Addendum 01 - Drawings.pdf

MATCH LINE

SEE DWG. A-111 PLAN 1 FOR CONTINUATION

MER

CLIMATE CONTROL

ROOM

UP

UP

FACE OF EXISTING

CONCRETE

FOUNDATION WALL

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING COLUMN

(TYPICAL)

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING

HOUSEKEEPING

PAD TO REMAIN

MER

PIT

2 4

EXISTING CLIMATE

CONTROL MODULAR

PARTITION WALL

EXISTING CLIMATE

CONTROL MODULAR

PARTITION WALL

MA

TC

H

LIN

E

SE

E D

WG

. A -11

1 P

LA

N 1 F

OR

C

ON

TIN

UA

TIO

N

UPS ROOM

EXISTING

SLAB TO

REMAIN

EXISTING FOUNDATION

WALL

EDGE OF EXISTING

SLAB

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING COLUMN

(TYPICAL)

MER

EXISTING

SLAB TO

REMAIN

(U.O.N.)

EXISTING COLUMN

FOOTING (TYPICAL)

EXISTING COLUMN

(TYPICAL)

3 3

5 4 3 2

21'-8" 21'-8" 21'-8" 21'-8"

7 6 5

21'-8" 21'-8"

S

R

Q.8

'-8

7'-

1"

P

N

'-8

'-8

P

N

'-8

'-8

3 2

21'-8"

MER

CLIMATE CONTROL

ROOM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

B200

AREA OF

WORK

SCALE:

KEY PLAN

SUB-BASEMENT

1:100

KP

DEMOLITION KEYED NOTES:

1. EXCAVATE FOR THE INSTALLATION OF THE NEW FLOOR SLAB. COORDINATE SLAB

INSTALLATION WITH STRUCTURAL DRAWINGS.

2. EXCAVATE FOR THE INSTALLATION OF THE FLOOR SLAB HAUNCH. COORDINATE INSTALLATION

WITH STRUCTURAL DRAWINGS.

3. EXCAVATE AND PREPARE AS REQUIRED FOR THE INSTALLATION OF THE NEW RAMP.

COORDINATE INSTALLATION WITH STRUCTURAL DRAWINGS.

4. REMOVE INDICATED FAN, MOTOR AND EQUIPMENT HOUSING. COORDINATE THE REMOVAL OF

THE EXISTING FAN, MOTOR, EQUIPMENT HOUSING WITH MECHANICAL AND ELECTRICAL

DRAWINGS. FOLLOWING EQUIPMENT REMOVAL, REMOVE EMBEDDED EQUIPMENT FRAME AND

SUPPORTS AND PREPARE WALL FOR NEW INSTALLATIONS. SEE DETAIL 3 ON DRAWING A-601.

5. SAW-CUT EXISTING HOUSEKEEPING PAD, REMOVE A PORTION OF THE HOUSEKEEPING PAD AND

PREPARE THE FLOOR FOR THE NEW FLOOR FINISH.

6. REMOVE THE EXISTING QUARRY TILE FLOOR FINISH AND MUD BASE. INSTALL CONCRETE AS

REQUIRED TO MATCH FLOOR LEVEL OF THE MER FLOOR SLAB. PREPARE THE FLOOR SURFACE

FOR THE NEW FLOOR FINISH.

7. SAWCUT THE EXISTING SLAB AND REMOVE THE PORTION BETWEEN THE EXISTING MER AND

THE SAW-CUT. PREPARE THE AREA FOR NEW INSTALLATIONS. COORDINATE WITH NEW WORK

PLANS, PLUMBING AND STRUCTURAL DRAWINGS FOR NEW INSTALLATIONS.

8. PREPARE AS REQUIRED THE PREFABRICATED PARTITION WALL AND ASSOCIATED DOOR

PANELS FOR NEW FINISHES. BEFORE NEW FINISHES ARE APPLIED, DOOR HARDWARE SHALL BE

REMOVED AND RETAINED FOR REINSTALLATION.

9. PATCH ALL OPENINGS IN WALL NO LONGER REQUIRED OR USED IN THE PROJECT. PATCH TO

MATCH EXISTING WALL CONSTRUCTION.

10. PREPARE EXISTING GUARD RAIL FOR NEW FINISHES

11. PREPARE EXISTING STAIR FOR NEW FINISHES.

12. EXISTING CEILING GRID, TILES, FIXTURES, DIFFUSERS, REGISTERS AND SPRINKLERS TO BE

REMOVED. COORDINATE WORK WITH M.E.P. AND FIRE PROTECTION DRAWINGS.

15. PREPARE EXISTING CURB FOR REPAIRS AND NEW FINISHES.

SCALE:

ARCHITECTURAL SUB-BASEMENT DEMOLITION CHILLER PUMP ROOM

1/4" = 1'-0"

SCALE:

ARCHITECTURAL SUB-BASEMENT DEMOLITION MEDICAL GAS AND CLIMATE CONTROL ROOM

1/4" = 1'-0"

GENERAL DRAWING NOTES:

1. SEE DRAWING A-001 FOR GENERAL PROJECT REQUIREMENTS, GENERAL PROTECTION NOTES,

AND DEMOLITION NOTES.

2. SEE DRAWING A-001 FOR ARCHITECTURAL SYMBOLS AND MATERIAL LEGEND.

3. SEE DRAWING A-002 FOR ARCHITECTURAL SPECIFICATIONS.

4. EXCAVATIONS SHALL NOT UNDERMINE EXISTING BUILDING FOOTINGS/FOUNDATIONS.

5. CONTRACTOR SHALL PREPARE ALL SURFACES TO RECEIVE NEW FINISH AS RECOMMENDED IN

MANUFACTURES PUBLISH INSTALLATION INSTRUCTIONS.

A-112

SGSG

ARCHITECTURAL SUB-BASE CHILLER PUMP AND

MEDICAL AIR AND VACUUM ROOM DEMO PLAN

SCALE:

ARCHITECTURAL SUB-BASEMENT DEMOLITION CLIMATE CONTROL CEILING

1/4" = 1'-0"

ADDENDUM #01 9/11/2026

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 19'-6"

AutoCAD SHX Text 22'-11"

AutoCAD SHX Text 10'-8"

AutoCAD SHX Text 4'-3 "12"

AutoCAD SHX Text 1'-7"

AutoCAD SHX Text 15'-9 "12"

AutoCAD SHX Text 38'-11 "12"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 3'-7 "12"

AutoCAD SHX Text 11'-3 "12"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 11'-7 "14"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 6'-7"

MATCH LINE

SEE DWG. A-114 FOR CONTINUATION

MER CLIMATE CONTROL

ROOM

UP

UP

FACE OF EXISTING

CONCRETE

FOUNDATION WALL

ALIGNEXISTING COLUMN

(TYPICAL)

EXISTING

HOUSEKEEPING

PAD TO REMAIN

MER

PIT

ALIGN

MER FIN. FL.

ELEV. @ 0'-0"

MED. VAC./AIR FIN. FL.

ELEV. @ -1'-1"

3 4

CODP

FD FD

TYP.

TYP.

TYP.

MEDICAL GAS

ROOM

CLIMATE CONTROL

FIN. FL. ELEV. @ 0'-0"

EXISTING CLIMATE

CONTROL MODULAR

PARTITION WALL

EXISTING CLIMATE

CONTROL MODULAR

PARTITION WALL

TYP.

TYP.

TYP.

TYP.

4 4 444

B

B B

B5

20202020

FD

MA

TC

H

LIN

E

SE

E D

WG

. A -11

4 F

OR

C

ON

TIN

UA

TIO

N

UPS ROOM

EXISTING

SLAB TO

REMAIN

EXISTING FOUNDATION

WALL

EXISTING COLUMN

(TYPICAL)

MER

EXISTING

SLAB TO

REMAIN

EXISTING COLUMN

(TYPICAL)

UP

EXISTING

SLAB TO

REMAIN

MER FIN. FL.

ELEV. @ 0'-0"

CHILLER PUMP RM.

FIN. FL. ELEV. @ 0'-0"

CHILLER PUMP RM.

FIN. FL. ELEV. @ 0'-0"

CHILLER PUMP

ROOM

DN

ALIGN

STAIR LANDING PAD

FIN. FL. ELEV. @ 0'-0"

T.O. EXISTING SLAB

FIN. FL. ELEV. @ -1'-3"(+/-)

T.O. SLAB

FIN. FL. ELEV. @ -1'-3"(+/-)

FD

FD

LANDING PAD

FIN. FL. ELEV. @ 0'-0"

A A

A

A

5 4 3 2

21'-8" 21'-8" 21'-8"

7 6 5

21'-8" 21'-8"

S

R

Q.8

'-8

7'-

1"

P

N

'-8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

B200

AREA OF

WORK

SCALE:

KEY PLAN

SUB-BASEMENT

1:100

KP

SCALE:

ARCHITECTURAL SUB-BASEMENT CHILLER PUMP ROOM

1/4" = 1'-0"

SCALE:

ARCHITECTURAL SUB-BASEMENT MEDICAL GAS AND CLIMATE CONTROL ROOM

1/4" = 1'-0"

DRAWING KEYED NOTES:

1. NEW 4” HIGH HOUSEKEEPING PAD. COORDINATE ACTUAL SIZE AND LOCATION WITH APPROVED EQUIPMENT VENDOR SHOP DRAWINGS.

COORDINATE INSTALLATION AND REINFORCEMENT WITH STRUCTURAL DRAWINGS. FINISH ALL SURFACES OF THE HOUSEKEEPING PAD WITH RESINOUS URETHANE/EPOXY MORTAR FLOOR FINISH AND COVED BASE (RES-6B). SEE FINISH SCHEDULE ON DRAWING A-601. COORDINATE

INSTALLATION WITH DETAIL 6 ON DRAWING A-601.

2. NEW FLOOR DRAIN AND PIPING. ALL PLUMBING INSTALLATIONS SHALL BE INSTALLED BY A LICENSED PLUMBER. INSTALLATION OF DRAINS AND ASSOCIATED UNDER-SLAB PLUMBING WILL REQUIRE BACKFILLING, COMPACTION AND INSTALLATION OF THE SLAB. COORDINATE THE LOCATIONS, AND THE FULL SCOPE OF WORK WITH PLUMBING AND STRUCTURAL DRAWINGS. REFER TO DETAIL 2 ON DRAWING A-501.

3. ON ROOM SIDE OF CMU WALLS APPLY A BASE COAT OF BLOCK FILLER AND FINISH WITH AN EPOXY WALL COATING (MPI-82). INSTALL A 4" HIGH RESINOUS URETHANE/EPOXY MORTAR COVED BASE (RES-6B). COORDINATE COVED BASE INSTALLATION WITH DETAIL 6 ON DRAWING A-601. ALL

FINISHES ON THE ROOM SIDE OF WALL ONLY.

4. FINISH CONCRETE WALLS AND COLUMNS WITH EPOXY WALL COATING (MPI-82). INSTALL A 4" HIGH RESINOUS URETHANE/EPOXY MORTAR COVED BASE (RES-6B). COORDINATE COVED BASE INSTALLATION WITH DETAIL 6 ON DRAWING A-601. ALL FINISHES ON THE ROOM SIDE OF WALL ONLY.

5. NEW 5” THICK CONCRETE FLOOR SLAB. COORDINATE INSTALLATION WITH STRUCTURAL AND PLUMBING DRAWINGS. INSTALL 6MIL. VAPOR BARRIER BELOW NEW SLAB. PREPARE SUBSTRATE AS REQUIRED AND INSTALL NEW RESINOUS URETHANE/EPOXY MORTAR FLOOR FINISH AND

COVED BASE (RES-6B). COORDINATE INSTALLATION WITH DETAIL 5 ON DRAWING A-601.

6. MODIFY FAN OPENING TO FIT NEW EQUIPMENT. INSTALL CMU TO REDUCE OPENING SIZE AND INSTALL A NEW THROUGH WALL FRAME. SEE DETAIL "3" ON DRAWING A-601. INSTALL NEW FAN ASSEMBLY AS INDICATED ON MECHANICAL AND ELECTRICAL DRAWINGS.

7. INSTALL A CONTINUOUS PERIMETER ISOLATION JOINT BETWEEN THE EXISTING AND NEW CONSTRUCTION.

8. MODIFY GRADE TO -4" MAX. BELOW ADJACENT FINISHED CONCRETE. EXTEND GRADE LEVEL TO 3'-0" BEYOND THE EDGE OF THE SLABS. TAPER AT

3:12 MAXIMUM TAPER, BEYOND THE 3'-0" MARK, TO EXISTING GRADE.

9. NEW CONCRETE RAMP AND LANDING PAD. INSTALL CONCRETE SEALER TO CONCRETE SURFACES (MPI-99). FURNISH AND INSTALL ANTI-SKID ADDITIVE ON ALL WALKING SURFACES OF THE RAMP AND LANDING PAD SURFACES. SEE STRUCTURAL DRAWINGS FOR INSTALLATION DETAILS.

10. NEW 36” HIGH HANDRAIL, COORDINATE INSTALLATION WITH STRUCTURAL DRAWINGS. FINISH WITH METAL COATING (MPI-81). FINISH COLOR SHALL

BE SAFETY YELLOW.

11. PREPARE SUBSTRATE AS REQUIRED AND INSTALL NEW RESINOUS URETHANE/EPOXY MORTAR FLOOR FINISH. INSTALL RESINOUS URETHANE/EPOXY MORTAR FLOOR FINISH AND COVED BASE ON THE EXPOSED SURFACES OF THE EXISTING HOUSEKEEPING PADS TO REMAIN.

COORDINATE INSTALLATION WITH DETAIL 6 ON DRAWING A-601.

12. TRANSITION BETWEEN FLOOR FINISHES. SEE DETAIL 7 ON DRAWING A-601.

13. EJECTOR PUMP PIT. COORDINATE WITH PLUMBING DRAWINGS FOR INSTALLATION REQUIREMENTS.

14. PREPARE METAL SUBSTRATE AND INSTALL NEW PRIME AND FINISH COATS OF METAL COATING (MPI-81) AS RECOMMENDED IN THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. PATCH METAL BASE OF THE THE CLIMATE CONTROL ROOM MODULAR WALL PARTITIONS AS REQUIRED TO INSTALL THE RESILIENT BASE (RB-1) ON EACH SIDE OF THE PARTITIONS. COLUMNS, CONCRETE AND MASONRY WALLS SHALL RECEIVE 4" HIGH RESINOUS URETHANE/EPOXY MORTAR COVED BASE (RES-6B). COORDINATE INSTALLATION WITH DETAIL 6 ON

DRAWING A-601.

15. AS RECOMMENDED IN THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS, PREPARE WOOD SUBSTRATE AND INSTALL NEW PRIME AND FINISH COATS OF WOOD SURFACE COATING (MPI-54). ALLOW COATINGS TO FULLY DRY BEFORE DOOR HARDWARE IS REINSTALLED.

16. PREPARE STAIR FOR NEW FINISHES. PREPARE METAL SUBSTRATE AS RECOMMENDED IN THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS AND INSTALL NEW PRIME AND FINISH COATS OF METAL COATING (MPI-81) ON STAIR RUNNERS, HANDRAILS AND ALL STAIR TREAD NOSING. (DO NOT APPLY FINISHES TO METAL GRATING.) FINISH COLOR SHALL BE SAFETY YELLOW AND ALL STAIR TREAD NOSING SHALL RECEIVE

A NON-SLIP TREATMENT.

17. PREPARE RAILINGS, LADDER AND OTHER METAL COMPONENTS SURROUNDING MER PIT FOR NEW FINISHES. PREPARE METAL SUBSTRATE AS RECOMMENDED IN THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS AND INSTALL NEW PRIME AND FINISH COATS OF METAL COATING (MPI-81) ON RAILINGS, LADDER AND OTHER METAL COMPONENTS. FINISH COLOR SHALL BE SAFETY YELLOW AND ALL LADDER RUNGS

SHALL RECEIVE A NON-SLIP TREATMENT.

18. CONTRACTOR SHALL PATCH TO MATCH EXISTING CONCRETE CURB SURROUNDING THE MER PIT TO MAKE IT CONTINUOUS. PREPARE SUBSTRATE AS REQUIRED AND INSTALL NEW RESINOUS URETHANE/EPOXY MORTAR FLOOR FINISH (RES-6B) TO COVER THE CONCRETE CURB. FINISH SHALL EXTEND OVER THE TOP AND INTO THE MER PIT, 6" DOWN FROM THE TOP OF THE CURB . INSTALL RESINOUS URETHANE/EPOXY MORTAR COVED BASE AROUND THE OUTER PERIMETER OF THE CURB. COORDINATE INSTALLATION WITH DETAIL 6 ON DRAWING A-601. COLOR OF FINISH SHALL

MATCH THE COLOR SELECTED FOR THE COVED BASES AT THE HOUSEKEEPING PADS.

19. NEW CONCRETE STAIR. INSTALL CONCRETE SEALER TO CONCRETE SURFACES. FURNISH AND INSTALL ANTI-SKID ADDITIVE ON ALL WALKING

SURFACES. SEE STRUCTURAL DRAWINGS FOR INSTALLATION DETAILS.

20. NEW 5” THICK CONCRETE FLOOR SLAB. COORDINATE INSTALLATION WITH STRUCTURAL AND PLUMBING DRAWINGS. INSTALL 6MIL. VAPOR BARRIER BELOW NEW SLAB. FINISH WITH CONCRETE PROTECTIVE SEALER (MPI-99). COORDINATE INSTALLATION WITH DETAIL 7 ON DRAWING A-601.

21. NEW 4” HIGH HOUSEKEEPING PAD. COORDINATE ACTUAL SIZE AND LOCATION WITH EQUIPMENT OR APPROVED EQUIPMENT VENDOR SHOP DRAWINGS. COORDINATE INSTALLATION AND REINFORCEMENT WITH STRUCTURAL DRAWINGS. FINISH ALL SURFACES OF THE HOUSEKEEPING PAD WITH CONCRETE PROTECTIVE SEALER (MPI-99). SEE FINISH SCHEDULE ON DRAWING A-601.

A-114

SGSG

ARCHITECTURAL SUB-BASEMENT CHILLER

PUMP AND MEDICAL AIR AND VACUUM ROOM

PLAN

GENERAL DRAWING NOTES:

1. SEE DRAWING A-001 FOR GENERAL PROJECT REQUIREMENTS, GENERAL PROTECTION NOTES, AND DEMOLITION NOTES.

2. SEE DRAWING A-001 FOR ARCHITECTURAL SYMBOLS AND MATERIAL LEGEND.

3. SEE DRAWING A-002 FOR ARCHITECTURAL SPECIFICATIONS.

4. EXCAVATIONS SHALL NOT UNDERMINE EXISTING BUILDING FOOTINGS/FOUNDATIONS.

5. SEE DRAWING A-501 FOR ARCHITECTURAL DETAILS AND FIRE STOPPING.

6. SEE DRAWING A-601 FOR ARCHITECTURAL SCHEDULES AND DETAILS.

ADDENDUM #01 9/11/2026

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 9'-2"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 9'-2"

AutoCAD SHX Text 12'-11"

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 9'-3 "12"

AutoCAD SHX Text 6'-6 "12"

AutoCAD SHX Text 21'-1 "12"

AutoCAD SHX Text 19'-9 "12"

AutoCAD SHX Text

AutoCAD SHX Text A-601

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 19'-7"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 19'-6"

AutoCAD SHX Text 11'-1"

AutoCAD SHX Text 5'-5 "12"

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 3'-1"

AutoCAD SHX Text 31'-9"

AutoCAD SHX Text 11"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 4'-3 "12"

AutoCAD SHX Text 38'-4"

AutoCAD SHX Text 5'-2"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 11"

AutoCAD SHX Text 5'-11"

AutoCAD SHX Text 5'-0 "12"

AutoCAD SHX Text 5'-7"

AutoCAD SHX Text 4'-8 "12"

AutoCAD SHX Text 5'-3 "12"

AutoCAD SHX Text 25'-5 "12"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 8'-5 "12"

AutoCAD SHX Text 2'-6 "12"

AutoCAD SHX Text 1'-11 "12"

AutoCAD SHX Text 9'-10 "12"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 6'-7"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 21'-10"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 3'-0 "12"

AutoCAD SHX Text 3'-8"

6'-5"

MER

CLIMATE CONTROL

ROOM

MEDICAL GAS ROOM

TYP.

1 TYP.2

4 TYP.

4TYP.

4TYP.4 TYP.

4TYP.

5 TYP.

TYP.

EQ

1'- 7"

EQ

6"

TYP.

4TYP.

4TYP.

4TYP.4TYP.

5TYP.

CHILLER PUMP ROOM

5TYP.

5 4 3 2

21'-8" 21'-8" 21'-8"

7 6 5

21'-8" 21'-8"

S

R

Q.8

'-8

7'-

1"

P

N

'-8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

B200

AREA OF

WORK

SCALE:

KEY PLAN

SUB-BASEMENT

1:100

KP

SCALE:

ARCHITECTURAL SUB-BASEMENT CHILLER PUMP ROOM

1/4" = 1'-0"

SCALE:

ARCHITECTURAL SUB-BASEMENT MEDICAL GAS AND CLIMATE CONTROL REFLECTED CEILING PLAN 1/4" = 1'-0"

DRAWING KEYED NOTES:

1. NEW WALK-ABLE CEILING FRAMING AT 16" O.C. COORDINATE INSTALLATION WITH

STRUCTURAL, MECHANICAL DRAWINGS AND WITH APPROVED VENDOR SHOP DRAWINGS FOR

NEW EQUIPMENT INSTALLATIONS. PREPARE METAL FRAMING AND DECK COMPONENTS AS

RECOMMENDED IN THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS AND

INSTALL NEW PRIME AND FINISH COATS OF METAL COATING (MPI-81). COLOR SHALL BE

BENJAMIN MOORE, WHITE (01), OR AN APPROVED EQUAL. SEE DRAWING A-301, SECTIONS 2

AND 3 FOR ADDITIONAL INSTALLATION REQUIREMENTS FOR THE WALK-ABLE CEILING.

2. NEW WALKABLE CEILING FRAMING TRACK SECURELY FASTENED TO WALLS. COORDINATE

INSTALLATION WITH STRUCTURAL DRAWINGS.

3. MECHANICAL EQUIPMENT AND FIXTURES. PROVIDE OPENINGS IN WALKABLE DECK AS

REQUIRED FOR MECHANICAL INSTALLATIONS. COORDINATE SIZE AND LOCATION WITH

MECHANICAL DRAWINGS. VERIFY REQUIRED FRAMING OF OPENING WITH STRUCTURAL

DRAWINGS.

4. NEW LIGHT FIXTURE. COORDINATE INSTALLATION WITH ELECTRICAL DRAWINGS. FIXTURE

LOCATION AND ORIENTATION MAY VARY, COORDINATE FIXTURE LOCATION WITH APPROVED

VENDOR SHOP DRAWINGS FOR NEW EQUIPMENT INSTALLATIONS. SUBMIT INSTALLATION

DRAWING FOR VA REVIEW AND APPROVAL.

5. INSTALL NEW SPRINKLERS. COORDINATE WITH FIRE PROTECTION DRAWINGS.

6. FURNISH AND INSTALL NEW CEILING GRID AND ACOUSTIC CEILING TILE (AC-1).

7. NEW DIFFUSERS AND REGISTERS. COORDINATE INSTALLATION WITH MECHANICAL DRAWINGS.

8. NEW CEILING LIGHTING TROFFER. COORDINATE INSTALLATION WITH ELECTRICAL DRAWINGS

AND APPROVED CEILING GRID SYSTEM.

A-115

SGSG

ARCHITECTURAL SUB-BASEMENT

REFLECTED CEILING PLANS

GENERAL DRAWING NOTES:

1. SEE DRAWING A-001 FOR GENERAL PROJECT REQUIREMENTS, GENERAL PROTECTION

NOTES, AND DEMOLITION NOTES.

2. SEE DRAWING A-001 FOR ARCHITECTURAL SYMBOLS AND MATERIAL LEGEND.

3. SEE DRAWING A-002 FOR ARCHITECTURAL SPECIFICATIONS.

4. EXCAVATIONS SHALL NOT UNDERMINE EXISTING BUILDING FOOTINGS/FOUNDATIONS.

5. SEE DRAWING A-501 FOR ARCHITECTURAL DETAILS AND FIRE STOPPING.

6. SEE DRAWING A-601 FOR ARCHITECTURAL SCHEDULES AND DETAILS.

ADDENDUM #01 9/11/2026

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

EXISTING BOTTOM OF PIT

EXCAVATE EXISTING DIRT FLOOR AS REQUIRED

FOR THE INSTALLATION OF THE NEW FLOOR

SLAB. COORDINATE SLAB INSTALLATION AND

REINFORCING WITH STRUCTURAL DRAWINGS.

EXISTING FAN , FAN HOUSING AND

OPENING FRAME TO BE REMOVED.

PREPARE ROUGH OPENING FOR

NEW INSTALLATIONS.

EXISTING DIRT

FLOOR TO BE

MODIFIED AS

REQUIRED FOR

THE VACUUM

ROOM

INSTALLATION.

EXISTING WALL FOOTING

BEYOND

EXISTING COLUMN FOOTING

BEYOND

48" x 48" EXHAUST FANS EXISTING COLUMN

SHIPS LADDER TO

BASEMENT LEVEL

UP

FACE OF EXISTING WALL

MER FIN. FL

@ ELEV. 0'-0"

FIN. FL.

@ ELEV. 1'-1" (+)

N4

N4

B.O. JOISTS

@ ELEV. 8'-1" MIN.

MER FIN. FL

@ ELEV. 0'-0"

FIN. FL.

@ ELEV. 1'-1" (+)

9'- 4"

6"14'-6"

1'- 4"

7'-

1/ 2"

9'- 0"

MI

NI

MU

M

CL

EA

RA

NC

E R

EQ

UI

RE

D

2'- 0"

2'- 0"

4'-0"

7'- 2"

MI

NI

MU

M

CL

EA

RA

NC

E R

EQ

UI

RE

D

EXISTING BOTTOM OF PIT

EXISTING WALL FOOTING

BEYOND

EXISTING FINISHED FLOOR

OF THE MECHANICAL

EQUIPMENT ROOM (MER)

INFILL EXISTING OPENING AS

REQUIRED FOR NEW FAN

INSTALLATION. COORDINATE

OPENING TO REMAIN WITH

MECHANICAL DRAWINGS.

SEE DETAIL "3" ON DWG.

A-601.

NEW EXHAUST FANS, SEE DETAIL "3" ON

DWG. A-601. COORDINATE INSTALLATION

WITH MECHANICAL

BENT METAL FLASHING AT PERIMETER

WALL (TYP.)

WALKABLE CEILING STRUCTURE AND DECK

SHALL SLOPE 1/4:12 OR GREATER.

COORDINATE INSTALLATION REQUIREMENTS

WITH STRUCTURAL DRAWINGS AND SECTION

3 ON THIS SHEET.

DASHED LINE INDICATES THE HEIGHT OF

THE NEW CMU WALL. (BEHIND THE

SECTION MARK)

SEE STRUCTURAL

DRAWINGS AND

REFLECTED CEILING

PLAN #3 ON DRAWING

A-115 FOR FRAMING

AND DECK

INSTALLATIONS.

MEDICAL GAS

ROOM

EXISTING COLUMN FOOTING

BEYOND

48" x 48" EXHAUST FANS EXISTING COLUMN

SHIPS LADDER TO

BASEMENT LEVEL

UP

FACE OF EXISTING WALL

B

4'-4 1/2"

HAUNCH CENTERED

UNDER CMU WALL

HAUNCH AND

REINFORCING AT

EDGE OF SLAB (TYP.)

COORDINATE WITH

STRUCTURAL

DRAWINGS AND

REFER TO SECTION 3

ON THIS SHEET FOR

REINFORCING (TYP.)

MEDICAL GAS

ROOM

EXIST. 20" DIA. CWR

PIPE W/ DRAIN TO

REMAIN.

NEW EXHAUST FANS,

COORDINATE INSTALLATION

WITH MECHANICAL DRAWINGS.

INFILL EXISTING OPENING AS

REQUIRED FOR NEW FAN

INSTALLATION. SEE DETAIL "3"

ON DWG. A-601.

EXIST. CAST-IN-PLACE

CONCRETE WALL

EXIST. CHILLER

PLANT FLOOR AT

ELEV. 0'-0"

EXISTING WALL

FOOTING

METAL JOISTS AT 16" O.C.

COORDINATE WITH

STRUCTURAL

DRAWINGS FOR SIZE

EXISTING 60" x 24" DUCTWORK TO

REMAIN.

INFILL TO ALIGN FLUSH

WITH EXISTING WALL.

(EACH SIDE)

6" CMU WALL. HORIZONTAL

REINFORCEMENT W1.7

@16" O.C.

TOP OF CMU WALL BOND

BEAM, SEE STRUCTURAL

DRAWINGS FOR DETAIL.

PATCH ALL WALL PENETRATIONS

NO LONGER IN USE. TYPICAL

FOR ALL.

PATCH ALL WALL PENETRATIONS

NO LONGER IN USE. TYPICAL

FOR ALL.

FACE OF EXISTING WALL

(BEYOND)

6 MIL. VAPOR BARRIER BELOW

SLAB. (TYPICAL)

#4 @ 16" O.C.

6" COMPACTED STONE

6 x 6 - W2.9 x w2.9 W.W.F.

#4 DOWEL WITH 9"

EMBEDMENT

(2) #5 BAR CONT.

3/4" FIRE RATED PLYWOOD

1-1/2" TYPE "F" METAL DECK

FASTEN 7 1/4" METAL

RIM TRACK WITH (2)

HILTI KH-EZ 3/4" DIA.

3" EMBEDMENT AT

EACH JOIST WITH CLIP

ANGLE

FASTEN METAL RIM

TRACK WITH

(2) HILTI KH-EZ 3/4" DIA.

3" EMBEDMENT AT

EACH JOIST WITH CLIP

ANGLE

7 1/4" METAL RIM

TRACK (EACH SIDE)

METAL RIM TRACK

(EACH SIDE)

COORDINATE WITH

STRUCTURAL

DRAWINGS FOR SIZE

CONTINUOUS PERIMETER

EXPANSION JOINT AT

EXISTING WALLS

#5 @ 24" O.C.

T.O. WALL @ 10'-8"

ABOVE NEW FLOOR SLAB

B

DIMENSIONED TO

FACE OF WALL

(2) #5 BAR CONTINUOUS

(TYPICAL)

#5 @ 24" O.C.

HAUNCH CENTERED

UNDER CMU WALL. SEE

DETAIL "A" ON DRAWING

SB-101 (TYP.)

HAUNCH AND REINFORCING

AT EDGE OF SLAB. SEE

DETAIL "D" ON DRAWING

SB-101 (TYP.)

(2) #5 BAR CONTINUOUS

(TYPICAL)

B.O. JOISTS

@ ELEV. 8'-1" MIN.

MER FIN. FL

@ ELEV. 0'-0"

FIN. FL.

@ ELEV. 1'-1" (+)

5 4

21'-8"

SCALE:

SECTION 2 - NEW WORK

3/8" = 1'-0"

A-301

SGSG

SECTIONS - MEDICAL

GAS ROOM

SCALE:

SECTION 3 - NEW WORK

3/8" = 1'-0"

SCALE:

SECTION 1 - DEMOLITION WORK

3/8" = 1'-0"

GENERAL DRAWING NOTES:

1. SEE DRAWING A-001 FOR GENERAL PROJECT REQUIREMENTS, GENERAL PROTECTION NOTES,

AND DEMOLITION NOTES.

2. SEE DRAWING A-001 FOR ARCHITECTURAL SYMBOLS AND MATERIAL LEGEND.

3. SEE DRAWING A-002 FOR ARCHITECTURAL SPECIFICATIONS.

4. EXCAVATIONS SHALL NOT UNDERMINE EXISTING BUILDING FOOTINGS / FOUNDATIONS.

B200

SCALE:

KEY PLAN

SUB-BASEMENT

1:100

KP

AREA OF

WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

ADDENDUM #01 9/11/2026

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

AutoCAD SHX Text A-601

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 10'-8"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 8'-1"

AutoCAD SHX Text 21'-7"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 22'-1"

5"

E-001

ELECTRICAL SYMBOLS,

ABBREVIATIONS AND NOTES

MR

GENERAL PROJECT NOTES:

1. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE ANSI, ASTM, IBC, IESNA, IEEE, ISO, JCAHO, NFPA, NEMA AND UL CODES AND STANDARDS.

2. ALL CONDUCTORS, TRANSFORMER WIDINGS, AND BUSSING IN ELECTRICAL POWER

DISTRIBUTION SYSTEM COMPONENTS SHALL BE COPPER.

3. ALL FINAL LOCATIONS AND ARRANGEMENTS OF LIGHTING FIXTURES SHALL BE OBTAINED

FROM THE ARCHITECTURAL REFLECTED CEILING PLAN.

4. LIGHTING FIXTURES WITH MORE THAN TWO LAMPS SHALL HAVE TWO OUTER LAMPS

CONTROLLED WITH ONE SWITCH AND INNER LAMP(S) CONTROLLED BY A SECOND

SWITCH.

5. EACH BRANCH CIRCUIT HOMERUN SHALL HAVE NO MORE THAN THREE CIRCUITS. EACH

BRANCH CIRCUIT HOMERUN SHALL HAVE A SEPARATE GREEN INSULATED EQUIPMENT

GROUNDING CONDUCTOR.

6. NEUTRAL SHARING FOR MULTI-WIRE BRANCH CIRCUITS SHALL NOT BE ALLOWED.

7. MULTI-GANG BACKBOXES FOR DIFFERENT VOLTAGES AND TYPES OF EMERGENCY AND

NORMAL BRANCH WIRING DEVICES SHALL HAVE DIVIDERS BETWEEN DEVICES.

8. ALL WIRING DEVICES SHALL BE PROVIDED WITH PERMANENT ADHESIVE LABEL LISTING

PANEL AND CIRCUIT SUPPLYING THE WIRING DEVICE.

GENERAL NOTES - DEMOLITION:

1. FOR EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES, WIRING DEVICES, CONDUITS, ETC., SHOWN ON PLANS TO BE REMOVED, COMPLETELY CUT/CAP CONDUITS AT THE AREA OF

WORK PERIMETER AND REMOVE CONDUIT WITHIN THE WORK AREA, DISCONNECT WIRING AT

THE OVERCURRENT PROTECTIVE DEVICE AND REMOVE WIRING COMPLETELY FROM THE

ABANDONED CONDUITS.

2. DISCONNECT ALL ABANDONED WIRING OF ALL TYPES AT THE OVERCURRENT PROTECTIVE

DEVICE. COMPLETELY REMOVE ALL ABANDONED WIRING.

3. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND CONDUCTORS PASSING

THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS. ALL CIRCUITS SERVICE

AREAS ADJACENT TO THE CONSTRUCTION AREA THAT ARE MODIFIED, AS PART OF THE

CONSTRUCTION PROJECT, SHALL BE RE-CIRCUITED AS PART OF THE CONSTRUCTION

PROJECT.

4. PROVIDE TEMPORARY AND/OR MODIFY EXISTING LIGHTING AND POWER, AND RELATED

SERVICES AS REQUIRED FOR CONSTRUCTION-PERIOD'S INTERIM LIFE SAFETY MEASURES.

5. PRIOR TO REMOVAL OF EXISTING ELECTRICAL COMPONENTS, CONTRACTOR SHALL

COORDINATE WITH COR AND HOUSE ELECTRICIAN IF ANY EQUIPMENT SHALL BE RETAINED BY

THE GOVERNMENT. COORDINATION ITEMS SHALL INCLUDE BUT NOT BE LIMITED TO

DISCONNECTS OF 100A OR LARGER, FIRE ALARM DEVICES, PANELBOARDS AND CIRCUIT

BREAKERS, SPECIAL LIGHTING FIXTURES, SPECIAL RECEPTACLES, TRANSFORMERS, POWER

COMPONENTS TO PROVIDE TEMPORARY CONSTRUCTION ELECTRICAL SERVICES (IF NOT THE

PROPERTY OF THE CONTRACTOR). ANY EQUIPMENT NOT REQUESTED TO BE RETAINED SHALL

BE REMOVED IN ACCORDANCE WITH CONTRACT REQUIREMENTS.

SWITCH ON LIGHTING PLANS:

BLANK = SINGLE POLE 2 = DOUBLE POLE

3 = THREE-WAY 4 = FOUR-WAY

D = DIMMER K = KEY OPERATED

LV= LOW VOLTAGE P = WITH PILOT LIGHT

LM= LOW VOLTAGE MASTER RC= REMOTE CONTROL

PB= PUSH BUTTON STATION WP= WEATHER PROOF

T = TIMER OPERATED Mo= OCCUPANCY SENSOR a,b,c... = CONTROL ZONE

INDICATES EQUIPMENT TO BE DEMOLISHED, UON.

ELECTRICAL ABBREVIATIONS

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

1P SINGLE POLE FA FIRE ALARM PEND PENDANT

2/C TWO-CONDUCTOR FAAP FIRE ALARM ANNUNCIATOR PANEL PF POWER FACTOR

3/C THREE-CONDUCTOR FACP FIRE ALARM CONTROL PANEL PH PHASE

3PH THREE-PHASE FC FOOT CANDLE PNL PANEL

4/C FOUR-CONDUCTOR FIXT FIXTURE PT POTENTIAL TRANSFORMER

4W FOUR WIRE FLA FULL LOAD AMPS PVC POLYVINYL CHLORIDE (PLASTIC)

A/C UNIT AIR CONDITIONING UNIT FP FIRE PROTECTION PWR POWER

A/E ARCHITECT / ENGINEER FT FEET OR FOOT RCP REFLECTED CEILING PLAN

AAP ALARM ANNUNCIATOR PANEL FU SW FUSED SWITCH REC RECESSED

AC ALTERNATING CURRENT OR ARMORED CABLE G ELECTRICAL GROUND RECPT RECEPTACLE

ACC ACCESSIBLE GFCI GROUND FAULT CIRCUIT INTERRUPTER RM ROOM

ADDL ADDITIONAL HOA HAND-OFF-AUTO RMS ROOT MEAN SQUARE

ADJ ADJACENT, ADJOINING HP HORSEPOWER REQD REQUIRED

AF AMPERE FRAME OR AMP FUSE HT HEIGHT SCC SHORT CIRCUIT CURRENT

AFF ABOVE FINISHED FLOOR HZ HERTZ SD SMOKE DETECTOR

AFG ABOVE FINISHED GRADE IMC INTERMEDIATE METAL CONDUIT SF SQUARE FOOT (FEET)

AHJ AUTHORITY HAVING JURISDICTION IR INFRARED SHT SHEET

AIC AMPERE INTERRUPTING CAPACITY J-BOX JUNCTION BOX SI INTERNATIONAL SYSTEM OF UNITS

ALT ALTERNATE kV KILOVOLT SPEC SPECIFICATION

AMP AMPERE kVA KILOVOLT AMPERE SPST SINGLE POLE SINGLE THROW

AT AMPERE TRIP kVAh KILOVOLT AMPERE PER HOUR SURF SURFACE

AUTO AUTOMATIC kVAR KILOVOLT AMPERE REACTIVE SW SWITCH

BLDG BUILDING kW KILOWATT SWBD SWITCHBOARD

BRKR BREAKER kWh KILOWATT HOUR SWGR SWITCHGEAR

C CONDUIT kWhM KILOWATT HOUR METER TEL TELEPHONE

CAB CABINET LED LIGHT EMITTING DIODE TYP TYPICAL

CALC CALCULATE LF LINEAR FEET (FOOT) UGND UNDERGROUND

CAP CAPACITY LRA LOCKED ROTOR AMPS UL UNDERWRITERS LABORATORY

CAT CATALOG LT LIGHT UON UNLESS OTHERWISE NOTED

cd CANDELA LTG LIGHTING UPS UNINTERRUPTIBLE POWER SUPPLY

CD CONSTRUCTION DOCUMENTS LTG PNL LIGHTING PANEL UTIL UTILITY

CF CONTRACTOR FURNISHED LTNG LIGHTNING V VOLT

CKT CIRCUIT LV LOW VOLTAGE VA VOLT AMPERE

CKT BRKR OR C/B CIRCUIT BREAKER MAX MAXIMUM VAR VOLT AMPERE REACTIVE

CLF CURRENT LIMITING FUSE MC METAL-CLAD VFD VARIABLE FREQUENCY DRIVE

CLG CEILING MCA MINIMUM CIRCUIT AMPACITY VOLT VOLTAGE

COMPT COMPARTMENT MCB MAIN CIRCUIT BREAKER W WATT

CONT CONTINUE MCC MOTOR CONTROL CENTER WH WATER HEATER

CONTR CONTRACTOR MECH MECHANICAL WP WEATHERPROOF

CRI COLOR RENDERING INDEX MH MANHOLE XFMR TRANSFORMER

CT CURRENT TRANSFORMER MIN MINIMUM

CU COPPER MOCP MAXIMUM OVERCURRENT PROTECTION

dB DECIBEL MLO MAIN LUGS ONLY

DC DIRECT CURRENT MT MOUNT

DEG C DEGREES CELCIUS MTD MOUNTED

DEG F DEGREES FAHRENHEIT MTG MOUNTING

DEMO DEMOLITION MTS MANUAL TRANSFER SWITCH

DIAG DIAGRAM MV MEDIUM VOLTAGE

DISC DISCONNECT MVA MEGAVOLT-AMPERE

DISTR PNL DISTRIBUTION PANEL MW MEGAWATT

DMR SW DIMMER SWITCH NA NOT APPLICABLE

DPDT DOUBLE POLE DOUBLE THROW NC NORMALLY OPEN

DPST DOUBLE POLE SINGLE THROW NEC NATIONAL ELECTRICAL CODE

DS DISCONNECT SWITCH NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

DWG DRAWING NEUT OR N NEUTRAL

EL ELEVATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION

ELEC ELECTRIC OR ELECTRICAL NIC NOT IN CONTRACT

ELEV ELEVATOR NL NIGHT LIGHT

EMER EMERGENCY NO NORMALLY OPEN

EMT ELECTRICAL METAL TUBING NTS NOT TO SCALE

ENCL ENCLOSURE OD OUTSIDE DIAMETER

EPO EMERGENCY POWER OFF OL OVERLOAD

EWC ELECTRIC WATER COOLER P POLE

EWH ELECTRIC WATER HEATER PB PULL BOX

EXIST OR (E) EXISTING PEC PHOTOLELECTRIC CELL

AUTOMATIC TRANSFER SWITCH

- INDICATES EMPTY DUCT.

- INDICATES NEW FEEDER.

- INDICATES EXISTING FEEDER TO BE REMOVED.

- INDICATES EXISTING FEEDER TO REMAIN.

CONDUIT BANK SECTION (2x2 CONDUIT BANK/DUCT BANK INDICATED)

- INDICATES FEEDER INSTALLED IN CONDUIT.

- INDICATES EMPTY SPARE CONDUIT. PROVIDE MUELTAPE

AND TAG BOTH ENDS OF CONDUIT RUN WITH ENGRAVED

TAGS INDICATING POINT AT OTHER END OF MULETAPE.

- INDICATES VITALINK CABLE

A

PPEQ1

PANELBOARD WITH MAIN CIRCUIT BREAKER.

KD

SWITCH, SINGLE BREAK

FUSE WITH RATING

CIRCUIT BREAKER

DRAWOUT AIR CIRCUIT BREAKER

MOTOR, SINGLE-PHASE

MOTOR, THREE-PHASE

DELTA CONNECTION

TRANSFORMER

WYE CONNECTION

EARTH GROUND

JUNCTION BOX

PULL BOX

TRANSFORMER, PLAN

DISTRIBUTION PANEL

PANELBOARD, FLUSH MOUNTED

PANELBOARD, SURFACE MOUNTED

RECEPTACLE, DUPLEX

RECEPTACLE, DUPLEX ON EMERGENCY POWER

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER

RECEPTACLE, QUADRAPLEX

RECEPTACLE, SINGLE

RECEPTACLE, SPECIAL PURPOSE

A = 120V, 20A, 1 PHASE, 2-POLE, 3W, NEMA 5-20R.

B = 208V, 20A, 1 PHASE, 2-POLE, 3W, NEMA 6-20R.

C = 120V, 30A, 1 PHASE, 2-POLE, 3W, NEMA 5-30R.

D = 208V, 30A, 1 PHASE, 2-POLE, 3W, NEMA 6-30R.

E = 208V, 60A, 1 PHASE, 3-POLE, 4W, NEMA 14-60R.

F = 208V, 30A, 3 PHASE, 3-POLE 4W, NEMA 15-30R.

G = 208V, 50A, 3 PHASE, 3 POLE, 4W, NEMA 15-30R.

H = 208V, 60A, 3 PHASE, 3 POLE, 4W, NEMA 15-60R.

SWITCH

F = FUSED SWITCH K = KEY OPERATED

L = LOCK LM= LOW VOLTAGE MASTER

M = MANUAL MOTOR STARTING MC= MOMENTARY CONTACT

MP= MOTOR SNAP WITH PILOT LIGHT P = WITH PILOT LIGHT

(THERMAL TYPE)

PB= PUSH BUTTON STATION RC= REMOTE CONTROL

WP= WEATHER PROOF X = EXPLOSION PROOF

BRANCH CIRCUIT HOMERUN. ONE SEPARATE GREEN GROUNDING

CONDUCTOR SHALL BE PROVIDED FOR EACH HOMERUN

/ / / INDICATES EQUIPMENT TO BE DEMOLISHED, UON.

DISCONNECT SWITCH, FUSED. '30AS' DENOTES SWITCH RATING.

'30AF' DENOTES FUSE SIZE. '3P' DENOTES NUMBER OF POLES.

DISCONNECT SWITCH, FUSED. '30AS' DENOTES SWITCH RATING.

'3P' DENOTES NUMBER OF POLES.

STARTER, COMBINATION WITH DISCONNECT SWITCH. '30AS'

DENOTES SWITCH RATING. '1' DENOTES NEMA STARTER SIZE.

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS

CONDUIT/CABLE CUT/INTERCEPTION POINT:

- WHERE "1" IS SHOWN CONTRACTOR SHALL REMOVE CONDUIT

AND CABLE IN DIRECTION OF ARROW SHOWN.

- WHERE "2" IS SHOWN CONTRACTOR SHALL REMOVE CONDUIT

ONLY IN THE DIRECTION OF ARROW, CABLES SHALL BE CUT AND

PROTECTED FROM THIS POINT FOR FOR SPLICING INTO NEW

FEEDERS.

- WHERE "X" IS SHOWN IT INDICATES END OF CONDUIT REMOVAL

- WHERE "3" IS SHOWN CONTRACTOR SHALL INTERCEPT AND

EXTEND CONDUIT AS SHOWN.

- WHERE "4" IS SHOWN IT INDICATES PVC SCHEDULE 40 CONDUITS

ENCASED IN MINIMUM 2" CONCRETE.

- WHERE "5" IS SHOWN IT INDICATES END OF CONDUIT CONCRETE

ENCASEMENT.

EXISTING DUCT BANK SECTION (2x2 CONDUIT BANK/DUCT BANK

INDICATED)

STARTER OR MOTOR CONTROLLER. '1' DENOTES

NEMA STARTER SIZE.

PANELBOARD WITH MAIN LUGS ONLY.

KEY INTERLOCK.

DRAWOUT DEVICE, 3 POLE U.O.N.

LIGHTING FIXTURE SCHEDULE

FIXTURE ID SYMBOL MOUNTING VOLTAGE / WATTAGE DESCRIPTION

A SUSPENDED /

SURFACE

UNV (120-277V)

54.1W

LED, CCT 3500K, CRI 80, LUMEN SELECTION SHALL PROVIDE XXFC AT 30"AFF WITH UNIFORMITY 3:1 (AVG/MIN)

BASIS OF DESIGN:

SIGNIFY DAY-BRITE MOD# FSS470L835-UNV-DIM

B SURFACE UNV (120-277V)

14W

LED, CCT 3500K, CRI 80

BASIS OF DESIGN:

SIGNIFY STONCO MOD# VWXL-14-NW-G1-8

C TROFFER UNV (120-277V)

XXW

LED, CCT 3500K, CRI 80

BASIS OF DESIGN:

SIGNIFY STONCO MOD# XXXX

EX SUSPENDED UNV (120-277V)

4.7W

LED, DIE-CAST ALUMINUM, FIELD CONFIGURABLE SINGLE OR DOUBLE FACE OPTION,

BASIS OF DESIGN:

SIGNIFY SC SERIRES, MOD# SC-N-U-R-W-ICTA-DL

EM

SUSPENDED /

SURFACE (WALL

OR CEILING)

UNV (120-277V)

14W

LED, POLYCARBONATE HIGH-IMPACT HOUSING,

BASIS OF DESIGN:

SIGNIFY TRU-PATH, MOD# TPU-D-N-LM7-W-ICTA

LP-1 POLE MOUNT UNV (120-277V) LED, POLE MOUNT

BASIS OF DESIGN:

NOTES:

1. ALL LIGHTING FIXTURE SHALL BE BAA APPROVED.

2. LIGHTING FIXTURES LUMEN SELECTION SHALL BE BASED ON PHOTOMETRIC STUDY PROVIDED BY CONTRACTOR.

3. ALL LIGHTING FIXTURES DESIGNATED WITH 'EM' SHALL BE PROVIDED WITH MIN. 90-MINUTE BATTERY BACKUP.

SWITCH, MEDIUM VOLTAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026 MR

ELECTRICAL SPLICE BOX

HEAT TRACE CONTROLLER PANEL

ELECTRICAL CRITICAL SUBMITTALS:

26 05 13 - MEDIUM VOLTAGE CABLES (1.5.A.1)

26 05 73 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY (1.4.A.1)

26 08 00 - COMMISSIONING OF ELECTRICAL SYSTEMS (1.6.A)

26 12 19 - PAD-MOUNT, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS (1.5.A.1)

26 24 13 - DISTRIBUTION SWITCHBOARDS (1.5.A.1)

MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE

UNIT TAG UNIT DESCRIPTION VOLTAGE /

PHASE HP LOAD

KW FLA MCA MOCP

UNIT DISCONNECT SWITCH

FEEDER REMARKS

SIZE TYPE FURNISHED

BY

CH-1, CH-2,

CH-3, CH-4 CHILLER 480V/3 - - 619 774 1200 1200AS INTEGRAL MANUF. (3) SETS OF 600KCMIL, 3/0G IN 4" CONDUIT

P-1, P-2, P-3, P-4 PRIMARY CHILLER PUMPS 480V/3 50 - 65 125 200AF/125AT VFD DIV.26 3#1, #8G IN 1-1/2"

CONDUIT

P-5, P-5A SECONDARY CHILLER

PUMPS 480V/3 150 - 180 300 400AF/300AT VFD DIV.26 3#350KCMIL, #4G IN

3" CONDUIT

P-6, P-6A CHILLER PUMPS 480V/3 40 - 52 100 100AF/100AT VFD DIV.26 3#3, #8G IN 1-1/4"

CONDUIT

P-7, P-7A CHILLER PUMPS 480V/3 100 - 124 200 200AF/200AT VFD DIV.26 3#3/0, #8G IN 2"

CONDUIT

P-8, P-8A CHILLER PUMPS 480V/3 40 - 52 100 100AF/100AT VFD DIV.26 3#3, #8G IN 1-1/4"

CONDUIT

P-9, P-10, P-11, P-12

CONDENSATE CHILLER

PUMPS 480V/3 100 - 124 200 200AF/200AT VFD DIV.26 3#3/0, #8G IN 2"

CONDUIT

AH-1 AIR HANDLER 208V/3 5 - 14 18 30 30AF/30AT VFD DIV.26 3#10, #10G IN 3/4"

CONDUIT

PR3A, PR3B FAN 208V/3 0.75 - 3.5 20 30AF/20AT VFD DIV.26 3#12, #12G IN 3/4"

CONDUIT

F-1 FAN 120V/1 - - 1.4 20 MSW DIV.26 2#12, #12G IN 3/4"

CONDUIT

MV-1, MV-2,

MV-3, MV-4 VACUUM PUMPS 480V/3 10 - 14 100AS NFU SW DIV.26 4 PUMPS W/ SINGLE

POINT OF CONNECTION.

MA-1, MA-2,

MA-3, MA-4 MEDICAL AIR PUMPS 480V/3 10 - 14 100AS NFU SW DIV.26 4 PUMPS W/ SINGLE

POINT OF CONNECTION.

EP-1, EP-2 PIT EJECTOR PUMPS 480V/3 1 - 2 30AS NFU SW DIV.26 2 PUMPS W/ SINGLE

POINT OF CONNECTION.

VALVE VALVE 120V/1 - 0.1 MSW DIV.26 2#12, #12G IN 3/4"

CONDUIT

PROVIDE 120V-24VAC

TRANSFORMER

NOTES:

1. ABBREVIATIONS: VFD - VARIABLE FREQUENCY DRIVE, FU SW - FUSIBLE DISCONNECT SWITCH, NFU SW - NON-FUSIBLE DISCONNECT SWITCH, MSW - MOTOR RATED SWITCH.

ADDENDUM #01 9/11/2026

AutoCAD SHX Text J

AutoCAD SHX Text

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PB

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30AS

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30AS

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30AF

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30AS

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GFI

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DP#____

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KI

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EM

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EX

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EX

AutoCAD SHX Text 4-4"

AutoCAD SHX Text 4-4"

AutoCAD SHX Text A

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LP

AutoCAD SHX Text C

HT

CBL-A#4

2 2

RELOCATED

AIR

COMPRESSOR

NHKD2#1 NHKD2#2 NHKD2#3 NHKD2#4

NHSB-A

NHSB-A2

NHKD2#5 NHKD2#6

NHKD#3

NHKD#3

KD-1 KD

TEMP A/C 22

EX

NHKD2#8

NHKD2#7

NHKD#1

NHKD#7NHKD#5 NHKD#6 NHKD#8

NHKD#2

GFI

CBL-A#4

NLB#17

NLB-A#13

NLB-A#13

20 20 7.5

CLB-A#2

AC-11

CONTROL

PANEL

AC-11

HV-11

PANEL

60AS

60AS

CP1&CP2

CONTROL

PANEL

30AS

CP2

CP1

VFD

VFD AC-11 FED

FROM NMCCSB-A

1 1 1

EX

EX

EX

EX

EX

EX

VFD

P-9

VFD

P-5 2

VFD

P-5A

VFD

P-7A

VFD

P-7

VFD

P-6A

VFD

P-6

VFD

P-8

VFD

P-8A

2 2 2

VFD

P-1

VFD

P-2

VFD

P-3

VFD

P-4

'3-NO-200-RTU-1'

SQUARE D POWER LOGIC

(2) VFDS FOR HWP-1 & HWP-1

30AS

30AS

HWP-1HWP-2

(2) 30A DISCONNECT SWITCHES

FOR HWP-1 & HWP-1

1 1

EXISTING

BMS PANEL

EXISTING

LADDER

30AS

'UPS AC'

DISCONNECT

SWITCH

CHILLER

CONTROL ROOM

STEAM

CONDENSATE PIT

CMCCSB-A NMCCSB-A

GFI

MEDICAL

VACUUM

SYSTEM

10HP

10HP

10HP

10HP

GFI

CLB-A4#22,24,26

2#10,#10G-3/4"C

100AS

PR3B

CLB-A4#29,31,33

3#12,#12G-3/4"C

GFI

CLB-A4#7

2#12,#12G-3/4"C

CLB-A4#7

CLB-A4#7

FM

FM

FM

FM

FM

FM

FM

1200AS1200AS

MEDICAL AIR

SYSTEM

10HP

10HP

10HP

10HP

100AS

VFD

P-10

VFD

P-11

VFD

P-12

GFIGFI

GFI GFI

GFI

GFI

GFI

GFIGFI

GFI

GFI

FM

FM

FM

FM

EJECTOR

PUMP

SYSTEM

1HP1HP

30AS

CLB-A4#5

2#12,#12G-3/4"C

CLB-A4#5

CLB-A4#5

CLB-A4#5

CLB-A4#5

CLB-A4#5

CLB-A4#5

CLB-A4#5 CLB-A4#5 CLB-A4#5 CLB-A4#5

CLB-A4#9

2#12,#12G-3/4"C

CLB-A4#9

CLB-A4#9

CLB-A4#9

CLB-A4#9

CLB-A4#9

CLB-A4#11

2#12,#12G-3/4"C

CLB-A4#11

CLB-A4#11 CLB-A4#11

CLB-A4#13

2#12,#12G-3/4"C

CLB-A4#13

CLB-A4#15

2#12,#12G-3/4"C

CLB-A4#17

2#12,#12G-3/4"C

CLB-A4#19

2#12,#12G-3/4"C

CLB-A4#19 CLB-A4#17

CLB-A4#17

CLB-A4#21

2#12,#12G-3/4"C

CLB-A4#21

'F-1'

M

FM

CLB-A4#5

VFD

PR3B

VFD

PR3A

PR3A

CLB-A4#23,25,27

3#12,#12G-3/4"C

CLB-A4#2

2#12,#12G-3/4"C

CMCCSB-A#8

VFD

AH-1

7 6 5 4 3 2 1

S

R

Q.8

Q

P

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

B200

AREA OF

WORK

SCALE:

KEY PLAN

SUB-BASEMENT

1:100

KP

ELECTRICAL NEW WORK PLAN -

SUB-BASEMENT

E-121

MRMR

NOTES:

1. EXISTING MECHANICAL EQUIPMENT TO REMAIN.

CONTRACTOR SHALL MAINTAIN AND PROTECT

EXISTING POWER CIRCUITRY DURING

CONSTRUCTION.

2. PROVIDE VARIABLE FREQUENCY DRIVE FOR

MECHANICAL PUMP AS INDICATED. VFD SHALL BE

PROVIDED WITH INDEPENDENT SUPPORTS AND

SHALL BE PROVIDED WITH WORKING CLEARANCE

PER NEC 110.26.

3. PROVIDE 120V POWER JUNCTION BOX FOR

MECHANICAL VALVES AND METERING EQUIPMENT.

COORDINATE FINAL POWER REQUIREMENTS AND

LOCATION WITH MECHANICAL CONTRACTOR.

4. PROVIDE 120V POWER JUNCTION BOX FOR

MECHANICAL ALARM HORN AND STROBE.

COORDINATE FINAL POWER REQUIREMENTS AND

LOCATION WITH MECHANICAL CONTRACTOR.

5. PROVIDE 120V POWER JUNCTION BOX FOR

MECHANICAL DAMPER. COORDINATE FINAL POWER

REQUIREMENTS AND LOCATION WITH MECHANICAL

CONTRACTOR.

6. ELECTRICAL PULLBOX FOR CIRCUITS AND FEEDERS

FROM DISTRIBUTION PANELS ON THE BASEMENT

LEVEL, SERVING CHILLER PLANT. COORDINATE

EXACT DIMENSION AND LOCATION WITH

MECHANICAL SYSTEM PIPING.

7. REFER TO MECHANICAL AND PLUMBING DRAWINGS

FOR ANY ADDITIONAL COMMUNICATIONS AND

CONTROLS RACEWAYS REQUIREMENTS.

ADDENDUM #01 9/11/20261

AutoCAD SHX Text

XAC-11

AutoCAD SHX Text

EXISTING AIR HANDLER SUSPENDED FROM UNDERSIDE OF MEZZANINE DECK

AutoCAD SHX Text

CH-1

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CH-2

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CH-3

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CH-4

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AutoCAD SHX Text P-6

AutoCAD SHX Text P-6A

AutoCAD SHX Text P-5

AutoCAD SHX Text P-10

AutoCAD SHX Text P-8

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AutoCAD SHX Text P-5A

AutoCAD SHX Text P-8A

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EF-4

AutoCAD SHX Text P-12

AutoCAD SHX Text P-11

AutoCAD SHX Text

AIR HANDLER SUPPORT

AutoCAD SHX Text

RM-1

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TO FM3

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TO FM1

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TO FM4

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AH-1

PANEL NAME: KD1 BUS RATING

400A

PANEL LOCATION:

CLIMATE CONTROL ROOM

DESCRIPTION:

NORMAL POWER PANEL

VOLTS:

277/480V

PHASE:

WIRE:

CONNECTION

300A MCB

MOUNTING:

SURFACE

MINIMUM INTERRUPTING RATING:

N/A

CIRCUIT

NUMBER TRIP CIRCUIT DESCRIPTION LTG APP/

MECH REC VA

Ø A

VA

Ø B

VA

Ø B REC APP/

MECH LTG CIRCUIT DESCRIPTION TRIP CIRCUIT

NUMBER

ELECTRICAL LOAD

(BREAKER IN OFF POSITION)

EXISTING LOAD 60

3 ### 4

5 ### 6

20 SPARE

SPARE 30

9 ### 10

11 ### 12

CHR#4

(BREAKER IN OFF POSITION)

CHWP#4

(BREAKER IN OFF POSITION) 110

15 ### 16

17 ### 18

RECEPTACLE LOAD IN VA UP TO 10,000VA @100% ##### ### ### TOTAL DEMAND LOAD IN VA #####

RECEPTACLE LOAD IN VA OVER 10,000VA @50% TOTAL VA PER PHASE TOTAL LOAD + 25% SPARE #####

TOTAL LIGHTING IN VA @125% ##### ##### TOTAL LOAD IN KVA ###

MECHANICAL / APPLIANCE LOAD IN VA @100% # TOTAL CONNECTED

LOAD IN VA TOTAL LOAD IN AMPERES + 25% SPARE #

PANEL NAME: KD BUS RATING

400A

PANEL LOCATION:

CLIMATE CONTROL ROOM

DESCRIPTION:

NORMAL POWER PANEL

VOLTS:

277/480V

PHASE:

WIRE:

CONNECTION

MLO

MOUNTING:

SURFACE

MINIMUM INTERRUPTING RATING:

N/A

CIRCUIT

NUMBER TRIP CIRCUIT DESCRIPTION LTG APP/

MECH REC VA

Ø A

VA

Ø B

VA

Ø B REC APP/

MECH LTG CIRCUIT DESCRIPTION TRIP CIRCUIT

NUMBER

1 300 NHSB-K

SUB-BASEMENT BY PILLAR 7H

NLSB-E TRANSFORMER

(SUB-BASEMENT BETWEEN PILLAR 6D & 7D) 300 2###

3 20 SPACE

PANEL KD1 300 4###

RECEPTACLE LOAD IN VA UP TO 10,000VA @100% ##### ### ### TOTAL DEMAND LOAD IN VA #####

RECEPTACLE LOAD IN VA OVER 10,000VA @50% TOTAL VA PER PHASE TOTAL LOAD + 25% SPARE #####

TOTAL LIGHTING IN VA @125% ##### ##### TOTAL LOAD IN KVA ###

MECHANICAL / APPLIANCE LOAD IN VA @100% # TOTAL CONNECTED

LOAD IN VA TOTAL LOAD IN AMPERES + 25% SPARE #

NOTES:

1. INSTALL NEW CIRCUIT BREAKERS AS INDICATED. NEW BREAKER SHALL BE SUITABLE FOR INSTALLATION WITHIN THE EXISTING

ELECTRICAL PANEL.

PANEL NAME: CLB-AD BUS RATING

225A

PANEL LOCATION:

ELECTRICAL ROOM

DESCRIPTION:

PANEL

VOLTS:

120/208V

PHASE:

WIRE:

CONNECTION

225A MCB

MOUNTING:

SURFACE

MINIMUM INTERRUPTING RATING:

N/A

CIRCUIT

NUMBER TRIP CIRCUIT DESCRIPTION LTG APP/

MECH REC VA

Ø A

VA

Ø B

VA

Ø B REC APP/

MECH LTG CIRCUIT DESCRIPTION TRIP CIRCUIT

NUMBER

50 3P-208 VOLT FEED

FOR PANEL CL2-A

###### ISO GROUND RECEPT CHILLER CONTROL ROOM 20 2

3 ###### SPARE 20 4

5 ##### ISO GROUND RECEPT CHILLER CONTROL ROOM 20 6

40 3P-208 VOLT FEED

FOR PANEL CLB-A

3P-208 VOLT FEED

FOR PANEL CL4-A 40

9 ### 10

11 ### 12

13 20 F.A. FEED ###

3P-208 VOLT FEED

FOR PANEL CL1-A 100

15 20 OUTSIDE LOADING DOCK 2-RECEPTACLE ### 16

17 20 UNIT HEATER #3 ### 18

RECEPTACLE LOAD IN VA UP TO 10,000VA @100% ###### ###### ##### TOTAL DEMAND LOAD IN VA ######

RECEPTACLE LOAD IN VA OVER 10,000VA @50% TOTAL VA PER PHASE TOTAL LOAD + 25% SPARE ######

TOTAL LIGHTING IN VA @125% ##### ###### TOTAL LOAD IN KVA ####

MECHANICAL / APPLIANCE LOAD IN VA @100% ###### TOTAL CONNECTED

LOAD IN VA TOTAL LOAD IN AMPERES + 25% SPARE ##

PANEL NAME: CHB-A BUS RATING

100A

PANEL LOCATION:

ELECTRICAL ROOM

DESCRIPTION:

PANEL

VOLTS:

277/480V

PHASE:

WIRE:

CONNECTION

100A MAIN SWITCH

MOUNTING:

SURFACE

MINIMUM INTERRUPTING RATING:

N/A

CIRCUIT

NUMBER TRIP CIRCUIT DESCRIPTION LTG APP/

MECH REC VA

Ø A

VA

Ø B

VA

Ø B REC APP/

MECH LTG CIRCUIT DESCRIPTION TRIP CIRCUIT

NUMBER

20 3P-208 AIR COMPRESSOR

FOR GENERATOR

###### LIGHTING - CHILLER PLANT SUB-BASEMENT 20 2

3 ###### LIGHTING - CHILLER PLANT SUB-BASEMENT 20 4

5 ##### SPARE 20 6

15 3P-208 UNIT HEATER

REAR OF GENERATOR

### LIGHTS ROOMS A0-2, A0-4, A0-6, A0-10, A0-12, A0-14 20 8

9 ### LIGHTS ROOMS AO-11C (ELEC. CLOS.), A0-9, A0-8, A0-7, A0-5, A0-3 20 10

11 ### LIGHTS FOR CATWALK AREA A0-1 AROUND MEN'S TOILET 20 12

13 20 LIGHTS ROOMS A0-20A, A0-20, A0-21 ### LIGHTS ROOMS A0-28 & ASSOCIATED AUTOPSY ROOMS 20 14

RECEPTACLE LOAD IN VA UP TO 10,000VA @100% ###### ###### ##### TOTAL DEMAND LOAD IN VA ######

RECEPTACLE LOAD IN VA OVER 10,000VA @50% TOTAL VA PER PHASE TOTAL LOAD + 25% SPARE ######

TOTAL LIGHTING IN VA @125% ##### ###### TOTAL LOAD IN KVA ####

MECHANICAL / APPLIANCE LOAD IN VA @100% ###### TOTAL CONNECTED

LOAD IN VA TOTAL LOAD IN AMPERES + 25% SPARE ##

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

ELECTRICAL SCHEDULES (1 OF 3) -

NEW

E-703

PANEL NAME: CLB-A4 BUS RATING

225A

PANEL LOCATION:

ELECTRICAL ROOM DESCRIPTION:

VOLTS:

120/208V

PHASE:

WIRE:

CONNECTION

MLO

MOUNTING:

SURFACE

MINIMUM INTERRUPTING RATING:

22KAIC

CIRCUIT

NUMBER TRIP CIRCUIT DESCRIPTION LTG APP/

MECH REC VA

Ø A

VA

Ø B

VA

Ø B REC APP/

MECH LTG CIRCUIT DESCRIPTION TRIP CIRCUIT

NUMBER

1 20 SPARE 500 500 LIGHTING 20 2

3 20 SPARE ##### SPARE 20 4

5 20 CHILLER PLANT - FLOW METERS 1000 1,000 SPARE 20 6

7 20 REC - MEDICAL AIR ROOM 720 1,920 1200 REC. A0-11 FOR DRYER (RELOCATED) 20 8

9 20 REC - CHILLER PLANT 1080 2,280 1200 REC A0-24 (MORGUE) ON REEL (RELOCATED) 20 10

11 20 REC - CHILLER PLANT 720 1,920 1200 EXISTING LOAD (RELOCATED) 20 12

13 20 HORN AND STROBE ALARMS 180 180 1,200 EXISTING LOAD (RELOCATED) 20 14

15 20 MOTORIZED DAMPERS 100 1,300 1200 110V REC. IN STAIR #5 20 16

17 20 CONTROL PANELS 800 2,000 1200

EXISTING LOAD (RELOCATED) 20

19 20 CONTROL PANELS 800 2,000 1200 20

21 20 CONTROL PANELS 800 2,480 1680

AH-1 30

20 PR3A - FAN

550 2,230 1680 24

25 550 2,230 1680 26

27 550 3,050 2500

HEAT TRACE PANEL - TEMP PIPING 30

20 PR3B-FAN

550 3,050 2500 30

31 550 3,050 2500

HEAT TRACE PANEL - TEMP PIPING 30

33 550 3,050 2500 34

35 20 SPARE 2,500 2500

HEAT TRACE PANEL - TEMP PIPING 30

37 20 SPARE 2,500 2500 38

39 20 SPARE 2,500 2500

HEAT TRACE PANEL - TEMP PIPING 30

41 20 SPARE 2,500 2500 42

RECEPTACLE LOAD IN VA UP TO 10,000VA @100% 2,520 12,380 14,660 15,200 TOTAL DEMAND LOAD IN VA 23,620

RECEPTACLE LOAD IN VA OVER 10,000VA @50% TOTAL VA PER PHASE TOTAL LOAD + 25% SPARE 29,525

TOTAL LIGHTING IN VA @125% 500 42,240 TOTAL LOAD IN KVA 29.5

MECHANICAL / APPLIANCE LOAD IN VA @100% 23,120 TOTAL CONNECTED

LOAD IN VA TOTAL LOAD IN AMPERES + 25% SPARE 82

MRMR

AutoCAD SHX Text

ADDENDUM #01

9/11/2026

CHWP-3

CHWP-2

CHWP-1

CWP-3

CWP-2

CWP-1

CHILLER-1

CHILLER-3

CHILLER-4

CHILLER-2

HIGH VOLTAGE

MEDICAL AIRAS-1

CABINETS

XPHE-1

MV PUMP

MEDICAL VACCUM

EX

IS

TI

NG

C

HU

TE

C

ON

VE

YO

R

EX

IS

TI

NG

C

HU

TE

C

ON

VE

YO

R

CONTRACTOR SHALL REMOVE A PORTION

OF THE EXISTING CHUTE CONVEYOR IN ITS

ENTIRETY BETWEEN COLUMNS LINES "7"

AND "Q" REMOVALS SHALL INCLUDE ALL

SERVICE CONNECTIONS BACK TO MAIN

ELECTRICAL PANELS, HANGERS, ETC.

EL PANEL EL PANEL

DOMESTIC

HOT WATER SYSTEM

EX

. A

IR

CO

MP

RE

SS

OR

MC

C

S

R

Q.8

Q

P

N

M

'-8

7'- 1"

'-7

'-8

'-8

'-8

7 6 5 4 3 2 1

21'-8" 21'-8" 21'-8" 21'-8" 21'-8" 21'-8"

7 6 5 4 3 2 1

21'-8" 21'-8" 21'-8" 21'-8" 21'-8" 21'-8" 21'-8"

S

R

Q.8

Q

P

N

M

'-8

7'-

1"

'-7

'-8

'-8

'-8

CHILLER-1

PUMP-9

CHILLER-2

CHILLER-3

CHILLER-4

PUMP-11

PUMP-5

PUMP-8

PUMP-10 PUMP-12 PUMP-5A PUMP-8A

PUMP-7A

PUMP-7

PU

MP

-6

PU

MP

-6 A

PU

MP

-1

PU

MP

-2

PU

MP

-3

PU

MP

-4

AS-1

ET-1

MEDICAL AIR MEDICAL VACCUM

MEDICAL GAS ROOM

CHILLER PUMP ROOM

MER

CLIMATE CONTROL ROOM

LINE WORK INDICATES

EQUIPMENT

MAINTENANCE ACCESS

AREA. MUST REMAIN

CLEAR (TYPICAL FOR ALL

EQUIPMENT)

EL PANEL EL PANEL

VFD

VFD

VFD VFD VFD VFD

VFD VFD

MCC

EL PANEL

EL PANEL

VFD VFD VFD VFD

VFD

VFD

VFDVFD

EL PANEL

DISC. SW.

DISC. SW.

FLASH TANK

RELOCATED AIR

COMPRESSOR

DOMESTIC

HOT WATER SYSTEM

RELOCATED

ACC

AH-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

UPGRADE CHILLER PLANT

BUILDING 200

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-25-101

Revisions: Date:

MAY 8, 2026

B200

AREA OF

WORK

SCALE:

KEY PLAN

SUB-BASEMENT

1:100

KP

SCALE:

SUB-BASEMENT EQUIPMENT DEMOLITION PLAN

1/8" = 1'-0"

EQ-111

SGSG

SUB-BASEMENT

EQUIPMENT LAYOUT PLAN

SCALE:

SUB-BASEMENT NEW EQUIPMENT LAYOUT PLAN

1/8" = 1'-0"

GENERAL NOTES:

1. CONTRACTOR SHALL FURNISH HOUSEKEEPING PADS FOR ALL NEW

EQUIPMENT TO BE INSTALLED ON THE FLOOR.

ADDENDUM #01 9/11/2026

RELOCATED

AIR

COMPRESSOR

STEAM

CONDENSATE PIT

HV/2

HV/1

AC/11

AC/8

(E) (E) (E) (E)

(E) (E) (E)

(E) (E)

(E) (E)

CLIMATE CONTROL

ROOM

MEDICAL

GAS ROOM

CHILLER PUMP

ROOM

CHILLER ROOM (MER)

ELECT.

UPS ROOM

STAIR 5

TYP

SUPPLY

RETURN

AH/1

SHUTDOWN

7 6 5 4 3 2 1

S

R

Q.8

Q

P

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Fi le

P at h

/1 5/

1:

:0

AM

100% CONSTRUCTION

DOCUMENTS

PARTIALLY SPRINKLERED

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

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant…