S02 36C24624B0008 Attachment II - Chilled Water System Drawings (May 2023).pdf

N

100% CONSTRUCTION DOCUMENTS

U.S. Department of Veterans Affairs

Replace and Upgrade Chilled Water System

1100 Tunnel Rd, Asheville, NC 28805

Project Name:

Project Address:

BUILDING 47

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

NTS

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COVER PAGE

G-001HL QN

DRAWING INDEX

G-001 COVER PAGE

G-002 NOTES, SYMBOLS & ABBREVIATION

ICRA-00 ICRA GENERAL REQUIREMENTS

ICRA-01 SUB BASEMENT - ICRA

ICRA-02 BASEMENT ICRA

ICRA-03 LEVEL 1 - ICRA

ICRA-04 LEVEL 2 - ICRA

ICRA-05 LEVEL 3 - ICRA

ICRA-06 LEVEL 4 - ICRA

ICRA-07 LEVEL 5 - ICRA

ICRA-08 PENTHOUSE - ICRA

AE-101 BASEMENT ARCHITECTURAL - DEMOLITION & NEW WORK

AE-102 LEVEL 1 ARCHITECTURAL - DEMOLITION & NEW WORK

AE-103 LEVEL 2 ARCHITECTURAL - DEMOLITION & NEW WORK

AE-104 LEVEL 3 ARCHITECTURAL - DEMOLITION & NEW WORK

AE-105 LEVEL 4 ARCHITECTURAL - DEMOLITION & NEW WORK

AE-106 LEVEL 5 ARCHITECTURAL - DEMOLITION & NEW WORK

AE-107 PENTHOUSE ARCHITECTURAL - DEMOLITION & NEW WORK

AE-201 WALL DETAILS

ME-100 SUB BASEMENT - EXISTING CONDITIONS

ME-101 BASEMENT - EXISTING CONDITIONS

ME-102 CHILLER PLANT PIPING - EXISTING CONDITIONS

ME-103 LEVEL 1 - EXISTING CONDITIONS

ME-104 LEVEL 2 / LOW ROOF - EXISTING CONDITIONS

ME-105 LEVEL 3 - EXISTING CONDITIONS

ME-106 LEVEL 4 - EXISTING CONDITIONS

ME-107 LEVEL 5 - EXISTING CONDITIONS

ME-108 MECH PENTHOUSE - EXISITNG CONDITIONS

MD-100 SUB BASEMENT - DEMOLITION

MD-101 BASEMENT - DEMOLITION

MD-102 CHILLER PLANT PIPING - DEMOLITION

MD-103 LEVEL 1 - DEMOLITION

MD-104 LEVEL 2 / LOW ROOF - DEMOLITION

MD-105 LEVEL 3 - DEMOLITION

MD-106 LEVEL 4 - DEMOLITION

MD-107 LEVEL 5 - DEMOLITION

MD-108 PENTHOUSE - DEMOLITION

MH-100 SUB BASEMENT - NEW WORK

MH-101 BASEMENT - NEW WORK

MH-102 CHILLER PLANT PIPING - NEW WORK

MH-103 LEVEL 1 - NEW WORK

MH-104 LEVEL 2 - NEW WORK

MH-105 LEVEL 3 - NEW WORK

MH-106 LEVEL 4 - NEW WORK

MH-107 LEVEL 5 - NEW WORK

MH-108 PENTHOUSE - NEW WORK

MI-101 MECHANICAL DETAILS

MI-102 MECHANICAL DETAILS

MID-201 RISER DIAGRAM - DEMOLITION

MI-201 RISER DIAGRAM - NEW

MI-301 MECHANICAL CONTROLS AND SCHEDULES

Revisions: Date:

GENERAL NOTES

APPLICABLE CODES

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY ASHRAE 62.1 2016

VENTILATION OF HEALTH CARE FACILITIES ASHRAE 170 2013

VA MECHANICAL DESIGN GUIDE 2017

ASHRAE 90.1 – 2021

VA SEISMIC DESIGN REQUIREMENTS H-18-8 2013

VA MASTER SPECIFICATIONS

1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER THE

DISCREPANCIES HAVE BEEN RESOLVED BY THE CONTRACTING OFFICER IN ACCORDANCE WITH PARAGRAPH 1.7 OF

2. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SYSTEMS AND SURFACES INDICATED TO REMAIN.

ALL DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS APPROVED BY

THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL PROVIDE BARRICADES AT ALL WORK AREAS TO PREVENT PERSONNEL FROM ENTERING AREAS

OF WORK, UNO.

4. AT THE END OF EACH DAY, CONTRACTOR SHALL CLEAN AND REMOVE WASTE FROM THE WORK AREA(S). THERE WILL BE

NO EXCEPTION TO THE DAILY CLEAN UP REQUIREMENT. STORING CONSTRUCTION WASTE NEAR A STORAGE TRAILER IS

NOT PERMITTED.

5. DIMENSIONS OF ALL REPLACEMENT MATERIALS SHOULD REFER TO THE EXISTING MATERIALS AND TRY TO MATCH AS

CLOSE AS POSSIBLE, UNO.

6. ROOM NUMBERS INDICATED ON PLANS ARE FOR REFERENCE AND COORDINATION OF THESE DOCUMENTS ONLY.

7. PRODUCTS IDENTIFIED AS BASIS OF DESIGN (BOD) ARE NOT REQUIRED. PRODUCTS MAY BE INCLUDED BUT ARE NOT

LIMITED TO THE BOD, AN APPROVED EQUAL PRODUCT WILL BE PERMITTED.

8. WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR JOB SAFETY, CONSTRUCTION PROCEDURES, COORDINATION OF THEIR WORK WITH

OTHER TRADES AND ON-SITE SECURITY.

10. MINOR DETAILS OR INCIDENTAL ITEMS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR A PROPER AND COMPLETE

INSTALLATION SHALL BE INCLUDED AS REQUIRED.

11. CONTRACTOR SHALL MAINTAIN EGRESS PATHS FOR BUILDING OCCUPANTS AT ALL TIMES.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH ARE REQUIRED FOR THE

SATISFACTORY COMPLETION OF WORK.

13. THE CONTRACTOR SHALL COORDINATE THE TIMING AND SEQUENCE OF WORK WITH THE CONTRACTING OFFICER, GOVERNMENT EMPLOYEES AND BUILDING TENANTS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL AND/OR RECYCLING OF ALL DEMOLITION

MATERIALS UNLESS NOTED TO SALVAGE AND TURN OVER TO THE GOVERNMENT FOR REUSE OR RELOCATION.

15. EXECUTE WORK IN A CAREFUL AND ORDERLY MANNER WITH LEAST POSSIBLE DISTURBANCE TO THE PUBLIC AND

BUILDING OCCUPANTS.

16. WHERE ALTERATIONS OCCUR, OR NEW AND OLD WORK JOIN, CUT, REMOVE, PATCH, REPAIR OR REFINISH TO ADJACENT

SURFACES AND LEAVE IN AS GOOD CONDITION AS EXISTED PRIOR TO COMMENCING WORK.

17. HOT WORK PERMITS (WELDING, BRAZING, SOLDERING, TORCH CUTTING, ETC.) SHALL BE OBTAINED DAILY THROUGH THE

COR.

18. ALL WORK TO BE DONE OFF HOUR SHALL BE COORDINATE AND SCHEDULE WITH THE COR, GOVERNMENT EMPLOYEES

AND BUILDING TENANTS.

DRAWING SYMBOLS

AC-3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

EQUIPMENT NUMBER (3)

EQUIPMENT ABBREVIATION (AC)

DRAWING NUMBER WHERE DRAWN

H4

H7

A

VALVE SYMBOLS

PLUG VALVE

HOT WATER

RH

SCH

SH

TH

PS

RC

RISER CLAMP (TYPE 42)*

FLOOR-SUPPORTED PIPE STAND

CLEVIS-TYPE HANGER

VARIABLE SPRING-TYPE HANGER (TYPE 51)*

ROLLER-TYPE HANGER

TO TRAPEZE EXCEPT WHERE RH ARE INDICATED)

SPRING CUSHION-TYPE HANGER (TYPE 48 OR 49)*

WB

CSH

SS

SLIDING SUPPORTS (TYPE 35)*

CONSTANT SUPPORT HANGER (TYPE 54, 55, 56)*

WALL BRACKET (TYPE 31, 32, 33)*

QUICK-COUPLE HOSE CONNECTOR

BALL VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC BALANCING CONTROL VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

THREE-WAY TWO POSITION CONTROL VALVE

FLEXIBLE CONNECTION

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

WYE STRAINER WITH VALVED DRAIN AND

QUICK-COUPLE HOSE CONNECTOR

WYE STRAINER (WITH BALL VALVE & HOSE

CONNECTION)

VENT LINE

PRIMARY CHILLED WATER SUPPLY

PRIMARY CHILLED WATER RETURN

DRAIN LINE

V

PCHWR

PCHWS

D

PIPING SYMBOLS

HW

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

VENTURI FLOW METER

PIPE UP

PIPE DOWN

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

AV

MANUAL AIR VENTMV

SECONDARY CHILLED WATER SUPPLY

SECONDARY CHILLED WATER RETURNSCHWR

SCHWS

ABBREVIATIONS

AC AIR CONDITIONING

A/E ARCHITECT / ENGINEER

ACCH AIR COOLED CHILLER

ACV AUTOMATIC CONTROL VALVE

APD AIR PRESSURE DROP

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEES

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CC CIRCUIT SETTER

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CH CHILLER

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

COR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

CP CONDENSATE PUMP

CS CONDENSATE STORAGE TANK

CT COOLING TOWER

CU CONDENSING UNIT

CV CONSTANT VOLUME

CWCC CHILLED WATER COOLING COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN (TO

COOLING TOWER)

CWS CONDENSER WATER SUPPLY (FROM

COOLING TOWER)

DEG DEGREE

DIA DIAMETER

DX DIRECT EXPANSION

EER ENERGY EFFICIENCY RATIO

EJ EXPANSION JOINT

ENT ENTERING

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

FD FLOOR DRAIN

FM FLOW METER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOW SWITCH

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

L

HP HORSEPOWER

HSTAT HUMIDISTAT

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

IN INCHES

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

J INTENTIALLY LEFT BLANK

kPa KILOPASCAL

KW KILOWATT

KWH KILOWATT HOUR

L LITER

L/h LITERS PER HOUR (or LITERS/HOUR) L/m LITERS PER MINUTE (or LITERS/MINUTE) L/s LITERS PER SECOND (or LITERS/SECOND)

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LVG LEAVING

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/S METERS PER SECOND (OR METERS/SECOND)

MAX MAXIMUM

MBH 1,000 BTUH

MER MECHANICAL EQUIPMENT ROOM

MIN MINIMUM

MM MILLIMETER

NA NOT APPLICABLE

NOM NOMINAL

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NTS NOT TO SCALE

P PUMP

Pa PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PG PRESSURE GAGE

PGW PROPYLENE GLYCOL-WATER (SOLUTION)

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE) STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

RCCH REMOTE CONDENSER CHILLER

RCU RECIPROCATING CHILLER UNIT

RPM REVOLUTIONS PER MINUTE

SCFM STANDARD CUBIC FEET PER MINUTE

SI SQUARE INCHES

SQ FT SQUARE FOOT (FEET)

SST START/STOP

STS STATUS

ABBREVIATIONS CONTINUED

T&PCV TEMPERATURE AND PRESSURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TP TRAP

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNIT COOLER

UNO UNLESS NOTED OTHERWISE

V VALVE

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VPS VARIABLE PRIMARY SYSTEM

VSD VARIABLE SPEED DRIVE

W WATTS

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLED CONDENSING UNIT

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

YR YEAR

CONNECT TO EXISTING

LIMIT OF DEMOLITION

EXISTING PIPE TO BE DEMOLISHED

EXISTING

NEW WORK

PIPE LEGEND

19. ALL PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN A FURRED CHASE OR ABOVE HARD SUSPENDED

CEILING, OR ACOUSTICAL CEILING UNLESS OTHERWISE NOTED.

20. ACCESS PANELS IN HARD SUSPENDED CEILINGS ARE REQUIRED FOR ALL VALVES CLEANOUTS, CONTROLS, ETC. ACCESS PANELS SHALL BE FURNISHED AND INSTALLED UNDER THE ARCHITECTURAL SPECIFICATIONS. COORDINATE LOCATION

WITH MECHANICAL INSTALLATION AND DEMONSTRATE ACCESS TO EQUIPMENT SERVED.

21. FOR TYPICAL WATER PIPING CONNECTIONS TO EQUIPMENT, SEE STANDARD EQUIPMENT DETAILS.

22. WATER PIPE CONNECTIONS TO AIR HEATING AND COOLING COILS SHALL BE MADE TO PROVIDE COUNTER FLOW

BETWEEN WATER AND AIR.

23. SEISMIC PROVISIONS REQUIRED - SEE SPECS

THE CONTRACTOR SHALL PROVIDE SEISMIC DESIGN AND CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER AND

SUBMIT TO THE A/E FOR REVIEW AND APPROVAL.

24. ALL PRESSURES LISTED ARE GAUGE PRESSURE UNLESS OTHERWISE NOTED.

25. THE CONTRACTOR SHALL MEASURE CHILLED WATER FLOW RATE OF THE ENTIRE SECONDARY CHILLED WATER SYSTEM

IN BUILDING 47 BEFORE CONSTRUCTION AND SUBMIT TAB REPORT FOR REVIEW.

28. THE ROOF SYSTEM IS BUILT BY CARLISLE AND CURRENTLY UNDER WARRANTY. CONTRACTOR SHALL CONSULT WITH THE

ROOF MANUFACTURER AND USE THEIR RECOMMENDED TECHNIQUE TO MAINTAIN ROOF WARRANTY.

TEMPERATURE TRANSMITTER

PRESSURE DIFFERENTIAL TRANSMITTERPDT

T

DRAIN VALVE

SPECFICATION SECTION 01 00 00.

WALL/PARTITION TO BE DEMOLISHED

SYMBOLS LEGEND

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

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NOTES, SYMBOLS & ABBREVIATION

G-002HL QNRevisions: Date:

NON-INVASIVE ACTIVITIES, INCLUDING, BUT NOT LIMITED TO:

A. REMOVAL OF CEILING TILES WHERE NO DUST OR ASBESTOS IS EXPECTED

B. PAINTING, BUT NOT SANDING

C. WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR

REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION SMALL SCALE, SHORT

DURATION ACTIVITIES WHICH CREATE MINIMAL DUST, INCLUDING BUT NOT LIMITED TO: A. INSTALLATION OF ELECTRICAL, PLUMBING, HVAC, TELEPHONE AND COMPUTER CABLING

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST, INCLUDING BUT NOT LIMITED TO:

A. INSTALLATION OF ELECTRICAL, PLUMBING, HVAC, TELEPHONE AND COMPUTER CABLING

B. ACCESS TO CHASE SPACES WHERE ASBESTOS IS NOT PRESENT

C. CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED.

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED

BUILDING COMPONENTS OR ASSEMBLIES, INCLUDING BUT NOT LIMITED TO:

A. SANDING OF SURFACES FOR PAINTING OR WALL COVERING

B. REMOVAL OF FLOOR COVERINGS, CEILING TILES, AND CASEWORK

C. NEW WALL CONSTRUCTION

D. MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS

E. MAJOR CABLING ACTIVITIES

F. ANY TYPE A, B OR C ACTIVITY THAT CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS, INCLUDING BUT NOT LIMITED TO:

A. ACTIVITIES REQUIRING HEAVY DEMOLITION OR REMOVAL OF A COMPLETE UTILITY OR CABLING SYSTEM

B. NEW CONSTRUCTION AND RENOVATION.

C. FRIABLE ASBESTOS AND MOLD ABATEMENT PROJECTS.

A

B

C

D

IDENTIFY THE PATIENT RISK GROUP THAT WILL BE AFFECTED. IF MORE THAN ONE RISK GROUP WILL BE AFFECTED, SELECT THE HIGHER GROUP. FOR ALL CONSTRUCTION

CLASSES, PATIENTS MUST BE REMOVED FROM THE ROOM WHILE WORK IS PERFORMED.

LOW MEDIUM HIGH HIGHEST RISK

ALL OUTPATIENT CLINICS,

OFFICES AREAS,

ADMINISTRATIVE AND

INDUSTRIAL

SPACES.

ALL NON-CRITICAL INPATIENT

AREAS. CARDIOLOGY,

ECHOCARDIOGRAPHY,

ENDOSCOPY, NUCLEAR

MEDICINE, REHABILITATION

MEDICINE, RADIOLOGY, MRI,

RESPIRATORY THERAPY,

DRY RESEARCH LABS.

DOU, EMERGENCY ROOM,

CLINICAL LABORATORY,

WET LAB RESEARCH,

AMBULATORY SURGERY,

PHARMACY, SURGICAL

AND MEDICAL INPATIENT

BEDS, PROCEDURE

CENTER.

IMMUNOCOMPROMISED

PATIENT AREA, CATH LAB,

SPD, ICU, OCCUPIED,

NEGATIVE PRESSURE

ROOMS, PACU OPERATING

ROOMS.

PATIENT RISK GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK I II III V

MEDIUM RISK I II IV V

HIGH RISK I II IV V

HIGHEST RISK II III V V

STEP 1. USE THE FOLLOWING CHART TO IDENTIFY THE TYPE OF CONSTRUCTION PROJECT ACTIVITY (A-D)

STEP 2. USING THE FOLLOWING TABLE, IDENTIFY THE PATIENT RISK GROUP THAT WILL BE AFFECTED.

IF MORE THAN ONE GROUP IS AFFECTED, SELECT THE HIGHER RISK GROUP

STEP 3. MATCH THE PATIENT RISK GROUP WITH THE PLANNED CONSTRUCTION PROJECT TYPE (A, B, C, D) ON THE FOLLOWING MATRIX, TO FIND THE CLASS OF PRECAUTIONS (I, II, III, IV, V) OR LEVEL OF INFECTION CONTROL

ACTIVITIES REQUIRED.

IS IT LIKELY THE CONTRACTOR'S STAFF WILL BE PLACED AT RISK FOR INFECTION WITH TUBERCULOSIS? YES_______NO________

IS IT LIKELY THERE WILL BE PHYSICAL DISRUPTION OF THE WATER SYSTEM/LINES DURING ACTIVITY? YES_______NO________

ASHEVILLE VA MEDICAL CENTER

INFECTION CONTROL RISK ASSESSMENT (ICRA)

PROJECT #:

PROJECT NAME:

DATE:

CLASS DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

CLASS I

CLASS II

CLASS III

CLASS IV

CLASS V

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE CEILING TILE IF DISPLACED.

1. HIGH RISK PATIENTS MUST REMAIN OUT OF ROOM FOR ONE

HOUR AFTER COMPLETION OF WORK AND CLEANUP.

2. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST.

3. IMMEDIATELY REPLACE CEILING TILE IF DISPLACED.

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST.

2. IMMEDIATELY REPLACE CEILING TILE IF DISPLACED

3. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

4. WATER-MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

5. SEAL UNUSED DOORS WITH DUCT TAPE.

6. ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED TO PREVENT CONTAMINATION OF DUCT SYSTEM.

7. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

8. COVER CONSTRUCTION WASTE BEFORE TRANSPORT IN

COVERED CONTAINERS

1. INSTALL PLASTIC DUST BARRIERS TO SEAL AREA FROM

NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD

(CART WITH PLASTIC COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO

EXIT) BEFORE CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED TO PREVENT CONTAMINATION OF DUCT SYSTEM.

3. MAINTAIN NEGATIVE PRESSURE WITHIN WORK SITE UTILIZING

HEPA EQUIPPED AIR FILTRATION UNITS.

4. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

5. COVER CONSTRUCTION WASTE BEFORE TRANSPORT IN

COVERED CONTAINERS.

6. 6. ALL WORK ASSOCIATED WITH A MAJOR PROJECT THAT HAS

AN APPROVED ICRA AUTHORIZATION FORM WILL BE ASSESSED

ON AN INDIVIDUAL BASIS.

1. CONSTRUCT GYPSUM BOARD/METAL STUD DUST PARTITION,

EXTEND AND SEAL TO CEILING.

2. ISOLATE HVAC SYSTEM WITHIN WORK AREAS TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

3. SEAL DOORS OPENING TO ADJACENT AREAS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL HVAC REGISTERS, GRILLS AND ANY

OPENINGS IN DUCTWORK TO REMAIN.

5. MAINTAIN NEGATIVE PRESSURE WITHIN WORK SITE UTILIZING

HEPA EQUIPPED AIR FILTRATION UNITS.

6. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

7. COVER CONSTRUCTION WASTE BEFORE TRANSPORT IN

COVERED AND SEALED CONTAINERS. BIOHAZARDS TO BE

DOUBLE BAGGED.

8. ALL WORK ASSOCIATED WITH A MAJOR PROJECT THAT HAS AN

APPROVED ICRA AUTHORIZATION FORM WILL BE ASSESSED ON

AN INDIVIDUAL BASIS.

1. REMOVE ALL VISIBLE DEBRIS WITH A WET

TOWEL AND/OR MOP.

2. HOUSEKEEPING TO WIPE WORK SURFACES

AND FLOORS WITH DISINFECTANT.

1. COVER CONSTRUCTION WASTE BEFORE

TRANSPORT IN COVERED CONTAINERS.

2. WET MOP AND/OR VACUUM WITH HEPA

FILTERED VACUUM BEFORE LEAVING WORK

AREA.

3. OPEN PREVIOUSLY SEALED HVAC REGISTERS

AND GRILLS.

4. HOUSEKEEPING TO WIPE WORK SURFACES

AND FLOORS WITH DISINFECTANT.

1. COVER CONSTRUCTION WASTE BEFORE

TRANSPORT IN COVERED CONTAINERS.

2. WET MOP AND VACUUM WITH HEPA FILTERED

VACUUM.

3. DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL A HEALTH SYSTEM RESPONSIBLE

PERSON INSPECTS COMPLETED PROJECT.

4. REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREAD OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

5. WET MOP AND VACUUM WITH HEPA FILTERED

VACUUM BEFORE LEAVING WORK AREA.

6. REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK WAS BEING

PERFORMED.

7. HOUSEKEEPING TO WIPE WORK SURFACES

AND FLOORS WITH DISINFECTANT.

1. COVER CONSTRUCTION WASTE BEFORE

TRANSPORT IN COVERED CONTAINERS.

2. WET MOP AND VACUUM WITH HEPA FILTERED

VACUUM.

3. DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL A HEALTH SYSTEM RESPONSIBLE

PERSON INSPECTS COMPLETED PROJECT.

4. REMOVE BARRIER MATERIALS CAREFULLY TO

MINIMIZE SPREAD OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

5. WET MOP AND VACUUM WITH HEPA FILTERED

VACUUM BEFORE LEAVING WORK AREA.

6. REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK WAS BEING

PERFORMED.

7. HOUSEKEEPING TO WIPE WORK SURFACES

AND FLOORS WITH DISINFECTANT.

CLASS OF PRECAUTIONS:____________________________________________________

COR SIGNATURE

CHIEF FES SIGNATURE:

SAFETY OFFICER SIGNATURE:

INFECTION PREVENTION PRACTITIONER SIGNATURE:

DATE

DATE

DATE

DATE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN CONSTRUCTION ACTIVITY AND RISK LEVEL THAT CLASS III OR

CLASS IV CONTROL PROCEDURES ARE NECESSARY, WHEN DISRUPTION IN THE WATER LINES IS A PLANNED PART OF THE ACTIVITY

(BEYOND WATER NOT BEING USED FOR A PERIOD OF TIME) OR WHEN IT IS LIKELY CONTRACTOR STAFF WILL BE EXPOSED TO A

PATIENT WITH POSSIBLE TUBERCULOSIS.

BUILDING:

CONTRACTOR:

PROJECT NAME:

PROJECT MANGER:

THE INFECTION CONTROL RISK ASSESSMENT IS USED TO ANALYZE AREAS WHERE WORK IS TO

OCCUR.

1. IDENTIFY THE TYPE OF CONSTRUCTION PROJECT ACTIVITY.

2. IDENTIFY THE PATIENT RISK GROUPS THAT WILL BE AFFECTED. USE THE AREA WITH THE HIGHEST RISK FOR ASSESSMENT:

3. MATCH THE PATIENT GROUP WITH THE PLANNED CONSTRUCTION PROJECT TYPE USING THE "ICRA MATRIX CLASS OF PRECAUTIONS" TO DETERMINE THE LEVEL OF

INFECTION CONTROL ACTIVITIES REQUIRED.

USE THE DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS TO DETERMINE THE ICRA MEASURES TO BE IMPLEMENTED FOR THE DURATION OF

CONSTRUCTION:

CLASS I

CLASS ||

CLASS III

CLASS IV

SELECT PATIENT RISK GROUP:_________________________________

SELECT TYPE OF CONSTRUCTION:_________________________________

SEE ABOVE

SEE ABOVE

SEE ABOVE

1. CONTRACTOR TO COMPLY WITH ICRA REQUIREMENTS FOR WORK IN HOSPITAL BUILDING THROUGH-OUT

DEMOLITION AND CONSTRUCTION.

2. PROVIDE TEMPORARY PLASTIC ZIPPER PARTITIONS FROM FLOOR TO UNDERSIDE OF DECK ABOVE TO SEAL AGAINST THE MIGRATION OF DUST AND DIRT ALONG ALL PATHS OF TRAVEL BETWEEN AREA OF WORK AND ADJACENT

OCCUPIED AREAS.

3. PROVIDE PARTITIONS, AS REQUIRED ALONG THE PERIMETER BETWEEN AREA OF WORK AND EXISTING AREA TO REMAIN. PARTITIONS TO BE FROM FLOOR TO UNDERSIDE OF DECK ABOVE AND SEALED ALONG PERIMETER TO

PREVENT MIGRATION OF DUST AND DIRT, WHERE TEMPORARILY NOT INSTALLED.

4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN AREA OF WORK FOR DURATION OF DEMOLITION AND CONSTRUCTION

ACTIVITIES.

5. BUILDING WILL BE CONTINUOUSLY OCCUPIED DURING CONSTRUCTION DURATION. MAINTAIN ACCESS TO STAIRS

EXITS AND FROM EXITS TO EXTERIOR.

6. PROVIDE STICKY WALK OFF MATS ON BOTH SIDES OF ALL DOORS.

7. ICRA PARTITIONS/SET-UP TO BE DONE DURING OFF HOURS.

8. ALL FLOOR OR UNDERSIDE OF DECK HOLES EXPOSED OR CREATED DURING DEMOLITION/CONSTRUCTION WILL BE

SEALED IMMEDIATELY.

9. ALL ANTE ROOMS, ALL CLOTHING, TOOLS, AND MATERIALS (POST DEMOLITION PHASE) ARE TO BE HEPA VACUUMED

EACH TIME THROUGH THE ANTE ROOM.

10. FULL GOWN AND BOOTIES ARE REQUIRED DURING DEMOLITION PHASE.

11. AS THE PERIMETER FLOOR EDGE IS EXPOSED, ANY OPENING AT THE SLAB EXTERIOR WALL SHALL BE SEALED

IMMEDIATELY.

12. PROVIDE SWEEPS AND VERTICAL ASTRAGALS ON ALL ICRA DOORS AND STAIR TOWER DOORS.

13. EXISTING SMOKE DETECTORS WILL BE CONVERTED TO HEAT DETECTORS AND MAINTAINED DURING CONSTRUCTION

PERIOD. TEMPORARY FIRE ALARM PULL STATION AND STROBES WILL BE INSTALLED AT EXIT DOORS.

14. MAINTAIN EGRESS TO ALL EXIT STAIR TOWERS AT ALL TIMES.

15. COORDINATE WITH THE COR ANY N.P.E. SHUTDOWNS THAT MAY BE REQUIRED.

16. TEMPORARY CONTAINMENT MEASURES PROVIDED MUST MEET HOSPITAL ICRA REQUIREMENTS. CONTRACTOR

SHALL SUBMIT SHOP DRAWINGS FOR ALL TEMPORARY CONTAINMENT MEASURES FOR EACH CLASS AND AREA.

APPROVAL MUST BE OBTAINED BEFORE ANY WORK CAN BEGIN.

GENERAL NOTE__________________________________________

1. ALL NOTED I.C.R.A. CLASS LEVEL IDENTIFICATIONS SHALL

BE VERIFIED. I.C.R.A. CLASS IDENTIFICATIONS SHALL BE

COORDINATED WITH THE COR AND I.C.R.A PERSONNEL.

ICRA GENERAL REQUIREMENTS DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

NTS

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ICRA GENERAL REQUIREMENTS

ICRA-00DM HLRevisions: Date:

A

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B

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KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS II. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

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3/64" = 1'-0"

SUB BASEMENT - ICRA

ICRA-01DM HLRevisions: Date:

B

C

D

E

F

G

H

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J

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N

O

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S

T

XY Z

KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS II. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

2. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS III. WORK

SHALL BE COMPLETED AFTER 4:30PM.

3. PROVIDE CONSTRUCTION PARTITIONS AND DOOR AROUND

THE WORKING AREA. CONTRACOR SHALL VERIFY IN THE

FIELD FOR DIMENSIONS OF THE PARTITIONS. REFER TO

SHEET AE-201 FOR MORE WALL FRAMING DETAILS.

4. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPENS

TO CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

5. SPACE SHALL BE VACATED BEFORE BEING HANDED OVER TO

THE CONTRACTOR.

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

4 4

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

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3/64" = 1'-0"

BASEMENT ICRA

ICRA-02DM HLRevisions: Date:

B

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D

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KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS III. WORK

SHALL BE COMPLETED AFTER 4:30PM.

2. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS IV.

WORK SHALL BE COMPLETED BETWEEN THE HOURS OF

8:00AM TO 4:30PM.

3. PROVIDE CONSTRUCTION PARTITIONS AND DOOR AROUND

THE WORKING AREA. CONTRACOR SHALL VERIFY IN THE

FIELD FOR DIMENSIONS OF THE PARTITIONS. REFER TO

SHEET AE-201 FOR MORE WALL FRAMING DETAILS.

4. SPACE SHALL BE EVACUATED BEFORE HANDED OVER TO

THE CONTRACTOR.

5. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPENS

TO CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

1 1

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

A s h e v ill e C h ill e d

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3/64" = 1'-0"

LEVEL 1 - ICRA

ICRA-03DM HLRevisions: Date:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

W

XY Z

KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS III. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

2. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPEN TO

CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

3. SPACE SHALL BE VACATED BEFORE BEING HANDED OVER TO

THE CONTRACTOR.

4. PROVIDE TEMPORARY PLASTIC ZIPPER PARTITIONS FROM

FLOOR TO UNDERSIDE OF DECK ABOVE.

3 2

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

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3/64" = 1'-0"

LEVEL 2 - ICRA

ICRA-04DM HLRevisions: Date:

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

W

XY Z

KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS III. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

2. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPENS

TO CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

3. SPACE SHALL BE VACATED BEFORE HANDED OVER TO THE

CONTRACTOR.

2 2

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

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3/64" = 1'-0"

LEVEL 3 - ICRA

ICRA-05DM HLRevisions: Date:

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

W

XY Z

KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS III. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

2. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPENS

TO CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

3. SPACE SHALL BE VACATED BEFORE HANDED OVER TO THE

CONTRACTOR.

2 3

1 3

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

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LEVEL 4 - ICRA

ICRA-06DM HLRevisions: Date:

CORR C5A5C

CORR C5A5D

A578

LINEN

CORR C5A5E

EXTERIOR PORCH

5E520

WAITING ROOM

5E531

SERVICE ELEVATOR

LOBBY

5E521

MEDS A574 PASSENGER

ELEVATOR LOBBY

A573

2 BED / 1 BED

BARIATRIC

5E515 5E516A

TOILET

5E516

1 BED

BARIATRIC TOILET

5E515A

5E516B

ACCESS

WARD 5 EAST

5E514A

TOILET

5E514B

ACCESS

5E514

1 BED

5E530

GROUP

LEARNING

READING/QUIET

AREA

5E525

GROUP LEARNING NOURISH

5E501B

ACCESS

5E513B

STOR

CORRIDOR

5E524C

5E513

1 BED

5E513A

TOILET

5E513B

ACCESS 5E529

LIVING

ROOM

12 SF

5E508

EC FMS

5E511B

ACCESS

2 BED / 1 BED

BARIATRIC

5E511

STAFF TLT

5E510

BARI. TOILET

5E511A

5E509

STAIR 4 5E507

ELEC

5E506B

ACCESS CORRIDOR

5E524B

5E506

1 BED 5E505

1 BED

5E506A

TOILET

ACTIVITY

ROOM

5E527

DAYROOM

5E528

CORRIDOR

5E524A

5E502B

ACCESS

5E502A

TOILET

5E502

1 BED

5E501A

TOILET

5W531

5E526

LIVING

ROOM/VISITORS

5E501

1 BED

5E517B

ACCESS

5E517A

ADA TLT

1 BED ADA

5E517

CORRIDOR

5E524D

5E518

1 BED

5E518B

ACCESS

SALLY PORT ENTRY

C5A5A

5E518A

TOILET 5E519

ELEC. NURSE STATION

5E522

INTERVIEW ROOM

5E523

5E523A

TOILET

C5A5

CORR

A533

5E503B

ACCESS

ADA TOILET

5E503A

5E505B

ACCESS

5E505A

TOILET

5E504

1 BED

5E504A

TOILET

5E504B

ACCESS

2 BED ADA

5E503

A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

W

XY Z

KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS III. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

2. PROVIDE CONSTRUCTION PARTITIONS AND DOOR AROUND

THE WORKING AREA. CONTRACOR SHALL VERIFY IN THE

FIELD FOR DIMENSIONS OF THE PARTITIONS. REFER TO

SHEET AE-201 FOR MORE WALL FRAMING DETAILS.

3. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPENS

TO CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

4. SPACE SHALL BE VACATED BEFORE HANDED OVER TO THE

CONTRACTOR.

5. INPATIENT MENTAL HEALTH AREA, COORDINATION WILL BE

NEEDED WELL AHEAD OF TIME.

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

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3/64" = 1'-0"

LEVEL 5 - ICRA

ICRA-07DM HLRevisions: Date:

J

W

X

KEY NOTES:

1. ALL WORK WITHIN THIS AREA SHALL BE ICRA CLASS II. WORK

SHALL BE COMPLETED BETWEEN THE HOURS OF 8:00AM TO

4:30PM.

2. PROVIDE CONSTRUCTION SIGN ON THE DOOR THAT OPENS

TO CONSTRUCTION AREA. PPE SHALL BE REQUIRED BEFORE

ENTERING THIS AREA.

3. SPACE SHALL BE EVACUATED BEFORE HANDED OVER TO

THE CONTRACTOR.

1 3

GENERAL NOTES:

1. ALL NOTED ICRA CLASS LEVEL INDENTIFICATIONS SHALL BE

VERIFIED WITH THE COR AND ICRA PERSONNEL.

2. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS TO

MAINTAIN WALL'S EXISTING FIRE RATING. SEE TYPICAL

PENETRATION PATCHING FOR MORE INFO.

3. CONTRACTOR SHALL SUBMIT ICRA PLAN INCLUDING

LOCATION OF NEGATIVE AIR EXHAUST FOR APPROVAL.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF

PARTITIONS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

A s h e v ill e C h ill e d

W a te r\

D W

G s \5

-M E

C H

\B id

D o c u m e n ts

.r v t

/1

/2

:3

:1

P

M

3/64" = 1'-0"

PENTHOUSE - ICRA

ICRA-08DM HLRevisions: Date:

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

XY Z

KEY NOTES:

1. CEILING IN THIS AREA SHALL BE REMOVED AND REINSTALLED FOR PIPING

REPLACEMENT IN THIS AREA. THE CONTRACTOR SHALL FIELD VERIFY TO

DETERMINE EXACT AMOUNT OF CEILING TILES TO BE REMOVED AND

INSTALLED. ANY DAMMAGED TILES SHALL BE REPLACED AND MATCHED WITH

EXISTING.

2. SHAFT WALL TO BE REMOVED AND INSTALLED FOR PIPING REPLACEMENT OR

REMOVAL INSIDE THE SHAFT. THE CONTRACTOR SHALL FIELD VERIFY TO

DETERMINE EXACT WALL TO BE REMOVED AND REINSTALLED. REFER TO

SHEET AE-201 FOR MORE WALL FRAMING DETAILS.

3. CONSTRUCT TEMPORARY PARTITIONS AND DOOR. REFER TO SHEET AE-201

FOR MORE WALL FRAMING DETAILS.

GENERAL NOTES:

1. CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

2. ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM,

ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER

REQUIREMENTS, CONTRACT DOCUMENTS AND IN STRICT ACCORDANCE WITH

THE REQUIREMENTS OF ALL APPLICABLE CODES.

3. WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL

SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR

INSTALLATION, PATCH AND REPAIR THE EXSITNG ONE TO MATCH EXISTING

CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

4. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION

SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL

PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA.

ANY SURFACES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

5. ALL EXISTING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY

THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE

PROTECTED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION.

6. ALL WORK SHALL NOT BE DONE OUTSIDE TEMPORARY PARTITIONS. WORK

SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF.

7. THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN

OPERATION WITHIN THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION

PHASE.

8. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY.

THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING

CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

9. ALL EXISTING SHAFT WALLS CALLED TO REMOVE AND REINSTALL ARE FOR

UILTITY RISER REPLACEMENT BASED ON THE AS-BUILT DRAWINGS. THE

CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING UTILITY RISERS.

NOTIFY COR OF ANY DISCREPANCIES.

10. ALL EXISTING FIRE-RATED ASSEMBLIES SHALL BE MAINTAINED AND THE RATING

NOT COMPROMISED.

11. ALL NEW FIRE-RATED ASSEMBLIES SHALL MATCH WITH EXSTING RATING. THE

CONTRACTOR SHALL PROVIDE FIRESTOPPING AT ALL FIRE RATED ASSEMBLY.

12. THE EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE

DRILLS/UTILITY PENETRATIONS, THE CONTRACTOR SHALL UTILIZE GROUND

PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED

PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE

WILL NOT BE COMPROMISED AND NOTIFY COR AND A/E TEAM OF ANY ISSUES

DISCOVERED IN FIELD.

13. THE CONTRACTOR SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP

ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT

ARE REMOVED AS A PART OF DEMOLITION SCOPE, THE CONTRACTOR SHALL

PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR

APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED BY THE

COR.

14. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND

SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR.

15. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO

IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN

PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS OTHERWISE

APPROVED BY THE COR.

16. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF TEMPORARY PARTITIONS

AND NEW SHAFT WALLS FOR APPROVAL.

22' - 0"

26' - 10"

12' - 0"

14' - 1"

8' - 8"

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

A s h e v ill e C h ill e d

W a te r\

D W

G s \5

-M E

C H

\B id

D o c u m e n ts

.r v t

/1

/2

:3

:4

P

M

3/64" = 1'-0"

BASEMENT ARCHITECTURAL -

DEMOLITION & NEW WORK

AE-101DM HLRevisions: Date:

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

XY Z

KEY NOTES:

1. CEILING IN THIS AREA SHALL BE REMOVED AND REINSTALLED FOR PIPING

REPLACEMENT IN THIS AREA. THE CONTRACTOR SHALL FIELD VERIFY TO

DETERMINE EXACT AMOUNT OF CEILING TILES TO BE REMOVED AND

INSTALLED. ANY DAMAGED TILES SHALL BE REPLACED AND MATCHED WITH

EXISTING.

2. SHAFT WALL TO BE REMOVED AND RE-INSTALLED FOR PIPING REPLACEMENT

OR REMOVAL INSIDE THE SHAFT. THE CONTRACTOR SHALL FIELD VERIFY TO

DETERMINE EXACT WALL TO BE REMOVED AND REINSTALLED. REFER TO

SHEET AE-201 FOR MORE WALL FRAMING DETAILS.

3. CONSTRUCT TEMPORARY PARTITIONS AND DOOR. REFER TO SHEET AE-201

FOR MORE WALL FRAMING DETAILS.

4. PROVIDE 24"X24" FIRE-RATED ACCESS DOOR ON NEW SHAFT WALL.

GENERAL NOTES:

1. CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

2. ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM,

ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER

REQUIREMENTS, CONTRACT DOCUMENTS AND IN STRICT ACCORDANCE WITH

THE REQUIREMENTS OF ALL APPLICABLE CODES.

3. WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL

SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR

INSTALLATION, PATCH AND REPAIR THE EXISTING ONE TO MATCH EXISTING

CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

4. ALL DAMAGE TO EXISTING AREAS OCCURRING AS A RESULT OF CONSTRUCTION

SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL

PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA.

ANY SURFACES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

5. ALL EXISTING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY

THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE

PROTECTED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION.

6. ALL WORK SHALL NOT BE DONE OUTSIDE TEMPORARY PARTITIONS. WORK

SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF.

7. THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN

OPERATION WITHIN THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION

PHASE.

8. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY.

THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING

CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

9. ALL EXISTING SHAFT WALLS CALLED TO REMOVE AND REINSTALL ARE FOR

UTILITY RISER REPLACEMENT BASE ON THE AS-BUILT DRAWINGS. THE

CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING UTILITY RISERS.

NOTIFY COR OF ANY DISCREPANCIES.

10. ALL EXISTING FIRE-RATED ASSEMBLIES SHALL BE MAINTAINED AND THE RATING

NOT COMPROMISED.

11. ALL NEW FIRE-RATED ASSEMBLIES SHALL MATCH WITH EXISTING RATING. THE

CONTRACTOR SHALL PROVIDE FIRESTOP AT ALL FIRE RATED ASSEMBLY.

12. THE EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE

DRILLS/UTILITY PENETRATIONS, THE CONTRACTOR SHALL UTILIZE GROUND

PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED

PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE

WILL NOT BE COMPROMISED AND NOTIFY COR AND A/E TEAM OF ANY ISSUES

DISCOVERED IN FIELD.

13. THE CONTRACTOR SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP

ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT

ARE REMOVED AS A PART OF DEMOLITION SCOPE, THE CONTRACTOR SHALL

PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR

APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED BY THE

COR.

14. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND

SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR.

15. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO

IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN

PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS OTHERWISE

APPROVED BY THE COR.

16. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF TEMPORARY PARTITIONS

AND NEW SHAFT WALLS FOR APPROVAL.

10' - 2"

10' - 0" 10' - 0"

10' - 0"10' - 0"

105' - 2"

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD, ASHEVILLE, NC 28805

05/12/2023

248 Copeland Street Quincy, MA 02169 P: 617.481.6390 F: 617-687-5990

S a c ti v e p ro je c ts

\2

A s h e v ill e C h ill e d

W a te r\

D W

G s \5

-M E

C H

\B id

D o c u m e n ts

.r v t

/1

/2

:3

:4

P

M

3/64" = 1'-0"

LEVEL 1 ARCHITECTURAL -

AE-102DM HLRevisions: Date:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

W

XY Z

KEY NOTES:

1. SHAFT WALL TO BE REMOVED AND REINSTALLED FOR PIPING REPLACEMENT

OR REMOVAL INSIDE THE SHAFT. THE CONTRACTOR SHALL FIELD VERIFY TO

DETERMINE EXACT WALL TO BE REMOVED AND REINSTALLED. REFER TO

SHEET AE-201 FOR MORE WALL FRAMING DETAILS.

2. PROVIDE 24"X24" FIRE-RATED ACCESS DOOR ON NEW SHAFT WALL.

3. CONSTRUCT TEMPORARY PARTITIONS AND DOOR. REFER TO SHEET AE-201

FOR MORE WALL FRAMING DETAILS.

GENERAL NOTES:

1. CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

2. ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM,

ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER

REQUIREMENTS, CONTRACT DOCUMENTS AND IN STRICT ACCORDANCE WITH

THE REQUIREMENTS OF ALL APPLICABLE CODES.

3. WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL

SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR

INSTALLATION, PATCH AND REPAIR THE EXSITNG ONE TO MATCH EXISTING

CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

4. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION

SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL

PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA.

ANY SURFACES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

5. ALL EXISTING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY

THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE

PROTECTED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION.

6. ALL WORK SHALL NOT BE DONE OUTSIDE TEMPORARY PARTITIONS. WORK

SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF.

7. THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN

OPERATION WITHIN THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION

PHASE.

8. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY.

THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING

CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

9. ALL EXISTING SHAFT WALLS CALLED TO REMOVE AND REINSTALL ARE FOR

UILTITY RISER REPLACEMENT BASE ON THE AS-BUILT DRAWINGS. THE

CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING UTILITY RISERS.

NOTIFY COR OF ANY DISCREPANCIES.

10. ALL EXISTING FIRE-RATED ASSEMBLIES SHALL BE MAINTAINED AND THE RATING

NOT COMPROMISED.

11. ALL NEW FIRE-RATED ASSEMBLIES SHALL MATCH WITH EXSTING RATING. THE

CONTRACTOR SHALL PROVIDE FIRESTOPPING AT ALL FIRE RATED ASSEMBLY.

12. THE EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE

DRILLS/UTILITY PENETRATIONS, THE CONTRACTOR SHALL UTILIZE GROUND

PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED

PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE

WILL NOT BE COMPROMISED AND NOTIFY COR AND A/E TEAM OF ANY ISSUES

DISCOVERED IN FIELD.

13. THE CONTRACTOR SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP

ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT

ARE REMOVED AS A PART OF DEMOLITION SCOPE, THE CONTRACTOR SHALL

PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR

APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED BY THE

COR.

14. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND

SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR.

15. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO

IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN

PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS OTHERWISE

APPROVED BY THE COR.

16. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF TEMPORARY PARTITIONS

AND NEW SHAFT WALLS FOR APPROVAL.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% Construction 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

637-22103

Drawing ScaleCHARLES GEORGE VA MEDICAL CENTER

Replace and Upgrade Chilled Water

System

1100 TUNNEL ROAD,…