Contract Drawings.pdf

PDF 12 MB Posted Jul 13, 2023

Attached to: Y1DZ--NRM - CON - 561A4-18-101 Replace Central Chillers -Construction Federal contract opportunity
Solicitation number: 36C24223B0035
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 21, 2023

This document outlines a federal contract opportunity from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2. The solicitation seeks to replace central chillers through construction services, as outlined in solicitation number 36C24223B0035. Responses are due for providing construction to replace central chillers at the location specified in the contract drawings file. The opportunity was released by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2 to support essential infrastructure upgrades at one of its facilities.

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Other files for this federal contract opportunity

Other files attached to Y1DZ--NRM - CON - 561A4-18-101 Replace Central Chillers -Construction, newest first.
File	Type	Posted
36C24223B0035 0004.docx	DOCX document	Aug 21, 2023
Sherlock 802 with Opitional Strobe.pdf	PDF	Aug 21, 2023
36C24223B0035 0003.docx	DOCX document	Aug 17, 2023
CEI085065 - LYONS VA - POWER SYSTEM STUDY 6-1-09.pdf	PDF	Aug 14, 2023
561A4-18-101 Replace Central Chillers RFI for Construction - with updates.pdf	PDF	Aug 14, 2023
20-105 Refrigeration Machine Schedule (8-1-23).xlsx	XLSX spreadsheet	Aug 14, 2023
36C24223B0035 0002.docx	DOCX document	Aug 14, 2023
Roof Pictures.pdf	PDF	Aug 14, 2023
561A4-18-101 Replace Central Chillers RFI for Construction.pdf	PDF	Aug 8, 2023
S04 - Site Visit Sign In.pdf	PDF	Aug 8, 2023
36C24223B0035 0001.docx	DOCX document	Aug 8, 2023
S02 - Wage Determination 07-03.pdf	PDF	Jul 13, 2023
Contract Specifications.pdf	PDF	Jul 13, 2023
S02 - Buy American Certificate.pdf	PDF	Jul 13, 2023
36C24223B0035_2.docx	DOCX document	Jul 13, 2023

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S S

Utility Box

S S

HOLDING TANKMANHOLE

VAULT

SAN

VAULT

BLDG

# 70

BLDG

# 47

BUILDING # 57

BUILDING # 53

BUILDING # 54

BUILDING # 55

BLDG. 16

BLDG.

# 69

BLDG.

# 50

BLDG.

# 18

BLDG.

# 19

BUILDING # 25

BUILDING # 26

BLDG

# 52

BLDG # 11

BUILDING # 135

BUILDING # 10

BUILDING # 12

FIRE HOUSE

BUILDING # 1

BUILDING

# 13

BUILDING

# 14

BUILDING

# 136

BUILDING # 15

BUILDING

# 13

BUILDING # 143

BUILDING # 5

BUILDING # 6

BUILDING # 2 BUILDING # 4

BUILDING # 7

BUILDING # 8

BUILDING # 9

295.5

G G

POOL

M M

PILE

G G

BUILDING # 3

BUILDING # 53

BLDG. 34

BUILDING # 141

WASTEWATER PLANT

X X

X X X X X X

X X

LYONS, NJ CAMPUS

VA NJ HEALTH CARE SYSTEM

PROJECT TITLE:

REPLACE CENTRAL CHILLERS, BUILDING #136

VA LYONS MEDICAL CENTER

VA PROJECT NO. 561A4-18-101

DRAWING NO. DRAWING TITLE

136-GI-001 COVER SHEET WITH INDEX OF DRAWINGS & PHASING PLAN

136-MH-001 HVAC: SYMBOLS, ABBREVIATIONS, NOTES & CONTROLS

136-GI-001

136-MHD-101 HVAC: DEMOLITION PLAN

136-ES-001 ELECTRICAL: SYMBOLS, ABBREVIATIONS & NOTES

136-ED-102 ELECTRICAL: DEMOLITION PLAN

COVER SHEET WITH INDEX OF

DRAWINGS & PHASING PLAN

NO.

136-MH-101 HVAC: CONSTRUCTION PLAN

136-MH-701 HVAC: DETAILS & SCHEDULES

136-ES-102 ELECTRICAL: CONSTRUCTION PLAN

136-GS-101 MECHANICAL & ELECTRICAL: TEMPORARY CHILLER SITE PLAN

o n e e i g h t h i n c h o n e f o o t 1

F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

C E

H I L

L E

R S

I d w g

L a y o u t

D a t e

W e d

N o v

M a m e z r

Egan Environmental Consulting, Inc.

ENGINEERING LLPwww.fellp.com

SCALE: 1"=40'

INDEX OF DRAWINGSBUILDING LOCATION MAP

BUILDING 136

136-MH-601 HVAC: ONE-LINE PIPING DIAGRAM

136-ED-601 ELECTRICAL: DEMOLITION POWER DISTRIBUTION ONE-LINE DIAGRAM

136-ES-601 ELECTRICAL: CONSTRUCTION POWER DISTRIBUTION ONE-LINE DIAGRAM

136-ES-101 ELECTRICAL: CONSTRUCTION SITE PLAN

136-MH-102 HVAC: CONSTRUCTION ELEVATIONS & ISOMETRIC

136-ES-701 ELECTRICAL: DETAILS

PHASING PLAN

GENERAL PHASING NOTES:

1. THIS PHASING PLAN IS CONSOLIDATED AND ONLY COVERS MAJOR MILESTONES TO OCCUR AS PART OF THIS PROJECT. THE CONTRACTOR SHALL

PROVIDE A DETAILED CONSTRUCTION SCHEDULE IN ACCORDANCE WITH SPECIFICATION 013216.15 PROJECT SCHEDULES.

2. ALL FINAL PIPING AND ELECTRICAL CONNECTIONS TO NEW CHILLERS AND PUMPS SHALL BE REVIEWED AND APPROVED BY THE COR PRIOR TO

COMMISSIONING.

3. THE CHILLER PLANT IS A 24/7 FACILITY. ANY SHUT-DOWN OF SERVICES SHALL BE COORDINATED WITH VA.

PHASE 1: SITE PREPARATION AND PRELIMINARY INTERIOR WORK

1. THE TEMPORARY CHILLERS SHALL BE DELIVERED TO THE SITE, INSTALLED AND COMMISSIONED.

2. WHILE THE TEMPORARY CHILLERS ARE BEING INSTALLED; THE NEW SITE ELECTRICAL, PUMP P-4, EXHAUST FANS AND REFRIGERANT SENSORS SHALL BE INSTALLED. ELECTRICAL WORK IN THIS PHASE SHALL INCLUDE FORMING NEW PADS, RIGGING NEW SITE ELECTRICAL EQUIPMENT INTO PLACE, AND

INSTALLING NEW SITE CONDUIT AND WIRE.

PHASE 2: REMOVAL AND REPLACEMENT OF CHILLER #2, PUMP #6 AND PUMP #9

1. AFTER THE TEMPORARY CHILLERS, PUMP P-4, EXHAUST FANS AND REFRIGERANT SENSORS HAVE BEEN COMMISSIONED, EXISTING CHILLER #2, PUMP

#6, AND PUMP #9 SHALL BE TAKEN OFFLINE.

2. ONCE CONFIRMED OFFLINE EXISTING CHILLER #2, PUMP #6, AND PUMP #9 SHALL BE DEMOLISHED AND REMOVED OFF SITE. THIS DEMOLITION SHALL ALSO INCLUDE REMOVAL OF ASSOCIATED PIPING, CONDUIT AND WIRE INDICATED FOR DEMOLITION.

3. AFTER EVERYTHING IS DEMOLISHED, EXISTING CONCRETE PADS AND METAL SKIDS SHALL BE REFURBISHED AND REPAINTED TO MAKE WAY FOR THE

NEW EQUIPMENT.

4. ONCE THE CONCRETE PADS AND METAL SKIDS HAVE BEEN REFURBISHED NEW CHILLER #2, NEW PUMP #6, AND NEW PUMP #9 SHALL BE RIGGED INTO PLACE AND ALL FINAL CONNECTIONS SHALL BE MADE. THIS INCLUDES ALL ELECTRICAL AND PIPING.

4. AFTER ALL PIPING AND ELECTRICAL CONNECTIONS HAVE BEEN APPROVED BY THE COR, PUMP #6 AND PUMP #9 SHALL BE COMMISSIONED FIRST. ONCE THEY ARE CONFIRMED OPERATIONAL, NEW CHILLER #2 SHALL BE FULLY COMMISSIONED AND PUT BACK ON THE SYSTEM.

PHASE 3: REMOVAL AND REPLACEMENT OF CHILLER #3, PUMP #5 AND PUMP #8

1. AFTER CHILLER #2 AND ITS ASSOCIATED DEVICES ARE CONFIRMED FULLY OPERATIONAL, EXISTING CHILLER #3, PUMP #5, AND PUMP #8 SHALL BE

TAKEN OFFLINE, DEMOLISHED AND REMOVED FROM THE SITE.

2. ONCE CHILLER #3, PUMP #5, AND PUMP #8 ARE DEMOLISHED, THE EXISTING CONCRETE PADS AND METAL SKIDS SHALL BE REFURBISHED AND

REPAINTED.

3. AFTER THE PADS AND SKIDS ARE APPROVED FOR USE, NEW CHILLER #3, NEW PUMP #5, AND NEW PUMP #8 SHALL BE RIGGED INTO PLACE AND ALL

FINAL PIPING AND ELECTRICAL CONNECTIONS SHALL BE MADE.

4. AFTER ALL PIPING AND ELECTRICAL CONNECTIONS HAVE BEEN APPROVED BY THE COR, PUMP #5 AND PUMP #8 SHALL BE COMMISSIONED FIRST. ONCE THEY ARE CONFIRMED OPERATIONAL, NEW CHILLER #3 WILL THEN BE FULLY COMMISSIONED AND PUT BACK ON THE SYSTEM.

PHASE 4: SITE BREAKDOWN AND PROJECT CLOSEOUT

1. AFTER ALL THE NEW EQUIPMENT IS CONFIRMED FULLY OPERATIONAL AND COMMISSIONED, THE TEMPORARY CHILLERS SHALL BE DISCONNECTED AND

REMOVED OFF THE SITE.

2. ONCE ALL TEMPORARY EQUIPMENT IS REMOVED, THE SITE SHALL BE RESTORED BACK TO ITS ORIGINAL CONDITION.

136-HA-101 ASBESTOS ABATEMENT: BUILDING 136

3 136-HA-100 ASBESTOS ABATEMENT: DIAGRAMS & NOTES

136-S-100 136-S-101

STRUCTURAL: HOIST FRAMING

STRUCTURAL: NOTES

SITE PLAN

MECHANICAL & ELECTRICAL:

TEMPORARY CHILLER SITE PLAN

136-GS-101

AERIAL VIEW

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

S d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

GENERAL NOTE:

FOR TEMPORARY CHILLER PIPING

EXISTING PLANT CONNECTIONS

ASBESTOS ABATEMENT NOTES:

1. ALL ASBESTOS REMOVAL AREAS INDICATED ON THE PLANS AND SPECIFICATIONS

IS FOR INFORMATIONAL ASSISTANCE TO THE CONTRACTOR. ALL WORK AREAS

HAVING ASBESTOS CONTAINING MATERIALS MUST BE FIELD MEASURED AND

VERIFIED FOR ACTUAL LOCATIONS, SIZE AND QUANTITIES. ADDITIONAL PIPING

OR EQUIPMENT WHICH MAY HAVE ASBESTOS CONTAINING INSULATION MAY BE

PRESENT. THE CONTRACTOR MUST REMOVE ALL ASBESTOS CONTAINING

MATERIALS FROM ALL SPECIFIED AREAS WHETHER OR NOT SHOWN OR

ACCURATELY INDICATED. THESE SPECIFICATIONS SHALL BE USED AS A GUIDE,

AND DO NOT LIMIT THE CONTACTOR'S RESPONSIBILITY TO SEEK AND REMOVE ALL

ASBESTOS CONTAINING MATERIAL AS SPECIFIED.

2. CONTRACTOR SHALL USE EXTREME CARE AND CAUTION DURING ALL ABATEMENT

PROCEDURES. CONTRACTOR SHALL CONDUCT REMOVAL OF ALL MATERIALS

FROM THE SITE WITH A MINIMUM DISTURBANCE AND PROVIDE REGULAR

MAINTENANCE AND PROTECTION OF THE BUILDING PREMISES, STAGING AREA,

TRANSPORTATION ROUTES, ETC. THROUGHOUT THE BUILDINGS.

3. ALL BUILDING FINISHES, CONSTRUCTION EQUIPMENT OR OTHER COMPONENTS OF

THIS BUILDING WHICH ARE DAMAGED OR IN ANY WAY DISRUPTED AS A RESULT OF

THE EXECUTION OF THIS CONTRACT SHALL BE REPLACED OR RESTORED TO

ORIGINAL CONDITION.

4. CONTRACTOR SHALL PROVIDE AS MANY SHIFTS OF LABORERS AS NECESSARY TO

COMPLETE THE PROJECT IN THE AMOUNT OF TIME SPECIFIED IN THE CONTRACT

DOCUMENTS AT NO EXTRA COST.

5. ALL ASBESTOS REMOVAL SHALL BE PREFORMED IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE AND LOCAL LAWS, GUIDELINES, REGULATIONS,

ORDERS AND DIRECTIVES, INCLUDING WITHOUT LIMITATIONS THOSE OF THE

RESPONSIBLE NEW YORK STATE AGENCIES; U.S. ENVIRONMENTAL PROTECTION

AGENCY (EPA), THE U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA), NATIONAL INSTITUTE OF OCCUPATIONAL

SAFETY AND HEALTH (NIOSH), THE NEW JERSEY STATE DEPARTMENT OF LABOR

(NJSDOL).

6. CONTRACTOR SHALL DEVELOP AND IMPLEMENT WRITTEN STANDARD

PROCEDURES FOR ABATEMENT WORK TO ENSURE MAXIMUM PROTECTION AND

SAFEGUARDS FOR ASBESTOS EXPOSURE TO THE WORKERS, EMPLOYEES,

GENERAL PUBLIC AND THE ENVIRONMENT.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY LIGHT FIXURES,

SUSPENDED CEILINGS, WALLS, CHILLERS, DUCTWORK, OR ANY OBSTRUCTIONS

NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT.

CONTRACTOR SHALL CAREFULLY REMOVE, DECONTAMINATE AND REINSTALL ALL

REMOVED FIXTURES, SUPPORTING GRIDS OR ANY OTHER BUILDING STRUCTURE

REMOVED BY THE CONTRACTOR TO ACCESS ASBESTOS CONTAINING MATERIAL.

8. AIR FILTRATION DEVICE (AFD) UNITS SHALL BE EQUIPPED WITH SMOKE/HEAT

SENSOR SYSTEMS THAT WILL SHUT DOWN THE UNIT WITHIN 30 SECONDS AFTER

FIRE OR SMOKE DETECTION. AFD SENSOR UNITS MUST COMPLY WITH AMERICAN

NATIONAL STANDARDS NFPA LIFE SAFTEY CODE 101.

9. ASBESTOS REMOVAL DRAWINGS WERE PREPARED FROM EXISTING DRAWINGS

SUPPLIED BY THE OWNER AND ARE PROVIDED FOR INFORMATION ONLY. THE

CONSULTANT MAKES NO CLAIMS AS TO THEIR ACCURACY OR FOR QUANTITIES

DERIVED THROUGH THEIR USE.

10. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, LADDERS, PLYWOOD, ETC., AS

REQUIRED AND/OR AS NECESSARY TO COMPLETE ALL WORK REQUIRED BY THE

CONTRACT DOCUMENTS.

11. CONTRACTOR SHALL PROVIDE ALL SIGNS, LABELS, WARNINGS AND POSTED

INSTRUCTIONS THAT ARE NECESSARY TO PROTECT, INFORM AND WARN PEOPLE

OF THE HAZARD FROM ASBESTOS EXPOSURE.

12. CONTRACTOR SHALL POST IN A PROMINENT AND CONVENIENT PLACE FOR THE

WORKERS, A COPY OF THE LATEST APPLICABLE REGULATIONS FORM OSHA, EPA,

NIOSH AND NJS DOL.

13. CONTRACTOR SHALL COMPLETELY PROTECT ALL CONTROLS, CONDUIT, TUBING,

ELECTRICAL PANELS, EQUIPMENT, ETC. WITHIN THE WORK AREAS.

14. THE VAMC AND THE ASBESTOS ABATEMENT CONTRACTOR SHALL MUTUALLY

AGREE UPON THE LOCATION OF THE DECONTAMINATION UNITS DURING THE

PRECONSTRUCTION MEETING UNLESS SHOWN ON THE

DRAWINGS.

15. SUBMIT SHOP DRAWINGS SHOWING LOCATION AND NUMBER OF

HEPA FILTERED NEGATIVE AIR MACHINES, AIRLOCKS AND

DECONTAMINATION CHAMBERS. SUBMIT CALCULATIONS

SHOWING NUMBER OF AIR CHANGES FOR EACH CONTAINMENT

AREA.

16. ALL ASBESTOS REMOVALS, WITH THE EXCEPTION OF THE

EXTERIOR DUCT WATERPROOFING ABATEMENT, SHALL BE

PERFORMED WITHIN A HEPA-FILTERED NEGATIVE AIR PRESSURE

ENCLOSURE.

17. SPECIFIC AREAS ON THE ROOF OF BUILDING 136 WILL REQUIRE

ASBESTOS ABATEMENT TO ALLOW FOR THE CHILLER

REPLACEMENT PROJECT. ASBESTOS-CONTAINING MATERIALS

(ACM'S) MUST BE REMOVED TO ALLOW FOR THE RENOVATION.

ACM'S INCLUDE BUT ARE NOT LIMITED TO ROOF FLASHING

SURROUNDING EXHAUST FANS 1, 2, 3 AND 4. THE UNDERLYING

ROOF INSULATION SHALL ALSO BE REMOVED AS

ASBESTOS-CONTAMINATED MATERIAL.

18. SCHEDULING OF WORK SHALL BE COORDINATED WITH THE V.A.

TO AVOID INTERRUPTIONS TO THE NORMAL ACTIVITIES OF THE

V.A.

19. THE CONTRACTOR SHALL ERECT ISOLATION BARRIERS THAT

SEPARATE THE WORK AREAS FROM THE REMAINDER OF THE

BUILDING. THE BARRIERS SHALL BE CONSTRUCTED OF A FIRE

RETARDANT SHEATHING MATERIAL OF AT LEAST 5/8" THICKNESS

ON THE WORK SIDE OF THE STUDS. THE ISOLATION BARRIER

SHALL BE PLASTICIZED WITH TWO (2) LAYERS OF 6-MIL FIRE

RETARDANT PLASTIC SHEETING. THE ISOLATION BARRIERS

SHALL BE CAULKED AT THE SHEATHING SEAMS AND WHERE THE

SHEATHING MEETS THE FLOOR, WALLS AND CEILING. THE

ISOLATION BARRIER SHALL BE CONSTRUCTED USING FIRE

RETARDANT 2"X4" FRAMING, 16 INCHES CENTER-TO-CENTER, AND

CAULKED AT ALL SEAMS.

20. ALL UTILITIES, MECHANICAL SYSTEMS AND PIPING SHALL BE

LOCKED OUT AND TAGGED BEFORE THE CONTRACTOR IS TO

BEGIN ABATEMENT ACTIVITIES.

21. ALL ACM'S WITHIN THE CONTRACT LIMITS MUST BE REMOVED

AND DISPOSED OF AS ASBESTOS-CONTAMINATED WASTE UNLESS

SPECIFICALLY EXCLUDED IN THESE SPECIFICATIONS OR ON THE

DRAWINGS.

22. ALL WORK AREA DECONTAMINATION UNITS (PERSONAL AND

WASTE) SHALL BE FULLY FRAMED AND SHEATHED WITH FIRE

RETARDANT WOOD.

23. THE CONTRACTOR IS TO REMOVE THE ASBESTOS-CONTAINING

MATERIALS (ACM'S) AND ASBESTOS-CONTAMINATED MATERIALS

IN ACCORDANCE WITH NEW JERSEY ADMINISTRATIVE CODES

5:23-8; 7:26, 8:60, 12:120, THE VAMC SPECIFICATION AND

APPLICABLE FEDERAL OSHA AND EPA REGULATIONS. WHERE

THERE IS AN OVERLAP THE MOST STRINGENT REGULATION SHALL

APPLY.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL

DAMAGES RESULTING FROM ASBESTOS ABATEMENT ACTIVITIES.

25. ALL UTILITIES, MECHANICAL SYSTEMS AND PIPING SHALL BE

LOCKED OUT AND TAGGED BEFORE THE CONTRACTOR IS TO

BEGIN ABATEMENT ACTIVITIES. MECHANICAL AND ELECTRICAL

SYSTEMS, WHICH CANNOT BE LOCKED OUT AND TAGGED, SHALL

BE PROTECTED AND SUPPORTED THROUGHOUT ASBESTOS

ABATEMENT ACTIVITIES.

ASBESTOS ABATEMENT:

DIAGRAMS & NOTES

136-HA-100

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

A d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

136-HA-101

ASBESTOS ABATEMENT - BUILDING 136 ROOF

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

A d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

ASBESTOS ABATEMENT:

BUILDING 136 ROOF

. T. B.

SSS

ISOLATION

VALVE

O.C.C.

OIL

FILTER

O .C .C

EXISTING

OFFICE

EXISTING

STORAGE

EXISTING

ELECTRICAL

DISTRIBUTION

EXISTING

BATHROOM

COOLER

CT-1

WC-1

CT-1

NEW EF-2 NEW EF-1

EXISTING

CONDUIT

SECTION 'A' SECTION 'B'

A H-102

B H-102

C H-102

SECTION 'C' SECTION 'D'

D H-102

SECTION 'C'

VICTAULIC GROOVE/WELD

(SEE NOTE #4)

14"-150#

TYPICAL

OUT COND.

COOLER

(SEE NOTE #4)

VICTAULIC GROOVE/WELD

14"-150#

TYPICAL

OUTCOND.

INSTALLATION NOTES)

ISOLATION VALVE

(NOT SHOWN)

ISOLATION VALVE

(NOT SHOWN)

OUT

14"-150#

OUT

VICTAULIC GROOVE/WELD

(SEE NOTE #4)

POWER PANELCONTROL

PANEL

CONTROL

PANEL

TERMINAL BOX

TERMINAL

BOX

TERMINAL

BOX

MOTOR

DRIVE END

COND.

COOLER

COMPRESSOR END

COMPRESSOR END VIEW DRIVE END VIEW

PLAN VIEW

CONDENSER EVAPORATOR

C O N D

O R

CONDENSER EVAPORATOR CONDENSEREVAPORATOR

C O N D

O .C .C

CONDENSEREVAPORATOR

EXISTING MCC

136-A

EXISTING MCC

136-B

EXISTING MCC

136-C

P C

H P S

X X

D C B A C

D C

ADDITIONAL STEEL

DUNNAGE BY THIS

HVAC CONTRACTOR

14" CWR

12" CHWR

12"

14"

12"

14" long radius

14"

12"

by Carrier by York (shown)

(proposed)

12"

EX. CHWS

PIPE SLEEVE -

SEE DETAIL SHEET

STAINLESS STEEL

ESCUTCHEON PLATE IN

FINISHED AREAS ONLY

NOTE

INSULATION

MOVED TO RIGHT 100'

8-30-21 - WPB

MOVED TO RIGHT 150'

9-16-21 - WPB

NEW P-8 STARTER

EXISTING

REFRIGERANT

ALARM PANEL

11/2"

MAKEUP

EXISTING S.S.

ESCUTCHEONS

EXISTING

BFV

EXISTING

EXPANSION

TANK

Shipping Weight

Operating Weight

Heaviest Section

Model Number

2' " 8'-10 1/4"

1 1/4"23'-10"

7/ 8"

1 1/4"

11'-9 3/4" 11'-9 3/4"

2 1/2"

17'-11 1/8"

5'-10 7/8"

3' 7/ 8"

10'-9 1/4"

1/ 8"

12'-2 1/2"

"3"

21'-6 1/2"

3/ 4"

6' 7/ 8"

EXISTING

ELECTRICAL

PANELS. REFER TO

ELECTRICAL

DRAWINGS FOR

MORE INFORMATION

END ELEVATION (FACE A)

FRONT

OF UNIT

ACCESS

DOOR

BOTH

ENDS

1.5"

MPT

MAKE-UP

(CONNECTIONS SAME BOTH ENDS)

8" TOP WATER INLETS

STUD

CIRCLE

FOR

MATING

WITH AN

ASME

CLASS

150 FLAT

FACE

FLANGE

BACK

OF UNIT

SIDE ELEVATION

PLAN VIEW

CT-2CT-1

3" MPT OVERFLOW

2" MPT DRAIN

10" WATER OUTLET

FAN

GUARD

SHIPS

LOOSE

Notes

1) Drawings are not to scale. All dimensions are in feet and inches. Weights are in pounds and include options and accessories.

2) Unless otherwise indicated, connections 3" and smaller are MPT. Connections 4" and larger are grooved to suit a mechanical coupling and beveled for welding.

3) Field piping should be fabricated at time of installation. Pre-fabrication of pipe work is not recommended.

4) Do not support piping from unit connections. All necessary piping supports to be supplied by others.

5) For weight loadings and support requirements, refer to the suggested unit support drawing.

6) The area above the fan discharge must be unobstructed.

7) Due to height limitations on truck shipments, some items shown may ship loose for field installation.

8) Outlet connections are sized for pump suction application at the design flow rate. They are based on the maximum flow rate through the strainer with basin water at standard operating level.

61400289203728C-2 8430

EXISTING STEEL DUNNAGE

TO BE REPLACED PRIOR

TO INSTALLATION OF NEW

COOLING TOWER. SEE

NEW CONSTRUCTION NOTE

ON THIS SHEET AND

STRUCTURAL DRAWINGS.

4 8 4 8

D C

S100

2' - 0"

EXISTING ELEVATED

CONCRETE PAD

ALIGN WITH EQUIPMENT CENTERLINE

3' - 6"

5' - 0"

5' 5"

D C

S100

5' - 0"

3/ 8"

3' - 6"

2' - 0"

W6 X1 2W6X12

W4X13

S8 X1

(-4

W4X13

BR2

S100

RECONFIGURE PIPE ELBOW AS

REQ'D TO INSTALL STEEL

2' 8"

5' 5"

C 8X

TO SLAB

TOS HOIST

9' - 10"

2' 0"

W6X12

W 6X

W4X13

EXISTING SLAB

EXPANSION ANCHOR

1/4"

EXISTING PIPES

(4)-5/8" DIA. 325-N-TC BOLTS

1/4" THICK WEB STIFF, EA. SIDE

1/4"

1/ 2"

3/8" WEB STIFFENER

STOP CHANNEL AT W4

TO SLAB

TOS HOIST

9' - 10"

W4X13

BR2

W6x12

3/16

TYP.

1' 1/ 8"

2' 1/ 4"

3/16

TYP.

S100

EXISTING SLAB

SEE TYP. BASE PLATE DETAIL

TO SLAB

TOS HOIST

9' - 10"

BEAM AND EQUIPEMENT CENTERLINE

EXISTING PIPES

CYCLONE LOW HEAD ROOM 1/2

TON HOIST OR EQUAL

EQUIPMENT SCREEN. VERIFY LENGTH

PRIOR TO THE PURCHASE OR

FABRICATION OF THE HOIST SUPPORT

STEEL

S8X18.4

2' 6"

3/16" 3@12

3/16" 3@126" @ EA.

END

C8X11.5

TOS HOIST

9' - 10"

3" 3" 1 1/2"

3/8"x7"x0'-9" CAP PLATE

W/ (3)-5/8" DIA. BOLTS

1/4" THK. WEB STIFF. EA. SIDE

C8x11.5

4" 1/ 2"

1/2" THK. BASE PLATE

5/8" DIA. HILTI KWIK

BOLT TZ W/ 4 3/8"

EMBED.

ALL TOP OF STEEL ELEVATIONS REFENCED FROM

ELEVATION (9'-10")

FIELD VERIFY ALL PIPE LOCATIONS PRIOR TO

ORDERING OR FABRICATING STEEL TO VERIFY

CLEARANCES.

FRAMING IS DESIGNED TO SUPPORT A MAXIMUM

LOAD OF 1/2 TON (1000 POUNDS).

BR2 INIDCATES L3"x3"x1/4"

70 South Franklin Street, Wilkes-Barre, PA 18701

570 | 824-6340 info@edpons.com edpons.comedpons.com www.fellp.com ENGINEERING LLP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEERS:PROF. SEAL:CONSULTANTS:

321 4 5 6 7 8 9

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED

PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105 181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

100% CONSTRUCTION DOCUMENTS

Dwg. of 19

HOIST FRAMING REPLACE CENTRAL

CHILLERS, BUILDING #136

VAGVAG

V.A.M.C. LYONS, NJ

136-S100

11/4/22

561A4-18-101

3/8" 1'-0"S100

1 PLAN - HOIST BASE FRAMING

3/8" 1'-0"S100

2 PLAN - HOIST FRAMING

3/4" 1'-0"S100

3 SECTION - FRAME C1

3/4" 1'-0"S100

4 SECTION - FRAME C2

3/4" 1'-0"S100

5 SECTION - HOIST SUPPORT

S100

6 ISOMETRIC

ISOMETRIC IS FOR REFERENCE ONLY. SEE

SECTIONS AND DETAILS FOR ALL MATRIALS

3/4" 1'-0"S100

7 SECTION - KNEE BRACE CONNECTION

1" 1'-0"S100

9 DETAIL - TYP. BASE PLATE

1/4" 1'-0"

NOTES - FRAMING

5Rev: Revisions: Date:

Vincent Griffin

10.

11.

12.

13.

14.

15.

16.

STRUCTURAL STEEL:

STEEL SHALL CONFORM TO THE FOLLOWING GRADES:

ALL WIDE FLANGE (U.N.O.): A992 GRADE 50 (Fy 50) ALL CHANNEL, ANGLE, BASE PLATES, CONNECTION. PLATES (U.N.O.): A36 (Fy 36) STRUCTURAL PIPE: A53 (Fy 35) STRUCTURAL HSS RECTANGULAR TUBE: A500 GRADE B (Fy 46) STRUCTURAL HSS ROUND TUBE: A500 GRADE B (Fy 42)

ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT

SPECIFICATIONS.

CONNECTIONS MAY BE BOLTED OR WELDED. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF CONNECTIONS NOT DESIGNED ON THE DRAWINGS. GENERALLY, CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED.

ANY CONNECTION THAT IS NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF THE PROJECT, RETAINED BY THE FABRICATOR. COMPLETELY DETAILED MEANS THE FOLLOWING INFORMATION IS SHOWN ON THE DETAIL:

ALL PLATE DIMENSIONS AND GRADES.

ALL WELD SIZES, LENGTHS, PITCHES, AND RETURNS.

ALL HOLE SIZES AND SPACINGS.

NUMBER AND TYPES OF BOLTS: WHERE BOLTS ARE SHOWN BUT NO NUMBER IS GIVEN, THE CONNECTION HAS

NOT BEEN COMPLETELY DETAILED.

WHERE PARTIAL INFORMATION IS GIVEN, IT SHALL BE THE MINIMUM REQUIREMENT FOR THE CONNECTION.

PRIOR TO FABRICATION, PROVIDE (FOR RECORD COPY) DESIGN CALCULATIONS FOR TYPICAL BEAM CONNECTIONS, ALL PRIMARY BRACING AND HANGER CONNECTIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER.

CONNECTION DESIGN FORCES:

BEAMS, IF REACTION IS NOT SHOWN GREATER OF:

55% OF TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FROM A.I.S.C. 14TH EDITION TABLES FOR ALLOWABLE LOADS ON BEAMS, Wc/L.

10 KIPS.

MOMENT CONNECTIONS INDICATED ON THE DRAWINGS THUS: ▬◄H►▬ DESIGN FOR MOMENT SHOWN OR, IF NOT SHOWN, DEVELOP MOMENT CAPACITY OF MEMBER WITH fb 0.66 Fy.

MAINTAIN TENSION CAPACITY OF COLUMNS, DIAGONALS AND MEMBERS SUBJECT TO TENSION AT BOLT

HOLES, NOTCHES, OR COPES.

CONNECTION FORCE NOTATION:

P AXIAL FORCE IN KIPS: (+) TENSION, (-) COMPRESSION

V OR [ ] SHEAR IN KIPS

M MOMENT IN FOOT KIPS

T TORSION IN FOOT KIPS

THE MINIMUM PLATE THICKNESS SHALL BE 1/4".

BOLTED CONNECTIONS:

MINIMUM BOLT DIAMETER 3/4"

SLIP CRITICAL CONNECTIONS OF A325SC OR A490SC BOLTS SHALL BE USED FOR ALL BOLTED CONNECTIONS OF BRACING MEMBERS, MOMENT CONNECTIONS, CANTILEVERS, AND AS SHOWN ON THE DRAWINGS. OVERSIZED

AND LONG-SLOTTED HOLES ARE ALLOWED FOR SLIP CRITICAL CONNECTIONS.

ALL OTHER BOLTED CONNECTIONS SHALL BE BEARING TYPE USING A325N OR A490N BOLTS. OVERSIZED

HOLES AND LONG-SLOTTED HOLES ARE NOT ALLOWED UNLESS SHOWN ON THE DRAWINGS.

A307 BOLTS MAY BE USED WHERE INDICATED ON THE DRAWINGS.

PROTRUDING BOLT HEADS, SHAFTS OR NUTS SHALL NOT EXTEND INTO NOR PROHIBIT THE APPLICATION OF ARCHITECTURAL FINISHES AND THEY SHALL NOT EXTEND INTO NOR PROHIBIT THE PLACEMENT OF STEEL

DECKING TO THE CORRECT LINE AND ELEVATION.

THE FABRICATOR IS RESPONSIBLE FOR VERIFYING THE TENSION CAPACITY OF AXIALLY LOADED MEMBERS AFTER A SECTION IS REDUCED FOR BOLT HEADS. MEMBER SIZE MAY BE INCREASED OR CONNECTION PLATES

ADDED AS REQUIRED.

SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH CONNECTION AND THE ALLOWABLE

VALUES USED FOR THE VARIOUS BOLT TYPES.

WELDED CONNECTIONS:

WELDS ARE CONTINUOUS UNLESS NOTED.

ALL FILLET WELDS: A.I.S.C. MINIMUM BUT NOT LESS THAN 1/4" UNLESS NOTED OTHERWISE.

ALL WELDING SHALL BE IN ACCORDANCE WITH THE CURRENT "STRUCTURAL WELDING CODE" (A.W.S. D1.1) PUBLISHED BY THE AMERICAN WELDING SOCIETY. ELECTRODES FOR WELDING SHALL COMPLY WITH THE

REQUIREMENTS OF TABLE 4.1.1 OF (A.W.S. D1.1).

ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED OTHERWISE.

SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT WRITTEN

APPROVAL OF THE ARCHITECT.

NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE AND HOLES, SLOTS, CUTS, ETC., ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS THEY ARE DETAILED ON THE APPROVED SHOP

DRAWINGS.

NO FINAL BOLTING OR WELDING SHALL BE MADE UNTIL AS MUCH OF THE STRUCTURE AS WILL BE STIFFENED

THEREBY HAS BEEN PROPERLY ALIGNED.

UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR MASONRY. ANCHOR BEAMS

TO MASONRY OR CONCRETE WITH 2-3/4" DIA. ANCHOR BOLTS OR WELDED TO EMBED PLATE.

FABRICATE ALL BEAMS WITH THE MILL CAMBER UP.

SHEAR STUDS: CONFORM TO A.W.S. D1.1-98, SHOP WELD EXCEPT WHERE APPLIED THROUGH METAL DECK.

HEADED STUDS SHALL CONFORM TO A.S.T.M. A108, GRADE 1015, WELDABLE (Fy 65 K.S.I.).

TOP OF ALL TUBES AND PIPES SHALL HAVE A CAP PLATE 1/4", SEAL WELDED ALL AROUND, UNLESS LARGER CAP PLATE AND / OR WELD IS NOTED. THIS DOES NOT APPLY TO DIAGONAL / SLOPING TUBES OR PIPES.

, UNLESS NOTED OTHERWISE

70 South Franklin Street, Wilkes-Barre, PA 18701

570 | 824-6340 info@edpons.com edpons.comedpons.com www.fellp.com ENGINEERING LLP

Project Number

Building Number

Drawing Number

Project Title

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Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEERS:PROF. SEAL:CONSULTANTS:

321 4 5 6 7 8 9

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED

PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105 181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

100% CONSTRUCTION DOCUMENTS

Dwg. of 19

NOTES REPLACE CENTRAL

CHILLERS, BUILDING #136

VAGVAG

V.A.M.C. LYONS, NJ

136-S101

11/4/22

561A4-18-101

6Rev: Revisions: Date:

Vincent Griffin Stamp

GENERAL NOTES:

ABBREVIATIONS

GENERAL SYMBOLS

PIPING SYMBOLSHVAC LINE TYPES VALVE SYMBOLS

HVAC DEMOLITION NOTES:

HVAC:

SYMBOLS, ABBREVIATIONS & NOTES

136-MH-001

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

H d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

CHILLED WATER SYSTEM ARCHITECTURE ONE-LINE DIAGRAM

NOTE:

KEYED NOTES:

SEQUENCE OF OPERATIONS

SCOPE OF WORK:

SEQUENCE OF OPERATIONS FOR CHILLERS 136-WC-2 & 126-WC-3:

SEQUENCE OF OPERATIONS FOR CHILLED WATER PUMPS 136-P-4, 136-P-5 & 136-P-6

SEQUENCE OF OPERATIONS FOR CONDENSER WATER PUMPS 136-P-8 & 136-P-9

DESIGN OPERATING CONDITIONS

GENERAL:

C O

N D

E N

S E

E V

A P

O R

A T

O R

136-MHD-101

HVAC DEMOLITION PLAN

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

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H D

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Egan Environmental Consulting, Inc.

GENERAL DEMOLITION NOTES:

MECHANICAL:

DEMOLITION PLAN

LEGEND:

DEMOLITION KEYED NOTE:

C O

N D

E N

S E

E V

A P

O R

A T

O R

136-MH-101

HVAC CONSTRUCTION PLAN

MECHANICAL:

CONSTRUCTION PLAN

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

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Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

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H D d a y o u t

D a t e

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Egan Environmental Consulting, Inc.

CONSTRUCTION KEYED NOTE:

MH-102

W S

12"ø CWR

12"ø CWS

CHILLER #2

CHILLER #3

EXISTING 12"ø CWS

EXISTING 14"ø CWS

EXISTING 14"ø CHWS

E X

I S

T I N

E X

I S

T I N

EXISTING 14"ø CWR

12"ø CWR

10"ø CHWR

12"ø CWS

CHILLER #2

10" TO 12"

REDUCER

NEW 6"

CONCRETE PAD

CONDENSER

EVAPORATOR

12"ø CWR

12"ø CHWR

CHILLER #3

NEW 6"

CONCRETE PAD

CONDENSER

EVAPORATOR

GEAR OPERATED MANUAL SHUT-OFF

FLANGED PIPE

DIGITAL THERMOMETER

PRESSURE GAUGE

(BUTTERFLY) VALVE. PROVIDE

CHAIN OPERATOR WHEN

MOUNTED 8'-0" OR MORE AFF

MOTORIZED ISOLATION VALVE

Y-STRAINER WITH SHUT-OFF

(BALL VALVE) AND THREADED

CAPPED END

SYMBOLS LIST:

FLEXIBLE PIPE CONNECTION

INSULATION & HANGERS NOT SHOWN FOR CLARITY.1.

GENERAL NOTE:

CHILLED

WATER (TYP.)

CONDENSER

WATER (TYP.)

HVAC:

CONSTRUCTION ELEVATIONS &

ISOMETRIC

136-MH-102

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

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Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

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Egan Environmental Consulting, Inc.

4 3D VIEW

1/4" = 1'-0"2 CHILLER #2 ELEVATION

1/4" = 1'-0"3 CHILLER #3 ELEVATION

1/4" = 1'-0"1 ENLARGED PIPING PLAN

HVAC:

SCHEMATIC ONE-LINE PIPING

DIAGRAM

136-MH-601

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

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Project Title

Date

Location

Checked

Building Number

Project Number

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CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

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ONE-LINE PIPING DIAGRAM

136-MH-701

HVAC:

DETAILS & SCHEDULES

TYPICAL PIPE HANGERS

INDIVIDUAL PIPE HANGER ROD & SPACING SCHEDULE

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

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CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

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WATER COOLED CHILLER PIPING CONNECTIONS

PUMP #8 & #9 PIPING CONNECTIONS

PUMP #4, #5 & #6 PIPING CONNECTIONS

NOTES:

POWER ROOF VENTILATOR

MINIMUM PIPE INSULATION THICKNESS (IN INCHES)

CHILLER HOUSEKEEPING PAD DETAIL

GENERAL NOTES:

NOTES:

ELECTRICAL GENERAL NOTES:

ELECTRICAL:

DETAILS, SYMBOLS, ABBREVIATIONS

& NOTES

136-ES-001

ABBREVIATIONS

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

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Checked

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CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

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Y O

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S d a y o u t

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Egan Environmental Consulting, Inc.

ELECTRICAL DEMOLITION NOTES:

GENERAL SYMBOLS

PREVENTATIVE MAINTENANCE SCOPE OF WORK:

POWER SYMBOLS

ELECTRICAL LINE TYPES

ELECTRICAL CONSTRUCTION SITE PLAN

ELECTRICAL: CONSTRUCTION SITE

PLAN

136-ES-101

AERIAL VIEW

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

D d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

CONSTRUCTION KEYED NOTES:

GENERAL NOTE:

C O

N D

E N

S E

E V

A P

O R

A T

O R

ELECTRICAL DEMOLITION PLAN

ELECTRICAL:

DEMOLITION PLAN

136-ED-102

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

D d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

GENERAL DEMOLITION NOTE:

DEMOLITION KEYED NOTE:

C O

N D

E N

S E

E V

A P

O R

A T

O R

ELECTRICAL FLOOR PLAN

ELECTRICAL:

FLOOR PLAN & DETAILS

136-ES-102

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

D d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

GENERAL CONSTRUCTION NOTE:

CONSTRUCTION KEYED NOTES:

DEMOLITION NOTE:

ELECTRICAL:

DEMOLITION POWER DISTRIBUTION

ONE-LINE DIAGRAM

136-ED-601

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

D d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

BUILDING 136 DEMOLITION POWER DISTRIBUTION ONE-LINE DIAGRAM

CONSTRUCTION NOTES:

136-ES-601

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

D d a y o u t

D a t e

T h u

N o v a m e z r

Egan Environmental Consulting, Inc.

ELECTRICAL:

CONSTRUCTION POWER

DISTRIBUTION ONE-LINE DIAGRAM

BUILDING 136 CONSTRUCTION POWER DISTRIBUTION ONE-LINE DIAGRAM

ELECTRICAL:

DETAILS

136-ES-701

o n e e i g h t h i n c h o n e f o o t 1

1 2 3 4 5 6 87 9

97 8654321

V.A.M.C. LYONS, NJ

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

VA FORM 08-6231

ENGINEERING LLPwww.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW

FE No. 20-105

REPLACE CENTRAL CHILLERS,

BUILDING #136

561A4-18-101

11/4/22

100% CONSTRUCTION DOCUMENTS

F i l e

N a m e

Y O

E P

L A

I L

L E

R S

S d a y o u t

D a t e

W e d

N o v a m e z r

Egan Environmental Consulting, Inc.

TYPICAL CONDUIT PENETRATION

IN FIRE RATED CONCRETE FLOOR

THREE PHASE TRANSFORMER PAD DETAIL

DUCT BANK DETAIL

IN FIRE RATED MASONRY PARTITION

CONDUIT PENETRATION

EXISTING SUBSTATION SS ELEVATION "A-A"

ELEVATION MCC-136-C

ELEVATION MCC-136-B

KEYED NOTE: KEYED NOTE:

EXISTING OUTDOOR ELECTRICAL EQUIPMENT ENCLOSURE

KEYED NOTES:

CONDUIT ON GRADE SUPPORT DETAIL

NOTE:

ATS #8 CONCRETE PAD DETAIL

GENERAL NOTES:

STANTION MOUNTING DETAIL

Sheets and Views

GI-001-GI-001

GS-101-GS-101

HA-100-HA-100

HA-101-HA-101

MH-001-MH-001

MHD-101 & MH-101-MHD-101

MHD-101 & MH-101-MH-101

MH-102-MH-102

MH-601-MH-601

MH-701-MH-701

ES-001-ES-001

ED-101 & ES-101-ES-101

ED-102 & ES-102-ED-102

ED-102 & ES-102-ES-102

ED-601 & ES-601-ED-601

ED-601 & ES-601-ES-601

ES-701-ES-701

22200 FE-Lyons VA Crane Support 20221103 IFC SS.pdf

Sheets: S100 - HOIST FRAMING

Sheets: S101 - NOTES

File details come from the government source that posted it. Updated Jul 13, 2023.