Attachment 02 534-CSI-714 Bid Drawings - REV 3-27-26.pdf

PDF 28 MB Posted

Attached to
Z1DA--534-CSI-714 / CARDIAC CATHETERIZATION LAB #1 SITE PREP - CONSTRUCTION / (VA-26-00042281)
Solicitation number
36C24726B0003
Issued by

About this file

This file is a set of bid drawings (Revision 3, dated March 27, 2026) for the Cardiac Catheterization Lab #1 Site Preparation project at Ralph H. Johnson VA Medical Center under Project 534-CSI-714. The drawings serve as construction documentation to support the solicitation 36C24726B0003 issued by the Department of Veterans Affairs Veterans Health Administration, Veterans Integrated Service Network 7.

The bid drawings provide the detailed architectural and engineering specifications necessary for contractors to prepare competitive bids for the site preparation work required to establish the new Cardiac Catheterization Lab #1 facility. As construction drawings, they contain the technical requirements, spatial layouts, site conditions, utility considerations, and other design parameters that bidders must reference to understand the scope of work, estimate costs accurately, and develop compliant proposals. These drawings are essential reference documents for the bidding process and will form the basis for contract performance upon award.

View the file

Other files

File Type Posted
36C24726B0003 0005.docx DOCX document
36C24726B0003 0004.docx DOCX document
36C24726B0003 0003.docx DOCX document
Attachment 20 534-CSI-714 Brand Name J A Takeform Signs.pdf PDF
36C24726B0003 0002.docx DOCX document
Attachment 19 Site Visit Contractor Sign-In sheet.pdf PDF
Attachment 10 RFI Questions Responses.pdf PDF
Attachment 15 1-AE105R1.pdf PDF
Attachment 06 534-CSI-714 Brand Name J A Fire Sprinkler Dampers.pdf PDF
36C24726B0003 0001.docx DOCX document
Attachment 17 283100-R1.pdf PDF
Attachment 08 534-CSI-714 Brand Name J A Rauland Nurse Call.pdf PDF
Attachment 18 26-0604-Addendum 1 Narrative.pdf PDF
Attachment 07 534-CSI-714 Brand Name J A Gamewell FCI.pdf PDF
Attachment 16 088000-R1.pdf PDF
Attachment 09 534-CSI-714 Brand Name J A Siemens Desigo.pdf PDF
Attachment 14 1-AD012R1.pdf PDF
Attachment 12 Siemens Drawings REV 0 2314509R0 534-CSI-714 Cathlab.pdf PDF
Attachment 13 takeform signage supplement for CathLab2.pdf PDF
Attachment 11 ICRA 534-CSI-714 Cathlab 1 Site Prep TAVRS R1.pdf PDF
S02 36C24726B0003_1.pdf PDF
Attachment 01 534-CSI-714 Specifications.pdf PDF
Attachment 04 Limitations on Subcontracting.pdf PDF
Attachment 03 Wage Determination.pdf PDF
Attachment 05 Experience Modification Rate Form.pdf PDF
Show all 25

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

VA MEDICAL

CENTER

SIGN

LOCATION MAP - CHARLESTON, SOUTH CAROLINA

MCMILLIAN AVE

SPRUILL AVENUE

MEETING

STREET

EAST BAY

STREET

CANNON STREET 17N

I-26

17S

COSGROVE

AVENUE

WEST

ASHLEY

LOCKWOOD DRIVE

JAMES ISLAND

VA MEDICAL

CENTER

BROAD

STREET

BEAUFAIN

STREET

CALHOUN

STREEN

MONTAGUE STREET

BEE STREET

KING STREET

CAMPUS MAP

AREA OF WORK

VENDOR DRAWINGS

NUMBER SHEET DESCRIPTION

A-101

A-102

S-101

S-102

S-501

E-101

E-102

E-501

M-501

ARCHITECTURAL EQUIPMENT PLAN

DETAILS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL RACEWAY PLAN

FLOOR PLATE INFORMATION

STRUCTURAL CEILING

STRUCTURAL FLOOR

REFLECTED CEILING AND CLEARANCES

TOTAL SHEETS: 9

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

MOON TREE, LLC

1808 Deep Creek Rd Oklahoma City, OK 73131

(405) 509-5254

STRUCTURAL / CIVIL

ENGINEER

MOON TREE, LLC

1808 DEEP CREEK ROAD

OKLAHOMA CITY, OK 73131

(405) 509-5254

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

FIRE PROTECTION

ENGINEER

F U

L L

Y S

P R

IN

K

L E

R E

D

BOWMAN FOSTER & ASSOCIATES, INC

6353 CENTER DRIVE, #101

NORFOLK, VA 23502

(757) 466-7400

/1

/2

:4 :5

P

M

GI000

COVER SHEET

JDA

1 57

DW

PROJECT SUBMISSION PHASE: 100% CONTRACT DOCS FOR BIDDING

CARDIAC CATH LAB REMODEL

VA PROJECT NUMBER: 534-CSI-714

CARDIAC CATH LAB REMODEL

03/12/2026

534-CSI-714

VA CHARLESTON HEALTH CARE

109 BEE STREET

CHARLESTON, SC 29401

RALPH H. JOHNSON MEDICAL CENTER

VA CHARLESTON HEALTH CARE

109 BEE STREET

CHARLESTON, SC 29401

PROJECT SUBMISSION PHASE: 100% CONTRACT DOCS FOR BIDDING

1-

SHEET INDEX

NUMBER SEQUENCE SHEET NAME

[01] GENERAL

GI000 1 COVER SHEET

GI001 2 GENERAL INFORMATION

GI011 3 PARTIAL LIFE SAFETY PLAN

GI100 4 ICRA DETAILS

GI101 5 INFECTION AND DUST CONTROL PLAN

GI102 6 INFECTION AND DUST CONTROL PLAN

[02] ENVIRONMENTAL

HA101 7 HAZARDOUS MATERIALS PLAN

[03] ARCHITECTURAL

AD011 8 FIRST FLOOR RCP - REFERENCE PLAN

AD012 9 SECOND FLOOR DEMOLITION PLAN

AD013 10 REFLECTED CEILING DEMOLITION PLANS

AE001 11 PARTITION TYPES AND INTERIOR DETAILS

AE101 12 SECOND FLOOR PLAN - NEW WORK

AE102 13 EQUIPMENT PLAN

AE103 14 REFLECTED CEILING PLAN

AE104 15 SECOND FLOOR PLAN - INTERIOR ELEVATIONS

AE105 16 DOOR SCHEDULE, WINDOW SCHEDULE AND DETAILS

AI101 17 FINISH AND SIGNAGE PLAN

[04] STRUCTURAL

SG001 18 STRUCTURAL GENERAL NOTES

SG002 19 STRUCTURAL GENERAL NOTES

SG003 20 LIGHT GAGE WALL FRAMING (SEISMIC)

SG004 21 TYPIICAL BRACING AND FRAMING DETAILS (SEISMIC)

SF101 22 FRAMING PLAN - FLOOR

SF102 23 FRAMING PLAN - ABOVE

[05] PLUMBING

P-001 24 PLUMBING LEGEND, ABBREVIATIONS, GENERAL NOTES, AND

SCHEDULES

PD101 25 SECOND FLOOR - PLUMBING DEMOLITION PLAN

PD102 26 SECOND FLOOR - MEDGAS DEMOLITION PLAN

P-101 27 SECOND FLOOR - DOMESTIC WATER PLAN

P-102 28 SECOND FLOOR - SANITARY WATER PLAN

P-103 29 SECOND FLOOR - MEDGAS PIPING PLAN

P-501 30 PLUMBING DETAILS

SHEET INDEX

NUMBER SEQUENCE SHEET NAME

[06] MECHANICAL

M-001 31 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

MD101 32 SECOND FLOOR - MECHANICAL DEMOLITION PLAN

M-101 33 SECOND FLOOR - DUCTWORK PLAN

M-102 34 ROOF PLAN - DUCT WORK PLAN

M-201 35 SECOND FLOOR - PIPING PLAN

M-501 36 MECHANICAL DETAILS

M502 37 MECHANICAL DETAILS

M-601 38 MECHANICAL SCHEDULES

M-701 39 EXISTING MECHANICAL CONTROLS

M-702 40 MECHANICAL CONTROLS

M703 41 MECHANICAL CONTROLS

[07] FIRE PROTECTION

FP101 42 FIRE PROTECTION

[08] ELECTRICAL

E-001 43 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES

ED101 44 FLOOR PLAN - DEMOLITON

E-101 45 2ND FLOOR PLAN - LIGHTING - CATH LAB

E-102 46 2ND FLOOR PLAN - POWER - CATH LAB

E-103 47 ELECTRICAL RACEWAY PLAN

E104 48 ELECTRICAL ROOF PLAN

E-501 49 LIGHTING DIGRAMS AND DETAILS

E-502 50 ELECTRICAL DETAILS

E-503 51 LIGHTING DETAILS

E-601 52 POWER RISER DIAGRAMS

E-602 53 PANELBOARD SCHEDULES

E-603 54 SIEMENS REQUIREMENTS

[09] NURSE CALL

NC101 55 NURSE CALL

[10] SECURITY

EY101 56 ACCESS CONTROL PLAN

EY102 57 ACCESS CONTROL DETAILS

TOTAL SHEETS: 57

UTHO S C F ARO OE LT INA

T A

S

R

TE

CG EIS TIT HE CRE RD A

JENNIFER

AYERS

Louisville, KY

AR.12332

ASHRAE 90.1 - 2022 EDITION

BUILDING LOCATION: CHARLESTON, SC.

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 3A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE 5.5-3):

ROOFS REQUIRED DESIGNED

INSULATION: R-25 c.i. EXISTING

METAL BUILDINGS: R-10 + R-19 FC EXISTING

ATTIC AND OTHER: R-38 EXISTING

WALLS, ABOVE GRADE

MASS: R-7.6 c.i. EXISTING METAL BUILDING: R-0 + R-9.8 c.i. N/A STEEL-FRAMED: R-13 + R-5 c.i. EXISTING

WOOD-FRAMED AND OTHER: R-13 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: NR EXISTING

FLOORS

MASS: R-10 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 N/A

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: NR EXISTING

HEATED SLABS: R-15 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

0-40% OF WALL FIXED: U-0.42 EXISTING

0-40% OF WALL OPERABLE: U-0.54 EXISTING

0-40% OF WALL ENTRANCE DOOR: U-0.68 EXISTING

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

R

E F

L E

C T

IV

E

S U

R F

A C

E

M

A X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

M

IN

A

N S

I

IC

C A

.1

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 NATIONAL FIRE CODES (NFPA)

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

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2021 INTERNATIONAL MECHANICAL CODE

• 2020 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN

ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE,

EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR

INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60

CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS

DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER

MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE

THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS

REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED,

IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME

SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF

THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY

OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE

INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN

ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY

AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT.

MOONTREE, LLC, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

1023A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00"

4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPXOY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I

IC

C A

.1

M

IN

(A N

S I

IC

C A

.1

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

MOON TREE, LLC

1808 Deep Creek Rd Oklahoma City, OK 73131

(405) 509-5254

STRUCTURAL / CIVIL

ENGINEER

MOON TREE, LLC

1808 DEEP CREEK ROAD

OKLAHOMA CITY, OK 73131

(405) 509-5254

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

FIRE PROTECTION

ENGINEER

F U

L L

Y S

P R

IN

K

L E

R E

D

BOWMAN FOSTER & ASSOCIATES, INC

6353 CENTER DRIVE, #101

NORFOLK, VA 23502

(757) 466-7400

/1

/2

:4 :5

P

M

GI001

GENERAL INFORMATION

JDA

2 57

DW

PROJECT SUBMISSION PHASE: 100% CONTRACT DOCS FOR BIDDING

CARDIAC CATH LAB REMODEL

03/12/2026

534-CSI-714

VA CHARLESTON HEALTH CARE

109 BEE STREET

CHARLESTON, SC 29401 1-

UTHO S C F ARO OE LT INA

T A

S

R

TE

CG EIS TIT HE CRE RD A

JENNIFER

AYERS

DN

PROJECT

SITE

NFPA 101-2024 EDITION:

CHAPTER 21 EXISTING AMBULATORY OCCUPANCY

BUILDING HEIGHT: EXISTING

BUILDING AREA:

SMOKE COMPARTMENTALIZATION AREA LIMITATION:

40,000 SF PER SMOKE COMPARTMENT (NFPA 101, 2024, FULLY SPRINKLERED),

MINIMUM OF 2 REQUIRED.

SECOND FLOOR AREA OF WORK: 2,389 SF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM

THROUGHOUT

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE II (000) EXISTING

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 0 HR / EXISTING

• BEAM, GIRDERS, TRUSSES: 0 HR / EXISTING

• FLOOR/CEILING ASSEMBLIES: 0 HR / EXISTING

• ROOF/CEILING ASSEMBLIES: 0 HR / EXISTING

• EXTERIOR NON-BEARING WALLS: 0 HR / EXISTING

• INTERIOR NON-BEARING WALLS: 0 HR / EXISTING

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK,

EXTERIOR NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT

EXTERIOR)

SHAFTS (8.6.5)

• NEW CONSTRUCTION MINIMUM 1-HOUR RATING

• EXISTING CONSTRUCTION MINIMUM 1/2 HOUR

TRAVEL DISTANCE:

• DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (21.2.5.3)

• MAXIMUM COMMON PATH OF TRAVEL: 100' (21..2.5.1)

• MAXIMUM TRAVEL DISTANCE: 200' (21.2.6.2.1/21.2.6.2.2)

• CORRIDOR MINIMUM FIRE RATING: 1/2 HR (21.3.7.5)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR EXIT WIDTH.

EXISTING STAIR WIDTH PROVIDED IS 44 1/4" AT STAIR 1.

PROTECTED AREAS: (8.7.3.1)

• STORAGE ROOMS/CLEAN/SOILED - SMOKE RESISTIVE AND FULLY SPRINKLERED.

FIRE ALARM SYSTEM:

• REQUIRED / PROVIDED EXISTING SYSTEM.

LIFE SAFETY LEGEND

FEC FIRE EXTINGUISHER CABINET

EXIT LIGHT / SIGN

BUILDING EXIT

EGRESS PATH

EGRESS START

AREA NOT IN SCOPE

LIFE SAFETY CODE ANALYSIS

FIRE-RATED PARTITIONS & SMOKE BARRIERS

EXISTING FIRE - 1 HOUR

EXISTING FIRE - 2 HOUR

EXISTING FIRE / SMOKE - 1 HOUR

EXISTING FIRE / SMOKE - 2 HOUR

SUITE

NON-RATED SMOKE RESISTIVE ENCLOSURE

1 HOUR HAZARDOUS ROOM (NFPA 101)

SMOKE RESISTIVE HAZARDOUS ROOM (NFPA 101)

MECHANICAL ROOM

AA231

ELECT. ROOM

AA230

ELECT. ROOM

AA229

LOCKER ROOM

AA227

CARDIAC CATH LAB 2

AA223

CARDIAC CATH LAB

CONTROL

AA223A PRE-POST DOCUMENTATION

AA219

CARDIAC CATH 2 MECH RM

AA223B

RESPIRATOR STORAGE

AA239

PSC ROOM

XAA243A

STERILE STORAGE

AA239A

SOILED UTILITY

AA237A

CARDIAC CATH LAB 1

AA205

IMAGING SYSTEMS

COMPONENT ROOM (ICR)

AA205A

RME STORAGE

AA204A

STERILE SUPPLY

AA206

PATIENT HOLDING

AA207

TOILET

AA208

AA209

WATRE ROOM

BB226

DIALYSIS MECH RM

BB227

DIA. NURSE OFFICE

BB229

CLEAN LINEN

BB228

PHARM. OFFICE

BB230

BEHAVIORAL HEALTH

BB231

DIALYSIS

BB233

EKG RM

AA202

INFO MGMT ELECTRONICS

AA203

CARDIAC RESEARCH

AA244

FELLOWS OFFICE

AA242

ELECT. CLO.

AA241

PULMONARY SUPERVISORS

AA238

PFT GAS

AA236ACPAP

AA234

CARDIOLOGY OFFICE

AA218

CARDIOLOGY OFFICE

AA220

PHYSICIAN'S OFFICE

AA222

PHYSICIAN'S OFFICE

AA224GAS STORAGE

AA225

FELLOWS OFFICE

AA226

SOILED UTILITY

AA216

TECH OFFICE

AA218A

CLEAN SUPPLY

AA214

CARDIOLOGY CONFERENCE

ROOM

AA213

CARDIOLOGY OFFICE

AA212

CARDIOLOGY NURSE

MANGER

AA211

CHIEF OF CARDIAC CATH

LAB

AA210

VEST17

COR2BB4

CORRIDOR

COR2AA2

WAITING AREA

AA237

A213A A208

A209A213

A213B A211A A212

A211

STAIRS

NO. 1

A210

SUITE 16 CARDIOLOGY LAB

11,255 S.F. NON-PATIENT

SLEEPING CARE

EXIT

EXIT

EXIT

EXIT EXIT EXIT

EXIT

EXIT

EXIT

EXIT

168' - 7"

38 sec

FEC

FEC

CONTROL ROOM

AA217

NEW SEMI-RESTRICTED

CORRIDOR

COR2AA1

SCRUB AREA

AA221

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

MOON TREE, LLC

1808 Deep Creek Rd Oklahoma City, OK 73131

(405) 509-5254

STRUCTURAL / CIVIL

ENGINEER

MOON TREE, LLC

1808 DEEP CREEK ROAD

OKLAHOMA CITY, OK 73131

(405) 509-5254

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

FIRE PROTECTION

ENGINEER

F U

L L

Y S

P R

IN

K

L E

R E

D

BOWMAN FOSTER & ASSOCIATES, INC

6353 CENTER DRIVE, #101

NORFOLK, VA 23502

(757) 466-7400

/1

/2

:4 :5

P

M

GI011

PARTIAL LIFE SAFETY PLAN

JDA

3 57

DW

PROJECT SUBMISSION PHASE: 100% CONTRACT DOCS FOR BIDDING

CARDIAC CATH LAB REMODEL

03/12/2026

534-CSI-714

VA CHARLESTON HEALTH CARE

109 BEE STREET

CHARLESTON, SC 29401 1-

Scale: 1/8" = 1'-0" 1F

PARTIAL LIFE SAFETY PLAN CARDIOLGY LAB SUITE

KEY PLAN (N.T.S.)

UTHO S C F ARO OE LT INA

T A

S

R

TE

CG EIS TIT HE CRE RD A

JENNIFER

AYERS

LOW RISK

ICRA ASSESSMENT - PATEINT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

• OFFICE AREAS

• OUTDOORS

• MEP ROOMS

• RETAIL

• STAGE

• RECREATION

• THEATER

• STAIRWELLS

• OTHER

• CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY/MRI

• RESPIRATORY THERAPY

• OUTPATIENT CLINICS

• WAITING ROOMS

• SLEEP LABS

• MENTAL HEALTH

• DOMICILIARY

• ORTHOTICS

• EMERGENCY ROOM

• KITCHEN

• FOOD PREP AREAS

• DINING

• CANTEEN

• RADIOLOGY / MRI

• RESPIRATORY THERAPY

• NUCLEAR MEDICINE

• SENIOR MENTAL HEALTH

• CLEAN SUPPLY

• COMMUNITY LIVING

• CARDIAC CATH / CARDIOLOGY

• STERILE PROCESSING SERVICE

• INPATIENT MEDICAL / SURGICAL

• INTENSIVE CARE UNITS

• ISOLATION ROOMS

• CHEMOTHERAPY / ONCOLOGY

• OPERATING ROOMS

• PHARMACY

• CLINICAL LABORATORIES

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

III/IV

II

III

III/IV

III/IV

III/IV

IV

IV

IV

ICRA CLASS DESIGNATION MATRIX

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE

THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

ICRA CLASS DESIGNATION MATRIX

TYPE A - INSPECTION AND NON-INVASIVE ACTIVITIES (MINOR MEP / PAINTING (NOT SANDING))

TYPE B - SMALL SCALE SHORT ACTIVITIES (CABLE INSTALLATION, ACCESS TO CHASES FOR WORK)

TYPE C - DUCT CAUSING ACTIVITIES (DEMO, CUTTING, SANDING, FINISH REMOVAL, MEP INSTALLS)

TYPE D - MAJOR DEMOLITION ACTIVITIES REQUIRING CONSTANT WORK SHIFTS, COMPLETE DEMO

1. DETAILS ARE DIAGRAMMATIC AND FINAL CONFIGURATION MAY VARY. SUBMIT ICRA AND PHASING PLAN FOR APPROVAL

PRIOR TO INSTALLATION OF ICRA BARRIERS OR START OF DEMOLITION OR CONSTRUCTION.

2. ALL PERSONNEL ENTERING THE CONSTRUCTION SITE MUST WEAR A HARD FROM WORK AREA THROUGH ICRA OR PHASING BARRIERS. HAT AND SAFETY GLASSES ALONG WITH AND OTHER PPE ARE REQUIRED IN THE AREA.

3. ALL APPLICABLE FORMS, PERMITS, AND SUBMITTALS SHALL BE COMPLETED AND APPROVED PRIOR TO STARTING WORK.

4. THE CONSTRUCTION AREA MUST MAINTAIN A NEGATIVE PRESSURE VENTILATION FLOW. NEGATIVE PRESSURE MACHINES MUST BE IN OPERATION 24/7. NEGATIVE AIR HEPA FILTER UNIT SHALL BE MAINTAINED WITH FILTER REPLACEMENT SCHEDULED AS REQUIRED OR OCCURRING WHEN FILTERS BECOME FULL, CLOGGED OR IMPACT AIR FLOW. PRE-FILTERS REQUIRE WEEKLY MINIMUM REPLACEMENT. HEPA FILTERS REQUIRE MONTHLY MINIMUM REPLACEMENT.

5. CLEAN ALL EXTERIOR SURFACES OF CARTS AND TOOLS PRIOR TO REMOVING FROM CONTROLLED VENTILATION AREAS

INTO GENERAL HOSPITAL AREAS.

6. DURING CONSTRTUCTION, ENSURE THAT:

• BARRIERS ARE INTACT AND MAINTAINED, WITH NO LEAKS

• PARTICLE COUNT METER IS AVAILABLE

• NEGATIVE PRESSURE INDICATOR IS INSTALLED AND EASILY VIEWED

• FIRE EXTINGUISHERS ARE CURRENT ON INSPECTIONS AND READILY AVAILABLE

• WALK-OFF AND STICKY MATS ARE MAINTAINED AND REPLACED PROPERLY

GENERAL NOTES

1. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS IE: SHEETROCK, PLYWOOD, PLASTIC, 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.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION

UNITS.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

6. SEAL ALL HOLES, PUNCTURES, AND MEP PENETRATIONS IN BARRIERS AND EXISTING WALLS AT

PERIMETER OF SCOPE AREA.

7. CONSTRUCT ANTE-ROOM IN ADDITION TO ICRA BARRIER DOORWAY, OR ALL WORKERS CAN WEAR

PAPER/CLOTH COVERALLS THAT ARE REMOVED EACH TIME THEY EXIT WORK AREA.

CLASS IV WORK ITEMS NOTES

C

LA

S S

IV

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE

OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL DEPARTMENT AND THOROUGHLY

CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

4. WET MOP AREA WITH DISINFECTANT.

5. UPON COMPLETION, RESTORE H.V.A.C. SYSTEM WHERE WORK WAS PERFORMED.

UPON COMPLETION OF PROJECT

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO LOCKING

BRAKES

MOBILE CART

A D

JU

S

T A

B

LE

H E

IG

H

T

HEPA NEGATIVE AIR

UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

EXISTING CEILING SYSTEM

EXISTING STRUCTURE ABOVE

C E

IL

IN

G H

E

IG

H T

S T

R U

C T

U R

E H

E

IG

H T

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

EXISTING STRUCTURE ABOVE

C E

IL

IN

G H

E

IG

H T

3 5/8" 16 GA. METAL STUDS AT 16"

O.C. WITH 5/8" FIRE RESISTANT

GYPSUM BOARD EACH SIDE

A

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

TYPE BTYPE

FIRE/U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

EXISTING CEILING SYSTEM

EXISTING STRUCTURE ABOVE

C E

IL

IN

G H

E

IG

H T

CTYPE

FIRE/U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

FIRE/U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

PLASTIC BARRIER NOTE:

WHERE DEMOLITION AND CONSTRUCTION DEBRIS IS

NOT PRESENT DURING WORK WITHIN THE

CONTAINED AREA AND DUST CONTAINMENT IS THE

ONLY CONCERN, A PLASTIC SHEET BARRIER CAN BE

CONSTRUCTED FROM FLOOR TO CEILING (AND FROM

CEILING TO STRUCTURE FOR WORK ABOVE CEILING)

WITH A ZIPPERED ACCESS OPENING

NOTE:

REFER TO SPECIFICATION SECTION 01 35 25: "SAFETY REQUIREMENTS" FOR MORE INFORMATION ON BARRIER CONSTRUCTION ALL BARRIERS REQUIRE PRIOR APPROVAL FROM COR. CONTRACTOR SHALL SUBMIT BARRIER AND MOBILE CONTAINMENT PLANS BEFORE ANY BARRIERS ARE CONSTRUCTED. COR SHALL ALSO REVIEW AND APPROVE

CONSTRUCTION OF BARRIERS PRIOR TO START OF ANY WORK

3 5/8" 16 GA. METAL STUDS AT 16"

O.C. WITH 5/8" FIRE RESISTANT

GYPSUM BOARD EACH SIDE

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

DANGER

A .F

.F

A P

P R

X

4' -0

C.O.R.

CONTACT

INFORMATION

CONST. SUPERVISOR

NAME AND CELL

PHONE

XXXXX

XXXXX

XXXXX

SAFETY

REQUIREMENTSPOC LIST

PRESSURE

LOG

ICRA

ILSM

1. DOOR SIGNAGE SHALL BE POSTED/MOUNTED BOARD WITH 8.5"x11" PLASTIC

SLEEVES TO CONTAIN ITEMS SHOWN ON DIAGRAM

2. WHEN ZIPPERED DOOR ACCESS IS UTILIZED IN SUBSTITUTION FOR SWING

SOLID DOOR, BOARD SHALL BE MOUNTED ON WALL ADJACENT TO DOORWAY

NOTES:

PRESSURE GAUGE INDICATOR CONTRACTOR SHALL PROVIDE

MAGNEHELIC PRESSURE GAUGE

SAFETY

REQUIREMENTS

PRESSURE

LOG

POC LIST

ICRA

ILSM

1'-8"

DANGER

CONSTRUCTION AREA

KEEP OUT

PERSONNEL ENTERING MUST HAVE: HARD

HAT, SAFETY GLASSES AND PROPER I.D.

1. SIGN SIZE SHALL BE 7"x10". BLACK PANEL SHALL BE 2 1/4"x 9 3/8". "DANGER" TEXT SHALL BE 1 5/8" HEIGHT, ARIAL BOLD STYLE, WITH RED BACKGROUND WITHIN

OVAL

2. SIGNS SHALL HAVE ROUNDED CORNERS AND BE

FREE OF BURRS OR SPLINTERS

3. BLACK TEXT SHALL BE ARIAL BOLD STYLE,

PROPORTIONED AS SHOWN

4. RE: SPECIFICATIONS FOR ADDITION INFO NOT NOTED

5. PROVIDE SIGNS FOR PLACEMENT AT ALL BARRIER

ENTRANCES OR AS ADDITIONALLY DIRECTED BY COR

NOTES:

EMERGENCY CONTACTS

EMS/MEDICAL

EMERGENCY:

CALL 911

DIRECT: (XXX) XXX-XXXX

EXT XXXXX FROM VA TELEPHONE

FIRE STATION LEVEL

FIREHOUSE:

CALL 911

DIRECT: (XXX) XXX-XXXX

EXT XXXXX FROM VA TELEPHONE

POLICE: (XXX) XXX-XXXX

EXT XXXXX FROM VA TELEPHONE

VERIFY EMERGENCY

CONTACT INFORMATION

WITH COR PRIOR TO

POSTING SIGNS

ACCESS DOOR ELEVATION

POC LIST DETAIL

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

OUTSIDE OF BUILDING

WEEKLY CHANGED

HEPA FILTER

HEPA NEGATIVE

AIR UNIT

WEEKLY CHANGED (OR

MORE AS NEEDED) PRE

FILTER

F

LE

X

D U

C T

SUPPLY/RETURN DUCTS: COVER ALL

WITH FILTER MATERIAL TO KEEP

DUST OUT.

SEAL AND TAPE ALL

INFILTRATION EXISTING

SERVICE CONNECTIONS TO

PREVENT AGAINST

CONTAMINATION OF DUST

A

O

V

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

ZIPPERED PLASTIC

BARRIER WALL OR

SEALED DOORWAY

TEMPORARY DIGITAL MANOMETER FOR NEGATIVE PRESSURE

MONITORING OUTSIDE OF ICRA BARRIER FOR VA'S

INSPECTION. INDICATOR MUST BE AT -0.01 OR MORE

NEGATIVE PRESSURE (VERIFY DAILY), IF NOT VERIFY ALL

OPENINGS SUCH AS DOORS ARE CLOSED, AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER. DO NOT PROCEED WITH

WORK UNTIL PRESSURE IS AS INDICATED ABOVE

WALK OFF MAT INSIDE WORK AREA,

CHANGE WHEN NO LONGER TACKY OR

WHEN OTHERWISE NECESSARY TO

MAINTAIN CLEANLINESS

ICRA, ISLM, FIRE INSPECTION,

AND EMERGENCY CONTACT

INFO SHEETS VISIBLE ON

PUBLIC SIDE OF BARRIER

WHERE FLEX DUCT

PENETRATES CEILING PLANE,

SEAL PENETRATION WHEN

REMAINDER OF CEILING

PLANE IS INTACT

DOOR OPENING

FIRE PULL STATION WITH AUDIO/

VISUAL

ILSM SIGNAGE

ICRA BARRIER, SEE PLANS FOR TYPE AND LOCATION

3B

GI100

3B

GI100

PRE-FILTER, CHANGE

WEEKLY OR WHEN FULL

THERMAL CUTOFF IN CIRCUIT

HEPA FILTER NEGATIVE AIR UNIT

WHERE FLEX DUCT

PENETRATES CEILING PLANE,

SEAL PENETRATION WHEN

REMAINDER OF CEILING

PLANE IS INTACT

NEW ICRA BARRIER, SEE PLANS

FOR TYPE AND LOCATION

EXISTING CEILING

EXISTING STRUCTURE ABOVE

FINISHED FLOORING SHALL BE KEPT

CLEAN. FLOORING NOT BEING

REPLACED SHALL BE PROTECTED OR

COVERED WITH ROSIN PAPER/ FIRE

RATED PLYWOOD.

EXISTING PARTITION WALL

AT EXISTING PARTIAL HEIGHT

WALLS NOT OTHERWISE

SEALED ABOVE CEILING,

INSTALL UL PLASTIC PER

ICRA BARRIER DETAILS

EXISTING FIRE SPRINKLER

SYSTEM TO REMAIN

OPERATIONAL

EXHAUST AIR FLEX DUCT

FIRE RATED PLYWOOD AT

TEMPORARY REMOVED

WINDOW/LOUVER

EXISTING WINDOW FRAME

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

MOON TREE, LLC

1808 Deep Creek Rd Oklahoma City, OK 73131

(405) 509-5254

STRUCTURAL / CIVIL

ENGINEER

MOON TREE, LLC

1808 DEEP CREEK ROAD

OKLAHOMA CITY, OK 73131

(405) 509-5254

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

FIRE PROTECTION

ENGINEER

F U

L L

Y S

P R

IN

K

L E

R E

D

BOWMAN FOSTER & ASSOCIATES, INC

6353 CENTER DRIVE, #101

NORFOLK, VA 23502

(757) 466-7400

/1

/2

:1

:2

A

M

GI100

ICRA DETAILS

JDA

4 57

DW

PROJECT SUBMISSION PHASE: 100% CONTRACT DOCS FOR BIDDING

CARDIAC CATH LAB REMODEL

03/12/2026

534-CSI-714

VA CHARLESTON HEALTH CARE

109 BEE STREET

CHARLESTON, SC 29401 1-

Scale: 1/2" = 1'-0" 7B

ICRA MOBILE CONTAINMENT CART

Scale: 3/4" = 1'-0" 4E

ICRA BARRIER WALL TYPES

Scale: 1/2" = 1'-0" 1F

ICRA ELEVATIONS

Scale: 1/2" = 1'-0" 1C

TYPICAL ICRA SYSTEMS LAYOUT PLAN

Scale: 1/2" = 1'-0" 3B

CROSS SECTION OF ICRA SYSTEM - EXTERIOR DISCHARGE

ALTERNATE METHOD: RECYCLED AIR INTERNAL TO PROJECT. COORDINATE WITH FACILITY COR FOR ADDITIONAL INFORMATION SHOULD THIS METHOD BE BE ELECTED

UTHO S C F ARO OE LT INA

T A

S

R

TE

CG EIS TIT HE CRE RD A

JENNIFER

AYERS

SITE

FOR THE PURPOSE OF THE RENOVATION, THE CONSTRUCTION WORK IS CONSIDERD ICRA CLASS IV. THE DUST

CONTROL PLAN SHALL BE DISTRIBUTED AND REVIEWED BY ALL CONTRACTORS PERFORMING WORK ON THIS

CONSTRUCTION PROJECT.

A. EXTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES

1. COORDINATE WITH COR TO DETERMINE IF THE IMPACTED AREAS OF THE FACILITY CAN OPERATE

TEMPORARILY ON RECIRCULATED AIR; IF FEASIBLE SEAL OFF ADJACENT AIR INTAKES.

2. IF THIS IS NOT POSSIBLE OR PRACTICAL, CHECK THE LOW-EFFICIENCY FILTER BANKS FREQUENTLY AND

REPLACE AS NEEDED TO AVOID BUILDUP OF PARTICULATE.

3. SEAL WINDOWS AND REDUCE WHEREVER POSSIBLE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN

DOORS IN STAIRWELLS AND CORRIDORS) ESPECIALLY IN PROTECTIVE ENVIRONMENT (PE) AREAS.

B. INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

1. BARRIER SYSTEMS: THE AREA SHALL BE ISOLATED, AS THE PROJECT REQUIRES (FOR ICRA CLASS III AND

IV PROJECTS OR AS OTHERWISE DIRECTED BY COR). SMALL, SHORT DURATION PROJECTS GENERATING MINIMAL DUST MAY USE FIRE-RATED PLASTIC SHEETING, BUT SHALL BE SEALED AT FULL CEILING HEIGHT WITH AT LEAST 2-FOOT OVERLAPPING FLAPS FOR ACCESS TO ENTRY. PROJECTS THAT PRODUCE MODERATE TO HIGH LEVELS OF DUST REQUIRE RIGID, DUST-PROOF, AND FIRE-RATED BARRIER WALLS (E.G., DRYWALL) WITH CAULKED SEAMS FOR A TIGHT SEAL EXTENDING FLOOR TO CEILING. SEAL OFF AND BLOCK RETURN AIR VENTS IF RIGID BARRIERS ARE USED FOR CONTAINMENT. LARGE DUSTY PROJECTS NEED AN ENTRY VESTIBULE FOR CLOTHING CHANGES AND TOOL STORAGE AND TIGHT SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL PENETRATIONS. AN INTERIM PLASTIC DUST BARRIER (MINIMUM 4-MIL) MAY BE REQUIRED TO PROTECT THE AREA WHILE THE RIGID IMPERVIOUS BARRIER IS BEING CONSTRUCTED. ANY DUST SHALL BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF THE CONSTRUCTION PROJECT DUST BARRIERS SHALL BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A PERMANENT BARRIER. CONTRACTOR PERSONNEL SHALL MONITOR AND PERFORM BARRIER MAINTENANCE AND BE EDUCATED TO NOTICE SIMPLE CLUES SUCH AS ACCUMULATIONS OF VISIBLE DUST EVIDENCED BY FOOTPRINTS, OPENED DOORS/WINDOWS EVIDENCED BY PRESENCE OF INSECTS AND FLIES, WET CEILING TILES, ETC.

2. TRAFFIC CONTROL: DESGINATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS, DESIGNATED ELEVATORS SHALL BE USED DURING SCHEDULED TIMES, AND ONLY AUTHORIZED PERSONNELL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE

SHALL DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

3. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN NOT IN USED. FILTERS SHALL BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE VAMC.

4. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE INFILTRATION ROM ANY ADJACENT

EXCAVATION DEBRIS.

C. VENTILATION AND ENVIRONMENTAL CONTROLS

1. AIR SYSTEM FLOW: DETERMINE WHETHER THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR

RECIRCULATED AIR; FILTERS SHALL BE ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS. COORDINATE WITH COR.

2. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA MUST BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTIONOF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY VAMC. IF EXHAUST MUST BE TIED INTO A RECIRCULATED AIR SYSTEM, PRE-FILTER AND HEPA FILTER SHALL BE USEDBEFORE

EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

3. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE VERIFIED

DAILY.

4. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR WILL VERIFY AND MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA ELSEWHERE. VAMC WILL MAKE DETERMINATION ON PROVIDING FOR THE ACCOUNTABILITY AND FREQUENCY OF TESTING AIR

PRESSURE THROUGHOUT THE PROJECT.

D. CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED AREAS

1. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOILS ND DEBRIS

BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORM (E.G., COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE DUST FROM

CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE APPAREL IS UTILIZED THE CONTRACTOR SHALL CONSTRUCT A SPACE OR ANTEROOM FOR CHANGING MATERIALS, ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET WIPING

BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

2. CONTRACTOR CLEANING: THE CONSTRUCTION ZONE SHALL BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS AND SWEPT OF HEPA-VACUUMED DAILY OR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS THAT MAY BE IMPACTED BY THE CONSTRUCTION SHALL BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHALL BE

UTILIZED TO MINIMIZE TRACKING OF HEAVY DIRT AND DUST FROM CONSTRUCTION AREAS.

GENERAL INFECTION CONTROL PLAN NOTES

A. PRIOR TO ANY WORK, CONTRACTOR TO SUBMIT ALL REQUIRED SAFETY, WASTE MANAGEMENT, ICRA AND OTHER FRONT END SUBMITTALS AND PLANS TO COR AND OBTAIN APPROVAL TO PROCEED WITH WORK, REFER TO SPECIFICATIONS FOR MORE INFORMATION.

B. BARRIERS TO BE IMPLEMENTED UNDER DIRECTION OF THESE DRAWINGS AND ACCORDING TO THE COR AND ICRA REVIEW SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO ANY WORK SHOWN WHETHER IT

BE DEMOLITION OR NEW CONSTRUCTION.

C. ICRA INFORMATION SHOWN THIS SHEET DOES NOT CONSTITUTE A COMPLETE BARRIER OR AIRLOCK

SYSTEM SUCH AS REQUIRED FOR ASBESTOS ABATEMENT. REFER TO ABATEMENT DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR BARRIERS, AIRLOCKS, AND OTHER SAFETY

REQUIREMENTS PRIOR TO START OF ABATEMENT, DEMOLITION, OR CONSTRUCTION ACTIVITIES.

ICRA BARRIER NOTES

A. THIS SHALL SERVE AS A GENERAL GUIDELINE ONLY. PHASES REPRESENT GENERAL DESCRIPTION OF WORK BUT ITEMS OF WORK IN EACH PHASE WILL OCCUR AT DIFFERENT TIMES ACCORDING TO THE COORDINATION SCHEDULE AVAILABLE AT REQUEST TO THE COR WHICH IS AN INTEGRAL PART OF THE TIMELINE OF WORK TO BE REFERENCED AS A PART OF THIS PACKAGE. FOR BID PURPOSES, ALL OF THE NOISE-PRODUCING WORK DESCRIBED IN THIS CONTRACT MAY BE CONDUCTED DURING NORMAL WORKING HOURS, UNLESS OTHERWISE

DIRECTED BY COR, AS NO PATIENTS ARE HOUSED 24 HOURS IN THIS BUILDING.

B. CONSTRUCTION TRAFFIC THROUGH THE FACILITY SHALL BE COORDINATED WITH THE OWNER. ALL CONSTRUCTION WORKERS, MATERIALS AND CLOTHING WILL BE TRANSPORTED THROUGH THE FACILITY DUST FREE. ANY DUSTY, ODOROUS, OR WET MATERIALS SHALL BE TRANSPORTED IN SEALED CLEAN BAGS. TRAFFIC ROUTES WILL BE AT THE DISCRETION OF THE OWNER BUT ARE SHOWN AS PROPOSED ON THESE DRAWINGS.

C. COORDINATE TEMPORARY EGRESS OF BUILDINGS WITH THE COR WHERE ANY BARRIERS ARE INSTALLED.

D. ICRA CONTAINMENT DOES NOT REFLECT FINAL CONFIGURATION INCLUDING MULTIPLE TEMPORARY LOCATIONS OF MOBILE CART CONTAINMENT WORK. CONTRACTOR SHALL SUBMIT CONTAINMENT PLANS PRIOR TO START OF WORK. ALL WALLS AND MOBILE CONTAINMENT PLANS AND CONSTRUCTION REQUIRE APPROVAL OF COR

BEFORE STARTING WORK WITHIN CONTAINED AREAS.

E. CONTRACTOR TO PERFORM BARRIER INSTALLATION AND SUBMIT ALL REQUIRED SAFETY, WASTE MANAGEMENT, ICRA AND OTHER FRONT END SUBMITTALS AND PLANS TO COR AND OBTAIN APPROVAL TO PROCEED WITH

WORK, REFER TO SPECIFICATIONS FOR MORE INFORMATION.

F. CONTRACTOR WILL DEMOLISH EXISTING SYSTEMS AND COMPONENTS AS INDICATED ON DEMOLITION PLAN.

G. CONTRACTOR WILL INSTALL NEW MECHANICAL, ELECTRICAL AND PLUMBING AND FINISH ARCHITECTURAL MODIFICATIONS IN PERPARATION FOR INSTALLATION OF NEW/RELOCATED VA FURNITURE AND EQUIPMENT.

H. EQUIPMENT WILL BE INSTALLED IN FINAL LOCATION INDICATED ON EQUIPMENT PLAN BY VA.

I. IF ADDITIONAL BARRIERS ARE TO BE IMPLEMENTED FOR ASBESTOS REMEDIATION, PHASING, OR UNDER DIRECTION OF THE COR, THEY SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO WORK UNDER THIS

CONTRACT.

GENERAL PHASING PLAN NOTES

A. ANY INCIDENTS DURING DEMOLITION AND/OR CONSTRUCTION THAT CAUSE OTHER AREAS TO BECOME CONTAMINATED/DAMAGED AS DETERMINED BY VA HEALTH AND SAFETY OFFICIALS AND/OR CONSULTANTS WILL REQUIRE CONTRACTOR TO IMMEDIATELY PERFORM ALL NECESSARY WORK/CLEANING/REPLACEMENT OF SUCH AREAS AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE VA CONTRACTING OFFICER

THAT THE AFFECTED AREA HAS BEEN RESTORED TO ESTABLISHED STANDARDS.

B. CONTRACTOR SHALL SUBMIT AN ICRA PLAN SHOWING BARRIER STRUCTURE LOCATION AND TIME REQUIRED FOR CONTINUOUS BARRIER USE. SUBMIT ICRA PLAN AND BARRIER TIME SCHEDULE ALONG WITH OVERALL CONSTRUCTION SCHEDULE (REFER TO SPECIFICATIONS). VA WILL HAVE FINAL APPROVAL OF BARRIER

SCHEDULE; VA MAY REQUIRE DAILY DISASSEMBLY TO MAINTAIN VA OPERATIONS.

C. REFER TO DEPARTMENT OF VETERANS AFFAIRS "SOP NO.120/NFS-006" (AVAILABLE FROM COR) FOR ADDITIONAL REQUIREMENTS FOR HAZARD ANALYSIS AND CRITICAL CONTROL POINT (HACCP) PLAN TO BE

FOLLOWED BY ALL WORKERS ON SITE.

GENERAL CONTRACTOR WORK NOTE

NOTE: ALL SYMBOLS MAY NOT BE USED

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE REMOVED

EXISTING DOOR & FRAME TO REMAIN

EXISTING DOOR, FRAME, & PARTITION

TO BE REMOVED

EXISTING DOOR & FRAME TO BE

REMOVED

PRE-MANUFACTURED MOBILE ICRA

CONTAINMENT CART. FOR USE IN AREAS

OF MINOR WORK ABOVE CEILING

OUTSIDE OF CONTAINED AREAS SHOWN

PROVIDE TEMPORARY INFECTION AND DUST

CONTROL BARRIERS AT THIS LOCATION.

REMOVE AFTER CONTSRUCTION IS COMPLETED.

EXPEDITED AREA OF CONSTRUCTION - AREA

TO BE TURNED OVER PRIOR TO THE

REMAINDER OF THE PROJECT FOR STAFF

ACCESS TO CATH LAB 1 CONTROL ROOM

WALK-OFF DUST MAT (2'-0" X 3'-0")

NEGATIVE AIR HEPA FILTER SYSTEM

INFECTION AND DUST CONTROL PLAN LEGEND

VISQUENE INFECTION CONTROL BARRIER, WHEN

PERMITTED BY FACILITY

NAG MANOMETER (NEGATIVE AIR GAUGE) AREA NOT IN CONTRACT

NOTE: ALL SYMBOLS MAY NOT BE USED

PATIENT AND STAFF ACCESS

PHASING LEGEND

PHASE 1 - PHASE 5

PHASE 2: OVERHEAD WORK -

CONTAINMENT CART PREFERRED

FOR CONTINUED STAFF ACCESS

ACCESS AND AREA TO REMAIN FULLY

FUNCTIONAL DURING CONSTRUCTION

PHASE 3: OVERHEAD WORK. PRIOR TO START OF

PHASE 3, COORIDOR 2AA1 ACCESS TO BE RE-

ESTABLISHED FOR PATIENTS AND STAFF

NO ACCESS OR LIMITED ACCESS

DURING PHASE 3

PHASE 4: OVERHEAD WORK

PHASE 5: WEEKEND WORK, NO EXCEPTIONS

PSC ROOM

XAA243A

RESPIRATOR STORAGE

AA239

CARDIAC CATH 2 MECH RM

AA223B

PRE-POST DOCUMENTATION

AA219

CARDIAC CATH LAB

CONTROL

AA223A

CARDIAC CATH LAB 1

AA205

INFO MGMT ELECTRONICS

AA203

PATIENT HOLDING

AA207

TOILET

AA208

AA209

EQUIPMENT ROOM

AA243

STAFF OFFICE

AA245

WARD SUPPLY

AA

COMPUTER ROOM

AA217

SOILED LINEN

AA205A

SCRUB AREA

AA215

H O

LD

C

LE

A

R

4' -0

ECHO ROOM

AA206

STRESS ROOM

AA204A

WAITING AREA

AA237

CORRIDOR

COR2AA2

STERILE STORAGE

AA239A

SOILED UTILITY

AA237A

CARDIAC CATH LAB 2

AA223

CARDIOLOGY NURSE

MANGER

AA211

CARDIOLOGY OFFICE

AA212

CARDIOLOGY CONFERENCE

ROOM

AA213

CLEAN SUPPLY

AA214SOILED UTILITY

AA216

TECH OFFICE

AA218A

CARDIOLOGY OFFICE

AA218

CARDIOLOGY OFFICE

AA220

PHYSICIAN'S OFFICE

AA222

PHYSICIAN'S OFFICE

AA224

GAS STORAGE

AA225

FELLOWS OFFICE

AA226

NAG

NAG

POTENTIAL OPTION FOR

CONSTRUCTION AIR

DISCHARGE THROUGH THIS

ROOM, TO BE COORDINATED

PRIOR TO THE START OF

CONSTRUCTION BY VAMC

AND GENERAL CONTRACTOR

PATIENT AND STAFF ACCESS

STAIRS

NO. 1

A210

A211

A213

A209

ELECT. ROOM

AA229

ELECT. ROOM

AA230

MECHANICAL ROOM

AA231

LOCKER ROOM

AA227

CORRIDOR

COR2AA2

5' -6

PSC ROOM

XAA243A

RESPIRATOR STORAGE

AA239

CARDIAC CATH 2 MECH RM

AA223B

PRE-POST DOCUMENTATION

AA219

CARDIAC CATH LAB

CONTROL

AA223A

CARDIAC CATH LAB 1

AA205

INFO MGMT ELECTRONICS

AA203

PATIENT HOLDING

AA207

TOILET

AA208

AA209

EQUIPMENT ROOM

AA243

STAFF OFFICE

AA245

WARD SUPPLY

AA

COMPUTER ROOM

AA217

SOILED LINEN

AA205A

SCRUB AREA

AA215

ECHO ROOM

AA206

STRESS ROOM

AA204A

WAITING AREA

AA237

CORRIDOR

COR2AA2

STERILE STORAGE

AA239A

SOILED UTILITY

AA237A

CARDIAC CATH LAB 2

AA223

CARDIOLOGY NURSE

MANGER

AA211

CARDIOLOGY OFFICE

AA212

CARDIOLOGY CONFERENCE

ROOM

AA213

CLEAN SUPPLY

AA214SOILED UTILITY

AA216

TECH OFFICE

AA218A

CARDIOLOGY OFFICE

AA218

CARDIOLOGY OFFICE

AA220

PHYSICIAN'S OFFICE

AA222

PHYSICIAN'S OFFICE

AA224

GAS STORAGE

AA225

FELLOWS OFFICE

AA226

NAG

ABOVE CEILING DEMOLITION OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .