONWC

DOMESTIC COLD WATER

DOMESTIC COLD WATER BELOW SLAB

DOMESTIC HOT WATER

DOMESTIC HOT WATER CIRCULATING

WASTE ABOVE GROUND

WASTE BELOW SLAB

VENT ABOVE GROUND

VENT BELOW SLAB

PUMP DISCHARGE

INDIRECT WASTE

INDIRECT WASTE BELOW SLAB

NATURAL GAS PIPING

GAS VENT PIPING

140°F DOMESTIC HOT WATER

140°F DOMESTIC HOT WATER CIRCULATING

180°F DOMESTIC HOT WATER

180°F DOMESTIC HOT WATER CIRCULATING

COMPRESSED AIR

CW

HW

HWC

W

W

V

V

PD

IW

IW

G

GV

CA

BYHWR BYPASS HOT WATER RETURN

PIPING LEGEND GENERAL

FLOOR DRAIN

TRENCH DRAIN

AREA DRAIN

CLEANOUT

FLOOR CLEANOUT

GRADE CLEANOUT

P-TRAP

ELBOW UP OR RISE

ELBOW DOWN OR DROP

CAP OR END OF PIPE

HOSE BIBB

TEE LOOKING UP

TEE LOOKING DOWN

UNION

REDUCED PRESSURE ZONE BACKFLOW PREVENTER

CONNECT TO EXISTING

EXISTING TO REMAIN

EXISTING TO BE REMOVED

FLOW IN DIRECTION OF ARROWS

DIRECTION OF SLOPE

REDUCER

PIPE SLEEVE

PIPE GUIDE

FLOW METER

KEY NOTE DESIGNATION

LIMIT OF WORK

HANDICAP ACCESSIBLE

TRAP PRIMER

FM

TP

VALVES

BALL VALVE

CHECK VALVE

GAS COCK

MIXING VALVE

BALANCING VALVE

PRESSURE REDUCING/REGULATING VALVE

PRESSURE GAUGE

BACK WATER VALVE

FLOW SWITCH

SOLENOID VALVES

DESIGNATION INDICATOR

DETAIL DESIGNATION NUMBER

DETAIL DESIGNATION DRAWING

PD

IW

IW

G

GV

CA

BYHWR

140°

140°

180°

180°

140°

140°

180°

180°

GAS METER

WATER METER

G

M

A

P2.0

VALVE VERTICAL

GENERAL NOTES

1. PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE PLUMBING AND GAS CODE INCLUDING

ALL LOCAL AMENDMENTS.

3. PIPING AND EQUIPMENT IS SHOWN DIAGRAMMATICALLY. THE ACTUAL ROUTING OF PIPING AND EXACT LOCATION OF EQUIPMENT

SHALL BE DETERMINED IN THE FIELD.

4. IN ADDITION TO REVIEWING AND COORDINATING WITH THE OTHER TRADES (CIVIL, STRUCTURAL, ARCHITECTURAL, FIRE PROTECTION, HVAC, AND ELECTRICAL) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH DETAILS OF

CONSTRUCTION.

5. FURNISH AND INSTALL ALL NECESSARY PIPING, EQUIPMENT SUPPORTS AND ANY EQUIPMENT NOT SHOWN ON DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS BUT NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM.

6. PROVIDE ACCESSIBLE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLY PIPING TO INDIVIDUAL FIXTURES AND

EQUIPMENT.

7. PROVIDE ACCESS TO ALL EQUIPMENT REQUIRING PERIODIC SERVICE AND MAINTENANCE.

8. FURNISH ACCESS PANELS TO THE GENERAL CONTRACTOR FOR INSTALLATION UNDER THE RELATED TRADES.

9. PITCH ALL WATER LINES TO DRAIN.

10. INSTALL HORIZONTAL RUNS OF WATER PIPING AS HIGH AS POSSIBLE AND PROVIDE DRAIN-OFFS AT ALL LOW POINTS.

11. HOT WATER TAKEOFFS SHALL HAVE NOT LESS THAN THREE ELBOW SWINGS.

12. PROVIDE DRAIN VALVE ON HOUSE SIDE OF WATER METER.

13. PIPING SHALL RUN CONCEALED IN ALL AREAS WITH THE EXCEPTION OF MECHANICAL ROOMS, AREAS WHERE NO CEILING EXISTS OR

WHERE NOTED ON THE PLANS.

14. INSTALL DIELECTRIC COUPLINGS BETWEEN DISSIMILAR MATERIALS.

15. PROVIDE DANDY CLEANOUTS AT THE BASE OF ALL SANITARY AND RAINWATER STACKS.

16. PROVIDE DRIP LEGS FOR ALL GAS RISERS.

17. AN AIR GAP OF AT LEAST TWICE THE EFFECTIVE DIAMETER OF THE DRAIN SERVED SHALL BE PROVIDED ON ALL EQUIPMENT DRAINS

PIPED TO FLOOR DRAINS.

18. REQUIRED FIRE RESISTANCE RATING OF FLOORS, WALLS AND CEILINGS SHALL BE MAINTAINED WHEN PIPE PENETRATIONS ARE

MADE.

19. REFER TO DETAILS FOR PIPE AND EQUIPMENT SIZES NOT SHOWN ON THE PLANS.

20. ALL WORK SHOWN ON DETAILS BUT NOT ON PLANS OR VICE VERSA SHALL BE INCLUDED AS IF SHOWN ON BOTH.

21. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.

22. CONTRACTOR SHALL ASSUME ALL SHUT OFF VALVES DO NOT WORK AND SHALL INCLUDE FREEZING PIPING AS PART OF THEIR BID.

ALL WORK SHALL BE PERFORMED WITH NO SHUT-DOWNS TO THE HOSPITAL'S WATER SYSTEMS.

DEMOLITION NOTES

1. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXTENT OF THE DEMOLITION SCOPE OF WORK AND AREA. THE DEMOLITION PLANS INDICATE THE GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINED.

2. THE LOCATIONS OF EXISTING EQUIPMENT INCLUDING PIPING, DUCTWORK, EQUIPMENT, CONDUITS, ETC ARE SHOWN IN AN APPROXIMATE WAY ONLY. VISIT THE SITE PRIOR TO SUBMISSION OF THE BIDS AND COMMENCEMENT OF WORK TO BECOME FAMILIAR

WITH THE ACTUAL CONDITIONS AND EXTENT OF THE WORK.

3. TRACE AND LABEL ALL EXISTING SYSTEMS WITHIN THE DEMOLITION AREA AND BEYOND PRIOR TO DISCONNECTION AND REMOVAL TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION AREA IS AFFECTED. REVIEW IN DETAIL WITH THE GENERAL CONTRACTOR AND OWNER WHAT IS TO BE REMOVED AND REMAIN PRIOR TO WORK COMMENCING THE DEMOLITION. THERE SHALL BE NO INTERRUPTION OF SERVICES OUTSIDE THE DEMOLITION AREA WITHOUT APPROVAL FROM THE OWNER'S REPRESENTATIVE.

4. COORDINATE EQUIPMENT REMOVAL WITH ALL PARTIES TO PROVIDE DISCONNECTION. REMOVE EQUIPMENT BY UNFASTENING AT THE SUPPORTS OR ATTACHMENTS. ALSO REMOVE THE ATTACHMENTS FROM THE BUILDING, LEAVING NO COMPONENT OF THE ORIGINAL

INSTALLATION.

5. EXERCISE CARE WITH EQUIPMENT THAT IS TO BE RELOCATED OR TURNED OVER TO THE OWNER. EXAMINE THE EQUIPMENT BEFORE REMOVAL IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO DETERMINE ITS CONDITION. DELIVER OWNER-RETAINED EQUIPMENT TO AN ON-SITE LOCATION DESIGNATED BY THE OWNER AND OBTAIN ACKNOWLEDGMENT OF RECEIPT IN ORIGINAL

CONDITION.

6. INSTALL RELOCATED EQUIPMENT IN ORIGINAL CONDITION ENSURING NO DAMAGE.

7. PROMPTLY REPAIR ANY DAMAGE CAUSED DURING/BY THE EXECUTION OF WORK. DAMAGE INCLUDES BUT IS NOT LIMITED TO

DESTRUCTION OF ITEMS INTENDED TO REMAIN OR TO BE SALVAGED.

8. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING THE

DEMOLITION.

9. ALL ITEMS REMOVED SHALL BE OFFERED TO THE OWNER FOR SALVAGE. IF THE OWNER DOES NOT TAKE POSSESSION, DISPOSE OF THE ITEMS IN A SAFE AND LEGAL MANNER. ALL ITEMS CLASSIFIED AS HAZARDOUS SHALL BE DISPOSED AS HAZARDOUS WASTES AND A

UNIFORM HAZARDOUS WASTE MANIFEST SHALL BE PROVIDED TO THE OWNER.

10. ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.

11. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS.

MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. MAINTAIN ADEQUATE

VENTILATION WHEN USING CUTTING TORCHES.

12. NOTIFY UTILITY COMPANIES IN ACCORDANCE WITH THEIR REQUIREMENTS PRIOR TO DEMOLITION. VERIFY THAT THE UTILITIES HAVE

BEEN DISCONNECTED, VALVED, CAPPED AND MADE SAFE PRIOR TO DEMOLITION.

13. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND PROPERLY DISPOSE OF CHEMICALS, LIQUIDS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS.

14. PROPERLY LABEL ALL UNLABELED SERVICE PIPELINES AND VALVES TO REMAIN WITH COLOR PIPE MARKERS AND VALVE TAGS. MOUNT A VALVE AND SERVICE CHART IN THE AREA OF DEMOLITION THAT IDENTIFIES ALL LABELED SERVICES. URN ONE COPY OF SAME OVER

TO THE CM OWNER.

15. PRIOR TO DEMOLITION, MAKE SAFE ALL SERVICE PIPE TERMINATIONS TO THE AREA. PROVIDE VALVE AND CAPS ON PRESSURE

SERVICES TO THE AREA THAT ARE TO REMAIN IN SERVICE.

16. CONTRACTOR TO INCLUDE A LUMP SUM TO REMOVE UP TO 300 LINEAR FEET OF 4" AND BELOW PIPING, INSULATION, SUPPORTS, AND APPURTENANCES FROM THE BOILER AND CHILLER PLANTS. THE PIPING WILL BE IDENTIFIED IN AN RFI OR BY THE VA COR. INCLUDE

SHUT OFF VALVES AND CAPS WHERE NEEDED. SEAL PENETRATIONS TO MATCH EXISTING.

PROPANE GAS PIPINGPP

PROPANE (UNDERGROUND) GAS PIPINGP(UG)P(UG)

FLOW METERFM

NPCW (UG) NON POTABLE COLD WATER (UNDER GROUND)NPCW (UG)

NATURAL GAS PIPING (UNDERGROUND)G(UG)G (UG)

EXISTINGEX

RECIRCULATING PUMPRCP

STEAM WATER HEATERSWH

LOW ZONE COLD WATERLZCW

HIGH ZONE HOT WATERHZHW

LOW ZONE HOT WATERLZHW

HIGH ZONE COLD WATERHZCW

HIGH ZONE HOT WATER RETURNHZHWR

LOW ZONE HOT WATER RETURNLZHWR

BYPASS HOT WATER RETURNBYHWR

BYPASS HIGH ZONE HOT WATER RETURNBYHZHWR

GASG

GAS PROPANEG(P)

GAS VENT THROUGH ROOFGVTR

ELECTRIC WATER HEATEREWH

TEMPERATURE MIXING VALVETMV

WATER METERWW

FLOOR DRAINFD

WASTE AND TRAPW&T

NON-POTABLE COLD WATERNPCW

EXISTING TO BE REMOVEDETBR

LZCW LOW ZONE COLD WATERLZCW

LZHW LOW ZONE HOT WATERLZHW

HZCW HIGH ZONE COLD WATERHZCW

HZHW HIGH ZONE HOT WATERHZHW

LZHWR LOW ZONE HOT WATER RETURNLZHWR

HZHWR HIGH ZONE HOT WATER RETURNHZHWR

PROPANE GAS VENT PIPINGGV (P)GV(P)

P-TRAPT

STORM DRAINSW

GAS PROPANE VENT THROUGH ROOFG(P)VTR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

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P-000

PLUMBING LEGEND

MS JP

DRAWING LIST - PLUMBING

SHEET NUMBER SHEET NAME

P-000 PLUMBING LEGEND

P-201 PLUMBING PHASE 2 - SITE PLAN

PD-201 PLUMBING PHASE 2 - BASEMENT DEMOLITION PLAN

PP-201U PLUMBING PHASE 2 - SUB BASEMENT UNDERSLAB PLAN

PP-201 PLUMBING PHASE 2- SUB BASEMENT PLAN

PP-202 PLUMBING PHASE 2- SUB BASEMENT PLAN TEMPORARY BOILER LOCATION

PP-203 PLUMBING PHASE 2 - BASEMENT FLOOR PLAN

PD-301U PLUMBING PHASE 3 - SUB BASEMENT UNDERSLAB DEMOLITION PLAN

PD-301 PLUMBING PHASE 3 - SUB BASEMENT DEMOLITION PLAN

PD-302 PLUMBING PHASE 3 - SUB BASEMENT DEMOLITION PLAN TEMPORARY

BOILER LOCATION

PP-301U PLUMBING PHASE 3 - SUB BASEMENT UNDERSLAB PLAN

PP-301 PLUMBING PHASE 3 - SUB BASEMENT PLAN

PP-302 PLUMBING PHASE 3 - BASEMENT FLOOR PLAN

PP-303 PLUMBING PHASE 3 - ROOF PLAN

P-501 PLUMBING EXISTING WATER HEATERS RISER DIAGRAM

P-502 PLUMBING NEW STEAM WATER HEATERS RISER DIAGRAM AND WATER

HEATER DETAIL

P-601 PLUMBING DETAILS

P-602 PLUMBING DETAILS

P-701 PLUMBING SCHEDULES

PHASING REQUIREMENTS

REFER TO DWG GI-004 FOR PHASING AND SHUTDOWN

REQUIREMENTS

VA DESIGN GUIDE GENERAL NOTE

THE CONTRACTOR SHOULD ASSUME ALL SHUT OFF VALVES

DO NOT WORK AND THAT THEY SHOULD INCLUDE FREEZING

PIPING AS PART OF THEIR BID.

GENERAL NOTE

1. ADD VA PLUMBING DESIGN GUIDE.

2. ADD VA DESIGN MANUAL.

Revisions: Date:

EXCELS IOR

084767-1

BUILDING 5

BUILDING 4

BOILER PLANT

CHILLER AND ELEC.

EQUIPMENT

BUILDING 3

UTILITIES

BUILDING 54

CHILLER PLANT

GAZEBO

A /C

A /C

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

N52° 10' 05"W 457.55

THE CHARLES HEALY

MEMORIAL ELECTRIC

GENERATION FACILITY

MYRTLE AVE

APPROX. 6" GAS LINE

2"

UG

GAS

V C P

SAN MH E1

RIM: ??INV (A): ??

INV (B): 166.2

INV (C): ??

EXISTING CITY OF ALBANY 96"

DIA. CONCRETE SEWER

(A)

(B)

4" P

VC

D

RA

IN

L

IN

E

(C)

HVAC

TUNNEL

ACCESS

SHED

ABANDONED HVAC PIPING

J

J

H H E

H H E

"YIELDTO PED"

J

S

S

ST

ST

ST

ST

ST

SAN

SAN

SAN

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

VALVE 30(CAPPED)

VALVE 28

HYDRANT 10

VALVE 29

HYDRANT 09

APPROX. LOCATION OF 30" CITY WATER MAIN

EL

EL

EL

8B

XX

EL

EL

EL

EL

EL

1?

D Y

H

D Y H

J

J

J

A /C

A /C

APPROXIMATE LOCATION

OF BOILER PLANT

TEMPORARY BOILER TRAILER #2

TEMPORARY BOILER TRAILER #1

TEMPORARY BOILER

CONTROL ROOM

PP-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

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P-201

PLUMBING PHASE 2 - SITE PLAN

MS JP

1" = 20'-0"

PLUMBING PHASE 2 - SITE PLAN

PLUMBING GENERAL NOTE:

1. THE WASTE DISCHARGE GOING TO

THE AREA DRAIN SHALL BE 140°F OR

BELOW.

Revisions: Date:

ETBR: HWH-3

ETBR: HWH-2

ETBR: HWH-1

ETBR: T-2

ETBR: T-1

ETBR: TMV-1

ETBR: TMV-2

ETBR:

4"ULTRASONIC

FLOW METER

ETBR: P-2

ETBR: P-1

ETBR: ET-1

ETR: 1 1/2"HPHWR DN

ETR: 2"BYHWR DN (BYPASS)

ETR:1 1/2"LPHWR DN

LZCW

HZCW

HZHW

LZHW

LPCW

L P

C W

H P

H W

H P

H W

R

L P

H W

L P

H W

R B

Y H

W R

ETR 4"

ETR 4"

ETR 4"

ETR 4"

ETR 1 1/2"LZHWR

ETR 2"BYPASS HWR (BYBASS)

ETR 1 1/2"HPHWR

WATER HEATER DEMOLITION NOTE:

NEW WATER HEATER INSTALLATION

SHALL BE COMPLETE AND NEW

WATER HEATERS SHALL BE FULLY

COMMISSIONED AND OPERATIONAL

PRIOR TO DEMOLITION OF EXISTING

WATER HEATERS.

ETR: 4"HPHW VALVED AND

CAPPED FOR RECONECTION

ETR: 4"HPHW VALVED AND

CAPPED FOR RECONECTION

(3)ETBR: 3"G UP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

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PD-201

PLUMBING PHASE 2 - BASEMENT DEMOLITION

PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PD-201

1 PLUMBING PHASE 2 - BASEMENT DEMOLITION PLAN

KEY NOTES

1. EXISTING EMERGENCY SHOWER TO REMAIN. CUT AND CAP CW PIPING BACK TO THE NEAREST ACTIVE MAIN AND PREPARE FOR RECONNECTION. CAREFULLY DISCONNECT AND REMOVE EXISTING MIXING

VALVE AND RETURN TO THE VA.

PLUMBING GENERAL NOTES

1. WHEN REQUESTED BY THE VA, THE CONTRACTOR SHALL TURN OVER ALL REMOVED PUMPS, MIXING VALVES, STAINLESS STEEL TANKS, ULTRASONIC FLOW METERS, AND GAS FIRED WATER HEATERS.

INCLUDE REMOVAL OF UNISTRUT AND OTHER SUPPORTS WHEN NOT UTILIZED FOR NEW INSTALLATION.

Revisions: Date:

ETR 6"

6"W w/NEW 6"W

6"V UP

S=.01

4"W&T UP

ETR: 4"W&T UP

ETR: FCO

UNDERSLAB PIPING NOTE

EXISTING SLAB IS UP TO 24" THICK. THIS

CONTRACTOR SHALL INCLUDE IN THEIR BID A

GROUND PENETRATING RADAR AND/OR VIDEO

INSPECTION OF EXISTING UNDER SLAB PIPING AS

REQUIRED TO VERIFY THE LOCATIONS OF ALL UNDER

SLAB PIPING IN THE AREA OF WORK PRIOR TO THE

START OF ANY DEMOLITION OR SLAB CUTTING WORK.

ROD AND CLEAN ALL EXISTING UNDER-SLAB PIPING

PRIOR TO NEW INSTALLATION.

SEE DRAWING PP-301U

FOR CONTINUATION

IN PHASE 3

SEE DRAWING PP-301U

FOR CONTINUATION

IN PHASE 3

FCOSEE DRAWING PP-301U

FOR CONTINUATION

IN PHASE 3

4"W&T UP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

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P

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PP-201U

PLUMBING PHASE 2 - SUB BASEMENT

UNDERSLAB PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PP-201U

1 PLUMBING PHASE 2 - SUB BASEMENT UNDERSLAB PLAN

Revisions: Date:

G G

ETR: COGEN

ETR: (2) GAS MTER

ETR 2"G

ETR 6"G

ETR 6"G

ETR 4"G

ETR 2"G

ETR 6"LZCW

ETR 6"HZHW

ETR 2 1/2"CA

ETR 3"CW

ETR 1"HW

ETR 1/2"HWC

ETR 1 1/2"LZHWRC

ETR 2"

ETR 2"LZCW

ETR: BRINE TANK

AND SOFTENERETR: BLOW-

OFF TANK

ETR 1"

ETR 3/4"CW DROP

ETR 1"

ETR 1 1/2"

ETR 3/4"

ETR 3"G (HP)

G

G

G G

ETR 1"

ETR 3"G (HP)

ETR 3"G (HP)

G

ETR: 3/4"G DN

ETR: 3"G DN

ETR: 4"FD

ETR: 4"FD

ETR: 4"FD

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETR: 4"FD

CACA

ETR 2"

CA

ETR 2"

ETR:1 1/2"CW UP

G

ETR 3/4"G

ETR 1 1/2" LPCW

EXISTING

BOILER RCP-1A

RCP-2A

SWH-2

G

2"BYHWR

1 1/2"HZHWR SWH-1

1 1/2"LZHWR

4"LZHW

4"LZCW

ETR: 4"FD

ETR: 4"FD

G

EXISTING

BOILER

EXISTING

BOILER

ETR: 2"G DROP

ETR 3/4"CA DROP

EXISTING

BOILER

ETR: 4"FDETR: 4"FD

ETR: 4"FD

ETR: 4"FD

ETR: 4"FD

ETR: 4"FD

NEW CONDENSATE

TANK (BY HVAC)

4"FD-E

4"W&T DN

PROVIDE (2) 2"RPZ

6"G w/NEW 6"G

PROVIDE NEW 6" AUTOMATIC GAS

SHUT-OFF VALVE. INSTALL VALVE

AT LOCATION ACCESSIBLE FROM

CATWALK

6"G w/NEW 6"G

ETR:2"CA DROP TO

COMPRESSED AIR

SKID

EXISTING AIR

COMPRESSOR

EXISTING AIR

DRYER

3/4"NPCW DROP

C W

3" CW

1"

1"

CWCW

ETR 3/4"CA

TMV-2

4"LZCW UP

4"HZCW UP

4"HZHW UP

4"LZHW UP

1 1/2"HZHWR UP

2"BYHWR UP

1 1/2"LZHWR UP

TMV-1

WM-10

WM-9

SEE DWG.

PP-202 FOR

CONTINUATION

ETR: EMS

P100

P-601

P1104

P-601

TYP.

ETR: 4"FD

3" NPCW

1 1/2"CW w/NEW

1"CW

3"CW w/NEW

3"CW

3" CW

ETR 3" CW

ETR 3"

E T

R N

P C

W

NPCW

N P

C W

2"

NPCW

2"

3"NPCW CAPPED

CONNECTION FOR NEW

BOILER MAKE-UP.

COORDINATE EXACT

LOCATION WITH HVAC

CONTRACTOR

3"CW DROP

6"G RISE

1"CW RISE

2"NPCW RISE

EXISTING 3"G PIPING

SERVES EXISTING

EQUIPMENT AND SHALL

REMAIN.

PROVIDE WITH

DRAIN VALVE

PROVIDE WITH

DRAIN VALVE

ETR 3/4"

RCP-1B

RCP-2B

C W

4"FD-E

4"FD-E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:4

P M

PP-201

PLUMBING PHASE 2- SUB BASEMENT PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PP-201

1 PLUMBING PHASE 2- SUB BASEMENT PLAN

Revisions: Date:

A /C

A /C

G

G

2"NPCW DROP

1"CW DROP

4"G DROP

TO TEMPORARY

BOILERS

PROVIDE NEW MEDICAL GAS

MASTER ALARM PANEL IN

TEMPORARY CONTROL ROOM.

PROVIDE ALL NECESSARY

WIRING TO ALL SOURCE

MEDICAL GAS EQUIPMENT IN

ACCORDANCE WITH NFPA 99

C W

1"

1"

CW

TEMPORARY BOILER

CONTROL ROOM

HEAT TRACED AND INSULATED

CW UNDERGROUND PIPING

6"G

(84,00 CFH)

6"G

(84,00 CFH)

6"G

(84,00 CFH)

TEMPORARY BOILER TRAILER #1

TEMPORARY BOILER TRAILER #2

SEE DWG.

PP-201 FOR

CONTINUATION

1"CW

EWH-1

EWH-2

6"G DROP

1"CW DROP

2"NPCW DROP

NPCW

2"

2"

N P

C W

2"NPCW

NPCW

CW

G

6"G

(84,00 CFH)

1"CW

2"NPCW

PROVIDE SHUT-OFF VALVES.

CAPPED DRAIN VALVES TO

SERVE CW AND NPCW AS

SHOWN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:4

P

M

PP-202

PLUMBING PHASE 2- SUB BASEMENT PLAN

TEMPORARY BOILER LOCATION

MS JP

8' 16'4'0

1/8" = 1'-0"PP-202

1 PLUMBING PHASE 2- SUB BASEMENT PLAN TEMPORARY BOILER LOCATION

Revisions: Date:

ETR: 1 1/2"HZHWR DN

ETR: 2"BYPASS HWR DN

ETR:1 1/2"LZHWR DN

LZCW

HZCW

HZHW

LZHW

ETR 4"

ETR 4"

ETR 4"

ETR 4"

ETR 1 1/2"LZHWR

ETR 2"BYPASS HWR (BYBASS)

ETR 1 1/2"HPHWR

4"LZCW DN

4"HZCW DN

4"HZHW DN

4"LZHW DN

1 1/2"HZHWR DN

2"BYPASS HWR DN

1 1/2"LZHWR DN

4"LZHW w/NEW

4"LZHW

1 1/2"HZHWR w/NEW

1 1/2"HZHWR

2"BYHZHWR

(BYPASS)

w/NEW 2"HZHWR

(BY PASS)

1 1/2"LZHWR w/NEW

1 1/2"LZHWR

4"HZHW w/NEW

4"HZHW

4"LZCW w/NEW

4"LZCW

4"HZCW w/NEW

4"HZCW

HWHZHW

LZHW

4"

4"

ETR: EMS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:4

P

M

PP-203

PLUMBING PHASE 2 - BASEMENT FLOOR PLAN

MS JP

8' 16'4'0

3/16" = 1'-0"PP-203

1 PLUMBING PHASE 2 - BASEMENT FLOOR PLAN

Revisions: Date:

ETR 6"ETR 6"

W

ETBR: 4"W&T UP ETBR: 4"W&T UP ETBR: 4"W&T UP

ETBR: 4"W&T UP

ETBR: 4"W&T UP

ETBR: 4"W&T UP

ETBR: 4"W&T UP

ETBR: 4"W&T UP

ETBR: 4"W&T UP

ETBR: 4"W&T UPETBR: 4"W&T UP

ETBR: FCO

ETR: FCO

ETR: 4"W&T UP

ETBR 4"ETBR 4"

ETR 4"W

ETR 4"

ETR 6"

ETR 6"

ETR: 4"W&T UP

ETR 4"

ETR 6" ETR 4"

ETR: 4"W&T UP

ETR: 4"W&T UP

ETR: FCO

ETR: FCO

ETR 6"ETR 6"

ETR 4"

ETR 6"

ETR: FCO

ETR 4"

ETR 4"

W

ETR: 6"S UP

ETR: 4"W&T UP

ETR: FCO

UNDERSLAB PIPING NOTE:

EXISTING SLAB IS UP TO 24" THICK. THIS

CONTRACTOR SHALL INCLUDE IN THEIR BID A

GROUND PENETRATING RADAR AND/OR VIDEO

INSPECTION OF EXISTING UNDER SLAB PIPING AS

REQUIRED TO VERIFY THE LOCATIONS OF ALL

UNDER SLAB PIPING IN THE AREA OF WORK PRIOR

TO THE START OF ANY DEMOLITION OR SLAB

CUTTING WORK.

SEE DRAWING PP-101U

FOR CONTINUATION

IN PHASE 1

SEE DRAWING PP-101U

FOR CONTINUATION

IN PHASE 1

ETR: 4"W UP

WW

W W

W

W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:1

:1

P M

PD-301U

PLUMBING PHASE 3 - SUB BASEMENT

UNDERSLAB DEMOLITION PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PD-301U

1 PLUMBING PHASE 3 - SUB BASEMENT UNDERSLAB DEMOLITION PLAN

Revisions: Date:

FM

ETR: COGEN

SUMMER BOILER

DEMOLISHED BY

CONTRACTOR

ETR: (2) GAS MTER

ETBR: 4"G DROP

ETBR: 4"G DROP

ETBR: 4"G DROP

ETR: BRINE TANK

AND SOFTENER

ETR: BLOW-

OFF TANK

ETBR: 2"CW SOFTENER

DROP

ETRB: 2"CW DROP

TO PUMP P-2

ETR 3/4"CW DROP

ETBR 3/4"CW TO

EACH BOILER

(TYPICAL 3)

ETBR 1/2"HW TO

EACH BOILER

(TYPICAL 3)

ETBR: 4"FD

ETBR: 4"FD

ETBR: 4"FD

ETBR: 4"FD

ETR: 4"FD

ETR 3"G

ETR 3"CW

ETR 1"HW

ETR 1/2"HWC

ETR 2"

ETR 6"HZHW

ETR 6"LZCW

ETR 2 1/2"CA

ETR 1 1/2"LZHWRC

ETR 2"LZCW

ETR 6"G

ETR 2"G

ETR 6"G

ETR 4"G

ETR 3"G(HP)

G

G

G

ETR 3"G (HP)

ETBR: 4"FD

ETR 3"G

ETR 3"G

ETR 3"GG

ETR 3/4"G

ETR: 3/4"G DN

G ETR: 3"G DN

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETBR: 2"GVTR

ETBR: 2"GVTR

ETBR: 2"GVTR

ETR: 4"FD

ETR: 4"FD

ETR 1 1/2"CW

ETBR: AUTOMATIC

SHUT-OFF VALVE

DEMOLISH ALL ASSOCIATED

CONDUITS AND CONTROLS

FCO

G

ETR: 4"FD

ETR: 4"FD

ETBR: 4"FD

ETBR: 4"FD

ETBR: 4"FD

ETR: 4"FD

ETBR: 4"FD

ETR:FCO

UNDERSLAB PIPING NOTE:

EXISTING SLAB IS UP TO 24" THICK. THIS

CONTRACTOR SHALL INCLUDE IN THEIR BID A

GROUND PENETRATING RADAR AND/OR VIDEO

INSPECTION OF EXISTING UNDER SLAB PIPING AS

REQUIRED TO VERIFY THE LOCATIONS OF ALL

UNDER SLAB PIPING IN THE AREA OF WORK PRIOR

TO THE START OF ANY DEMOLITION OR SLAB

CUTTING WORK.

CA

G G

ETBR: 2"G DROP

ETBR: 3/4"CA DROP

ETR:2"CA TO

COMPRESSED

AIR SKID

EXISTING AIR

COMPRESSOR

EXISTING AIR

COMPRESSOR

EXISTING AIR

DRYER

EXISTING AIR

DRYER

ETR: MED GAS

ALARM PANEL

ETR: MEDICAL OXYGEN

ALARM PANEL

ETBR

(3)ETBR: GV UP

(3)ETBR: BALL VALVE

(3)ETBR: BALL VALVE

(3)ETBR: BALL VALVE

GAS PIPING SERVING EXISTING

WATER HEATERS AT THE MEZZANINE

LEVEL SHALL BE DEMOLISHED IN PHASE 1

(3)ETBR: 3"G UP

ETR:CO

ETR: 4"SW DN

SW

ETR: 4"SW UP TO

EXISTING ROOF

DRAIN

ETR: 3/4"CW DROP

TO EXISTING

FAUCET

ETR: 3/4"CW DROP

TO EXISTING

FAUCET

ETR 3/4"

ETR 3/4"

NATURAL GAS LINE SERVING

THE COGEN UNIT SHALL

REMAIN ACTIVE WHEN THE

BOILER PLAN GAS LINE IN

OPERATION

ETR: FCO

EXISTING 3"G PIPING SERVES

EXISTING EQUIPMENT AND

SHALL REMAIN.

CAEFULLY

DISCONNECT AND

REMOVE (2) EXISTING

BACKFLOW

PREVENTERS AND

PRESENT TO THE VA

ETBR: 2"LZCW DROP

ETBR: (2)2"LZCW DROP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:5

:0

P M

PD-301

PLUMBING PHASE 3 - SUB BASEMENT

DEMOLITION PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PD-301

1 Plumbing Demo Plan-0B (Ph2) SUB

KEY NOTES

1. EXISTING EMERGENCY SHOWER TO REMAIN. CUT AND CAP CW PIPING BACK TO THE NEAREST ACTIVE MAIN AND PREPARE FOR RECONNECTION. CAREFULLY DISCONNECT AND REMOVE EXISTING MIXING

VALVE AND RETURN TO THE VA.

PLUMBING GENERAL NOTES

1. WHEN REQUESTED BY THE VA, THE CONTRACTOR SHALL TURN OVER ALL REMOVED PUMPS, MIXING VALVES, STAINLESS STEEL TANKS, ULTRASONIC FLOW METERS, AND GAS FIRED WATER HEATERS.

INCLUDE REMOVAL OF UNISTRUT AND OTHER SUPPORTS WHEN NOT UTILIZED FOR NEW INSTALLATION.

Revisions: Date:

A /C

A /C

DEMOLISH EXISTING MEDICAL

GAS ALARM PANEL IN THE TEMPORARY

CONTROL ROOM.

DEMOLISH EXISTING

WATER HEATER (TYP. 2)

IN THE TEMPORARY

CONTROL ROOM.

ETBR: TEMPORARY BOILER TRAILER #1

(BY OTHERS)

ETBR: TEMPORARY BOILER TRAILER #2

(BY OTHERS)

ETBR: TEMPORARY

BOILER CONTROL

ROOM (BY OTHERS)

DEMOLISH TEMPORARY GAS PIPING, WATER

PIPING, AND HEAT TRACE AFTER TEMPORARY

BOILERS ARE DEMOLISHED. CUT PIPING BACK

INSIDE BUILDING AND AND CAP GAS TIGHT AND

WATER TIGHT.

ETR: 4"G

ETR: 1"CW

ETR: 2"NPCW

ETR: 4"G

ETR: 1"CW

ETR: 2"NPCW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:3

P

M

PD-302

PLUMBING PHASE 3 - SUB BASEMENT

DEMOLITION PLAN TEMPORARY BOILER

LOCATION

MS JP

8' 16'4'0

1/8" = 1'-0"PD-302

1 PLUMBING PHASE 3 - SUB BASEMENT DEMOLITION PLAN TEMPORARY BOILER LOCATION

GENERAL PLUMBING NOTE

THE TEMPORARY PIPING INCLUDING HEAT TRACING WILL BE REMOVED

FROM THE PIPING ENCLOSURE ONCE THE NEW BOILERS ARE OPERATIONAL.

TERMINATE AT CHILLER PLANT WALL WITH CAP ON EXTERIOR PIPE AND

SHUT OFF AND DRAIN ON INTERIOR.

Revisions: Date:

ETR 6"ETR 6"

WW

ETR: FCO

ETR: 4"W&T UP

ETR 4"W

ETR 4"

ETR 6"

W

ETR 6"

ETR: 4"W&T UP

ETR 4"

ETR 6" ETR 4"

ETR: 4"W&T UP

ETR: 4"W&T UP

ETR: FCO

ETR: FCO

ETR 6"ETR 6"

ETR 4"

ETR 6"

ETR: FCO

ETR 6"

ETR 4"

ETR 4"

W

W W

ETR: 6"

ETR: 4"W&T UP

ETR: FCO

4"W&T UP

4"

4"W w/NEW 4"W

6"

WFCO

6"W&T UP

6"

S=.01

S=.01S=.01S=.01 S=.01

6"W&T UP 6"W&T UP

6" 6"

S=.01S=.01 6" 6"

6"W&T UP

6"

4"

ETR:4"W&T UP

ETR:4"W&T UP

FCO

ETR: 4"W&T UP

ETR: FCO

UNDERSLAB PIPING NOTE:

EXISTING SLAB IS UP TO 24" THICK. THIS

CONTRACTOR SHALL INCLUDE IN THEIR BID A

GROUND PENETRATING RADAR AND/OR VIDEO

INSPECTION OF EXISTING UNDER SLAB PIPING AS

REQUIRED TO VERIFY THE LOCATIONS OF ALL

UNDER SLAB PIPING IN THE AREA OF WORK PRIOR

TO THE START OF ANY DEMOLITION OR SLAB

CUTTING WORK.

ROD AND CLEAN ALL EXISTING UNDER-SLAB PIPING

PRIOR TO NEW INSTALLATION.

6"W w/NEW 6"W

ETR: 4"SW UP

S W

W

ETR: CO

W

ETR:4"V UP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:0

P M

PP-301U

PLUMBING PHASE 3 - SUB BASEMENT

UNDERSLAB PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PP-301U

1 PLUMBING PHASE 3 - SUB BASEMENT UNDERSLAB PLAN

Revisions: Date:

ETR: COGEN

ETR: (2) GAS MTER

ETR 2"G

ETR 6"G

ETR 4"G

ETR 6"LZCW

ETR 6"HZHW

ETR 2 1/2"CA

ETR 3"CW

ETR 1"HW

ETR 1/2"HWC

ETR 1 1/2"LZHWRC

ETR 2"

ETR 2"LZCW

ETR: BRINE TANK

AND SOFTENER

ETR: BLOW-

OFF TANK

ETR 1"

ETR 3/4"CW DROP

ETR 1"

ETR 1 1/2"

ETR 3"G (HP)

G

G

G

G

ETR 1"

ETR 1"

ETR 3"G (HP)

ETR 3"G (HP)

ETR 3"G

ETR 3"G

G

ETR: 3/4"G DN

ETR: 3"G DN

ETR: 4"FD

ETR: 4"FD

ETR: 4"FD

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETR: FCO

ETR: 4"FD

CACA

ETR 2"

CA

ETR: 2"CA DROP

COMPRESSED AIR SKID

ETR 2"

ETR:1 1/2"CW UP

G

ETR 3/4"G

ETR 1 1/2" LPCW

B-1 B-2 B-3

B-4

BOILER

(PROVIDED

BY HVAC)

(TYP. 4)

G

P

G

P GP

G

GP GP

(2)2 1/2"G DROP

2 1/2"G(P) DROP

(2)2"G DROP

2"G(P) DROP

(2)2"G DROP

2"G(P) DROP

(3)1 1/2"GVTR

(3)1 1/2"G(P)VTR

(3)1 1/2"GVTR

(3)1 1/2"G(P)VTR

(3)1 1/2"GVTR

(3)1 1/2"G(P)VTR

(3)1 1/2"GVTR

(3)1 1/2"G(P)VTR

6"FD-E

6"W DN&T

6"FD-E

6"W&T DN

6"FD-E

6"W&T DN

6"FD-E

6"W&T DN

SWH-2

G

ETR:4"FD-E

ETR:4"W&T DN

ETR: 4"FD-E

ETR:4"W&T DN

FCO

FCO

ETR: 4"FD

ETR: 4"FD

ETR: FCO

G

6"G VALVED AND

CAPPED CONNECTION

FOR FUTURE

P (U

G

2"P DN

TWO (2) 500 GALLON PROPANE TANKS.

PROVIDE WITH FILL CONNECTION

COMPATIBLE WITH PROPANE PROVIDER

EQUIPMENT. PROVIDE ALL RELIEF VENTS

AND AUTOMATIC SHUT-OFF VALVE

REQUIRED BY NFPA 58. PROVIDE WITH

NITROGEN CYLINDER TO OPERATE

AUTOMATIC SHUT-OFF VALVE.

FIRST STAGE

REGULATOR SET AT

10 PSI

SECOND STAGE

REGULATOR

SET AT 60" W.C.

2"

P

EXISTING AIR COMPRESSOR

EXISTING AIR

DRYER

EXISTING AIR

DRYER

ETR 1"CW

GM-2

GM-3 GM-4

GM-5

GM-1

CA-FM1

ETR: MED GAS

ALARM PANEL

ETR: MEDICAL OXYGEN

ALARM PANEL

(2)2 1/2"G DROP

2 1/2"G(P) DROP

6"G

(73,482 CFH)

3"G

(24,494 CFH)

3"G

(24,494 CFH)

2 1/2"G

(12,247 CFH)

2 1/2"G

(12,247 CFH)

4"G

(24,494 CFH)

4"G

(48,988 CFH)

ETR:EMS

TMV-3

(2)1 1/2"LZHW DN

1 1/2"LZCW DN

1 1/2"

1 1/2"

1 1/2"

1 1/2"LZHW DROP

1 1/2"LZCW DROP

1 1/2"TW DROP

ETR: 4"FD

6"G w/NEW 6"G

ETR 6"G

(73,482 CFH)

CONNECT TO GAS STRAIN

PROVIDED WITH BOILER

(BOILER BY HVAC CONTRACTOR)

CONNECT TO GAS STRAIN

PROVIDED WITH BOILER

(BOILER BY HVAC CONTRACTOR)

CONNECT TO GAS STRAIN

PROVIDED WITH BOILER

(BOILER BY HVAC CONTRACTOR)

CONNECT TO GAS STRAIN

PROVIDED WITH BOILER

(BOILER BY HVAC CONTRACTOR)

6"V UP&DN

ETR 3"G

P (U

G

P-FM1

PROVIDE BOLLARDS TO

PROTECT PROPANE

TANKS

ETR:CO

ETR: 4"SW DN

ETR: 4"SW UP TO

EXISTING ROOF

DRAIN

ETR: 3/4"CW DROP

TO EXISTING

FAUCET

ETR: 3/4"CW DROP

TO EXISTING

FAUCET

ETR 3/4"

ETR 3/4"

SW

6"

ETR: 4"G

ETR: 1"CW

ETR: 2"NPCW

ETR: 4"G

ETR: 1"CW

ETR: 2"NPCW

ETR: 3"CW

ETR: RPBP

ETR:CONDENSATE

PUMP (BY HVAC)

ETR: 3"NPCW

CAPPED

ETR: 3"NPCW

ETR: 1"CW

2"P RISE

2"P DN

SWH-1

E T

R

N

P C

W

ETR 3" CW

ETR: DRAIN

VALVE

ETR: DRAIN

VALVE

NC

NC

FCO

2"L

CAPPED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:1

P M

PP-301

PLUMBING PHASE 3 - SUB BASEMENT PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PP-301

1 PLUMBING PHASE 3 - SUB BASEMENT PLAN

PLUMBING GENERAL NOTE:

1. CONTRACTOR SHALL PROVIDE YELLOW

PAINT, PROPANE LABELS ABOVE GRADE

FOR EXTERIOR AND BLUE PAINT FOR THE

INTERIOR PIPING.

Revisions: Date:

ZCW

LZHW

HZHW

HZCW

LZCW

ETR: 1 1/2" HZHWR DN

ETR: 2"BYHWR DN (BYPASS)

ETR:1 1/2"LZHWR DN

ETR 4"

ETR 4"

ETR 4"

ETR 4"

6"V UP&DN

ETR:EMS

TMV-3

1 1/2"TW DROP

4"LZCW w/NEW

1 1/2"LZCW

4"LZHW w/NEW

1/4"LZHW

1 1/2"

1 1/2"

1 1/2"

(2)1 1/2"LZHW DN

1 1/2"LZCW DN

1 1/2"LZCW DROP

1 1/2"LZHW DROP

REFER TO

DRAWING PP-203

PHASE I FOR

CONTINUATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:5

P

M

PP-302

PLUMBING PHASE 3 - BASEMENT FLOOR PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"PP-302

1 PLUMBING PHASE 3 - BASEMENT FLOOR PLAN

Revisions: Date:

6"VTR

INSTALLED A MINIMUM OF 18'-0"

AWAY FROM ANY AIR INTAKES OR

ANY OTHER BUILDING OPENINGS.

(6)1 1/2" GVTR

GAS VENTS THROUGH ROOF SHALL BE

COMBINED TO RUN THROUGH A SINGLE ROOF

PENETRATION LARGE ENOUGH TO

ACCOMMODATE ALL VENTS

PROVIDE WITH DOWN TURN ELBOW AND

INSECT SCREEN ON ALL GAS VENTS

(6)1 1/2" GVTR

GAS VENTS THROUGH ROOF SHALL BE

COMBINED TO RUN THROUGH A SINGLE

ROOF PENETRATION LARGE ENOUGH TO

ACCOMMODATE ALL VENTS

PROVIDE WITH DOWN TURN ELBOW AND

INSECT SCREEN ON ALL GAS VENTS

(6)1 1/2" GVTR

GAS VENTS THROUGH ROOF SHALL BE

COMBINED TO RUN THROUGH A SINGLE

ROOF PENETRATION LARGE ENOUGH TO

ACCOMMODATE ALL VENTS

PROVIDE WITH DOWN TURN ELBOW AND

INSECT SCREEN ON ALL GAS VENTS

(6)1 1/2" GVTR

GAS VENTS THROUGH ROOF SHALL BE

COMBINED TO RUN THROUGH A SINGLE

ROOF PENETRATION LARGE ENOUGH TO

ACCOMMODATE ALL VENTS

PROVIDE WITH DOWN TURN ELBOW AND

INSECT SCREEN ON ALL GAS VENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:5

P

M

PP-303

PLUMBING PHASE 3 - ROOF PLAN

MS JP

8' 16'4'0

1/4" = 1'-0"PP-303

1 PLUMBING PHASE 3 - ROOF PLAN

Revisions: Date:

SCALE: N/A

PLUMBING EXISTING WATER HEATERS

RISER DIAGRAM (TO BE DEMOLISHED)

1"

T

1"

4"

NC

HIGH PRESSURE

COLD WATER

NC

LPCW HPCW

LPHW HPHW

LPHWR HPHWR

EXISTING 6" HIGH

PRESSURE COLD

WATER

4"LOW PRESSURE

COLD WATER 2"

3" THREE-WAY

THERMOSTATIC

MIXING VALVE

(90 GPM MAX)

LOW PRESSURE

HOT WATER

SUPPLY TO

TANK ROOM

4"

2"

4"

4"

4" LAUNDRY HW

SUPPLY CONNECTION

4" LAUNDRY HW

SUPPLY CONNECTION

4" LAUNDRY HW

SUPPLY CONNECTION

TO DRAIN

HIGH PRESSURE

HOT WATER

SUPPLY TO

TANK ROOM

3" THREE-WAY

THERMOSTATIC

MIXING VALVE

(90 GPM MAX)

DEMOLISHED

WATER

HEATER

DEMOLISHED

WATER

HEATER

DEMOLISHED

EXPANSION

TANKDEMOLISHED

WATER

HEATER

DEMOLISHED

EXPANSION

TANK

DEMOLISHED

EXPANSION

TANK

CUT&CAP EXISTING HOT WATER

RETURN PIPING FOR RECONNECTION

TO NEW WATER HEATERS. REFER TO

FLOOR PLANS FOR ADDITIONAL

INFORMATION.

CUT&CAP EXISTING COLD WATER PIPING

FOR RECONNECTION TO NEW WATER

HEATERS. REFER TO FLOOR PLANS FOR

ADDITIONAL INFORMATION

CUT&CAP EXISTING COLD WATER

PIPING FOR RECONNECTION TO

NEW WATER HEATERS. REFER TO

FLOOR PLANS FOR ADDITIONAL

INFORMATION

CUT&CAP EXISTING HOT

WATER PIPING FOR

RECONNECTION TO NEW

WATER HEATERS. REFER

TO FLOOR PLANS FOR

ADDITIONAL INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:2

P

M

P-501

PLUMBING EXISTING WATER HEATERS RISER

DIAGRAM

MS JPRevisions: Date:

3__

9__

1_

1__

1_

13__

13__

13__

11__

1__

~386 3_

11__

7__

3_

3__

1_

1_

3_

OAH

1_

7__

1_

SCALE: N/A

F

F

F

A

A

D

A

A

D

A

D

D

A

B

B

C

C

B C

B

C

E

G

H

H

I

G I

J

H

I

G

622 22

1 1

2 3

B

E

PLUMBING NEW STEAM POWERED WATER HEATERS

RISER DIAGRAM

TMV-2 TMV-1

SWH-2

11/2"HZHWR

4"HZHW

4"HZCW

11/2"HZHWR

4"HZHW

4"HZCW

4"LZCW

4"LZHW

11/2"LZHWR

11/2"BYHWR

11/2"BYHWR

11/2"BYHWR

11/2"BYHWR

4"LZCW

4"LZHW

11/2"LZHWR

BASEMENT FLOOR

SUB BASEMENT FLOOR

RCP-2A

RCP-2B

RCP-1A

RCP-1B

TO BUILDING SUPPLY

SWH-1

4"FD-B 4"FD-B

4" 4"

NC

NC

P-1STEAM WATER WATER HEATER PIPING DIAGRAM

FRONT VIEW

(for clarity, some items not shown)

Top View (for clarity, some items not shown)

Right View (for clarity, some items not shown)

Condensate Detail

(from front view) Blending System Detail

(from front view)

CONNECTION SCHEDULE

NO. SIZE FUNCTION DESCRIPTION

A 2" COLD WATER INLET #1 ANSI 150

B 2" MIXED WATER OUTLET ANSI 150

C 6" STEAM INLET ANSI 150

D 11/2" CONDENSATE OUTLET ANSI 150

E 1/2" MOTIVE INLET NPT

F 1/2" CONDENSATE OUTLET NPT

G 2" COLD WATER INLET #2 ANSI 150

H 2" HEATER RETURN ANSI 150

I 2" MIXED RETURN ANSI 150

J 1/2" AIR VENT OUTLET PIPE END

2 1

SPIRAX SARCO LEA33 CONTROL VALVE WITH

ROTORK CVL 500 ACTUATOR 2 1/2" ANSI 125

3 1

BILL OF MATERIALS

QTY.TAG DESCRIPTION SIZE/MODEL

ALPHA LAVAL M10, TITANIUM HEAT EXCHANGER

5 1

DESCRIPTIONTAG QTY. SIZE/MODEL

2" ANSI 150 6 17(78 GPM)

SPIRAX SARCO LEA33 CONTROL VALVE WITH

ROTORK CVL 500 ACTUATOR 1 1/2" ANSI 125

SPIRAX SARCO PRESSURE GAUGE ASSEMBLY

(30/60 HG/PSIG) 1/4" NPT

CONTROL BOX

SPIRAX SARCO EL2270 TEMPERATURE PROBE 1/2" NPT

TBD

1 SPIRAX SARCO APT14HC AUTOMATIC PUMP TRAP

2" x 1 1/2"

ANSI 150

SPIRAX SARCO FIG. 12 STRAINER 1/2" NPT

SPIRAX SARCO M10S BALL VALVE 1/2" NPT

1/2" NPT

MAGNATROL SOLENOID VALVE

(114S42 120 VAC)2

SPIRAX SARCO TSS300 THERMOSTATIC AIR VENT 1/2" NPT2

T&P RELIEF VALVE 3/4" NPT2 (set @ 150psig, 210°F)

INTEGRAL SS RE-CIRCULATION PUMP

GRUNDFOS NO. UP15-29SU

3/4" UNION

W/ISOLATION VALVE

2 1/2" NPTMAGNATROL SOLENOID VALVE

(114W42 120 VAC)

2 1/2" NPT

SPIRAX SARCO

UTD52L THERMOSTATIC TRAP

1 DCV41 CHECK VALVE 1/2" NPT

2 3-WAY CONTROL VALVE (QLM63M) 2" ANSI 150

18 4 DCV4 CHECK VALVE 2" ANSI 150

DESCRIPTIONTAG QTY. SIZE/MODEL

1-1/2" NPTEXPANSION TANK

(DELTA DFA-500, 132 GALLON)1

1 STORAGE TANK 40"dia, 72" tall

21 2 6" ANSI 150

NOTES:

22 4 GATE VALVES 2" ANSI 125

From Storage Tank

UNIT TO BE HYDROTESTED @ = 188 PSIG AFTER ASSEMBLY.1.

ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH THE2.

NATIONAL ELECTRICAL CODE.

ALL PNEUMATIC & ELECTRICAL SYSTEMS MUST BE CHECKED3.

FOR PROPER OPERATION.

ALL CONDUIT IS "SEALTITE" OR EQUAL.4.

UNIT SIZED TO HEAT 78 GPM WATER5.

FABRICATION IS TO BE IN ACCORDANCE WITH SPIRAX SARCO6.

SPECIFICATIONS AS FOLLOWS:

- #100-HVA-10 GENERAL REQUIREMENTS.

- #101-HVA-10 MATERIAL REQUIREMENTS.

- #102-HVA-10 WELDING REQUIREMENTS.

- #103-HVA-10 PAINTING.

- #105-HVA-10 STAINLESS

REQUIREMENTS.

ALL OPEN THREADED CONNECTIONS TO BE PLUGGED7.

FLANGE BOLT HOLES TO STRADDLE THE CENTERLINE8.

STAINLESS STEEL WATERSIDE PIPING.9.

10. QTY =2

23 4 BUTTERFLY VALVES W/ SS DISCS. 2" ANSI 150

(POWELL 1787)

M40 BALL VALVE w/ VALPES

VSFS ACTUATOR

NC

NC

WM-9

VB

WM-10

VB

P905

P-601

P1104

P-601

P1104

P-601

P905

P-601

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \j o s ia s .p a u l\ D o c u m e n ts

\Y

A lb a n y

B o ile r_

M E

P

J o s ia s .P a u l.

rv t

/3 /2

:0

:2

P

M

P-502

PLUMBING NEW STEAM WATER HEATERS

RISER DIAGRAM AND WATER HEATER DETAIL

MS JPRevisions: Date:

NC

last last

T last last

TT

T

P1104

HOT WATER SUPPLY

COLD WATER SUPPLY

HOT WATER RETURN

WATER

HEATER

MIXING VALVE PIPING DIAGRAM

HIGH-LOW

MIXING

VALVE SET

AT 120°F

THERMOMETER

(TYP.)

BALANCING VALVE

CHECK VALVE (TYP.)

REDUNDANT

CIRCULATION PUMPS

AQUASTAT

FULL SIZE MALE

THREAD END

BALL VALVE

FOR MIXING

VALVE SETUP

27" HIGH

HEAT TRAP

(TYP.)

T

PRESSURE GAUGE

(TYP.)

BAND HANGER

FOR PIPE SIZES 1/2" THRU 4"

NOTES:

1. SEE SPECIFICATION FOR HANGER SIZES AND MATERIAL.

2. DISTANCE BETWEEN HANGERS SHALL BE IN ACCORDANCE WITH THE APPLICABLE PLUMBING CODE.

3. HANGER ROD SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

SUPPORT NUT

BAND HANGER P800

NO SCALE

BAND HANGER

FOR PIPE SIZES 1/2" THRU 4"

NOTES:

1. SEE SPECIFICATION FOR HANGER SIZES AND MATERIAL.

2. DISTANCE BETWEEN HANGERS SHALL BE IN ACCORDANCE WITH THE

APPLICABLE PLUMBING CODE.

3. HANGER ROD SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

INSULATION PER

SPECIFICATIONS

SUPPORT NUT

GALVANIZED

STEEL

INSULATION

SHIELD (12"

LONG)

BAND HANGER WITH INSULATED PIPE P801

NO SCALE

CLEVIS PIPE HANGER

FOR PIPE SIZES

LARGER THAN 4 INCHES

SUPPORT NUT

NOTES:

1. SEE SPECIFICATION FOR HANGER SIZES AND MATERIAL.

2. DISTANCE BETWEEN HANGERS SHALL BE IN ACCORDANCE WITH THE APPLICABLE

PLUMBING CODE.

3. HANGER ROD SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

CLEVIS PIPE HANGER SUPPORT P802

NO SCALE

CLEVIS PIPE HANGER

FOR PIPE SIZES LARGER

THAN 4 INCHES

NOTES:

1. SEE SPECIFICATION FOR HANGER SIZES AND MATERIAL.

2. DISTANCE BETWEEN HANGERS SHALL BE IN ACCORDANCE WITH THE APPLICABLE PLUMBING CODE.

3. HANGER ROD SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

INSULATION PER

SPECIFICATIONS

SUPPORT NUT

GALVANIZED STEEL

INSULATION SHIEL

(12" LONG)

CLEVIS PIPE HANGER SUPPORT WITH INSULATED

PIPE

P803

NO SCALE

PIPE SHIELD DIAGRAM P809

A

1/2" OF A

LOCKNUT

WASHER

INSULATION

PIPING

CL

CL

PIPE SIZE DIM. A

GA. OF

STEEL

UP TO 4" 12" 18

5" & 6" 18"

24"

14ABOVE 6"

1/2" OF A

NO SCALE

INSULATION

SHIELD SCHEDULE

Electrical Work and Dedicated Space P1701

MIN. 6'-0" OR

TO

STRUCTURA

L CEILING

DEDICATED

ELECTRICAL

SPACE

6'

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MIN.

DEPTH

4'-0"

MIN.

HEIGHT

6'-6"

30"

480V

DEDICATED

ELECTRICAL

SPACE BELOW

DEDICATED

ELECTRICAL

SPACE ABOVE

NOTES:

1. NO EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION (PIPING,

DUCTS, ETC.) SHALL ENTER THE DEDICATED SPACE ABOVE OR BELOW

ELECTRICAL POWER EQUIPMENT INCLUDING SWITCHGEAR,

SWITCHBOARDS, PANELBOARDS, & MOTOR CONTROL CENTERS.

2. NO EQUIPMENT SHALL PROTRUDE INTO WORKING SPACE.

3. PIPING SYSTEMS INSTALLED ABOVE THE DEDICATED ELECTRICAL SPACE

SHALL BE ALLOWED WHERE DRIP PANS ARE INSTALLED TO CAPTURE

LEAKS. RUPTURES OR CONDENSATION DRIPS. THE PIPING AND DRIP

PANS SHALL BOTH BE OUTSIDE THE DEDICATED SPACE ENVELOPE.

WORKING

SPACE

ELECTRICAL CLEARANCE CEILING P1702

VOLTAGE TO GROUND (SINGLE PHASE VOLTAGE) CONDITION 1 CONDITION 2 CONDITION 3

0-150 36" 36" 36"

151-600 36" 42" 48"

CONDITION 1 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND NO LIVE OR

GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH

SIDES OF THE WORKING SPACE THAT ARE EFFECTIVELY GUARDED BY INSULATING MATERIALS.

CONDITION 2 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE. CONCRETE, BRICK, OR TILE WALLS SHALL BE CONSIDERED AS

GROUNDED CONDITION 3 - EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE

NOTE: CLEARANCE WIDTH SHALL BE 30" OR THE WIDTH OF THE CONTROL PANEL/POWER

CONNECTION, WHICHEVER IS GREATER

30"

MIN.

36"-48"

SEE

TABLE

BELOW

FLOOR TO

TOP OF

EQUIPMENT

36"-48"

SEE TABLE BELOW

MINIMUM ELECTRICAL CLEARANCES (NEC 2017 COMPLIANCE)

SECTION "A-A"

REQUIRED

ELECTRICAL

CLEARANCE

AREA

REQUIRED

ELECTRICAL

CLEARANCE

AREA

PLAN VIEW

EQUIPMENT

EQUIPMENT

PROVIDE MINIMUM

30x22 ACCESS

PANEL WITHIN

CLEARANCE AREA

A

A

CONTROL PANEL/

POWER

CONNECTION/

DISCONNECT

CEILING

CONTROL

PANEL/POWER

CONNECTION/

DISCONNECT

NOTES:

1. DETAIL APPLIES TO ALL MECHANICAL

EQUIPMENT LOCATED ABOVE A

CEILING THAT REQUIRES POWER,

INCLUDING CONTROL POWER.

EQUIPMENT INCLUDES, BUT IS NOT

LIMITED TO, FAN POWERED BOXES,

VAV BOXES, FANS, FAN COIL UNITS,

HEAT PUMPS, CRAC UNITS, DX SPLIT

SYSTEMS, DUCT HEATERS, ETC.

2. ELECTRICAL CLEARANCE AREA

(INCLUDING WITHIN CEILING) MUST

BE FREE FROM LIGHTS, SPRINKLER

HEADS, FIRE ALARM DEVICES,

SPEAKERS, PIPING, DUCTWORK,

BEAMS AND OTHER OBSTRUCTIONS.

3. THE HEIGHT OF THE ELECTRICAL

CLEARANCE SHALL BE AS REQUIRED

TO INSTALL AND PERFORM

MAINTENANCE ON THE EQUIPMENT.

MINIMUM HEIGHT SHALL BE FROM

FLOOR TO TOP OF EQUIPMENT.

4. REFER TO SPECIFIC

MANUFACTURER PRODUCT DATA

FOR ADDITIONAL ACCESS AND

CLEARANCE REQUIREMENTS FOR

FANS, COMPRESSORS, VALVES,

DAMPERS, FILTERS, ETC. PROVIDE

ACCESS PANELS AS REQUIRED.

5. COORDINATE WITH ALL TRADES TO

PROVIDE THESE MINIMUM REQUIRED

CLEARANCES.

RECIRCULATION PUMP DETAIL P905

NO SCALE

TYPICAL UNION

CHECK

VALVE

POWER PUMP BY ELECTRICAL

E

GAUGE COCK

DIAL TYPE

PRESSURE

GAUGE (0-100 PSI)

AQUASTAT

SET TO TURN PUMP ON

AT 110 DEGREES AND

TURN PUMP OFF AT 125

DEGREES

TYPICAL

BALL VALVE

REFER TO SCHEDULE FOR

RECIRC PUMP

INFORMATION

FLOW

NOTE:

THE HOT WATER RECIRCULATION PUMP

IS CONTROLLED VIA WATER TEMPERATURE

IN SERIES WITH A TIME CLOCK SUPPLIED AND

INSTALLED BY THE PLUMBING CONTRACTOR.

PROVIDE 120V BRANCH CIRCUITS AS ILLUSTRATED

AND INTERCONNECT THE DEVICES WITH 2#10 AND

1#10G-3/4C.

BALANCING VALVE

CHECK VALVE

DIRECTION OF FLOW

SERVICE BALL VALVE

RECIRCULATION PIPING

BALANCING STATION DETAIL P600

NO SCALE

140°F

°F

TEST COCK TYPICAL

CONT. BY HVAC

3' TO 4'

ABOVE FLOOR

PIPE TO

FLOOR DRAIN

ADJUSTABLE

FLOOR SUPPORT

FULL SIZE AIR GAP

STRAINER

PIPE SADDLE

FINISHED

FLOOR

ALL BRONZE REDUCED PRESSURE

BACKFLOW PREVENTER

SHUT OFF VALVE TYPICAL

NOTES:

1. FURNISH TO OWNER ONE TEST KIT AND SPARE PARTS KIT.

2. THIS CONTRACTOR SHALL ACT AS THE OWNERS AGENT IN SEEKING APPROVAL FROM ALL LOCAL

AND STATE AUTHORITIES. THIS CONTRACTOR SHALL SUBMIT ALL PLANS, SPECS. AND

APPLICATIONS REQUIRED FOR APPROVAL AND PAY ALL FEES.

3. SEE FLOOR PLANS FOR SIZES.

4. MAINTAIN 1'-0" CLEARANCE FROM WALL.

5. TEST AND CERTIFY EACH INSTALLATION.

REDUCED PRESSURE BACKFLOW PREVENTER P100

NO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

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P-601

PLUMBING DETAILS

MS JPRevisions: Date:

7.5"

MIN

5/8" HILTI HDA UNDERCUT

CONCRETE

1/4" STIFFENER

16x9x 3/4" BASE PL

1/4" STIFFENER

36"

(8) 5/8" HILTI HDA

UNDERCUT

SPACED AT 3-6-3

INCHES

6" DIA SCH 40 TUBE

12' max

10x10x1/2" CAP PL1/2 " Hilti

5 NTS

SEISMIC COLUMN BRACING DETAIL

5"

12"

1 NTS

SINGLE PIPE SUPPORTED BY PIPE CLAMP AND WIRE

2 NTS

TRAPEZE SUPPORTED WITH RIGID MEMBER

ALTERNATE LOCATION

3 NTS

CLEAVIS HANGER REINFORCED WITH WIRE ARCHORS

W6X15

3' max

W6X15

5/8" Hilti HDA Undercut Concrete

6 NTS

WALL MOUNTED PIPE SUPPORT SYSTEM

1/4" Stiffener

10x12x 3/4" Base PL

3/4" Hilti HDA Undercut

6"

8"

1 5/8 "

UNISTRUT P1000

ALTERNATE CABLE LOCATION

4 NTS

DETAIL

10 NTS

DOUBLE CLEVIS HANGER WITH TRAPEZE SEISMIC BRACE

5/8" Hilti HDA Undercut Concrete

Pipe Bracket

11 NTS

PIPE BRACING TO WALL

12 NTS

SINGLE PIPE IN TRAPEZE SEISMIC BRACING7 NTS

RIGID MEMBER ATTACHED TO CLEVIS HANGER SEISMIC BRACE

8 NTS

DOUBLE PIPE IN TRAPEZE SEISMIC BRACING…