620A4-19-203 Replace Fan Coil Units Add1 Drawings.pdf

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Y1DA--620A4-19-203 - Replace Fan Coil Units Building 15 H1
Solicitation number
36C24224B0022
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About this file

This document is a set of drawings and specifications for a project to replace fan coil units in Building 15 at the Castle Point VA Medical Center in Wappingers Falls, New York. The project involves demolishing existing 4-pipe fan coil units and installing new fan coil units with chilled water and hot water connections. The drawings provide details on the mechanical, electrical, and control system work required. The project number is 620A4-19-203 and the solicitation number is 36C24224B0022. The project is being procured by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2. The required completion date for the work is August 25, 2023. The contractor will be responsible for coordinating the work to minimize disruption to the occupied facility, following infection control procedures, and integrating the new fan coil units into the existing building automation system.

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PROJECT LOCATION:

BUILDING 15H

15H 15E

79 88

82A

75A

MP

N

Rive r R d

Newburgh Beacon

HU

D

S O

N

RI

VE

R

B alm v ille R d

Bridge

Fostertown Rd

84 Exit 11

Matte awan S

t. H osp

Rd

North Rd

Fish kill

A ve

Castle Point Rd

Chelsea Rd

VA HUDSON VALLEY

HEALTH CARE

SYSTEM

CASTLE POINT

CAMPUS

Holmes Rd La tti n t o w n R d

Stoneykill Rd

New Dr

Greenw ood Dr

Main St 84 Exit 12

Baxtertown Rd

Old Hopewell Rd

Smithtown Rd

Ketchamtown Rd

9d 9W

105063

ST

ATE

OF NEW YORK

MA

T TH

EW LLOYD

LICENSED PROFESSIONAL

EN

GI

NE

ER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

REPLACE FAN COIL UNITS

CASTLE POINT VAMC, WAPPINGERS FALLS, NEW YORK

620A4-19-203

15H

08/25/2023 MPL AMR

10/5/2022

BI

M

VA

-2

R ep la ce

F an

C oi l U ni ts /R ep la ce F an C oi l U ni ts

.rv t

4/ 4/

:4

9:

P M

T-100

TITLE SHEET

REPLACE FAN COIL UNITS

BUILDING 15, VA MEDICAL CENTER, CASTLE POINT

41 CASTLE POINT RD, WAPPINGERS FALLS, NY 12590

PROJECT NO: 620A4-19-203

CAMPUS MAP SITE LOCATION

DRAWING INDEX

SHEET

NUMBER SHEET NAME

T-100 TITLE SHEET

G-001 ICRA, CODE NOTES, AND INTERIM LIFE SAFETY FLOOR PLAN

M-001 MECHANICAL NOTES, ABBREVIATIONS, AND SYMBOLS

MD101 MECHANICAL 1ST FLOOR DEMOLITION PLAN

M-101 MECHANICAL BASEMENT NEW WORK PLAN

M-102 MECHANICAL 1ST FLOOR NEW WORK PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL EQUIPMENT CONTROLS

E-001 ELECTRICAL NOTES, ABBREVIATIONS AND SYMBOLS

ED101 ELECTRICAL 1ST FLOOR DEMOLITION PLAN

E-101 ELECTRICAL 1ST FLOOR NEW WORK PLAN

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL RISER DIAGRAMS

Revisions: Date:

2 BEDROOM

H-130

DAYROOM

H-129

2 BEDROOM

H-128

TOILET

H-128A

WC STOR.

H-127

BATH

H-126ASINGLE

BEDROOM

H-126

SINGLE

BEDROOM

H-125

2 BEDROOM

H-124

BATH

H-125A

BATH

H-124A

2 BEDROOM

H-123

2 BEDROOM

H-120

BATH

H-123A

BATH

H-120A

2 BEDROOM

H-119

BATH

H-119A

EQPM. CLOSET

H-118

TOILET

H-117A

4 BEDROOM

H-117

CLEAN UTIL.

STORAGE

H-116

STORAGE

H-146

SINGLE

BEDROOM

H-132

SINGLE

BEDROOM

H-133

2 BEDROOM

H-135

2 BEDROOM

H-136

4 BEDROOM

H-138

TOILET

H-130A

BATH

H-132A

STOR.

H-131

BATH

H-133A

BATH

H-135A

BATH

H-136A

TOILET

H-138A

ELECT. CL.

H-137

DATA CLOSET

H-139

LOUNGE

H-100

ELEVATOR

LOBBY

C1-01

CLEAN LINEN

H-101

ELEVATOR

ELEVATOR

MECH. EQUIP

ROOM

H-103

TOILET

H-105A

CONFERENCE

ROOM

H-105

FAMILY ROOM

H-107

TOILET

H-107A

FEMALE

LOCKERS

H-114

TOILET

H-114A SHOWER

H-114B

SHOWER

H-115

TOILET

H-115B

MALE LOCKERS

H-115A

STAFF LOUNGE

H-113

DIST SUPPLY

CL.

H-143

BATHROOM

H-142

OFFICE

H-111

STORAGE

H-109

NUTRITION

ROOM

H-110

TOILET

H-108

OFFICE

H-106

MED ROOM

H-112

OFFICE

H-106A

SOILED UTILITY

H-104

WHEEL CHAIR

STORAGE

H-102

STORAGE

H-140

E.M.S. CL

H-141

SOUTH STAIR

HALL

CENTER STAIR

HALL

150' TRAVEL

DISTANCE

1'

T R

AV

EL

D

IS

TA

N C

E

7' - 9 1/4"

7'

3/

4"

30-MINUTE SMOKE BARRIER

2-HR FIRE BARRIER

105063

ST

ATE

OF NEW YORK

MA

T TH

EW LLOYD

LICENSED PROFESSIONAL

EN

GI

NE

ER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

REPLACE FAN COIL UNITS

CASTLE POINT VAMC, WAPPINGERS FALLS, NEW YORK

620A4-19-203

15H

08/25/2023 MPL AMR

10/5/2022

BI

M

VA

-2

R ep la ce

F an

C oi l U ni ts /R ep la ce F an C oi l U ni ts

.rv t

4/ 4/

:4

8:

P M

G-001

ICRA, CODE NOTES, AND INTERIM

LIFE SAFETY FLOOR PLAN

INFECTION CONTROL NOTES

THE PURPOSE OF INFECTION CONTROL PROCEDURES IS TO MINIMIZE THE POTENTIAL FOR THE SPREAD OF INFECTIONS DUE TO DEGRADED AIR QUALITY, ENVIRONMENTAL CONTAMINATION, OR CONTAMINATION OF WATER. IT IS THE POLICY OF THIS MEDICAL CENTER THAT A SYSTEMATIC APPROACH BASED ON ASSESSMENT AND PLANNING WILL EFFECTIVELY MANAGE THE ISSUE OF TRANSMISSION OF INFECTIOUS DISEASES AND THE AGGRAVATION OF ALLERGIES.

THE OVERALL APPROACH RELIES ON PRE-CONSTRUCTION ASSESSMENT, MANAGEMENT OF HVAC SYSTEMS, AND AGGRESSIVE USE OF A VARIETY OF BARRIERS. CONTRACTOR IS TO WORK CLOSELY WITH THE VA FACILITY MANAGEMENT SERVICE. THE INFECTION CONTROL PROGRAM STAFF AND THE SAFETY AND OCCUPATION HEALTH MANAGER TO HAVE IN PLACE A MONITORING PROGRAM TO ASSURE RIGOROUS IMPLEMENTATION OF THE REQUIRED MEASURES.

REFER TO PROJECT SPECIFICATIONS.

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL INFECTION CONTROL REQUIREMENTS WITH THE DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCOVERIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION

PRIOR TO BEGINNING.

B. CONTRACTOR TO INSTALL BARRIERS AND OTHER MEASURES. CONSTRUCTION BARRIER DOOR(S) MUST BE SELF-CLOSING. PROVIDE DUST CONTROL AND CONTAINMENT STICKY MATS ON ALL ACCESS DOORS INTO CONSTRUCTION AREA. ANTE-ROOM REQUIRED AT CONSTRUCTION ENTRY. PROVIDE

MANOMETER MONITORS FOR ALL CONSTRUCTION BARRIERS.

C. CONTRACTOR TO DISPOSE OF MATERIALS BEFORE 8:00AM OR AFTER 4:00PM UNLESS ARRANGED WITH THE VA TO DISPOSE OF DURING NORMAL HOURS. USE ROUTE AGREED UPON BY ICRA TEAM AND COTR FOR TRANSPORT OF TRANSPORT CONTAINERS THROUGH THE FACILITY. CONTRACTORS CAN ONLY DEVIATE TO NORMAL HOURS WITH THE APPROVAL OF THE INFECTION CONTROL NURSE AND COR DUE TO PARTICULAR CIRCUMSTANCES THAT MAY OBSTRUCT PROGRESS. A CLEAR PLAN WILL HAVE TO BE SUBMITTED AND PRECAUTIONARY INFECTION CONTROL MEASURES IMPLEMENTED.

D. CONTRACTOR TO COVER CARTS AND WEAR BOOTIES WHEN DISPOSING MATERIALS.

E. CONTRACTOR TO CHANGE MATS MULTIPLE TIMES A DAY AS NEEDED AND MOP FLOORS BEHIND THEM MULTIPLE TIMES A DAY.

F. CONTRACTOR TO MAINTAIN CONTINUOUS NEGATIVE AIR PRESSURE WITHIN THE WORK SITE UTILIZING WINDOW EXHAUST FANS STRATEGICALLY LOCATED OR PROVIDE NEGATIVE PRESSURE AIR HEPA UNITS AND EXHAUST TO EXTERIOR OF THE BUILDING. CONTRACTOR TO INCLUDE MONITORING

MANOMETER AT ANTEROOM SO THE NEGATIVE PRESSURE CAN BE INSPECTED.

CODE NOTES

A. 1. PRIMARY APPLICABLE CODES AND STANDARDS - EXISTING BUILDING / RECONSTRUCTION

THE DEPARTMENT OF VETERANS AFFAIRS HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW

STRUCTURE.

a. NFPA 101 LIFE SAFETY CODE, 2021 EDITION

b. NFPA NATIONAL FIRE CODES (WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900)

c. NATIONAL ELECTRIC CODE (NEC)

d. INTERNATIONAL PLUMBING CODE (IPC)

e. ASME BOILER AND PRESSURE VESSEL CODE

f. ASME CODE FOR PRESSURE PIPING

g. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

h. ENERGY POLICY ACT (EPAct)

i. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON

THE TECHNICAL INFORMATION LIBRARY (TIL)

j. VA MENTAL HEALTH DESIGN GUIDE

k. INTERNATIONAL BUILDING CODE (IBC) - ONLY WHEN SPECIFICALLY REFERENCE IN VA DESIGN DOCUMENTS

l. OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

m. PHYSICAL SECURITY DESIGN MANUAL (PSDM)

2. THE CONSTRUCTION CLASSIFICATION IS TYPE II (222). THE MINIMUM FIRE RATING FOR ALL LOAD BEARING STRUCTURAL ELEMENTS IS 2 HOURS. IF DURING CONSTRUCTION, ANY DAMAGE TO EXISTING FIREPROOFING IS OBSERVED OR IF DISCOVERED THAT ANY FIRE PROTECTION IS MISSING, THE

CONTRACTOR SHALL REPAIR TO MAINTAIN FULL PROTECTION.

NFPA 101 REVIEW

B. CHAPTER 19 EXISTING HEALTH CARE OCCUPANCIES

1. (19.1.1.1) THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO EXISTING BUILDINGS OR PORTIONS THEREOF CURRENTLY OCCUPIED AS HEALTH

CARE OCCUPANCIES.

2. (19.1.5) THE CLASSIFICATION OF HAZARD OF CONTENTS SHALL BE AS DEFINED IN SECTION 6.2.

C. MEANS OF EGRESS - CHAPTER 19 AND CHAPTER 7

1. (19.2.1) ALL MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH CHAPTER 7 & THIS CHAPTER.

2. (19.2.3.1) THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.3:

A. TABLE 7.3.1.2 OCCUPANT LOAD FACTOR FOR HEALTH CARE (INPATIENT TREATMENT DEPARTMENTS) = 240 SF PER PERSON.

16,000 SF / 240 = 66 OCCUPANTS

3. (19.2.3.4) ANY REQUIRED AISLE, CORRIDOR, OR RAMP REQUIRED FOR EXIT ACCESS SHALL BE NOT LESS THAN 48 IN. IN CLEAR WIDTH WHERE SERVING

AS MEANS OF EGRESS FROM PATIENT SLEEPING ROOMS.

4. (19.2.6.2.1) THE TRAVEL DISTANCE BETWEEN ANY POINT IN A ROOM AND AN EXIT SHALL NOT EXCEED 150 FT, UNLESS OTHERWISE PERMITTED BY 19.2.6.2.2.

A. (19.2.6.2.2) THE MAXIMUM TRAVEL DISTANCE SPECIFIED IN 19.2.6.2.1 SHALL BE PERMITTED TO BE INCREASED BY 50 FT IN BUILDINGS

PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED, AUTOMATIC SPRINKLER SYSTEM.

5. (7.1.3.1) EXIT ACCESS CORRIDORS. CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCE

WITH SECTION 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:

A. THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY CLASSIFICATION DOES NOT CHANGE.

6. (7.1.5.1) MEANS OF EGRESS SHALL BE DESIGNED AND MAINTAINED TO PROVIDE HEADROOM NOT LESS THAN 7 FT 6 IN, UNLESS OTHERWISE SPECIFIED

BY ANY OF THE FOLLOWING:

A. IN EXISTING BUILDINGS, THE CEILING HEIGHT SHALL NOT BE LESS THAN 7 FT FROM THE FLOOR, WITH PROJECTIONS FROM THE CEILING

NOT LESS THAN 6 FT 8 IN NOMINAL ABOVE THE FLOOR.

7. (7.2.1.2.3.2) DOOR OPENINGS IN MEANS OF EGRESS SHALL NOT BE LESS THAN 32 IN. IN CLEAR WIDTH.

8. (7.2.1.4.3.2) WHEN FULLY OPEN, ANY DOOR LEAF IN A MEANS OF EGRESS SHALL NOT PROJECT MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY OR A LANDING, UNLESS THE DOOR LEAF IS EQUIPPED WITH AN APPROVED SELF-CLOSING DEVICE AND IS NOT REQUIRED BY THE PROVISIONS OF 7.2.1.4.2 TO SWING IN THE DIRECTION OF EGRESS TRAVEL..

E. FIRE PROTECTION EQUIPMENT - CHAPTER 19 AND CHAPTER 9

1. THE EXISTING BUILDING IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM.

TYPE C

HIGH RISK

CLASS IV

1/16" = 1'-0"1 INTERIM LIFE SAFETY PLAN

PROJECT PHASING NOTES

1. DURING THE EXECUTION OF THIS CONTRACT, THE PROJECT AREA WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER, STAFF, OR OTHER BUILDING OCCUPANTS. ALL WORK SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE AND IS SUBJECT TO HIS CONTINUOUS APPROVAL.

2. "NORMAL" WORKING HOURS ON THE POST ARE FROM 8:00 AM TO 4:30 PM, MONDAY THROUGH FRIDAY; HOURS OUTSIDE OF "NORMAL" WORKING HOURS ARE DEFINED AS "OFF HOURS". THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF DEMOLITION, NEW INSTALLATION, AND CHANGEOVER OF THE

MECHANICAL, PLUMBING, AND UTILITY SYSTEMS THAT WILL ALLOW FOR MINIMUM DOWNTIME.

3. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE WHAT WORK MUST BE DONE

DURING "OFF HOURS".

4. ALL WORK IN OCCUPIED SPACES SHALL BE DONE DURING "OFF HOURS". ALL WORK AS REQUIRED TO RETURN EXISTING SYSTEMS TO FUNCTIONALITY, REPLACE CEILING TILES, AND CONSTRUCTION CLEANUP SHALL BE FULLY COMPLETE AND APPROVED BY THE COR PRIOR TO THE END-OF-SHIFT AND

BEFORE THE OPENING OF THE AREA TO STAFF AND OTHER BUILDING OCCUPANTS.

5. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL WORKING HOURS.

6. EACH ROOM WITHIN THE PROJECT AREA SHALL BE ISOLATED AS A SINGLE PHASE OF THE PROJECT. THE SEQUENCING OF PHASES SHALL BE DETERMINED BY THE COR BASED ON OCCUPANCY AT THE TIME OF CONSTRUCTION. DURING CONSTRUCTION OF EACH PHASE, THE CONTRACTOR SHALL FOLLOW THE INFECTION CONTROL MEASURES INDICATED ON THIS SHEET FOR CLASS III RENOVATION WORK.

CONTROLS SYMBOLS

MOTOR STARTER

T ROOM THERMOSTAT/TRANSMITTER - WALL MOUNT

TT TEMPERATURE TRANSMITTER

HS HAND SWITCH (HAND-OFF-AUTO SWITCH)

H4

H7

A

DRAWING SYMBOLS

26-SF-3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

SUPPLY FAN NO. 3 IN BUILDING NO. 26

EQUIPMENT ABBREVIATION (SUPPLY FAN)

DRAWING NUMBER WHERE DRAWN

TERMINAL UNIT SYMBOLS

FLOOR MOUNTED VERTICAL CABINET FAN COIL UNIT. LETTER OR

NUMBER INDICATES UNIT SIZE.

FCU

A

GATE VALVE WITH GLOBE-VALVED BYPASS

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

PRESSURE REDUCING VALVE (PRV)

WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE HOSE

CONNECTOR

WATER LEVEL CONTROLLER

FLOW METER

LC

M

VALVE SYMBOLS

BALL VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC BALANCING CONTROL VALVE

PRESSURE SAFETY VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

WYE STRAINER (WITH BALL VALVE & HOSE CONNECTION)

FLEXIBLE CONNECTION

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

QUICK-COUPLE HOSE CONNECTOR

GENERAL PIPING SYMBOLS

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PRESSURE GAGE

THERMOMETER

FLOW ELEMENT

FLOAT & THERMOSTATIC TRAP SET INCLUDING PIPING ACCESSORIES

SEE DETAIL

INVERTED BUCKET TRAP SET INCLUDING PIPING ACCESSORIES SEE

DETAIL

PIPE UP

PIPE DOWN

REFRIGERANT SIGHT GLASS

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

AV

MANUAL AIR VENTMV

THERMOSTATIC TRAP SET INCLUDING PIPING ACCESSORIES SEE

DETAIL

FE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

HOT WATER RETURN

HOT WATER SUPPLY

CHR

CHS

HWR

HWS

CONDENSATE DRAIND

PC TERMINAL UNIT CONTROLLER

SC SPEED CONTROLLER

YR YEAR

W WATTS

Wb WET-BULB (TEMPERATURE)

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MAN. OPPOSED BLADE)

VFD VARIABLE FREQUENCY DRIVE

VI VIBRATION ISOLATOR

UL UNDERWRITERS LABORATORY

D DAMPER - AUTOMATIC

DB DECIBELS

Db DRY-BULB TEMPERATURE

DD-1 DESIGN DEVELOPMENT (SUBMISSION1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION2)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

CD-2 CONSTRUCTION

DOCUMENTS (SUBMISSION2)

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CO CLEAN OUT

CO2 CARBON DIOXODE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CR CEILING REGISTER

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWCC CHILLED WATER COOLING

COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN (TO

COOLING TOWER)

CWS CONDENSER WATER SUPPLY

(FROM COOLING TOWER)

BTC BLOWOFF TANK CONTROL VALVE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

A/E ARCHITECT / ENGINEER

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AHU AIR-HANDLING UNIT

AMP AMPERGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CCD COOLING COIL CONDENSATE

DRAIN

CD-1 CONSTRUCTION

DOCUMENTS (SUBMISSION1)

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECC ENGINEERING CONTROL CENTER

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

FCU FAN COIL UNIT (4 PIPE)

FAN COIL UNIT HEATING ONLY

FCW FORWARD CURVED WHEEL (FAN)

FD FIRE DAMPER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPTU FAN POWERED TERMINAL UNIT

FR FLOOR REGISTER

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FREEZESTAT

GA GAUGE

GAL GALLONS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HAC HOUSEKEEPING AID CLOSET

HC HEATING COIL

HP HORSEPOWER

HW HOT WATER

HWC HOT WATER COIL

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HVD HOISTWAY VENT DAMPER

HX HEAT EXCHANGER

HZ HERTZ

FT FEET

FT WC FEET OF WATER COLUMN

OD OUTSIDE DIAMETER

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MOV MOTOR OPERATED VALVE

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LVG LEAVING

LWT LEAVING WATER TEMPERATURE

kW KILOWATT kWh KILOWATT HOUR

J INTENTIALLY LEFT BLANK

I/O INPUT/OUTPUT

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SD SMOKE DETECTOR

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SEN SENSIBLE HEAT

SF SUPPLY FAN

SI SQUARE INCHES

SP STATIC PRESSURE

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

RDS ROOM DATA SHEETS

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

RV RELIEF VALVE

P PUMP

PD PRESSURE DROP

PG PRESSURE GAGE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

FCUH

FSTAT

ASHRAE AMERICAN SOCIETY OF HEATING

REFRIGERATION AIR

CODE REQUIRED MECHANICAL PIPE SIZING AND INSULATION

PIPE

SIZE

MAX FLOW

(GPM)

MINIMUM PIPE INSULATION THICKNESS (IN)

TEMP RANGE (F) / CONDUCTIVITY (BTU-IN/HR-SQFT-F)

105F - 140F 141F - 200F 201F - 250F 251F - 350F > 350F 40F - 60F < 40F NOTES

0.22 - 0.28 0.25 - 0.29 0.27 - 0.3 0.29 - 0.32 0.32 - 0.34 0.21 - 0.27 0.2 - 0.26 1-4

0.50 1.5 1 1.5 2.5 3 4.5 0.5 0.5 1-4

0.75 3 1 1.5 2.5 3 4.5 0.5 0.5 1-4

1.00 5.5 1 1.5 2.5 4 5 0.5 1 1-4

1.25 12 1 1.5 2.5 4 5 0.5 1 1-4

1.50 18 1.5 2 2.5 4.5 5 1 1 1-4

2.00 35 1.5 2 2.5 4.5 5 1 1 1-4

2.50 55 1.5 2 2.5 4.5 5 1 1 1-4

3.00 100 1.5 2 2.5 4.5 5 1 1 1-4

4.00 202 1.5 2 3 4.5 5 1 1 1-4

5.00 250 1.5 2 3 4.5 5 1 1 1-4

6.00 440 1.5 2 3 4.5 5 1 1 1-4

8.00 700 1.5 2 3 4.5 5 1 1.5 1-4

10.00 1000 1.5 2 3 4.5 5 1 1.5 1-4

12.00 1500 1.5 2 3 4.5 5 1 1.5 1-4

14-24 MAX VEL

5 FT/S 1.5 2 3 4.5 5 1 1.5 1-4

1. ADAPTED FROM ASHAE 90.1, TABLES 6.5.4.6, 6.8.3-1 AND 6.8.3-2

2. MAX FLOW RATES APPLY TO HYDRONIC PIPING ONLY

3. PIPING INSULATION THICKNESS APPLIES TO STEAM, STEAM CONDENSATE, HOT WATER HEATING, DOMESTIC HOT WATER, CHILLED WATER, BRINE, AND REFRIGERANT PIPING AT RESPECTIVE TEMP RANGES

4. SEE SPECIFICATIONS FOR FURTHER DETAILS ON PIPE MATERIALS, INSULATION MATERIALS, ETC.

105063

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ATE

OF NEW YORK

MA

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EW LLOYD

LICENSED PROFESSIONAL

EN

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

REPLACE FAN COIL UNITS

CASTLE POINT VAMC, WAPPINGERS FALLS, NEW YORK

620A4-19-203

15H

08/25/2023 MPL AMR

10/5/2022

BI

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VA

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M-001

MECHANICAL NOTES,

ABBREVIATIONS, AND SYMBOLS

GENERAL MECHANICAL NOTES:

1. THE GENERAL MECHANICAL NOTES ON THIS SHEET APPLY TO ALL THE MECHANICAL DRAWINGS.

2. IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ASPECTS OF THE DESIGN, TO

INCLUDE THE WORK OF SUB-TRADES, PRIOR TO SUBMITTING A BID.

3. THE MECHANICAL DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS

MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT, CLEARANCE, ETC. IT IS THE MECHANICAL CONTRACTOR’S RESPONSIBILITY TO SURVEY ALL WORK AREAS AND SUBMIT FINAL, DETAILED COORDINATED SHOP DRAWINGS FOR REVIEW BY THE DESIGNER OF RECORD TO ENSURE THAT THE DESIGN INTENT WILL BE MET AND THAT ALL TRADES ARE PROPERLY COORDINATED. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY MAJOR DISCREPANCIES

SHALL BE CLARIFIED PRIOR TO SUBMITTAL OF BID.

4. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, CLEARANCES, POSSIBLES CLASHES, AND ACCESSORIES THAT MAY BE REQUIRED.

COORDINATE ALL THE WORK OF ALL THE TRADES TO ENSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR DEVELOPING COORDINATED SHOP DRAWINGS FOR REVIEW PRIOR TO STARTING

INSTALLATION.

5. THE MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO SUBMITTAL OF BID.

6. IF A JOB REQUIRES TYING INTO ANY EXISTING MECHANICAL SYSTEM, THE MECHANICAL CONTRACTOR SHALL CONDUCT NECESSARY PRE TEST, ADJUST, AND BALANCING (TAB) ACTIVITIES TO VERIFY BASELINE SOURCE CAPACITY FROM THE FACILITY, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY MECHANICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS. UPON DETERMINING INSUFFICIENT SOURCE CAPACITY, THE MECHANICAL CONTRACTOR SHALL IMMEDIATELY REPORT FINDINGS TO THE OWNER

AND ENGINEER FOR RECORD FOR ADDITIONAL GUIDANCE BEFORE PROCEEDING.

7. THE WORK INCLUDES ALL ITEMS OF THE MECHANICAL SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE

DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.

8. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO CONSTRUCTION, MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT SHALL BE UTILIZED OR INSTALLED. THE MOST STRINGENT SHALL BE DEFINED AS THE SPECIFICATION OR REQUIREMENT THAT ALLOWS ALL SPECIFICATIONS OR REQUIREMENTS THAT ARE IN CONFLICT TO BE SATISFIED. NO RELIEF OR EXTRA PAYMENT

SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THIS INTERPRETATION.

9. THE MECHANICAL CONTRACTOR SHALL NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION

UNTIL THE SUBMITTALS AND COORDINATED SHOP DRAWINGS HAVE BEEN APPROVED. ANY WORK

CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND COORDINATED SHOP DRAWINGS SHALL BE AT THE MECHANICAL CONTRACTOR'S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE MECHANICAL CONTRACTOR'S EXPENSE AT THE REQUEST OF THE OWNER'S

REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

10. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE INTERNATIONAL BUILDING MECHANICAL CODE, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC. IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE OWNER'S REPRESENTATIVE

PRIOR TO BEGINNING THE INSTALLATION.

11. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE

PROJECT OWNER.

12. THE MECHANICAL CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE MECHANICAL CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND

SPACES AND DETERMINE WHAT WORK MUST BE DONE DURING "OFF HOURS".

13. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL

WORKING HOURS.

14. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOWN IS NEW AND SHALL BE

FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.

15. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO

THEIR CONTINUOUS APPROVAL.

16. THE MECHANICAL CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL AND MUST FOLLOW MANUFACTURER RECOMMENDATIONS FOR PROPER INSTALLATION. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE MECHANICAL CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE PROPOSED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, CLEARANCE, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE MECHANICAL CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE

OWNER'S REPRESENTATIVE.

17. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE MECHANICAL CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SURVEY THE EXISTING BUILDING AREA TO BE MODIFIED AND/OR REPLACED TO ACCURATELY DOCUMENT EXISTING CONDITIONS. THIS SURVEY WILL BE USED BY THE OWNER'S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH BUILDING/SITE COMPONENTS MUST BE

REPLACED WITH NEW.

18. UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE OWNER'S REPRESENTATIVE SEVEN DAYS IN

ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.

19. UNLESS STATED OTHERWISE, FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE OWNER'S

REPRESENTATIVE PRIOR TO THE PROPOSED SHUTDOWN OF ANY SYSTEM.

20. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE; NOTIFY

LOCAL AUTHORITIES AS REQUIRED.

21. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE

CONSTRUCTION PERIOD. COORDINATE WITH INSTALLING FIRE PROTECTION CONTRACTOR.

22. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS

CHARGED BY ANY LOCAL FIRE DEPARTMENT SHALL BE PAID BY THE MECHANICAL CONTRACTOR.

23. MECHANICAL CONTRACTOR SHALL NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND

UNDER CONCRETE SURFACES.

24. THE MECHANICAL CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING

COMPONENTS. ALL NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.

25. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE EXISTING STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC.

26. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE OWNER'S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE

LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE.

27. FOR EACH PHASE AND BEFORE INTERRUPTING EACH EXISTING UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE MECHANICAL CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE EXISTING UTILITIES IN THEIR RELOCATED LOCATION AND ALL THE NEW HVAC SYSTEMS.

28. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING "HOT WORK" IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK". ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET BEYOND THE POINT

DIRECTLY BELOW THE OVERHEAD "HOT WORK".

29. EXISTING DUCTWORK, DOMESTIC COLD WATER PIPING, DOMESTIC HOT WATER PIPING, CHILLED AND HEATING HOT WATER PIPING, WASTE, VENT, FIRE SPRINKLER LINES, FIRE ALARM EQUIPMENT, ELECTRICAL CONDUIT, TELEPHONE CONDUIT, COMMUNICATION CONDUIT, PNEUMATIC TUBING, ETC., MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL DETERMINE ALL EXISTING SERVICES THAT REQUIRE RELOCATION PRIOR TO SUBMITTING HIS BID AND INCLUDE ALL COSTS IN THE BID.

THERE WILL BE NO EXTRA COMPENSATION TO THE CONTRACTOR FOR THIS WORK.

30. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS. THIS COULD INCLUDE ELECTRICAL WORK, REFRIGERANT LINE ROUTING, CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU'S, ETC.

31. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT

CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND WARRANTEE PERIOD.

32. ALL CEILING DEMOLITION WORK SHALL BE DONE AFTER NORMAL WORKING HOURS. THE INSTALLATION OF THE NEW CEILING SHALL BE DONE AFTER NORMAL WORKING HOURS. THE WORK AREA SHALL BE CLEANED

BEFORE THE START OF EACH WORKING DAY.

33. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED. FINISH AND PAINT TO MATCH

EXISTING TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

34. ANY DEVICE THAT REQUIRES ACCESS FOR ADJUSTMENT OR ROUTINE MAINTENENANCE, SUCH AS BUT NOT LIMITED TO VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAVS, ETC. SHALL BE INSTALLED IN AN

ACCESSIBLE LOCATION.

35. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL

OPENINGS NOT TO BE REUSED.

36. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE OWNER'S

REPRESENTATIVE.

37. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE MECHANICAL CONTRACTOR IS TO APPLY

THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT THE REFERENCED

DETAIL OR NOTE IS REPEATED OR REFERENCED.

38. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO

COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR TO MATCH EXISTING CONDITIONS,

SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE.

39. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE

MECHANICAL CONTRACTOR'S WORK AND WHICH REMAIN EXPOSED IN THE WALL, FLOOR,

CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE

ADJACENT CONSTRUCTION. SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION,

SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE

EXISTING UTILITIES BACK BEHIND EXISTING SURFACES AND CAP SO AS NOT TO INTERFERE WITH

NEW PATCHES.

40. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE MECHANICAL

CONTRACTOR SHALL BRING EXISTING MECHANICAL COMPONENTS FLUSH WITH THE NEW

FINISHED SURFACES IF APPROPRIATE.

41. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS,

BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL FRAMING AND FURRING SHALL BE REPAIRED WHERE

DAMAGE BY THE CONTRACTOR'S WORK.

42. PROVIDE ALL VALVES, INSTRUMENTS, FITTINGS, ETC. AS SHOWN ON THE PIPING DIAGRAMS, SCHEMATICS, ETC. IT IS NOT POSSIBLE TO SHOW ALL VALVES, INSTRUMENTS, ETC. ON THE

PLANS, HOWEVER, SELECTED VALVES HAVE BEEN SHOWN FOR REFERENCE. ALL VALVES SHALL

BE ACCESSIBLE FROM THE FLOOR OR FROM FIXED PLATFORMS.

43. ALL EQUIPMENT AND MATERIALS SUBJECT TO THE WEATHER THAT ARE NOT FACTORY PAINTED SHALL BE FIELD PAINTED AND WEATHER PROOFED WITH PRIMER, AND TWO COATS OF EXTERIOR PAINT. MATCH THE COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF

THE PAINT IS SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. SUBMITTAL

REQUIRED.

44. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL

SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION TO THE EXISTING CONTROL

SYSTEM SHALL BE COMPLETE SUCH THAT ALL NEW MONITORING AND CONTROL POINTS ARE

RECOGNIZED BY THE EXISTING CONTROL SYSTEM AND THAT ALL NEW POINTS CAN BE READ,

ACTUATED, AND RESET FROM THE EXISTING FRONT END, AND VICE-VERSA. IT IS THE

CONTRACTOR’S RESPONSIBILITY TO DETERMINE IF THERE IS ENOUGH SPACE AND/OR

COMPATABILITY EXISTS TO USE EXISTING CONTROLLERS OR OTHER ASSOCIATED EXISTING

CONTROLS EQUIPMENT. IF COMPATIBILITY AND/OR SPACE DOES NOT EXIST, IT IS THE CONTROLS

CONTRACTOR RESPONSIBILITY TO PROVIDE THE REQUIRED CONTROLLERS, BRIDGES, ETC. TO

ALLOW FULL INTEGRATION OF REQUIRED POINTS AND TO SATISFY THE SEQUENCE OF

OPERATIONS. THE ENGINEER SHALL BE NOTIFIED WHEN EACH PHASE OF THE SYSTEM HAS BEEN COMPLETELY CHECKED OUT, ADJUSTED, CALIBRATED, AND PUT INTO FINAL WORKING CONDITION

WITH ALL THE TROUBLESHOOTING COMPLETED. A SUBSEQUENT JOBSITE MEETING WILL BE

SCHEDULED WITH TWO WEEKS NOTICE AT WHICH TIME THE CONTROLS CONTRACTOR WILL

DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEMS TO ALL CONCERNED. IF ANY ITEMS

OF THE CONTROL SEQUENCE CANNOT BE SUCCESSFULLY DEMONSTRATED OR REQUIRE

FURTHER TROUBLESHOOTING, A SUBSEQUENT CONTROLS INSPECTION WILL BE REQUIRED AND

WILL BE AT THE CONTRACTOR'S EXPENSE. THIS PROVISION SHALL BE A CONDITION OF FINAL

ACCEPTANCE. THE CONTRACTOR SHALL BE PREPARED TO DEMONSTRATE ALL ITEMS IN THE

SEQUENCE OF OPERATION. SUBSEQUENT CONTROLS DEMONSTRATIONS AND VERIFICATIONS

WILL BE REQUIRED AT THE COMPLETION OF THE PROJECT.

45. UNLESS THE OWNER CHOOSES TO USE THEIR OWN THIRD-PARTY TEST, ADJUST, AND BALANCE

AGENCY, THE MECHANICAL CONTRACTOR SHALL UTILIZE A THIRD PARTY TAB AGENCY FOR ALL

NECESSARY FINAL TAB AND PROVIDE COORDINATION WITH EQUIPMENT MANUFACTURER FOR

TYPICAL STARTUP SERVICES. FULL DOCUMENTATION, TO INCLUDE NECESSARY FACILITY STAFF

TRAINING, SHALL BE COMPLETED AND SUBMITTED TO ALLOW FOR REQUIRED CONTINUED

OPERATION AND MAINTENANCE.

DESCRIPTION OF MECHANICAL WORK:

1. CONDITIONED SQUARE FOOTAGE: 7114 SQUARE FEET

2. EXISTING SYSTEM(S): SEVERAL SPACES ON THE FIRST FLOOR CONTAIN A 4 PIPE FAN COIL UNIT.

THESE FAN COIL UNITS UTILIZE HOT AND CHILLED WATER, FANS FOR FORCED AIR AND A

CONDENSATE DRAIN. THESE FAN COIL UNITS ARE NEAR THE END OF THERE USEFUL LIFE AND

HAVE BEEN DEEMED ELIGIBLE FOR REPLACEMENT.

3. REMOVALS: SPECIFIED FCU'S SHALL BE DEMOLISHED. THE EXISTING MECHANICAL PIPING SHALL

BE DEMOLISHED BACK TO THEIR RESPECTIVE SHUT-OFF VALVES. THE EXISTING CONDENSATE

DRAIN SHALL BE DEMOLISHED TO DIRECTLY AFTER THE CONDENSATE TRAP. ALL ELECTRICAL

CIRCUITS CONNECTED TO THE FCU SHALL BE DEMOLISHED BACK TO ITS CORRESPONDING

PANEL.

4. NEW SYSTEM(S): NEW SPECIFIED FCU'S SHALL BE INSTALLED IN THE SAME LOCATION(S) AS THE

EXISTING FCU'S. FCU'S SHALL BE CONNECTED TO THE EXISTING HYDRONIC PIPING AT THE

EXTENT OF DEMOLITION AND CONDENSATE DRAIN AT THE EXTENT OF DEMOLITION. NEW

CIRCUITS WILL BE BROUGHT TO EACH UNIT. THE FCU'S WILL BE POWERED FROM PANEL PP-EP1A.

EACH SPACE CONTAINING A FCU SHALL HAVE A DEDICATED THERMOSTAT. THE PROJECT SHALL

IMPLEMENT CONTROLS INTEGRATION INTO THE EXISTING BAS. A TYPICAL SEQUENCE OF

OPERATION AND POINTS LIST SHALL BE SPECIFIED FOR ALL NEW MECHANICAL EQUIPMENT.

SUMMARY OF ENGINEERING CALCULATION AND ANALYSIS

1. THE SCOPE OF ENGINEERING ANALYSIS AND CALCULATIONS INCLUDE: COOLING LOAD

CALCULATIONS, HEATING LOAD CALCULATIONS, VENTILATION CALCULATIONS, CHILLED WATER

HYDRONIC PUMP, PIPING HEATING LOAD CALCULATIONS, VENTILATION CALCULATIONS, CHILLED WATER HYDRONIC PUMP, PIPING AND EQUIPMENT SIZING, HEATING HOT WATER HYDRONIC PUMP

PIPING AND EQUIPMENT SIZING, AND HUMIDIFICATION.

2. TOTAL CONDITIONED AREA: 7114 SQUARE FEET

3. AVERAGE FLOOR TO CEILING HEIGHT: 8 FEET

4. TOTAL CONDITIONED VOLUME: 56912 CUBIC FEET

5. SYSTEM CHILLED WATER DESIGN SUPPLY TEMP AND RETURN TEMP: 45 F/ 55 F

6. SYSTEM CHILLED WATER DESIGN FLOW: 92.6 GPM

7. SYSTEM DESIGN CHILLED WATER CHEMICAL / %: N/A

8. SYSTEM HEATING HOT WATER DESIGN SUPPLY TEMP AND RETURN TEMP: 180 F/ 160 F

9. SYSTEM HEATING HOT WATER DESIGN FLOW: 22 GPM

10. SYSTEM DESIGN HEATING HOT WATER CHEMICAL / %: N/A

11. QUANTITY OF HVAC ZONES: 17 ZONES

MECHANICAL CODE SUMMARY:

1. WHEN MULTIPLE CODES ARE LISTED, THE MOST STRINGENT REQUIREMENTS SHALL BE FOLLOWED.

2. MECHANICAL WORK: VA HVAC DESIGN MANUAL-2017

3. VENTILATION: VA HAVAC DESIGN MANUAL-2017

4. ENERGY CODE: ASHRAE 90.1-2019

5. MECHANICAL EQUIPMENT EFFICIENCY: ASHRAE 90.1-2019. TABLE 6.8.1

6. FAN POWER LIMITATION: ASHRAE 90.1-2019

A. TABLE 6.5.3.1-1: FAN NAMEPLATE HORSEPOWER < DESIGN CFM X 0.0015

B. TABLE 6.5.3.1-1: FAN POWER LIMITATION PRESSURE DROP ADJUSTMENT CREDITS

7. FAN CONTROL: VARIABLE PER ASHRAE 90.1-2019, SECTION 6.5.3.2

8. PUMP CONTROL: VARIABLE PER ASHRAE 90.1-2019, SECTION 6.5.4.2

9. CLIMATE ZONE: (5A)

10. PIPE SUPPORT BRACING: PER TABLE 305.4, 2018 IMC

A. SEISMIC BRACING REQUIRED? NO

B. MAX HORIZONTAL SPACING: STEEL PIPE-12FT; COPPER PIPE-12FT; PVC PIPE-4FT; POLY-2.5FT

C. MAX VERTICAL SPACING: STEEL PIPE-15FT; COPPER-10FT, PVC PIPE-10FT, POLY-10FT

D. ALL OTHER PIPING AND TUBING SEE TABLE 305.4, 2018 IMC

MECHANICAL EQUIPMENT SUPPORTING FUNCTIONAL SPACES

ROOM NO. ROOM NAME VA ROOM CODE

DEDICATED

VAV

PERIMETER

HEAT

EXHAUST

FAN

UNIT

HEATER

FAN COIL

UNIT

PRESSURIZATION

MONITORING NOTES

H-105 CONFERENCE ROOM SALG2: STAFF LOUNGE AND LOCKERS X

H-107 FAMILY ROOM CLHBD: RESIDENT BEDROOM X

H-113 STAFF LOUNGE CLHBD: RESIDENT BEDROOM X

H-117 4 BEDROOM CFR01: CONFERENCE ROOM X

H-119 2 BEDROOM CFR01: CONFERENCE ROOM X

H-120 2 BEDROOM CFR01: CONFERENCE ROOM X

H-123 2 BEDROOM CLHBD: RESIDENT BEDROOM X

H-124 2 BEDROOM CLHBD: RESIDENT BEDROOM X

H-125 SINGLE BEDROOM CLHBD: RESIDENT BEDROOM X

H-126 SINGLE BEDROOM CLHBD: RESIDENT BEDROOM X

H-128 2 BEDROOM CLHBD: RESIDENT BEDROOM X

H-129 DAYROOM CFR01: CONFERENCE ROOM X

H-129 DAYROOM CLNMR: MULTIPURPOSE ROOM X

H-130 2 BEDROOM CLHLR: LIVING ROOM X

H-132 SINGLE BEDROOM CLHBD: RESIDENT BEDROOM X

H-133 SINGLE BEDROOM CLHBD: RESIDENT BEDROOM X

H-135 2 BEDROOM CLHBD: RESIDENT BEDROOM X

H-136 2 BEDROOM CLHBD: RESIDENT BEDROOM X

H-138 4 BEDROOM CLHBD: RESIDENT BEDROOM X

24" X 24" EXHAUST

HOOD.

4 BEDROOM

H-117

2 BEDROOM

H-119

2 BEDROOM

H-120

2 BEDROOM

H-123

2 BEDROOM

H-124

SINGLE

BEDROOM

H-125

SINGLE

BEDROOM

H-126

2 BEDROOM

H-128

DAYROOM

H-129

2 BEDROOM

H-130

SINGLE

BEDROOM

H-132

SINGLE

BEDROOM

H-133

2 BEDROOM

H-135

2 BEDROOM

H-136

4 BEDROOM

H-138

CONFERENCE

ROOM

H-105

FAMILY ROOM

H-107

STAFF LOUNGE

H-113

ELECT. CL.

H-137

MECH. EQUIP

ROOM

H-103

EQPM. CLOSET

H-118

STORAGE

H-146

CLEAN UTIL.

STORAGE

H-116

TOILET

H-117A

BATH

H-119A

BATH

H-120A

BATH

H-123A

BATH

H-124A

BATH

H-125A

BATH

H-126A

WC STOR.

H-127

TOILET

H-128A

STOR.

H-131

TOILET

H-130A

BATH

H-132A

BATH

H-133A

BATH

H-135A

BATH

H-136A

TOILET

H-138A DATA CLOSET

H-139

LOUNGE

H-100

ELEVATOR

LOBBY

C1-01

ELEVATOR

ELEVATOR

CLEAN LINEN

H-101

TOILET

H-105A

TOILET

H-107A

FEMALE

LOCKERS

H-114

TOILET

H-114A

SHOWER

H-114B

TOILET

H-115B

SHOWER

H-115

DIST SUPPLY CL.

H-143

BATHROOM

H-142

OFFICE

H-111

STORAGE

H-109

TOILET

H-108

NUTRITION ROOM

H-110

MED ROOM

H-112

OFFICE

H-106A

OFFICE

H-106

SOILED UTILITY

H-104 WHEEL CHAIR

STORAGE

H-102

E.M.S. CL

H-141

STORAGE

H-140

1 1 1 1 11 1

30-MINUTE SMOKE BARRIER

2-HR FIRE BARRIER

FIRST FLOOR KEY PLAN

105063

ST

ATE

OF NEW YORK

MA

T TH

EW LLOYD

LICENSED PROFESSIONAL

EN

GI

NE

ER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

REPLACE FAN COIL UNITS

CASTLE POINT VAMC, WAPPINGERS FALLS, NEW YORK

620A4-19-203

15H

08/25/2023 MPL AMR

10/5/2022

BI

M

VA

-2

R ep la ce

F an

C oi l U ni ts /R ep la ce F an C oi l U ni ts

.rv t

4/ 4/

:4

9:

P M

MD101

MECHANICAL 1ST FLOOR

DEMOLITION PLAN

1/8" = 1'-0"1 MECHANICALDEMOLITION PLAN

MECHANICAL DEMOLITION NOTES

1. ALL AREAS OF THE BUILDING AFFECTED BY MECHANICAL DEMOLITION WORK SHALL BE PATCHED AND

REPAIRED TO MATCH ADJACENT FINAL FINISHES. THE REPAIR WORK SHALL BE DONE TO THE

OWNER'S SATISFACTION.

2. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT

REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

3. REMOVE ALL EXISTING MECHANICAL SYSTEM COMPONENTS, MATERIALS , APPARATUS, AND

APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING CONTRACT

DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO

EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

4. THE DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF

PERSONNEL, CAREFUL REMOVAL AND OTHER DISPOSITION OF MATERIALS SPECIFIED TO BE

SALVAGED. PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER

WORK IN PROGRESS, AND TIMELY DISCONNECTION OF UTILITY SERVICES.

5. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED, OR TEMPORARILY REMOVED AND

REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH

SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT

BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK

REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND

REPLACE EXISTING WORK FOR INSTALLATION OF ELECTRICAL WORK.

6. A PRE-TAB SHALL BE CONDUCTED TO MEASURE THE FOLLOWING: SERVICEABILITY OF ALL ISOLATION VALVES SERVING FAN COIL UNITS AND RELEVANT HOT AND CHILLED WATER LOOPS, LOOP FLOW OF CHW AND HW WITH FAN COIL UNITS AT MAX FLOW, FLOW OF CHW AND HW AT EACH FAN COIL UNIT WITH FAN COIL UNITS AT MAX FLOW, EWT AND LWT FOR CHW AND HW LOOPS, % GLYCOL, LOCATION OF HYDRONIC PUMPS AND PUMP RATINGS SERVING EACH LOOP, AND DP AND FLOW MEASUREMENTS

ACROSS HYDRONIC PUMPS SERVING EACH LOOP.

KEYED NOTES

EXISTING 4-PIPE FAN COIL UNIT TO BE DEMOLISHED. DEMOLITION SHALL INCLUDE REMOVAL

OF FAN COIL UNITS, HYDRONIC HEATING AND CHILLED WATER PIPING DOWN TO ISOLATION

VALVES IN BASEMENT, CONDENSATE DRAIN PIPING DOWN TO BASEMENT, AND UNIT

CONTROLS (INCLUDING CONTROL VALVE AND SPACE THERMOSTAT). CONTRACTOR SHALL

BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY PROVISIONS, IF NECESSARY, IN

ORDER TO ISOLATE THE SYSTEM AND PERFORM WORK. ALL ISOLATION VALVES WITHIN

BOUNDARY OF WORK SHALL BE REPLACED WITH NEW BALL VALVES.

CH

D

ELEVATOR

ELEVATOR

CHIEF

OFFICE

046I

OCCUPATIONAL

THERAPY

EMPLOYEE FITNESS AND

WELLNESS CENTER

H-047

EDUCATION

OFFICE

H-047A

OFFICE

H-048

DATA-TELE

CL.

H-04

E.M .S.

CLO

SET

H-05

ELE

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AL

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H-05

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H-05

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MECHANIC

AL

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H-05

MECHANIC

AL

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H-05

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H-046

ADL

KITCHEN

H-046G

SPLINT

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H-046F

CORRID

OR

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H-001

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H-043

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H-044

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AREA

H-026A

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OFFICES

H-046D

KT OFFICE

H-046E

NEW

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H-046C

TOILET

H-046A

TOILET

VACANT

H-045

AGENT

CASHIER

H-042

TRAVEL

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H-041

TOILET

H-046B

STARBUCK'S

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H-040 OFFIC

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H-02 4A

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H-02 4B

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H-02 4C

OFFIC

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SUPPORT

H-02

SWIN

G

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H-02 4D

VESTIBULE

CB-03A

MAIN

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CB-03

DINING

H-026

FOOD

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E H-02

KITCHEN

H-03

FOOD

STORAGE

H-03

1A

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H-03 1B

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H-02

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H-034A

ELE

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H-03

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H-034

RETAIL

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H-033

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H-035

STARBUCK'S

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ROOM

H-032

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PASSAGE

CB-05

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CB-02

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CB-06

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CB-04

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046H

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AREA

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H-046J

PT

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H-046D1

Rehab. Entry

VESTIBULE

H02

GENERAL

ISOLA

TIO

N H01

2G

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H01 2H

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H01 2I

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3/4"ø D 3/4"ø HWR 3/4"ø HWS

1"ø CHR 1"ø CHS

3/4"ø D 3/4"ø HWR 3/4"ø HWS

1"ø CHR 1"ø CHS

3/4"ø D 3/4"ø HWR 3/4"ø HWS

1"ø CHR 1"ø CHS

3/4"ø D 3/4"ø HWR 3/4"ø HWS

1 1/4"ø CHR 1 1/4"ø CHS

C H

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1"ø CHS 1"ø CHR 3/4"ø HWS 3/4"ø HWR 3/4"ø D

1"ø CHS 1"ø CHR 3/4"ø HWS 3/4"ø HWR 3/4"ø D

3/4"ø D 3/4"ø HWR 3/4"ø HWS

1 1/4"ø CHR 1 1/4"ø CHS

1 1/4"ø CHS 1 1/4"ø CHR

3/4"ø HWS 3/4"ø HWR

3/4"ø D

1"ø CHS 1"ø CHR

3/4"ø HWS 3/4"ø HWR

3/4"ø D

C H

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3/4"ø D

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3/4"ø D

1"ø CHS 1"ø CHR

3/4"ø HWS 3/4"ø HWR

3/4"ø D

1"ø CHR 1"ø CHS

3/4"ø HWS 3/4"ø HWR

3/4"ø D

1"ø CHR 1"ø CHS

3/4"ø HWS 3/4"ø HWR

3/4"ø D

1"ø CHR 1"ø CHS

3/4"ø HWS 3/4"ø HWR

3/4"ø D

C H

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H S

H W

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CHR

CHS

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S

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S

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1"ø CHR

1"ø CHR

1"ø CHR

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S H

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3/4"ø D 3/4"ø HWR 3/4"ø HWS 1"ø CHR 1"ø CHS

3/4"ø D 3/4"ø HWR 3/4"ø HWS 1"ø CHR 1"ø CHS

30-MINUTE SMOKE BARRIER

2-HR FIRE BARRIER

CV-2

CV-1

11111

BASEMENT KEY PLAN

105063

ST

ATE

OF NEW YORK

MA

T TH

EW LLOYD

LICENSED PROFESSIONAL

EN

GI

NE

ER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

REPLACE FAN COIL UNITS

CASTLE POINT VAMC, WAPPINGERS FALLS, NEW YORK

620A4-19-203

15H

08/25/2023 MPL AMR

10/5/2022

BI

M

VA

-2

R ep la ce

F an

C oi l U ni ts /R ep la ce F an C oi l U ni ts

.rv t

4/ 4/

:4

8:

P M

M-101

MECHANICAL BASEMENT NEW

WORK PLAN

1/8" = 1'-0"1 MECHANICAL PLAN BASEMENT

MECHANICAL NOTES

1. ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND STATE

REGULATIONS FOR THE STATE OF NEW YORK.

2. DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE WORK. ALL SYSTEMS SHALL

FOLLOW ARRANGEMENT AS MUCH AS POSSIBLE, HOWEVER, ACTUAL FIELD CONDITIONS SHALL

DICTATE. PROVIDE NECESSARY MODIFICATIONS TO MEET FIELD CONDITIONS AND AVOID

CONFLICT WITH OTHER IF RESOLUTION CANNOT BE REACHED WITHOUT COMPROMISING THE

DESIGN, THESE CONFLICTS SHALL BE PRESENTED TO THE ENGINEER FOR RESOLUTION. IN

CONFLICT AREAS, COMPLETE ONLY WORK NOT AFFECTED BY THE CONFLICT PRIOR TO

RESOLUTION.

3. CONNECTIONS TO EQUIPMENT SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS.

4. ALL HANGER SYSTEMS FOR PIPING AND EQUIPMENT SHALL BE SECURED TO BUILDING

STRUCTURAL SYSTEM.

KEYED NOTES

1 CHILLED/HOT WATER SUPPLY/RETURN AND SANITARY PIPES UP THROUGH FLOOR SHALL CONNECT ALL TO NEW FAN COIL UNIT. INSTALL NEW ISOLATION VALVES ON CWS, CWR, HWS, AND HWR LINES

CONNECTING TO NEW FAN COIL UNITS. REFER TO SHEET M-501 FOR CONNECTION DETAILS.

2 EXISTING CHILLED WATER CONTROL VALVE SHALL BE REPLACED WITH NEW ENERGY METERING CONTROL VALVE. REFER TO SCHEDULE ON DRAWING SHEET M-601 FOR ADDITIONAL INFORMATION.

Revisions: Date:

ADDENDUM 01 4/4/2024

3 INSTALL THERMOWELL ON SUPPLY PIPING FOR INSTALLATION OF ENERGY METERING CONTROL VALVE

MANUFACTURER PROVIDED TEMPERATURE PROBE.

4 BEDROOM

H-117

2 BEDROOM

H-119

2 BEDROOM

H-120

2 BEDROOM

H-123

2 BEDROOM

H-124

SINGLE

BEDROOM

H-125

SINGLE

BEDROOM

H-126

2 BEDROOM

H-128

DAYROOM

H-129

2 BEDROOM

H-130

SINGLE

BEDROOM

H-132

SINGLE

BEDROOM

H-133

2 BEDROOM

H-135

2 BEDROOM

H-136

4 BEDROOM

H-138

CONFERENCE

ROOM

H-105

FAMILY ROOM

H-107

STAFF LOUNGE

H-113

ELECT. CL.

H-137

MECH. EQUIP

ROOM

H-103

EQPM. CLOSET

H-118

T

T

T

T

T

T

T

T

T

T T T T T T

T

T

T

STORAGE

H-146

CLEAN UTIL.

STORAGE

H-116

TOILET

H-117A

BATH

H-119A

BATH

H-120A

BATH

H-123A

BATH

H-124A

BATH

H-125A

BATH

H-126A

WC STOR.

H-127

TOILET

H-128A

STOR.

H-131

TOILET

H-130A

BATH

H-132A

BATH

H-133A

BATH

H-135A

BATH

H-136A

TOILET

H-138A DATA CLOSET

H-139

LOUNGE

H-100

ELEVATOR

LOBBY

C1-01

ELEVATOR

ELEVATOR

CLEAN LINEN

H-101

TOILET

H-105A

TOILET

H-107A

FEMALE

LOCKERS

H-114

TOILET

H-114A

SHOWER

H-114B

MALE LOCKERS

H-115A

TOILET

H-115B

SHOWER

H-115

DIST SUPPLY CL.

H-143

BATHROOM

H-142

OFFICE

H-111

STORAGE

H-109

TOILET

H-108

NUTRITION ROOM

H-110

MED ROOM

H-112

OFFICE

H-106A

OFFICE

H-106

SOILED UTILITY

H-104 WHEEL CHAIR

STORAGE

H-102

E.M.S. CL

H-141

STORAGE

H-140

FCU

FCU6

FCU6

FC

U6

FC

U6

FC

U6

FC

U6

FC

U6

FC

U6

FC

U6

FC

U8

FC

U

FCU

FCU

FCU

FCU

FCU

FCU

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15H-FCU-4

15H-FCU-5

15H-FCU-6

15H-FCU-7

15H-FCU-8

15H-FCU-9

15H-FCU-10

15H-FCU-11

15H-FCU-12

15H-FCU-13 15H-FCU-14 15H-FCU-15 15H-FCU-16 15H-FCU-17 15H-FCU-18 15H-FCU-19

15H-FCU-2

15H-FCU-3

15H-FCU-1

1 1

30-MINUTE SMOKE BARRIER

2-HR FIRE BARRIER

FIRST FLOOR KEY PLAN

105063

ST

ATE

OF NEW YORK

MA

T TH

EW LLOYD

LICENSED PROFESSIONAL

EN

GI

NE

ER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827…

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