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
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.
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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…
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