688-24-111 Renovate Biomedical Engineering GC105 - Drawings.pdf

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Y1DA--RENOVATE BIOMEDICAL ENGINEERING GC105 AT THE WASHINGTON DC VAMC
Solicitation number
36C24524B0018
Issued by

About this file

This document appears to be a Statement of Work for the renovation of the Biomedical Engineering Suite GC105 at the Washington, DC Veterans Affairs Medical Center (VAMC). The project involves interior renovations of approximately 2,830 square feet, including selective demolition, interior framing, finishes, mechanical, electrical, and plumbing work. Key details include:

The contract duration is 150 calendar days from the Notice to Proceed. Required deliverables include daily reports, status reports, project schedules, submittals, construction photos, and as-built drawings. The contractor must comply with safety, security, and abatement requirements, including maintaining existing systems during construction. Asbestos abatement is a requirement, and the contractor must submit an abatement plan. The contractor is responsible for coordinating with the Contracting Officer's Representative and other facility personnel. The Solicitation Number is 36C24524B0018, and the Contracting Officer is Liana J. Holland.

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688-24-111 Renovate Biomedical Engineering GC105 - SpecificationsR2.pdf PDF

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Text version

'-1

EQ EQ EQ

3'

4'-0" MIN.

CLEAR

BID DOCUMENTS - FOR CONSTRUCTION

INTERIOR WORK FOR THE RENOVATION OF BIOMEDICAL ENGINEERING SUITE GC105. WORK TO INCLUDE:

PARTIAL DEMOLITION OF WALLS AND CEILINGS AND CONSTRUCTION OF NEW WALLS, NEW CEILINGS, NEW FLOOR FINISHES, NEW DOORS, AND NEW MILLWORK. SCOPE OF WORK ALSO INVOLVES THE DEMOLITION AND REPLACEMENT OF EXISTING ELECTRICAL PANELS AND LIGHTING, AS WELL AS THE ADDITION OF NEW

POWER AND DATA RECEPTACLES. THE MECHANICAL SCOPE WILL INCLUDE THE DEMOLITION AND

REPLACEMENT OF EXISTING HVAC EQUIPMENT, AND SUPPLY AND RETURN FIXTURES. THERE WILL BE NEW A PLUMBING FIXTURE INSTALLED IN THE BREAK ROOM. NEW PIPING WILL BE INSTALLED TO SUPPORT THE

NEW FIXTURE.

NOT TO SCALE

AREA OF WORK

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

B LABEL CLASS B DOOR

BD BOARD

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CBB CEMENTITIOUS (BACKER) BOARD

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CFM CUBIC FEET PER MINUTE

CHK CHECK

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR

COMPANY

CO₂ CARBON DIOXIDE

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPT CARPET

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CU FT CUBIC FEET

D LABEL CLASS D DOOR

DBL DOUBLE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DR DOOR, DRAIN, DRESSING ROOM, OR

DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E LABEL CLASS E DOOR

EA EACH

EL ELEVATION

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ETC AND SO FORTH OR ET CETERA

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FLR FIN FLOOR FINISH

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FPM FEET PER MINUTE

FR FIRE RATING, FIRE RESISTANT, OR

FRAME

FRP FIBER REINFORCED POLYESTER OR

FIBERGLASS REINFORCED PLASTIC

FT FEET OR FOOT

FTG FOOTING

FURN FURNISH OR FURNITURE

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HF HIGH FREQUENCY

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE OR HORSEPOWER

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

HW HOT WATER

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER,

OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTL INTERNATIONAL

JAN JANITOR

J-BOX JUNCTION BOX

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAU LAUNDRY

LAV LAVATORY

LBS POUND

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LIN LINEAR

LL LEAD LINED

LT LIGHT

LTG LIGHTING

LVR LOUVER

LYR LAYER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MIN MINIMUM MINUTE

MIN MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING OR MOTOR

OPERATED

MTD MOUNTED

MTG MOUNTING

MTL METAL

N NORTH

NA NOT APPLICABLE

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

OC ON CENTER

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALLED

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER

INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE

RADIUS

ORD ORDNANCE OR OVERFLOW ROOF

DRAIN

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

PAR PARALLEL OR PARAPET

PHAR PHARMACY

PKG PACKAGE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

PREFAB PREFABRICATE

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PROJ PROJECT

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTR QUARTER

QTY QUANTITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE OR REFRIGERATOR

REG REGISTER

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR,

OR SOAP DISPENSER;

SECT SECTION

SF SQUARE FOOT (FEET)

SIM SIMILAR

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SYM SYMBOL

SYS SYSTEM

T TREAD

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

THK THICKNESS

THRU THROUGH

TO TOP OF ___

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE VITRIFIED

CLAY TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WD WOOD

WDW WINDOW

WP WATERPROOFING

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD

(INSULATION)

YD YARD

YR YEAR

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

SMOKE TIGHT BARRIER LINE

HIDDEN FEATURES LINE

NEW LINE

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DIMENSION LINE

DOOR OPENING/BORROWED LIGHT IDENTIFIER

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

CENTER LINE

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

CL

S

GC

ROOM NAME AND NUMBER

FEC

CG

AA

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

FIRE EXTINGUISHER CABINET

CORNER GUARD

NORTH ARROW

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO

BE REMOVED

NEW CONSTRUCTION

CONCRETE

EARTH

BASE COURSE

RIGID

INSULATION

BATT

INSULATION

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

BUILDING SECTION INDICATOR

DETAIL INDICATOR

DEDUCT ALTERNATE #1: ABANDONED PIPES AND DUCTS

· BASE BID: CONTRACTOR SHALL REMOVE ALL EXISTING ABANDONED PIPES AND DUCTWORK ABOVE

CEILING.

· DEDUCT ALTERNATE: EXISTING ABANDONED PIPES AND DUCTWORK TO REMAIN.

DEDUCT ALTERNATE #2: VAV-BOXES

· BASE BID: CONTRACTOR SHALL REMOVE AND REPLACE EXISTING VAV BOXES.

· DEDUCT ALTERNATE: EXISTING VAV BOXES TO REMAIN.

DEDUCT ALTERNATE #3: ACM REMOVAL

· BASE BID: CONTRACTOR SHALL ABATE ALL EXISTING ASBESTOS CONTAINING MATERIAL.

· DEDUCT ALTERNATE: ABATEMENT IS NOT IN CONTRACT AND IS REQUIRED TO BE COORDINATED WITH

VA COR AND VA SAFETY.

1. REFER TO DRAWING SHEETS FOR SPECIFIC DEMOLITION AND NEW

WORK NOTES.

2. DASHED LINES INDICATE WALLS AND OTHER ITEMS TO BE REMOVED

AS SHOWN ON THE PLANS. SEE LEGEND.

3. SEE SPECIFIC NOTES FOR DEMOLITION INFORMATION THAT

PERTAINS TO SPECIFICALLY DESIGNED AREAS ON THE DEMOLITION PLANS.

4. SEE LEGEND FOR DOOR DEMOLITION SYMBOL WHICH INDICATES

EXISTING DOORS, FRAMES AND HARDWARE SETS TO BE REMOVED.

COORDINATE SALVAGE OF THESE ITEMS WITH THE COR.

5. ALL REQUIRED DEMOLITION WORK FOR MECHANICAL (HVAC,

PLUMBING) AND ELECTRICAL SERVICES ARE NOT SPECIFICALLY SHOWN ON

THE DEMOLITION DRAWINGS. THESE ITEMS ARE TO BE IDENTIFIED AND

COORDINATED WITH THE APPLICABLE TRADE(S).

6. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN THE

FIELD PRIOR TO UNDERTAKING ANY DEMOLITION WORK. ANY

DISCREPANCIES SHOULD BE BROUGHT TO THE COR'S ATTENTION

IMMEDIATELY.

7. WHERE EXISTING WALL, CEILING, OR FLOOR ARE TO REMAIN AND

ARE DISTURBED BY DEMOLITION AND/OR CONSTRUCTION, THEY SHALL BE

REPAIRED AS REQUIRED TO MATCH ORIGINAL INTEGRITY AND ADJACENT

CONSTRUCTION.

8. ALL CEILING FINISHES AND SUSPENSION SYSTEMS ARE TO BE

REMOVED WITHIN THE DEMOLITION CONTRACT AREA WHERE NEW

CEILINGS ARE SCHEDULED, UNLESS OTHERWISE INDICATED.

9. REMOVE ALL EXISTING FLOOR FINISHES (INCLUDING MASTICS AND

ADHESIVES) IN AREAS WHERE NEW FLOOR FINISHES ARE SCHEDULED OR

DETAILED. CONTRACTOR SHALL PREPARE SURFACES AS REQUIRED FOR

NEW FLOOR FINISHES AS SCHEDULED. COORDINATE FINISH SCHEDULE

FOR NEW FLOOR FINISHES WITH VA INTERIOR DESIGNER.

10. REMOVE ALL EXISTING BASE MATERIAL IN AREAS WHERE NEW

BASE MATERIAL IS SCHEDULED.

11. REMOVE ALL EXISTING WALL FINISHES (INCLUDING MASTICS AND

ADHESIVES) IN AREAS WHERE NEW WALL FINISHES ARE SCHEDULED OR

DETAILED. PREPARE SURFACES AS REQUIRED FOR NEW WALL FINISHES AS

SCHEDULED.

12. ALL EXISTING WALLS, CEILING, FLOORING, ETC. WHICH ARE

DAMAGED DUE TO DEMOLITION WORK SHALL BE PATCHED (REGARDLESS

OF SIZE) TO MATCH EXISTING AND/OR NEW FINISHES SCHEDULED.

13. REMOVE AND REINSTALL CEILINGS AS REQUIRED BY MECHANICAL,

ELECTRICAL OR OTHER ABOVE CEILING WORK IN AREAS WHERE NO

ARCHITECTURAL DEMOLITION WORK OR LIMITED DEMO WORK IS BEING

DONE. REINSTALL CEILINGS AND PATCH TO MATCH EXISTING.

14. WHERE PLUMBING FIXTURES INCLUDING EXISTING MEDICAL GAS

OUTLETS ARE DESIGNED TO BE REMOVED, CAP ALL EXISTING PIPING

NOTED AS DEMOLISHED AT MAIN REGARDLESS OF VALVE LOCATION TO

MINIMIZE OCCURRENCE OF DEAD LEG PIPING IN ACCORDANCE WITH VA

DIRECTIVE 1061. REFER TO MECH. & PLUMBING DEMOLITION DWGS.

15. WHERE PLUMBING FIXTURES ARE SHOWN TO REMAIN THEY SHOULD

BE CLEANED AND REPAIRED AS REQUIRED. SEE PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

16. ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT WITHIN THE

CONTRACT DEMOLITION AREAS IS TO BE REMOVED. U.N.O. COORDINATE

SALVAGE OF EXISTING EQUIPMENT WITH THE COR BEFORE REMOVAL

FROM THE SITE.

17. ANY DEMOLITION WORK NECESSARY ON FLOOR BELOW (DEMO OR

REQUIRED TO INSTALL NEW WORK) SHALL BE SCHEDULED WITH THE COR.

ANY FINISHES DISTURBED OR DAMAGED SHOULD BE PATCHED OR

REPLACED TO MATCH EXISTING.

18. THE REQUIRED DEMOLITION SHALL NOT BE LIMITED TO. THAT

PORTION SHOWN ON THE PLANS ALONE. WORK COINCIDENTAL THERE TO

WHICH IS NECESSARY TO ACCOMPLISH THE INTENT OF THE CONTRACT

DOCUMENTS IS ALSO PART OF WORK.

19. THE CONTRACTOR SHALL SCHEDULE ALL WORK, INCLUDING ANY

INTERRUPTION OF UTILITIES PRIOR TO STARTING WORK. THE BUILDING

SHALL BE OCCUPIED AND IN USE DURING THE TIME THE WORK IS BEING

PERFORMED. CONTRACTOR MUST NOTIFY/SCHEDULE INTERRUPTIONS

WITH COR'S APPROVAL.

20. ALL BUILDING SPECIALTIES INCLUDING, BUT NOT LIMITED TO,

HANDRAILS, WALL AND CORNER GUARDS, CHALKBOARDS, TOILET

ACCESSORIES, CUBICLE CURTAINS/TRACKS, SIGNAGE, ETC. WITHIN THE

DEMOLITION CONTRACT BOUNDARY ARE TO BE REMOVED U.N.O.

COORDINATE SALVAGE OF EXISTING SPECIALTIES WITH THE COR BEFORE

REMOVAL FROM THE SITE.

21. WHERE EXISTING WALLS/PARTITIONS ARE SHOWN TO REMAIN

WITHIN THE LIMITS OF THE DEMOLITION CONTRACT BOUNDARY (OR ON

THE BOUNDARY), AND NEW FINISHES ARE SCHEDULED TO BE APPLIED

(PER THE ROOM FINISH SCHEDULE) THE CONTRACTOR SHALL HAVE THE

OPTION OF: 1) REMOVING ONLY THE WALL FINISH (NOT THE SUBSTRATE

AND PATCHING THE EXISTING SUBSTRATE, OR 2) REMOVING THE FINISH

AND THE SUBSTRATE (AND REPLACING WITH A LIKE SUBSTRATE). IN ALL

CASES, THE WALL/PARTITON SUBSTRATE SHALL BE PREPARED TO BE

ACCEPTABLE FOR THE PROPOSED FINISH APPLICATION AS SPECIFIED.

22. PRIOR TO STARTING DEMOLITION WORK THE CONTRACTOR SHALL

MEET WITH THE COR TO COORDINATE ALL ITEMS TO BE SALVAGED AND/OR

RELOCATED. ALL SALVAGED ITEMS MUST BE REMOVED TO AVOID DAMAGE,

PROTECTED AND STORED IN A LOCATION DIRECTED BY THE COR.

23. REFER TO OTHER DISCIPLINE (MECHANICAL, ELECTRICAL,

PLUMBING) DEMOLITION PLANS FOR ADDITIONAL ITEMS TO BE REMOVED.

COORDINATE GENERAL DEMOLITION REQUIREMENTS WITH MECHANICAL

AND ELECTRICAL DEMOLITION WORK. PATCH AND REPAIR ALL FINISHES

AND DEVICES DISTURBED BY DEMOLITION WORK.

24. PATCH HOLES AND VOIDS (REGARDLESS OF SIZE) IN EXISTING

CONCRETE FLOORS OCCURRING AS A RESULT OF DEMOLITION OR

CONSTRUCTION. MATCH THICKNESS OF EXISTING CONCRETE.

25. WHERE PLUMBING CASEWORK ARE SHOWN TO REMAIN THEY

SHOULD BE PROTECTED DURING CONSTRUCTION, CLEANED AND

REPAIRED AS REQUIRED.

26. PROTECT ALL FINISHES SCHEDULED TO REMAIN AS REQUIRED TO

MAINTAIN THEIR INTEGRITY.

27. COORDINATE REMOVAL OF DEBRIS FROM PROJECT SITE WITH COR.

28. EXISTING PARTITIONS THAT ARE INDICATED TO BE REMOVED SHALL

BE REMOVED TO THEIR FULLEST HEIGHT U.N.O.

29. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF

EXISTING FINISHES OR FIXTURES IS REQUIRED TO PERFORM THE WORK

UNDER THIS CONTRACT, FILL RESULTING OPENINGS, PATCH THE SURFACE

AND FINISH TO MATCH THE ADJACENT EXISTING SURFACES. HOLES,

PENETRATIONS AND OTHER OPENINGS CAUSED BY THE DEMOLITION OR

NEW CONSTRUCTION SHALL BE FILLED WITH AN APPROVED FIRE

STOPPING MATERIAL. CATALOG DATA ON ALL FIRE STOPPING MATERIAL TO

BE USED SHALL BE SUBMITTED TO THE CONTRACTING OFFICER

REPRESENTATIVE (COR) FOR REVIEW AND APPROVAL PRIOR TO

INSTALLATION.

30. REMOVE AND SALVAGE FOR REUSE FIRE EXTINGUISHERS AND FIRE

ALARM DEVICES/SIGNS.

COORDINATE IN ADVANCE WITH VA IF HAZARDOUS MATERIAL WILL BE

ENCOUNTERED.

AutoCAD SHX Text N

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WHEEL

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CHAIR

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MECH

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SLDR

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TO SUB-BASEMENT

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TO SUB-BASEMENT

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TO SUB-BASEMENT

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TO SUB-BASEMENT

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WF

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DOOR BELOW FLOOR

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SLOPE

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ROLLING SHUTTER

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ROLLING SHUTTER

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SLDR

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EQUIP YARD

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EQUIP YARD

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ROLLING SHUTTER

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DOOR BELOW FLOOR

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CRAFT

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RM

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TO SUB-BASEMENT

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ROOF

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OVERHANG

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CAGE AREA

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CONCRETE EDGE

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49" CAGE DOOR

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ROLLING DOOR

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CONCRETE EDGE

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ACCENT

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PANEL

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SLOPE UP

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RAMP

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DOWN

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LIFT

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PLATFORM

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LOWER LIFT

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RAMP

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POWER

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UNIT

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LOADING DOCK

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LOADING

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DOCK

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LEVELER

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SLDR

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SLDR

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COFFEE

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FRIDGE

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30X96 WORKBENCH

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COPIER/PRINTER

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(2) MICRO WAVE

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COPIER/ PRINTER

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30X96 WORKBENCH

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FILING / STORAGE

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(2) MOBILE WORKSTATIONS

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COMPUTER TOWERS ON 2 TIERS OF SHELVING

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GFI

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GFI

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GFI

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+44 AFF

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+44 AFF

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+44 AFF

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+44 AFF

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EMG

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EMG

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CR

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AutoCAD SHX Text Approved: Project Director

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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FACILITIES MANAGEMENT SERVICES

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CHIEF OF PROJECTS

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GREGORY LUCAS

AutoCAD SHX Text 03-29-2024

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BP

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PK

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AutoCAD SHX Text A-001

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COVER SHEET

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BIOMEDICAL ENGINEERING

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AFFAIRS - RENOVATION OF

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DEPARTMENT OF VETERANS

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50 IRVING ST, NW WASHINGTON DC 20722

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BLDG 1, STE GC105

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RENOVATION OF BIOMEDICAL ENGINEERING

AutoCAD SHX Text WASHINGTON DC VETERANS AFFAIRS MEDICAL CENTER 50 IRVING STREET NW, SUITE GC105, WASHINGTON DC 20422

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BID DOCUMENTS - FOR CONSTRUCTION

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BASEMENT KEY PLAN

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PROJECT SCOPE OF WORK

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GRAPHIC SYMBOLS

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ABBREVIATIONS

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DRAWING BLOCK TITLE

AutoCAD SHX Text 1 1/2" = 1'-0"

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CORRIDOR

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NORTH

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DRAWING INDEX

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ARCHITECTURAL

AutoCAD SHX Text A-001 COVER SHEET COVER SHEET A-002 GENERAL NOTES AND DETAILS GENERAL NOTES AND DETAILS A-003 INFECTION CONTROL GENERAL NOTES INFECTION CONTROL GENERAL NOTES AD-101 PARTIAL BASEMENT PLAN - DEMOLITION PARTIAL BASEMENT PLAN - DEMOLITION AD-102 PARTIAL BASEMENT REFLECTED CEILING PLAN - DEMOLITION PARTIAL BASEMENT REFLECTED CEILING PLAN - DEMOLITION A-101 PARTIAL BASEMENT PLAN - NEW WORK PARTIAL BASEMENT PLAN - NEW WORK A-102 PARTIAL BASEMENT REFLECTED CEILING PLAN - NEW WORK PARTIAL BASEMENT REFLECTED CEILING PLAN - NEW WORK A-103 PARTIAL BASEMENT PLAN - FINISHES PLAN PARTIAL BASEMENT PLAN - FINISHES PLAN A-201 MILLWORK ELEVATIONS AND DETAILSMILLWORK ELEVATIONS AND DETAILS

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GENERAL DEMOLITION NOTES

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MATERIALS LEGEND

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MECHANICAL

AutoCAD SHX Text M-001 COVER SHEET - MECHANICAL COVER SHEET - MECHANICAL MD-001 PARTIAL BASEMENT PLAN - MECHANICAL DEMOLITION PARTIAL BASEMENT PLAN - MECHANICAL DEMOLITION M-001 PARTIAL BASEMENT PLAN - MECHANICAL NEW WORK PARTIAL BASEMENT PLAN - MECHANICAL NEW WORK M-501 DETAILS - MECHANICALDETAILS - MECHANICAL

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ELECTRICAL

AutoCAD SHX Text E-001 COVER SHEET - ELECTRICAL COVER SHEET - ELECTRICAL ED-001 PARTIAL BASEMENT PLAN - ELECTRICAL DEMOLITION PARTIAL BASEMENT PLAN - ELECTRICAL DEMOLITION EL-001 PARTIAL BASEMENT PLAN - ELECTRICAL LIGHTING NEW WORK PARTIAL BASEMENT PLAN - ELECTRICAL LIGHTING NEW WORK EP-001 PARTIAL BASEMENT PLAN - ELECTRICAL POWER NEW WORK PARTIAL BASEMENT PLAN - ELECTRICAL POWER NEW WORK E-501 DETAILS - ELECTRICALDETAILS - ELECTRICAL

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PLUMBING

AutoCAD SHX Text P-001 COVER SHEET - PLUMBING COVER SHEET - PLUMBING PD-001 PARTIAL BASEMENT PLAN - PLUMBING DEMOLITION PARTIAL BASEMENT PLAN - PLUMBING DEMOLITION P-001 PARTIAL BASEMENT PLAN - PLUMBING NEW WORKPARTIAL BASEMENT PLAN - PLUMBING NEW WORK

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DEDUCT ALTERNATES

AS SCHEDULED

AS

S

CH

ED

UL

ED

AS SCHEDULED

AS

S

CH

ED

UL

ED

" M

IN

9" M

IN

9" MIN. 9" MIN.

2"

2"

A B F1

AS SCHEDULED

AS

S

CH

ED

UL

ED

AS SCHEDULED

AS

S

CH

ED

UL

ED

C

AS SCHEDULED

2"

2"

F2

AS SCHEDULED

AS

S

CH

ED

UL

ED

2"1'-0"

2"

AS SCHEDULED

1/4"

TEMPERED

GLASS

1/4"

TEMPERED

GLASS

CEILING GRID ANGLES

CONTINUOUS TRACK

GYP. BD. ONE LAYER EACH SIDE,

SEE PARTITION NOTES FOR

TYPICAL TYPE

CONTINUOUS FLOOR TRACK

FINISH FLOOR

WALL BASE PER SCHEDULE

SUSPENDED CEILING SYSTEM

TYPE AA 3 5/8" METAL STUD

STRUCTURE ABOVE

TYPE AX INFILL, MATCH ADJ.

EXISTING METAL STUD

PROVIDE SOUND

ATTENUATION TO MATCH

EXISTING

4" U

.N .O

MAINTAIN FIRE RATING AT

EXISTING CONDITIONS

EXTEND STUDS TO STRUCTURE ABOVE; ANCHOR AND

PROVIDE KICKERS AS NECESSARY FOR PROPER SUPPORT

EXTEND GYPSUM BOARD 4" ABOVE BOTTOM OF

FINISHED CEILING - TYP.

SUSPENDED ACOUSTIC PANEL CEILING SYSTEM

1/2" GYPSUM BOARD ON METAL STUDS, TYPICAL. SEE FLOOR

PLAN AND PARTITION TYPES FOR MORE INFORMATION.

MA

TC

H

EX

IS

TI

NG

CE

ILI

NG

H

EI

GH

T

CEILING GRID ANGLES

2"

CEILING GRID ANGLES

CONTINUOUS TRACK

GYP. BD. ONE LAYER, SEE

PARTITION NOTES FOR

TYPICAL TYPE

CONTINUOUS FLOOR TRACK

FINISH FLOOR

WALL BASE PER SCHEDULE

SUSPENDED CEILING SYSTEM

TYPE F 3 5/8" METAL STUD

STRUCTURE ABOVE

PROVIDE SOUND

ATTENUATION TO MATCH

EXISTING

EXISTING PARTITION TO REMAIN

BID DOCUMENTS - FOR CONSTRUCTION

NO.

1. ALL DOORS SHALL BE 1 3 4" THICK SOLID CORE HARDWOOD UNLESS NOTED OTHERWISE.

2. ALL DOORS SHALL HAVE NO FIRE RATING UNLESS NOTED OTHERWISE.

3. ALL RATED DOORS SHALL HAVE A FRAME OF EQUAL RATING UNLESS NOTED OTHERWISE.

4. ALL INTERIOR VISION PANELS SHALL BE 14" TEMPERED GLASS UNLESS NOTED OTHERWISE.

5. ALL DOOR JAMBS ARE TO RECEIVE DOUBLE STUDS ON BOTH SIDES (MINIMUM).

6. ALL DOORS TO BE 4 INCHES OFF HINGE SIDE OF ADJACENT WALL TO THE LEADING EDGE OF THE FRAME (CLEAR) UNLESS OTHERWISE NOTED

7. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL OF VA PRIOR TO INSTALLATION.

8. COORDINATE AND PROVIDE HARDWARE AS DETAILED IN THE SPECIFICATIONS OR, IF NOT SPECIFIED, PROVIDE HARDWARE (OF EQUAL QUALITY TO THAT SPECIFIED, AND MOST SIMILAR IN FUNCTION

TO TYPE OF DOOR) REQUIRED FOR DOORS TO OPERATE AND APPEAR AS INTENDED ON DRAWINGS.

9. PROVIDE BRUSHED STAINLESS STEEL KICK PLATES ON PUSH SIDE OF DOORS WITH PUSH BARS OR CLOSER DEVICES. KICK PLATE TO BE INSET 1/2" FROM EACH SIDE OF DOOR, AND MAXIMUM 8" HIGH

OR 1/2" BELOW EDGE OF GLASS LIGHT (IF PRESENT).

10. PROVIDE EXPOSED HARDWARE WITH BRUSHED FINISH AND "SILVER" METALLIC IN COLOR (ALUMINUM, CHROME, OR STAINLESS STEEL).

11. WHEN EXPOSED CLEAR FINISHED WOOD DOORS ARE PAIRED, TAKE CARE TO SELECT MATCHING GRAIN TYPE AND COLOR FOR EACH DOOR IN PAIR

12. IF CONFLICT EXISTS BETWEEN DOOR RATING AS SCHEDULED AND WALL/PARTITION TYPE FIRE RATING AS SHOWN ON PLANS, PROVIDE DOOR(S) WITH THE GREATER FIRE RATING OF THE TWO

13. VERIFY ALL DIMENSIONS AND CLEARANCES, AND COORDINATE UNDERCUTTING REQUIRED TO CLEAR ADJACENT FLOOR MATERIALS.

14. IF A DISCREPANCY EXISTS BETWEEN THE DOOR SCHEDULE REMARKS AND THE HARDWARE SCHEDULE IN THE SPECIFICATIONS, PROVIDE THE HARDWARE NEEDED TO MEET THE MORE STRINGENT

OF THE REQUIREMENTS.

15. TYPICAL DOOR UNDERCUT IS ¾” UNLESS NOTED OTHERWISE.

16. COORDINATE ALL ELECTRIC DOOR OPERATION WITH ELECTRICAL DRAWINGS.

1. PROVIDE 3 5/8" STEEL STUDS UNLESS OTHERWISE NOTED (OR MATCH EXISTING).

2. PROVIDE 5/8" THICK GYPSUM BOARD AT ALL PARTITIONS UNLESS OTHERWISE NOTED.

3. ALL PARTITIONS AND WALLS ARE DIMENSIONED TO THE FINISH FACE OF GYPSUM BOARD

UNLESS OTHERWISE NOTED.

4. PROVIDE FRAMING SPACED AT 16 INCHES ON CENTER (MAX) AT ALL NON-LOAD BEARING

PARTITIONS UNLESS OTHERWISE NOTED.

5. ALL WALL HUNG AND FLOOR SUPPORTED CABINETS OR WALL MOUNTED ACCESSORIES SHALL

HAVE CONTINUOUS 14 GAUGE X 6 INCH BACKER PLATES ATTACHED DIRECTLY TO THE WALL

STUDS.

6. PROVIDE WATER RESISTANT GYPSUM BACKER BOARDS FOR WALLS IN KITCHENS, TOILET

ROOMS (RESTROOMS) AND OTHER WALLS WITHIN 36" (MIN.) LATERALLY OF PLUMBING

FIXTURES, WHERE TILE IS NOT THE SCHEDULED FINISH.

7. CORNER BEADS ARE TO BE INSTALLED AT EVERY GYPSUM EXTERIOR CORNER.

8. INTERIOR GYPSUM BOARD SHALL NOT EXCEED 30'-0" CONTINUOUS WITHOUT A CONTROL JOINT

9. ELECTRICAL AND SERVICE OUTLETS (DATA, VOICE, AV JACKS, ETC.) FOR ADJECENT ROOMS ARE

TO BE POSITIONS A MINIMUM OF 24 INCHES APART AND IN SEPARATE STUD SPACES

10. USE SANITARY SEALANT TO CLOSE GAPS BETWEEN SERVICE OUTLETS (ELECTRICAL,

TELEPHONE, DATA, ETC.) AND GYPSUM BOARD.

TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL

HARDWARE

SET REMARKSFINISH

FRAMEDOOR

GC105A

GC105C

GC105D

GC105E

GC105F

C B A A A

3'-0", 2'-0" 7'-0" 1 3/4" STEEL PTD F1 HM PTD HW -SH9

3'-0" 7'-0" 1 3/4" WD, GL STD F1 HM PTD HW -7

3'-0" 7'-0" 1 3/4" WD STD F1 HM PTD HW -3E

3'-0" 7'-0" 1 3/4" WD STD F1 HM PTD HW -3E

3'-0" 7'-0" 1 3/4" WD STD F1 HM PTD HW -3E

HW-3E GENERAL INTERIOR - OFFICE

HINGES QTY AND TYPE AS REQ'D

1 OFFICE LOCK F04

1 FLOOR STOP L02121 X 3 FASTENERS

1 SET SELF-ADHESIVE SEALS R0Y154

1 COAT HOOK L03121

HW-7 GENERAL INTERIOR SLIDING DOOR

1 SET TRACK HARDWARE TYPE REQUIRED FOR DOOR

MATERIAL, WEIGHT, AND MOUNTING

DETAILS (COMPLETE WITH TRACK,

TRACK BRACKETS, HANGERS,

GUIDES, BUMPERS, AND INTERNAL

TRACK STOPS)

2 PULLS TYPE AS REQUIRED

1 SLIDING DOOR LOCK E8281/E8291 (SLIDING DOOR LOCK)

2 CYLINDER

(FOR SLIDING DOOR LOCK) TYPE AS REQUIRED

HW-SH9 ELECTRIC LOCKSET - PAIR

EACH [AC, EL, REX, DPS] PAIR TO HAVE: RATED

HINGES QUANTITY & TYPE AS REQUIRED

1 TRANSFER HINGE 4-WIRE TYPE AS REQUIRED

1 SET AUTO FLUSH BOLTS TYPE 25

1 DUST PROOF STRIKE L04021

1 ELECTRIFIED LOCK F07 (E01-REX, E06) 24VDC

1 POWER SUPPLY REGULATED, FILTERED, 24VDC,

AMPERAGE AS REQUIRED

1 COORDINATOR TYPE 21A

1 OVERLAPPING ASTRAGAL WITH R0Y634 X R0Y154 X THRU-BOLTS

SELF-ADHESIVE SEAL

2 CLOSERS C02011/C02021

2 KICK PLATES J102 (@ STORAGE ROOMS ONLY)

2 FLOOR STOPS L02121 X 3 FASTENERS

1 SET SELF-ADHESIVE SEALS R0Y154

2 ALARM CONTACTS

120VAC POWER, CONDUIT, AND WIRING BY DIVISION 26. CARD READER BY OTHERS.

PROVIDE AUTOMATIC DOOR OPERATOR, ACCESS CONTROL DEVICES. TIE INTO FIRE ALARM SYSTEM TO ALLOW FREE EGRESS IN THE EVENT OF AN EMERGENCY. PROVIDE REQUEST TO EXIT PUSH BUTTON ON ROOM SIDE OF DOOR.

HW-4 GENERAL INTERIOR - CLASSROOM

HINGES QTY AND TYPE AS REQ'D

1 CLASSROOM LOCK F05

1 OVERHEAD STOP C04541

3 SILENCERS L03011

1/2" MIN.

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2'-0" FOR

GYP. WALLBD. OR 16" FOR PLASTER PARTITION.

SECTION B

VERTICAL STUDS @ 2'-0" MAX. W/GYPSUM

WALLBD. 1'-4" W/ GYPSUM LATH & PLASTER

DOUBLE STUDS FOR SUPPORTING CONC.

BACKER BOARD.

PROVIDE CONTINUOUS BRACING WHEN

STUDS EXCEED 10'-0" & ARE FINISHED

BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT.

DETAIL D

SEE

NOTE 1

1/2"

CONST. JOINT

RUNNER

BET.

STUDS

SEE DOOR

SCHEDULE

SHIM AS

REQ'D.

SEC. B

GYPSUM

WALLBD. PANELS

CONTROL

JOINT

ISOMETRIC OF CONSTR. JT.

ELEVATION AT DOOR FRAME

DETAIL D

PROVIDE SOUND

DEADENING

WHERE REQ'D.

SANITARY

STOP

METAL

DOOR

FRAME

METAL ANCHOR

CLIP

SHIM AS REQ'D.

DETAIL C

JAMB

ANCHOR

SECTION A

DOUBLE

STUDS

DETAIL C

/2"

JAMB ANCHORS

(FURNISHED WITH FRAME)

EQ

EQ

.VA

RI

ESVARIES

MET. DOOR

FRAME

6" M

AX

1/2"

CRIPPLE STUD DO NOT

ANCHOR TO BEARING STUD

A A

D

EQ

EQ

3/4 " M

IN

WIDTH

STUD

MINUS 3/16"

JAMB DEPTH

3/4 " M

IN

3/4 " M

IN

WIDTH

STUD

FRAME FACE

MINUS 3/16

MINUS 3/16

FRAME FACE12"MIN.

5/8"MAX.

INTERIOR SLIDING DOOR

GC105J A 3'-0" 7'-0" 1 3/4" WD STD F2 HM PTD HW -4

GC105H C 3'-0", 3'-0" 7'-0" 1 3/4" STEEL PTD PTD HW -SH9

DUAL AUTHENTICATION CARD READER (CARD AND PIN)

DUAL AUTHENTICATION CARD READER (CARD AND PIN)F1 HM

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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FACILITIES MANAGEMENT SERVICES

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CHIEF OF PROJECTS

AutoCAD SHX Text

GREGORY LUCAS

AutoCAD SHX Text 03-29-2024

AutoCAD SHX Text

BP

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PK

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AutoCAD SHX Text

AutoCAD SHX Text A-002

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GENERAL NOTES AND DETAILS

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BIOMEDICAL ENGINEERING

AutoCAD SHX Text

AFFAIRS - RENOVATION OF

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DEPARTMENT OF VETERANS

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50 IRVING ST, NW WASHINGTON DC 20722

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BLDG 1, STE GC105

AutoCAD SHX Text 688-24-111

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DOOR SCHEDULE

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DOOR HARDWARE

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GENERAL DOOR TYPE AND HARDWARE NOTES

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DOOR AND FRAME TYPES

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TYPICAL BULKHEAD

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GENERAL PARTITION TYPE NOTES

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TYPICAL PARTITION-TYPE 'AX' & 'AA'

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PARTITION FRAMING FOR DOORS

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FURRING PARTITION-TYPE 'F'

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BID DOCUMENTS - FOR CONSTRUCTION

ACTIVITY CATEGORY: CATEGORY C-D SMALL TO LARGE SCALE CONSTRUCTION,

RENOVATION, OR MAINTENANCE

PATIENT RISK CATEGORY: LOW -HIGHEST RISK

LEVEL OF PRECAUTION: LEVEL III - IV

1. A PRE-CONSTRUCTION INFECTION CONTROL RISK ASSESSMENT (ICRA) IS CONDUCTED BY THE

INFECTION CONTROL NURSE AND IS REQUIRED FOR ALL CONSTRUCTION, RENOVATIONS AND

MAINTENANCE WORK ACTIVITY. IT IS USED IN CONJUNCTION WITH THE PRE-CONSTRUCTION

RISK ASSESSMENT (PCRA) CONDUCTED BY THE FACILITY PROJECT MANAGER.

2. THE ICRA DESCRIBES MINIMAL REQUIRED CONTROL MEASURES FOR THE LEVEL OF INFECTION

CONTROL PRECAUTIONS NEEDED BEFORE, DURING, AND UPON COMPLETION OF ACTIVITY.

3. PRIOR TO START OF WORK, THE REQUIRED INFECTION CONTROL MITIGATION RESPONSE

STRATEGIES SHALL BE COMPLETED BY THE CONTRACTOR BASED ON THE REQUIREMENTS

SET FORTH IN THE VHA INFECTION CONTROL RISK ASSESSMENT (ICRA) MATRIX

REQUIREMENTS IN CONSULTATION WITH THE INFECTION CONTROL NURSE, FACILITY STAFF

AND SAFETY OFFICER FOR ALL HOSPITAL, CBOCS AND CLINIC SPACES. DETERMINANTS OF

MITIGATION RESPONSE INCLUDE BUT ARE NOT LIMITED TO: PATIENT AND DEPARTMENT RISK

CATEGORY, SCOPE AND DURATION OF WORK, DEFINED LOCATION AND EXTENT OF

TEMPORARY BARRIERS, CONTROL OF AIR FLOW, CONTAINMENT OF DUST AND DEBRIS,

TRANSPORTATION OF MATERIALS AND CLEANUP.

4. WORK WITHIN OCCUPIED SPACES SHALL BE SCHEDULED IN COLLABORATION WITH THE

LEADERSHIP OF THE SPACE TO MINIMIZE DISRUPTION TO FACILITY OPERATIONS AND

WORKFLOW, AS MUCH AS PRACTICABLE. WORK WITHIN OCCUPIED SPACES SHALL BE PHASED

TO LIMIT TASKS TO THOSE THAT MAY BE COMPLETED WITHIN A SINGLE WORK SHIFT, IF

POSSIBLE, INCLUDING CONTAINMENT, TASK COMPLETION, AND CLEANUP.

PRE-CONSTRUCTION ARRANGEMENTS MUST BE MADE IN ADVANCE OF THE START OF THE

WORK.

5. NOTIFY AND MEET WITH LEADERSHIP OF THE DEPARTMENT OR UNIT IN THE IMMEDIATE AREA

PRIOR TO THE START OF WORK.

6. BEFORE ANY CONSTRUCTION ON SITE BEGINS, ALL CONTRACTOR PERSONNEL INVOLVED IN

THE CONSTRUCTION OR RENOVATION ACTIVITY SHALL BE IN-SERVICED/TRAINED IN INFECTION

CONTROL MEASURES ESTABLISHED BY THE MEDICAL CENTER. AFTER THE BARRIERS ARE IN

PLACE AND APPROVED BY INFECTION CONTROL, FACILITY AND SAFETY STAFF, THE

“INFECTION CONTROL RISK ASSESSMENT (ICRA) FORM SHALL BE COMPLETED, SIGNED BY

INFECTION CONTROL AND THE FACILITY STAFF PROJECT MANAGER AND ISSUED TO FACILITY

PROJECT MANAGER/ENGINEER/STAFF. THE COMPLETED ICRA FORM MUST BE POSTED ON ALL

OF THE EXTERIOR DOORS OF THE WORK SITE.

7. A PRE-CONSTRUCTION DUST CONTROL PROGRAM WILL BE ESTABLISHED AND MAINTAINED AS

PART OF THE CONTRACTOR'S INFECTION PREVENTIVE MEASURES IN ACCORDANCE WITH THE

VHA ICRA AND PCRA GUIDELINES. PRIOR TO START OF WORK, PREPARE A PLAN DETAILING

PROJECT-SPECIFIC DUST PROTECTION MEASURES WITH ASSOCIATED PRODUCT DATA,

INCLUDING PERIODIC STATUS REPORTS, AND SUBMIT TO PROJECT ENGINEER AND FACILITY

STAFF FOR REVIEW FOR COMPLIANCE WITH CONTRACT REQUIREMENTS IN ACCORDANCE

WITH VHA ICRA AND PCRA CONSTRUCTION AND DESIGN DIRECTIVES.

8. MEDICAL CENTER INFECTION CONTROL NURSE MONITOR'S FOR THE RISK OF AIRBORNE

CONTAMINANTS DURING AND AFTER CONSTRUCTION.

PRE-CONSTRUCTION AND THROUGHOUT CONSTRUCTION WORK:

1. OBTAIN INFECTION CONTROL RISK ASSESSMENT PERMIT FROM THE FACILITY STAFF, AFTER IT

IS COMPLETED, SIGNED, APPROVED, AND ISSUED BY THE INFECTION CONTROL NURSE. POST

THE ICRA PERMIT OUTSIDE THE DOOR AT ALL POINTS OF ENTRY INTO THE CONSTRUCTION

SITE. IF THE SCOPE OF WORK CHANGES AND/OR EXPANDS OUTSIDE OF THE ORIGINAL

SPECIFIED SCOPE AND SPACE, THE ICRA MUST BE RE-VISITED WITH THE INFECTION CONTROL

NURSE, REVIEWED AND UPDATED ACCORDINGLY.

2. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM. PROTECT NEW DUCT WHEN BROUGHT INTO THE

CONSTRUCTION SITE AT ALL TIMES (PRIOR TO AND AFTER INSTALLATION)

3. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO MAINTAIN AT

LEAST A SEALED 1-HOUR SEPARATION FROM NON-WORK AREA OR IMPLEMENT CONTROL

CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE

WITH HEPA FILTRATION VACUUM, FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION

BEGINS. INSTALL 1-HOUR CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY,

OUTSIDE OF NORMAL WORK HOURS.

4. MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE (VERIFIED THROUGH

VAMC INDUSTRIAL HYGENIST AND INFECTION CONTROL), WITHIN WORK SITE UTILIZING HEPA

FILTRATION EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A

DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON

INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND MONITORED BY THE

CONTRACTOR.

5. CONTAIN AND SEAL ALL CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS BEFORE

REMOVAL FORM CONSTRUCTION SITE AND PRIOR TO TRANSPORT.

6. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS IT IS A FITTED, SOLID

LID.

7. PLACE DUST MATS AT ENTRANCE AND EXIT OF WORK AREAS AND REPLACE THEM DAILY.

8. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

IN GENERAL, THE FOLLOWING PREVENTIVE MEASURES SHALL BE ADOPTED DURING

CONSTRUCTION TO CONTROL DUST AND PREVENT MOLD.

1. CONTRACTOR SHALL VERIFY THAT CONSTRUCTION EXHAUST TO EXTERIOR IS NOT

REINTRODUCED TO THE MEDICAL CENTER THROUGH INTAKE VENTS, OR BUILDING OPENINGS.

HEPA FILTRATION IS REQUIRED.

2. EXHAUST HOSES SHALL BE EXHAUSTED SO THAT DUST IS NOT REINTRODUCED TO THE

MEDICAL CENTER.

3. ADHESIVE WALK-OFF/CARPET WALK-OFF STICKY MATS SHALL BE USED AT ALL INTERIOR

TRANSITIONS FROM THE CONSTRUCTION AREA TO MEDICAL CENTER AREAS THAT ARE

OCCUPIED. THESE MATS SHALL BE CHANGED AS OFTEN AS REQUIRED TO MAINTAIN CLEAN

WORK AREAS DIRECTLY OUTSIDE CONSTRUCTION AREA AT ALL TIMES.

4. VACUUM AND WET MOP ALL TRANSITION AREAS FROM CONSTRUCTION TO THE OCCUPIED

MEDICAL CENTER AT THE END OF EACH WORKDAY. VACUUMING SHALL UTILIZE HEPA

FILTRATION. MAINTAIN CLEANLINESS OF SURROUNDING AREA FREQUENTLY. REMOVE DEBRIS

AS IT IS CREATED. TRANSPORT THE DEBRIS OUTSIDE OF THE CONSTRUCTION AREA IN RIGID

CONTAINERS WITH TIGHTLY FITTED RIGID LIDS.

5. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE RESIDENT ENGINEER, INFECTION CONTROL AND THE MEDICAL CENTER.

WHEN, APPROVED, DEBRIS SHALL BE HAULED IN ENCLOSED DUST PROOF RIGID CONTAINERS

OR WRAPPED IN PLASTIC AND SEALED WITH DUCT TAPE. NO SHARP OBJECTS SHOULD BE

ALLOWED TO CUT THROUGH THE PLASTIC.

6. WIPE DOWN THE EXTERIOR OF THE WORK CARTS AND CONTAINERS WITH MOIST

DISINFECTANT WIPES OR EQUIVALENT TO REMOVE DUST PRIOR TO ENTERING THE HOSPITAL.

7. ALL EQUIPMENT, TOOLS, MATERIAL, ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL

BE MADE FREE FROM DUST AND MOISTURE BY HEPA FILTRATION VACUUMING AND A MOIST

WIPE DOWN.

8. THERE SHALL BE NO STANDING WATER DURING CONSTRUCTION. THIS INCLUDES WATER IN

EQUIPMENT DRIP PANS AND OPEN CONTAINERS WITHIN THE CONSTRUCTION AREAS. ALL

ACCIDENTAL SPILLS MUST BE CLEANED UP AND DRIED WITHIN 12 HOURS. REMOVE AND

DISPOSE OF POROUS MATERIALS THAT REMAIN DAMP FOR MORE THAN 72 HOURS.

UPON COMPLETION: Levels III - IV

THE CONSTRUCTION AREAS MUST BE INSPECTED BY INFECTION CONTROL NURSE(S) AND

ENGINEERING REPRESENTATIVE (AND OTHERS AS DETERMINED BY THE FACILITY) FOR FINAL

ACTIVITY/PROJECT CLOSE OUT AND REMOVAL OF INFECTION PREVENTION AND CONTROL

MEASURES (CONTAINMENT, BARRIERS, HEPA FILTRATION NEGATIVE AIR PRESSURE UNITS, ETC.).

RETURN THE ICRA PERMIT DOCUMENT TO THE INFECTION CONTROL NURSE AT THE COMPLETION

OF THE EACH PROJECT.

WORK AREA CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS. USE CLEAN MOP HEADS. FILL WITH CLEAN WATER AND

DISINFECTANT AT THE BEGINNING OF EACH DAY. DO NOT LEAVE STANDING WATER IN

BUCKETS OR FLOORS OVER NIGHT. EMPTY AND CLEAN THE MOP BUCKET AT THE END OF

EACH DAY.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES AND CLEAN THEM.

REMOVAL OF CRITICAL BARRIERS:

1. CRITICAL BARRIERS MUST REMAIN IN PLACE DURING ALL WORK INVOLVING DRYWALL

REMOVAL, CREATION OF DUST AND ACTIVITIES BEYOND SIMPLE TOUCH-UP WORK. THE

BARRIER MAY NOT BE REMOVED UNTIL A WORK AREA CLEANING HAS BEEN PERFORMED.

ADDITIONAL CLEANING MAY BE NEEDED AFTER REMOVAL OF BARRIER.

2. ALL (PLASTIC OR HARD) BARRIER REMOVAL ACTIVITIES MUST BE COMPLETED IN A MANNER

THAT PREVENTS DUST RELEASE. USE THE FOLLOWING PRECAUTIONS WHEN REMOVING HARD

BARRIERS:

i. CAREFULLY REMOVE SCREWS AND PAINTER TAPE.

ii. IF DUST WILL BE GENERATED DURING SCREW REMOVAL, USE HAND-HELD HEPA

FILTRATION VACUUM.

iii. CLEAN ALL STUD TRACKS WITH HEPA FILTRATION VACUUM BEFORE REMOVING OUTER

HARD BARRIER.

iv. DRYWALL CUTTING IS PROHIBITED DURING REMOVAL PROCESS. REMOVE DRYWALL OR

GYPSUM BOARDS IN INTACT SECTIONS.

v. USE A PLASTIC BARRIER TO ENCLOSE AREA IF DUST COULD BE GENERATED.

NEGATIVE AIR REQUIREMENTS:

1. THE USE OF NEGATIVE AIR MUST BE DESIGNED TO REMOVE CONTAMINANTS FROM THE WORK

AREA.

2. NEGATIVE AIR DEVICES (FANS, FILTERS, MONITORING AND DOCUMENTATION EQUIPMENT)

MUST ALWAYS REMAIN OPERATIONAL AND IN PLACE FOR A PERIOD AFTER COMPLETION OF

DUST CREATING ACTIVITIES TO REMOVE CONTAMINANTS FROM THE WORK AREA AND BEFORE

REMOVAL OF CRITICAL BARRIERS.

HVAC SYSTEMS:

1. UPON REMOVAL OF CRITICAL BARRIERS, REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

2. VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

3. VERIFY AND DOCUMENT THROUGH A TAB REPORT THAT THE HVAC SYSTEMS MEETS ORIGINAL

AND REQUIRED AIRFLOW AND AIR EXCHANGE DESIGN SPECIFICATIONS.

WATER SYSTEMS:

1. UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING OF ALL WATER

OUTLETS AND DRAINS SHALL CONTINUE AT LEAST TWICE PER WEEK IN ACCORDANCE WITH

VHA DIRECTIVE 1061. DOCUMENT ALL FLUSHING ACTIVITY IN A LOG AND PROVIDE A COPY TO

FACILITY STAFF.CONTROL MEASURES ARE TO BE IN PLACE FOR THE DURATION OF THE

ACTIVITY.1. PERFORM WORK ACTIVITY IN A MANNER THAT DOES NOT CREATE DUST.

2. IMMEDIATELY REPLACE ANY CEILING TILE, CLOSE ACCESS PANELS, ETC., UPON COMPLETION

OF WORK.

3. ANY MATERIALS AND EQUIPMENT BEING BROUGHT INTO THE FACILITY MUST BE FREE OF

CONTAMINANTS AND LOOSE MATERIAL.

LEVEL III: ALL CONTROL MEASURES IN LEVEL I & II OF ICRA FORM INCLUDING THE FOLLOWING:

1. PROVIDE ACTIVE MEANS TO CONTROL AIRBORNE DUST FROM DISPERSING INTO OCCUPIED

AREAS AND/OR WATER MIST SURFACE TO CONTROL DUST (E.G., MOBILE DUST CONTAINMENT

CART OR SOME OTHER SYSTEM).

2. ENSURE WORKER CLOTHING IS CLEAN AND FREE OF VISIBLE DUST BEFORE LEAVING THE

WORK AREA.

3. REMOVE OR ISOLATE AIR DIFFUSERS (SUPPLY AND RETURN) TO PROTECT THE HVAC SYSTEM

FROM DUST AND REDUCE AIR TURBULENCE. REBALANCE SYSTEM TO ADDRESS DIFFUSER

ISOLATION.

4. WHEN THE WORK INVOLVES OR IMPACTS POTABLE WATER SYSTEMS INCLUDING STAGNATION

DUE TO REDUCED USAGE, THE PIPING SHALL BE FLUSHED TWICE A WEEK OR ISOLATED FROM

THE MAIN SYSTEM.

5. SEAL DOORS, TO PREVENT DUST MIGRATION.

6. CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA. PERFORM DAILY CLEANING AND

DISPOSAL OF TRASH (COVERED) FROM WORK AREA USING AN IDENTIFIED EXIT ROUTE.

7. ANY EQUIPMENT, TOOLS, OR MATERIALS REMOVED FROM THE WORK AREA MUST BE IN

SEALED CONTAINERS AND/OR CLEANED OF DUST AND DEBRIS PRIOR TO REMOVAL FROM THE

AREA.

8. NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS (WITH A HARD LID) MUST BE USED TO

TRANSPORT TRASH AND DEBRIS FROM THE CONSTRUCTION AREAS. THESE CONTAINERS

MUST BE DAMP-WIPED CLEANED AND FREE OF VISIBLE DUST/DEBRIS BEFORE LEAVING THE

CONTAINED WORK AREA.

9. INSTALL A STICKY (DUST COLLECTION) MAT AT ENTRANCE OF CONTAINED WORK AREA BASED

ON FACILITY POLICY. STICKY MATS MUST BE CHANGED ROUTINELY AND WHEN VISIBLY

SOILED.

10. MAINTAIN CLEAN SURROUNDINGS WHEN AREA IS NOT CONTAINED BY DAMP MOPPING OR

HEPA FILTRATION VACUUMING SURFACES AT LEAST DAILY.11. ENSURE AVAILABILITY OF

EQUIPMENT FOR CLEANING HANDS.

12. CONSTRUCT AND COMPLETE CRITICAL BARRIERS MEETING NFPA 241 REQUIREMENTS.

BARRIERS MUST EXTEND TO THE CEILING OR IF CEILING TILE IS REMOVED, TO THE DECK

ABOVE.

13. ALL (PLASTIC OR HARD) BARRIER CONSTRUCTION ACTIVITIES MUST BE COMPLETED IN A

MANNER THAT PREVENTS DUST RELEASE. PLASTIC BARRIERS MUST BE EFFECTIVELY AFFIXED

TO FLOOR AND CEILING (OR FLOOR/ROOF DECK ABOVE) AND SECURE FROM MOVEMENT OR

DAMAGE.

14. SEAL ALL PENETRATIONS IN CONTAINMENT BARRIERS, INCLUDING FLOORS AND CEILING,

USING APPROVED MATERIALS (UL SCHEDULE FIRESTOP IF APPLICABLE FOR BARRIER TYPE).

15. MAINTAIN 0.01 INCHES /WATER GAUGE NEGATIVE PRESSURE DIFFERENCE WHT RESPECT TO

ALL SURROUNDING SPACES WITH THE USE OF HEPA FILTRATION EXHAUST AIR SYSTEMS

DIRECTED OUTDOORS. THIS MUST BE MAINTAINED CONTINUOUSLY 24/7 FOR THE DURATION

OF THE PROJECT. EXHAUST DISCHARGED DIRECTLY TO THE OUTDOORS THAT IS 25 FEET OR

GREATER FROM ENTRANCES, AIR INTAKES AND WINDOWS IS NOT REQUIRED TO BE

HEPA-FILTERED. EXHAUSTING DISCHARGED AIR INTO SHARED OR RECIRCULATING HVAC

SYSTEMS, OR OTHER SHARED EXHAUST SYSTEMS (E.G., BATHROOM EXHAUST) IS PROHIBITED.

IN HIGHEST RISK AREAS, MAINTAIN 0.03 INCHES/WATER GAUGE NEGATIVE PRESSURIZATION

OF THE ENTIRE SPACE BY USE OF HEPA FILTRATION EXHAUST AIR SYSTEMS.

16. INSTALL A DIFFERENTIAL PRESSURE SENSING DEVICE (E.G., MAGNEHELIC, MANOMETER, OR

DIGITAL MONITORING) ON EXTERIOR OF WORK CONTAINMENT TO CONTINUALLY MONITOR AND

DOCUMENT NEGATIVE PRESSURIZATION. THE “BALL IN THE WALL” OR SIMILAR APPARATUS

ARE NOT ACCEPTABLE. BASIS OF DESIGN: OMNIGUARD PRESSURE 6 MONITOR.

LEVEL IV: ALL CONTROL MEASURES OF LEVEL I, II & III OF ICRA FORM, INCLUDING THE

FOLLOWING:

1. BARRIERS MUST BE HARD BARRIERS UNLESS TEMPORARY TO INSTALL FINAL BARRIER.

2. CONTAINMENT MUST INCLUDE AN ANTEROOM TO ENSURE PRESSURE CONTROL, ANTEROOM

MUST BE LARGE ENOUGH FOR EQUIPMENT STAGING, CART CLEANING, WORKERS' PPE, AND

CLEANING.

3. WORKER CLOTHING AND/OR PPE MUST BE REMOVED OR CLEAN AND FREE OF VISIBLE DUST

BEFORE LEAVING THE WORK AREA ANTEROOM. HEPA FILTRATION VACUUMING OF CLOTHING

OR USE OF COVER SUITS IS ACCEPTABLE.

4. WORKERS MUST WEAR SHOE COVERS OR HAVE A METHOD TO CLEAN SHOES IN THE

ANTEROOM. SHOE COVERS MUST BE REMOVED PRIOR TO EXITING THE ANTEROOM TO THE

OCCUPIED SPACE (NON-WORK AREA). DAMAGED SHOE COVERS MUST BE CHANGED

IMMEDIATELY.

CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED AS REQUIRED BASED UPON ICRA

PRECAUTIONS: LEVELs III & IV RESPECTIVELY:

1. DOOR WITH CLOSURE MASKING TAPE APPLIED OVER THE METAL FRAME AND DOOR IS

ACCEPTABLE FOR PROJECTS THAT CAN BE CONTAINED IN A SINGLE ROOM. ALL DOORS

SEPARATING THE CONSTRUCTION SITE FROM THE MEDICAL CENTER MUST BE AT LEAST ¾

HOUR FIRE RATED AND WITH A DOOR CLOSURE.

2. CONSTRUCTION, DEMOLITION OR RECONSTRUCTION NOT CAPABLE OF CONTAINMENT WITHIN

A SINGLE ROOM MUST HAVE THE FOLLOWING BARRIERS ERECTED AND MADE PRESENTABLE

ON HOSPITAL OCCUPIED SIDE:

3. (WHERE DUST CONTROL IS THE ONLY HAZARD, AND AN AGREEMENT IS REACHED WITH THE

INFECTION CONTROL AND THE RESIDENT ENGINEER AND MEDICAL CENTER) - AIRTIGHT

PLASTIC BARRIER THAT EXTENDS FROM THE FLOOR TO CEILING. SEAMS MUST BE SEALED

WITH DUCT TAPE TO PREVENT DUST AND DEBRIS FROM ESCAPING

4. 1-HOUR DRYWALL BARRIER ERECTED WITH JOINTS COVERED OR SEALED TO PREVENT DUST

AND DEBRIS FROM ESCAPING.

5. SEAL ALL PENETRATIONS IN EXISTING BARRIER AIRTIGHT AND WITH FIRE STOP

6. BARRIERS ARE FLOOR TO SLAB ABOVE AS WELL AS CHASES AND CEILING SPACES TO STOP

MOVEMENT AIR AND DEBRIS

7. AT ELEVATORS SHAFTS OR STAIRWAYS CONTINUE THE 2-HOUR RATING AND SEAL ALL

PENETRATIONS WITH FIRE STOP

8. PRODUCTS AND MATERIALS

A. BARRIER DOORS: SELF CLOSING ONE-HOUR FIRE-RATED SOLID CORE WOOD IN STEEL FRAME, PAINTED

B. DUST PROOF BARRIER: 1 HOUR FIRE-RATED DRYWALL TAPED AND PAINTED

C. HIGH EFFICIENCY PARTICULATE AIR-EQUIPPED FILTRATION MACHINE RATED AT 99% CAPTURE

OF 0.1 MICRONS INCLUDING POLLEN, MOLD SPORES, AND DUST PARTICLES. HEPA FILTERS

SHOULD HAVE ASHRAE 85 OR OTHER PREFILTER TO EXTEND THE USEFUL LIFE OF THE HEPA

FILTER. PROVIDE BOTH PRIMARY AND SECONDARY FILTRATIONS UNITS. MAINTENANCE OF

EQUIPMENT AND REPLACEMENT OF THE HEPA FILTERS AND OTHER FILTERS WILL BE IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

D. EXHAUST HOSES: HEAVY DUTY, FLEXIBLE STEEL REINFORCED; VENTILATION BLOWER HOSE

E. ADHESIVE WALK-OFF MATS: PROVIDE MINIMUM SIZE MATS OF 24 INCHES X 36 INCHES AT ALL

INGRESS AND EGRESS LOCATIONS.

F. DISINFECTANT: USE THE HOSPITAL-APPROVED DISINFECTANT OR EQUIVALENT PRODUCT

G. PORTABLE CEILING ACCESS MODULES CAN BE USED AS APPROPRIATE FOR OPEN CEILING

ACCESS DURING MINOR ABOVE THE CEILING ACTIVITY

EXTERIOR CONSTRUCTION

1. CONTRACTOR SHALL VERIFY THAT DUST WILL NOT BE INTRODUCED INTO THE MEDICAL

CENTER USING NEGATIVE AIR THROUGH BUILDING OPENINGS OR INTAKE VENTS - INTAKE

VENTS MUST BE CONFIRMED THROUGH VAMC DC HVAC MANAGER. HEPA FILTRATION ON

INTAKE VENTS IS REQUIRED WHERE DUST MAY BE INTRODUCED.

2. DUST CREATED FROM DISTURBANCE OF SOIL SUCH AS FROM VEHICLE MOVEMENT WILL BE

WETTED WITH USE OF A WATER TRUCK AS NECESSARY

3. ALL CUTTING, DRILLING, GRINDING, SANDING, OR DISTURBANCE OF MATERIALS SHALL BE

ACCOMPLISHED WITH TOOLS EQUIPPED WITH EITHER LOCAL EXHAUST VENTILATION (I.E.

VACUUM SYSTEMS) OR WET SUPPRESSION CONTROLS AND MUST COMPLETE THE VA'S “HOT

WORK PERMIT” FORM.

REFERENCES:

1. U.S. DEPARTMENT OF VETERANS AFFAIRS. VETERANS HEALTH ADMINISTRATION (2023).

HEALTHCARE ENVIRONMENT AND FACILITIES PROGRAMS. VHA INFECTION CONTROL RISK

ASSESSEMENT (ICRA). VHA Infection Control Risk Assessment (ICRA) | Healthcare Environment and Facilities Programs (va.gov)

2. U.S. DEPARTMENT OF VETERANS AFFAIRS. VETERANS HEALTH ADMINISTRATION (2023).

HEALTHCARE ENVIRONMENT AND FACILITIES PROGRAMS. PRE-CONSTRUCTION RISK

ASSESSMENT/INFECTION CONTROL RISK ASSESSEMENTS (PCRA)/(ICRA) Pre-Construction Risk Assessments/Infection Control Risk Assessments (PCRA) / (ICRA) | Healthcare Environment and Facilities Programs (va.gov)

3. U.S. DEPARTMENT OF VETERANS AFFAIRS. VETERANS HEALTH ADMINISTRATION (2023).

HEALTHCARE ENVIRONMENT AND FACILITIES PROGRAMS.

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