Updated Drawings-589A7-25-503.pdf

3 1A

20 13 12

AREA OF WORK

VENDOR DRAWINGS - PHILIPS LAB 1

NUMBER SHEET DESCRIPTION

CS

GN

A1

AD1

AD2

S1

S2

E1

ED

COVER SHEET

ELECTRICAL DETAILS

ELECTRICAL PLANS

STRUCTURAL PLANS

STRUCTURAL PLANS

EQUIPMENT DETAILS

EQUIPMENT DETAILS

ARCHITECTURAL PLANS

GENERAL NOTES

TOTAL SHEETS: 20

R-A1.1

R-A1.2

R-S1.1

R-S2.1 CEILING SUPPORT LAYOUT - EQUIPMENT

FLOOR AND WALL SUPPORT LAYOUT

EQUIPMENT LAYOUT

SITE LAYOUT

NN NETWORK NOTES

R-E1.1

R-EC1

R-EC2 POINT TO POINT RUN LENGTHS

POINT TO POINT RUN LENGTHS

ELECTRICAL PLAN

R-S2.2 CEILING SUPPORT LAYOUT - UNISTRUT

R-ED.5 ELECTRICAL SCHEMATIC WITH SOCOMEC CFL DETAIL

VENDOR DRAWINGS - PHILIPS LAB 2

NUMBER SHEET DESCRIPTION

CS

GN

A1

AD1

AD2

S1

S2

E1

ED

COVER SHEET

ELECTRICAL DETAILS

ELECTRICAL PLANS

STRUCTURAL PLANS

STRUCTURAL PLANS

EQUIPMENT DETAILS

EQUIPMENT DETAILS

ARCHITECTURAL PLANS

GENERAL NOTES

R-A1.1

R-A1.2

R-S1.1

R-S2.1 CEILING SUPPORT LAYOUT - EQUIPMENT

FLOOR AND WALL SUPPORT LAYOUT

EQUIPMENT LAYOUT

SITE LAYOUT

NN NETWORK NOTES

R-E1.1

R-EC1

R-EC2 POINT TO POINT RUN LENGTHS

POINT TO POINT RUN LENGTHS

R-S2.2 CEILING SUPPORT LAYOUT - UNISTRUT

R-ED.5 ELECTRICAL SCHEMATIC WITH SOCOMEC CFL DETAIL

SD STRUCTURAL DETAILS

ELECTRICAL PLAN

SD STRUCTURAL DETAILS

TOTAL SHEETS: 20

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

:2

:3

A

M

GI-000

COVER SHEET

JDA

1 37

DW

100% CONTRACT DOCUMENTS FOR BIDDING

PREPARE SITE FOR CATH LAB EQUIPMENT

VA PROJECT NUMBER: 589A7-25-503

PREPARE SITE FOR CATH LAB

EQUIPMENT

08/17/2026

589A7-25-503

DEPARTMENT OF VETERANS AFFAIRS

ROBERT J. DOLE VA MEDICAL CENTER

5500 KELLOGG DR. WICHITA, KS 67218

RALPH H. JOHNSON MEDICAL CENTER

DEPARTMENT OF VETERANS AFFAIRS

ROBERT J. DOLE VA MEDICAL CENTER

5500 KELLOGG DR. WICHITA, KS 67218

100% CONTRACT DOCUMENTS FOR

BIDDING

02-

SHEET INDEX

NUMBER SHEET NAME

[01] GENERAL

GI-000 COVER SHEET

GI-001 GENERAL INFORMATION

GI-101 ICRA AND PHASING PLAN

GI-011 LIFE SAFETY PLANS

GI-100 INFECTION CONTROL DETAILS

[02] STRUCTURAL

SF101 STRUCTURAL SUPPORT INFORMATION AND DETAILS

[03] ARCHITECTURAL

AD-100 DEMOLITION PLANS- FIRST FLOOR

AD-101 DEMOLITION PLANS - SECOND FLOOR

AE-100 REFERENCE AND COMPLIANCE PLAN

AE-101 NEW WORK PLAN

AE-102 EQUIPMENT PLAN

AE-103 REFLECTED CEILING PLANS

AE-104 ENLARGED PLAN, INTERIOR ELEVATIONS

AF-701 FINISH FLOOR PLANS

1" = 160'-0"

STATION MAP1

SHEET INDEX

NUMBER SHEET NAME

[04] FIRE PROTECTION

FP101 FIRE SPRINKLER MODIFICATION PLAN

[05] PLUMBING

PD-101 SECOND FLOOR MEDICAL GAS PIPING PLAN - DEMOLITION

PM-101 SECOND FLOOR MED CAS PIPING PLAN

[06] MECHANICAL

M-001 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

MD-101 SECOND FLOOR PLAN - MECHANICAL DEMOLITION

MD-102 ATTIC FLOOR PLAN - DUCTWORK DEMOLITION

MD-103 ATTIC FLOOR PLAN - PIPING DEMOLITION

MH-101 SECOND FLOOR PLAN - DUCTWORK PLAN

MH-102 ATTIC FLOOR DUCTWORK PLAN

MP-101 SECOND FLOOR PIPING PLAN

MP-102 ATTIC FLOOR PIPING PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 TEMPERATURE CONTROLS

[07] ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES

ED-101 SECOND FLOOR ELECTRICAL PLAN - DEMOLITION

ED-102 ATTIC FLOOR ELECTRICAL PLAN - DEMOLITION

EL-101 SECOND FLOOR PLAN LIGHTING

EP-101 SECOND FLOOR POWER PLAN

EP-102 ATTIC FLOOR POWER PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-602 EXIST ONE-LINE POWER RISER DIAGRAM

E-603 EXIST ONE-LINE POWER RISER DIAGRAM – DEMOLITION

E-604 EXIST ONE-LINE POWER RISER DIAGRAM - NEW WORK

TOTAL SHEETS: 39

K SAN AS

NSE EC DIL

A8404

A TR CC EH TI

R E AF YI EN RN SEJ

03/17/26

08/17/2026

NOTE - VENDOR DRAWINGS ARE PROVIDED FOR REFERENCE FOR BIDDING PURPOSES. FINAL INSTALLATION DRAWINGS AND SPECIFICATIONS FOR VENDOR SUPPLIED EQUIPMENT MAY DIFFER FROM THOSE SHOWN REGARDING EXACT EQUIPMENT, MOUNTING, HARDWARE, AND PLACEMENT. THE GC SHALL COORDINATE WITH THE VENDOR FOR FINAL DRAWINGS AND SPECIFICATIONS OF THE VENDOR SUPPLIED EQUIPMENT UPON START OF

CONSTRUCTION.

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.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: WICHITA, KS

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

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 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls EXISTING

ATTIC AND OTHER: R-49 EXISTING

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 N/A

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 N/A

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

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. N/A.

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 EXISTING

OPERABLE: U-0.45 EXISTING

ENTRANCE DOOR: U-0.63 N/A

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

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

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

:2

:3

A

M

GI-001

GENERAL INFORMATION

JDA

2 37

DW

100% CONTRACT DOCUMENTS FOR BIDDING

PREPARE SITE FOR CATH LAB

EQUIPMENT

08/17/2026

589A7-25-503

DEPARTMENT OF VETERANS AFFAIRS

ROBERT J. DOLE VA MEDICAL CENTER

5500 KELLOGG DR. WICHITA, KS 67218 02-

K SAN AS

NSE EC DIL

A8404

A TR CC EH TI

R E AF YI EN RN SEJ

03/17/26

08/17/2026

UP

3 4 5 6

7 8 10

A

B

C

D

E

F

UP

PHASING FLOOR PLAN LEGEND

AREA NOT IN CONTRACT

AREA OF WORK PHASE 2

NOTE: ALL SYMBOLS MAY NOT BE USED

MINIMUM PROGRAM AREA TO

REMAIN FULLY FUNCTIONAL

DURING CONSTRUCTION. THIS

MEETS THE MINIMUM

FUNCTIONAILITY

REQUIREMENTS SET FORTH BY

THE VA

AREA OF WORK PHASE 1

AREA OF WORK PHASE 1A

3 4 5 6 7 8 10

C

D

E

F

WOMENS TOILET

208A-2

WORK

209-2

UPS/BATTERY

209A-2

RECOVERY

212-2

PT TOILET

211-2

HK

210-2

WOMENS LOCKER

208-2

NURSE OFFICE

205-2

UTILITY

204A-2

UPS/COMP

203A-2

CONTROL

203-2 WAITING

200-2

CATH LAB 1

218-2

CATH LAB 2

216-2

CLEAN UTILITY

217A-2

STERILE SUPPLIES

215-2

HOLDING/PREP

214-2

CORRIDOR

C-2-1

HK

210-2

ELEC

201-2

STAIR

211-3

CONTRACTOR

ENTRANCE

CORRIDOR

C-2-3 STERILE SUPPLIES

215-2

CATH LAB 2

216-2

EQUIPMENT ROOM

216A-2

CONTROL ROOM

217-2

CLEAN UTILITY

217A-2

CATH LAB 1

218-2

CORRIDOR

207A-26

COM

202-2

P5P6

P7

H O

LD

4' -0

3 4 5 6 7 8 10

C

D

E

F

WOMENS TOILET

208A-2

WORK

209-2

UPS/BATTERY

209A-2

RECOVERY

212-2

PT TOILET

211-2

HK

210-2

WOMENS LOCKER

208-2

WOMENS LOCKER

208-2

NURSE OFFICE

205-2

UTILITY

204A-2

UPS/COMP

203A-2

CONTROL

203-2 WAITING

200-2

CATH LAB 1

218-2

CATH LAB 2

216-2

CLEAN UTILITY

217A-2

STERILE SUPPLIES

215-2

CORRIDOR

C-2-3

HOLDING/PREP

214-2

CORRIDOR

C-2-1

HK

210-2

ELEC

201-2

STAIR

211-3

H O

L D

CONTRACTOR

ENTRANCE

STERILE SUPPLIES

215-2

CORRIDOR

C-2-3

CATH LAB 1

218-2 CONTROL ROOM

217-2

EQUIPMENT ROOM

216A-2

CLEAN UTILITY

217A-2

CATH LAB 2

216-2

P3

P4

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 TOBE 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 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.

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

3 4 5 6 7 8 10

C

D

E

F

WOMENS TOILET

208A-2

WORK

209-2

UPS/BATTERY

209A-2

RECOVERY

212-2

PT TOILET

211-2

HK

210-2

WOMENS LOCKER

208-2

WOMENS LOCKER

208-2

NURSE OFFICE

205-2

UTILITY

204A-2

UPS/COMP

203A-2

CONTROL

203-2 WAITING

200-2

CATH LAB 1

218-2

CATH LAB 2

216-2

CLEAN UTILITY

217A-2

STERILE SUPPLIES

215-2

CORRIDOR

C-2-3

HOLDING/PREP

214-2

CORRIDOR

C-2-1

HK

210-2

ELEC

201-2

STAIR

211-3

H O

L D

HOLD

3'-4

CONTRACTOR

ENTRANCE

STERILE SUPPLIES

215-2

CORRIDOR

C-2-3

CATH LAB 1

218-2 CONTROL ROOM

217-2

EQUIPMENT ROOM

216A-2

CLEAN UTILITY

217A-2

CATH LAB 2

216-2

P1

P1

P1

P2

BUILDING 1

BUILDING 2

AREA OF WORK

ELEVATOR

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

:2

:4

A

M

GI-101

ICRA AND PHASING PLAN

JDA

3 37

DW

100% CONTRACT DOCUMENTS FOR BIDDING

PREPARE SITE FOR CATH LAB

EQUIPMENT

08/17/2026

589A7-25-503

DEPARTMENT OF VETERANS AFFAIRS

ROBERT J. DOLE VA MEDICAL CENTER

5500 KELLOGG DR. WICHITA, KS 67218 02-

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

LEVEL 2 - PHASE 2

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

LEVEL 2 - PHASE 1A

Scale: 1" = 40'-0"

KEY PLAN

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

LEVEL 2 - PHASE 1

PHASING KEYNOTES

P1 GENERAL CONTRACTOR TO INSTALL ICRA BARRIERS FOR PHASE 1

P2 GENERAL CONTRACTOR TO COMPLETE WORK REQUIRED FOR NEW SWING DOOR TO CLEAN UTILITY ROOM

P3 GENERAL CONTRACTOR TO REWORK ICRA BARRIER AND OPEN ACCESS TO THE CLEAN UTILITY FOR

REMAINDER OF PHASE 1

P4 GENERAL CONTRACTOR TO PERFORM ALL SCOPE OF WORK FOR CATH LAB 2

P5 GENERAL CONTRACTOR TO REMOVE ICRA BARRIER AND OPEN ACCESS CATH LAB 2

P6 GENERAL CONTRACTOR TO INSTALL ICRA BARRIERS FOR PHASE 2

P7 GENERAL CONTRACTOR TO REWORK ICRA BARRIER AND OPEN ACCESS TO THE CLEAN UTILITY FOR

REMAINDER OF PHASE 2

Scale: 1" = 30'-0"

DEMOLITION MATERIALS ROUTE

**DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, SEE ADDITIONAL NOTES THIS SHEET.

K SAN AS

NSE EC DIL

A8404

A TR CC EH TI

R E AF YI EN RN SEJ

03/17/26

3 4 5 6

7 8 10

A

B

C

D

E

F

NFPA 101 2024 EDITION

BUILDING HEIGHT: BUILDING 2

3 STORIES, 50'-0" HEIGHT

BUILDING AREA:

AREA LIMITATION: UNLIMITED SF PER FLOOR (2024 IBC TABLE 504.3)

AREA OF FLOOR (EXISTING): 4,991 S.F.

AREA OF WORK: 1,938 SF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE I (332)

FIRE RESISTANCE RATINGS:

• EXTERIOR BEARING WALLS:

• SUPPORTING MORE THAN ONE FLOOR, COLUMN OR OTHER BEARING WALL:3 HR / EXISTING

• SUPPORTING A FLOOR ONLY: 2 HR / EXISTING

• SUPPORTING A ROOF ONLY: 2 HR / EXISTING

• INTERIOR BEARING WALLS:

• SUPPORTING MORE THAN ONE FLOOR, COLUMN OR OTHER BEARING WALL:3 HR / EXISTING

• SUPPORTING A FLOOR ONLY: 2 HR / EXISTING

• SUPPORTING A ROOF ONLY: 2 HR / EXISTING

• COLUMNS:

• SUPPORTING MORE THAN ONE FLOOR, COLUMN OR OTHER BEARING WALL:3 HR / EXISTING

• SUPPORTING A FLOOR ONLY: 2HR / EXISTING

• SUPPORTING A ROOF ONLY: 2HR / EXISTING

• BEAM, GIRDERS, TRUSSES:

• SUPPORTING MORE THAN ONE FLOOR, COLUMN OR OTHER BEARING WALL: 3 HR / EXISTING

• SUPPORTING A FLOOR ONLY: 2 HR / EXISTING

• SUPPORTING A ROOF ONLY: 2 HR / EXISTING

• FLOOR/CEILING ASSEMBLIES: 2 HR / EXISTING

• ROOF/CEILING ASSEMBLIES: 2HR / EXISTING

• EXTERIOR NON-BEARING WALLS: 0 HR / EXISTING

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

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

BEARING WALLS, INTERIOR NON-BEARING WALLS

CHAPTER 21: EXISTING AMBULATORY HEALTHCARE OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• SECOND FLOOR AMBULATORY HEALTHCARE USE = 100 SF / PERSON

4,991 SF / 100 = 49.9 PERSONS / EXISTING

49.9 (0.2) = 9.98" EXIT WIDTH REQUIRED.

MINIMUM EXITS REQUIRED: 2

SHAFTS CONNECTING LESS THAN 4 STORIES (8.6.5)

• 1 HR MINIMUM

DEAD END CORRIDOR (21.2.5.3.1)

• MAXIMUM DISTANCE: 50'

COMMON PATH OF TRAVEL (21.2.5.2.1)

• MAXIMUM DISTANCE: 100'

TRAVEL DISTANCE (21.2.6.2.1 / 21.2.6.2.2.)

• MAXIMUM DISTANCE: 200'

CORRIDOR MINIMUM FIRE RATING (21.3.6. NO REQUIREMENTS)

• 0 HR

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

PROTECTED AREAS:

• STORAGE ROOMS / CLEAN / SOILED - REQUIRED PER VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND

PER NFPA 101: 23.3.2 AND 8.7 SMOKE PARTITIONS WITH SPRINKLER PROTECTION, PROVIDED.

• MEDICAL RECORDS STORAGE - 1 HR PER VA FIRE PROTECTION DESIGN MANUAL SECTION 3.1.B.

SMOKE COMPARTMENTALIZATION:

NOT REQUIRED FOR AMBULATORY OCCUPANCIES, NOT PROVIDED.

FIRE ALARM SYSTEM:

REQUIRED / EXISTING.

LIFE SAFETY CODE ANALYSIS

LIFE SAFETY LEGEND

FEC FIRE EXTINGUISHER CABINET

EXIT LIGHT / SIGN

BUILDING EXIT

EGRESS PATH

EGRESS START

AREA NOT IN SCOPE

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)

HOLDING/PREP

214-2

RECOVERY

212-2

MECHAINCIAL

ACCESS

213-2

95 SF

STERILE SUPPLIES

215-2

410 SF

CATH LAB 2

216-2

68 SF

CLEAN UTILITY

217A-2

MENS LOCKER

207-2

432 SF

CATH LAB 1

218-2

STAIR

211-3

WAITING

200-2

ELEC

201-2

WOMENS LOCKER

208-2

CORRIDOR

C-2-1

UPS/COMP

203A-2

UTILITY

204A-2

NURSE OFFICE

205-2

PHYSICIANS OFFICE

206-2

MENS TOILET

207A-2

WOMENS TOILET

208A-2

WOMENS LOCKER

208-2

WORK

209-2

UPS/BATTERY

209A-2

HK

210-2 PT TOILET

211-2

CONTROL

203-2

ROOF

ROOF

107' - 3"

24 sec

203 SF

CONTROL ROOM

217-2

99 SF

EQUIPMENT ROOM

216A-2 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

:2

:3

A

M

GI-011

LIFE SAFETY PLANS

JDA

4 37

DW

100% CONTRACT DOCUMENTS FOR BIDDING

PREPARE SITE FOR CATH LAB

EQUIPMENT

08/17/2026

589A7-25-503

DEPARTMENT OF VETERANS AFFAIRS

ROBERT J. DOLE VA MEDICAL CENTER

5500 KELLOGG DR. WICHITA, KS 67218 02-

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

LEVEL 2 - LIFE SAFETY PLAN

Scale: 1" = 40'-0"

KEY PLAN

K SAN AS

NSE EC DIL

A8404

A TR CC EH TI

R E AF YI EN RN SEJ

03/17/26

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 ARE MUST WEAR A HARD FROM WORK AREA THROUGH ICRA OR PHASING BARRIERS. HAT AND SAFETY GLASSES ALONG WITH AND OTHER PPE REQUIRED IN THAT 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

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

ICRA BARRIER WALL CONSTRUCTION TYPES

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

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

GI-100

GI-100

PRE-FILTER, CHANGE

WEEKLY OR WHEN FULL

THERMAL CUTOFF IN CIRCUIT

HEPA FILTER NEGATIVE AIR UNIT

FIRE RATED PLYWOOD (TEMP.

REMOVE GLASS PANEL)

EXISTING OPENING IN ATTIC

WHERE FLEX DUCT

PENETRATES CEILING PLANE,

SEA…