S02 Attachment 05_CD Drawings_100 percent_dated 10.01.2025_548-CSI-139 WPB Renovate IR Cath Lab_71 Pages.pdf

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PROJECT LOCATION

PROJECT AREA

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

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10'-8"

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A101

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TOILET ACCESSORY TAGX SIGNAGE TAG

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AR101907

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

PLUMBING, MECHANICAL, ELECTRICAL, TECHNOLOGY &

STRUCTURAL ENGINEERING

305 EAST DRIVE, SUITE H

MELBOURNE, FLORIDA 32904

321.345.9026 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JPA ARCHITECTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

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Renovate IR Cath-Lab

10/01/2025

COVER SHEET

GI101

VRCV

548-CSI-139

West Palm Beach, FL

B1

Renovate IR Cath-Lab

7305 N. Military Trail West Palm Beach, FL 33410 PROJECT #: 548-CSI-139

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

GI101 COVER SHEET

GI201 CODE DATA - SECOND FLOOR

GI202 INFECTION CONTROL PLANS

GC201 PHASING PLANS - SECOND FLOOR

AD102 DEMOLITION PLAN - SECOND FLOOR

AE001 WALL TYPES / LEAD SHIELDING PLAN

AE102 DIMENSION & NOTE PLANS - SECOND FLOOR

AE601 DOOR & WINDOW SCHEDULE / DETAILS

AE602 DETAILS

AC122 REFLECTED CEILING PLAN - SECOND FLOOR

AI401 INTERIOR ELEVATIONS

AI511 CASEWORK SECTIONS & DETAILS & FINISH LEGEND

AF102 FLOOR & WALL FINISH PLANS - SECOND FLOOR

AW102 SIGNAGE PLAN - SECOND FLOOR

QH101 FF&E PLAN - SECOND FLOOR

S-001 GENERAL NOTES AND ABBREVIATIONS

SD101 FIRST FLOOR DEMOLITION PLAN

SS102 SECOND FLOOR AND AHU PLATFORM FRAMING PLAN

SS103 SECOND FLOOR INTERSTITIAL AND THIRD FLOOR FRAMING PLAN

S-301 DETAILS AND SECTIONS

FP001 FIRE PROTECTION LEGENDS & SYMBOLS

FP002 SECOND FLOOR PLANS - SPRINKLER ZONING PLAN - NEW WORK

FX101 SECOND FLOOR PLAN - FIRE PROTECTION - DEMOLITION

FP101 SECOND FLOOR PLANS - FIRE PROTECTION - NEW WORK

FP401 ENLARGED SECOND FLOOR PLAN - FIRE PROTECTION - NEW WORK

FP501 FIRE PROTECTION DETAILS

P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS

PD101 SECOND FLOOR PLAN - PLUMBING - DEMOLITION

PD102 SECOND FLOOR PLAN - MEDICAL GAS - DEMOLITION

PP101 SECOND FLOOR PLAN - PLUMBING - NEW WORK

PG101 SECOND FLOOR PLAN - MEDICAL GAS - NEW WORK - CATH LAB AREA

PG102 SECOND FLOOR INTERSTITIAL PLAN - MEDICAL GAS - NEW WORK - MECHANICAL ROOM AREA

P-501 PLUMBING DETAILS

P-601 PLUMBING ISOMETRICS

P-602 PLUMBING ISOMETRICS

P-801 PLUMBING SCHEDULES

M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS

MD101 SECOND FLOOR PLAN - MECHANICAL HVAC - DEMOLITION

MD102 SECOND FLOOR PLANS - MECHANICAL PIPING - DEMOLITION

M-101 SECOND FLOOR PLAN - MECHANICAL - PRESSURIZATION

MH101 SECOND FLOOR PLAN - MECHANICAL HVAC - NEW WORK

MP101 SECOND FLOOR PLAN - MECHANICAL PIPING - NEW WORK

M-401 MECHANICAL ENLARGED PLANS - DEMOLITION

M-402 MECHANICAL ENLARGED PLANS - NEW WORK

M-403 MECHANICAL ENLARGED PLANS - NEW WORK

M-501 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-801 MECHANICAL SCHEDULES

E-001 ELECTRICAL LEGENDS & SYMBOLS

E-002 ELECTRICAL GENERAL NOTES

ED101 SECOND FLOOR PLAN - ELECTRICAL - DEMO

ED102 SECOND FLOOR PLAN - LIGHTING - DEMO

ED103 SECOND FLOOR PLAN - ELECTRICAL EQUIPMENT - NEW WORK

EL101 SECOND FLOOR PLAN - LIGHTING - NEW WORK

EP101 SECOND FLOOR PLAN - ELECTRICAL EQUIPMENT - NEW WORK

EP102 SECOND FLOOR PLAN - ELECTRICAL EQUIPMENT - NEW WORK

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL DIAGRAMS

E-801 ELECTRICAL SCHEDULES

E-802 ELECTRICAL SCHEDULES

E-803 ELECTRICAL SCHEDULES

T-001 TECHNOLOGY LEGEND, ABBREVIATIONS, & GENERAL NOTES

TD101 TECHNOLOGY DEMOLITION PLAN

TN101 DATA/ACCESS CONTROL/SSTV PLAN

T-501 TECHNOLOGY DETAILS

T-601 TECHNOLOGY DIAGRAMS

FA001 FIRE ALARM LEGENDS & SYMBOLS

FD101 FLOOR PLAN - FIRE ALARM - DEMOLITION

FA101 FLOOR PLAN - FIRE ALARM - NEW WORK

N N.T.S.Scale:

Vicinity Map

Scale: 1" = 50'-0"

2nd Floor Key Plan

DRAWING INDEX:

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE METAL SHEETS/STUDS FOR BLOCKING AT

TOILET ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK,

MOUNTING BRACKETS AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN

THE CONTRACT DOCUMENTS AND AS RECOMMENDED BY PRODUCT

MANUFACTURERS. WOOD BLOCKING IS NOT PERMITTED TO BE USED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

CONTRACTOR PARKING

Revisions Date

Construction Documents 10/01/2025

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

Suite Designation

Common Path of Travel

Travel Distance to Exit

Fire Extinguisher

Exit Signage

CODE LEGEND

STERILE

SUPPLIES

2B-234

HYBRID OR

2B-237 CONTROL

ROOM

2B-238

SUITE 2

Travel Distance to Exit (Stair #1) Allowable = 200'-0' Actual = 108'-0"

Travel Distance to Exit (Stair #5) Allowable = 200'-0' Actual = 107'

Common Path of Travel Allowable = 100'-0" Actual = 73'

Common Path of Travel Allowable = 100'-0" Actual = 62'

SEMI-RESTRICTED

2B-235

TRANSITION

AREA

2B-236

SEMI-RESTRICTED

2B-223

ICR

2B-239

CARDIAC LAB

2B-224CONTROL

ROOM

2B-204A

EQUIPMENT

2B-204B

SUPPLY

2B-222

SCRUB

2B-221

ATRIUM

EQPT.

ALCOVE

2B-238A

STAIR #5

STAIR #6

STAIR #1

Corridor

2B-C7

Corridor

2B-C4

ELEC.

CLOSET

2B-212

T/S

2B-208

MECHANICAL

ROOM

2B-304A

ELECTRICAL

ROOM

2B-302B

ELECTRIC

ROOM

2B-341

T/S

2B-352

CORRIDOR

2B-C1

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

/2

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A

M

Renovate IR Cath-Lab

10/01/2025

CODE DATA - SECOND FLOOR

GI201

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

Room Schedule Level RM # Name Area Program Type Program Area

B01 - SECOND FLOOR

B01 - SECOND FLOOR 2B-208 T/S 34.05 SF

B01 - SECOND FLOOR 2B-212 ELEC. CLOSET 64.40 SF

B01 - SECOND FLOOR 2B-223 SEMI-RESTRICTED 158.25 SF

B01 - SECOND FLOOR 2B-234 STERILE SUPPLIES 172.78 SF CS116 120 SF

B01 - SECOND FLOOR 2B-235 SEMI-RESTRICTED 140.35 SF

B01 - SECOND FLOOR 2B-235A SCRUB SINK ALCOVE 19.65 SF SC199 20 SF

B01 - SECOND FLOOR 2B-236 TRANSITION AREA 168.11 SF

B01 - SECOND FLOOR 2B-237 HYBRID OR 848.45 SF CS181 900 SF

B01 - SECOND FLOOR 2B-238 CONTROL ROOM 254.78 SF CS183 260 SF

B01 - SECOND FLOOR 2B-238A EQPT. ALCOVE 33.75 SF

B01 - SECOND FLOOR 2B-239 ICR 112.75 SF CS184 150 SF

Grand total 2,007.32 SF

N Scale: 3/32" = 1'-0"

Life Safety Plan

Project Data Project Name: Renovate IR Cath Lab Project Number: VA# 548-CSI-139 / RDCJPA# 23093.00 Project Address: West Palm Beach Veterans Affairs Medical Center

7305 N. Military Trail, West Palm Beach, FL 33410

Project Description:

Demolish and reconfigure the IR Cath Lab and adjacent supporting rooms on the Second Floor of Building 1.

Applicable Codes Authority Having Jurisdiction: West Palm Beach VA Medical Center Building Code: NFPA 101, Life Safety Code, 2024 Edition

NFPA 220, Types of Building Construction, 2021 Edition International Building Code, 2021 Edition

Accessibility Code: Architectural Barriers Act Accessibility Standards w. VA supplement PG 18-13 Energy Code: ASHRAE 90.1-2013 (target 30% better than baseline) Mechanical Code: 2021 International Mechanical Code Plumbing Code: 2021 International Plumbing Code Electrical Code: 2023 NFPA 70 National Electrical Code Fire Code: 2022 NFPA 72 National Fire Alarm Code

2022 NFPA 13 Installation of Sprinkler System

VA Design Guides & Manuals: PG 18-12, Surgical & Endovascular Services Design Guide, Rev. 02/23 PG 18-9 Surgical / Endovascular Services Space Planning Criteria PG-18-10, Architectural Design Manual PG 18-14, Room Finishes

Life Safety Summary Occupancy: Healthcare Construction Type: Type I, 332 (NFPA 220, Table 4.1.1), IBC equivalent 1A Area of Work: Renovation Area= 2,024 sf Protection: Fully Suppressed

Means of Egress:

Occupant Load Factor: Healthcare Inpatient Treatment Department 2,024 sf @ 240 sf / person = 8 occupants (NFPA 101, Table 7.3.1.2)

Egress Distance: Healthcare, Sprinklered (NFPA 101, Table A.7.6) Common path limit: 75 feet (NFPA 101, 18.2.5.2) Dead end limit: 20 feet (NFPA 101, 18.2.5.3) Travel distance limit: 250 feet (NFPA 101, 18.2.6.2.1)

Fire Resistance Ratings of Building Construction Elements:

Exterior Bearing Walls 3 Hours Interior Bearing Walls 3 Hours Columns 3 Hours Beams, Girders, Trusses 3 Hours Floor Construction 2 Hours Interior Non-Bearing Walls 0 Hours Exterior Non-Bearing Walls 0 Hours

Required Separations Smoke Compartment Suite 0 Hour Corridors 0 Hour

Allowable (Fully Sprinklered) Area (IBC Table 506.2) Unlimited

Seismic Design Category A

Min. Fire Protection for Openings in Fire-Rated Assemblies Component Walls Fire Doors Vision Panel (Size) FR Vision Panel Fire Barriers 2 hr 1-1/2 hrs Max Tested D-H-90 or D-H-W-90

1 hr 3/4 hr Max Tested D-H-90 or D-H-W-90 Smoke Barriers 1 hr 1/3 hr Max Tested D-20 or D-W-20 Smoke Partitions 1 hr 1/3 hr Max Tested D-20 or D-W-20

0 hr 1/3 hr Max Tested D-20 or D-W-20

Through Penetrations in Fire-rated Assemblies:

All walls, floors, or ceilings penetrations shall be fire-stopped with U.L. approved systems to meet or exceed the fire resistance ratings of the walls, floors, or ceilings that are being penetrated to maintain the integrity of the fire-rated assembly.

CODE NOTES

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

STERILE

SUPPLIES

2B-234

HYBRID OR

2B-237 CONTROL

ROOM

2B-238

SEMI-RESTRICTED

2B-235

TRANSITION

AREA

2B-236

SEMI-RESTRICTED

2B-223

ICR

2B-239

CARDIAC LAB

2B-224

CONTROL

ROOM

2B-204A

EQUIPMENT

2B-204B

SUPPLY

2B-222

SCRUB

2B-221

EQPT.

ALCOVE

2B-238A

1.08 1.061.05 1.07

1.05

1.08

1.06

1.07

SEMI-RESTRICTED

2B-223

1.05

1.08

1.07

1.06

1.05

1.05

1.05

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IS

TERED ARC

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J A S

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

/2

:4

:2

A

M

Renovate IR Cath-Lab

10/01/2025

INFECTION CONTROL PLANS

GI202

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

Scale: 1/8" = 1'-0"1 Infection Control Plan - Phase 1

General Notes:

1. Contractor shall be responsible for infection control requirements and must submit ICRA & PCRA plans for each construction phase to COR.

2. Refer to Phasing Plans on sheet GC201 for temporary construction barriers.

3. Refer to Mechanical drawings for pathway of construction area air to be exhausted to the outside of the building.

Infection Control Risk Assessment (ICRA)

Construction Activity Category

Category C: Small-scale construction, renovation, or maintenance is generally defined as follows:

• Work requiring longer than a single week to complete but not exceeding 6 months.

• Patients and employees are not to be in the area until the activity is completed.

• Demolition/removal of preexisting floor covering, casework, lay-in ceiling, or other architectural elements.

• Demolition/removal of more than 32 ft2 of drywall/framing, hard ceilings, and doors/framing, and minimal infrastructure such as electrical circuits and branch piping.

• Installation of new walls, ceilings, and doors, including framing, drywall/plaster, and associated work.

• Plumbing work such as the installation of new sinks, showers, and toilets, and associated plumbing.

• Shut down of sections of potable water systems.

• Electrical work such as installation of conduit and wire for lighting, receptacles and switches for an area, the installation of conduit and wire for new devices such as terminal units, fans, etc.

• Modification of existing fire alarm and suppression systems.

• Mechanical work such as the installation of ductwork, diffusers, and terminal units for an area.

Patient Risk Category Highest Risk: Procedural, invasive, sterile support and highly compromised patient care areas.

Level of Precautions: Level IV

Required Infection Prevention and Control Measures Level I:

1. Perform work activity in a manner that does not create dust.

2. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.

3. Any materials and equipment being brought into the facility must be free of contaminants and loose material.

Level II:

All control measures in Level I and the following:

1. Provide active means to control airborne dust from dispersing into occupied areas and/or water mist surface to control dust (e.g., Mobile Dust Containment Cart or some other system).

2. Ensure worker clothing is clean and free of visible dust before leaving the work area.

3. Remove or isolate air diffusers (supply and return) to protect the HVAC system from dust and reduce air turbulence. Rebalance system to address diffuser isolation.

4. When the work involves or impacts potable water systems including stagnation due to reduced usage, the piping shall be flushed twice a week or isolated from the main system.

5. Seal doors to prevent dust migration.

6. Contain all trash and debris in the work area. Perform daily cleaning and disposal of trash (covered) from work area using an identified exit route.

7. Any equipment, tools, or materials removed from the work area must be in sealed containers and/or cleaned of dust and debris prior to removal from the area.

8. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

9. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

10. Maintain clean surroundings when area is not contained by damp mopping or HEPA vacuuming surfaces at least daily.

Level III:

All control measures in Levels I and II, and the following:

1. Ensure the availability of equipment for cleaning hands.

2. Construct and complete critical barriers meeting NFPA 241 requirements. Barriers must extend to the ceiling or, if ceiling tile is removed, to the deck above.

3. All (plastic or hard) barrier construction activities must be completed in a manner that prevents dust release. Plastic barriers must be effectively affixed to the floor and ceiling (or floor/roof deck above) and secure from movement or damage.

4. Seal all penetrations in containment barriers, including floors and ceiling, using approved materials (UL schedule firestop if applicable for barrier type).

5. Maintain .01 inches /water gauge negative pressurization of the entire workspace by use of HEPA exhaust air systems directed outdoors (unless a work-specific waiver is approved by VHA’s Office of Healthcare Engineering); this must be maintained continuously 24/7 for the duration of the project. Exhaust discharged directly to the outdoors that is 25 feet or greater from entrances, air intakes, and windows is not required to be HEPA-filtered. Exhausting discharged air into shared or recirculating HVAC systems, or other shared exhaust systems (e.g., bathroom exhaust) is prohibited.

6. Install a differential pressure sensing device (e.g., magnehelic, manometer, or digital monitoring) on the exterior of the work containment to continually monitor and document negative pressurization. The “ball in the wall” or similar apparatus are to acceptable.

Level IV:

All control measures in Levels I, II, and III, and the following:

1. Barriers must be hard barriers unless temporary to install final barrier.

2. Containment must include an anteroom to ensure pressure control. Anteroom must be large enough for equipment staging, cart cleaning, workers’ PPE, and cleaning.

3. Worker clothing and/or PPE must be removed or cleaned and be free of visible dust before leaving the work area anteroom. HEPA vacuuming of clothing or the use of cover suits is acceptable.

4. Workers must wear shoe covers or have a method to clean shoes in the anteroom. Shoe covers must be removed prior to exiting the anteroom to the occupied space (non-work area). Damaged shoe covers must be changed immediately.

Minimum Infection Prevention and Control Measures Required Upon Completion of the Activity Levels III & IV:

Construction areas must be inspected by an infection preventionist and engineering representative (and others as determined by the facility) for final activity/project closeout and removal of infection prevention and control measures.

Work Area Cleaning:

1. Clean work areas, including all environmental surfaces, high horizontal surfaces, and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

Removal of Critical Barriers:

1. Critical barriers must remain in place during all work involving drywall removal, creation of dust, and activities beyond simple touch-up work. The barrier may NOT be removed until a work area cleaning has been performed. Additional cleaning may be needed after the removal of the barrier.

2. All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:

3. Carefully remove screws and painter tape.

4. If dust will be generated during screw removal, use hand-held HEPA vacuum.

5. Drywall cutting is prohibited during the removal process.

6. Clean all stud tracks with a HEPA vacuum before removing the outer hard barrier.

7. Use a plastic barrier to enclose area if dust could be generated. Negative Air Requirements:

8. The use of negative air must be designed to remove contaminants from the work area.

9. Negative air devices (fans, filters, monitoring and documentation equipment) must remain operational at all times and in place for a period after completion of dust creating activities to remove contaminants from the work area and before removal of critical barriers.

HVAC systems:

1. Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.

2. Verify that HVAC systems are clean and operational.

3. Verify and document through a TAB the HVAC systems meets original airflow and air exchange design specifications.

Water systems:

1. Until the potable water system is activated and in use, flushing shafts continue at least twice per week in accordance with VHA Directive 1061.

Pre-Construction Risk Assessment (PCRA) Activity Type: Small Scale

General Inspection / Upkeep:

• Work can be completed in a single shift, not to exceed 10 hours.

• Patients, employees and/or visitors may be in the area depending on the activity.

• Work that does not create dust or debris.

• Work that does not create vapors or fumes.

• Removal of ceiling tile or access to mechanical or electrical chase for visual inspection that will not impair fire safety systems and are limited to 1 tile per 50 square feet with limited exposure time (not to exceed an hour for each tile) within the shift.

• Minor interior updates (e.g., replacing floor or ceiling tiles, carpentry work to include hanging signage, and painting with hand tools) that do not create vibration or noise.

• Limited building system maintenance that does not require Lock Out Tag Out (LOTO), such as plumbing on potable systems limited to faucet replacement, steam trap replacement etc. and electrical work such as replacement of bulbs, receptacles, or switches.

General Control Measures:

1. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.

2. Site visits of the construction area are required weekly by a member of multi-disciplinary team. Site visits will be documented on a standard checklist.

3. Site-specific safety plan, task hazard analysis, and hazard communication required to be provided by the contractor and approved where a contact is in place.

For internal work, the shop involved must work with Safety to ensure proper precautions are in place.

4. Must address identified hazards and controls that will be implemented to ensure minimal impact to patients, employees, contractors and facility.

5. Communication and coordination plan for all affected areas.

Small Scale Construction & Renovation:

• Prolonged work that may take longer than a single shift but not exceeding six months.

• Patients and employees are not to be in the area until the activity is completed.

• Work that creates some noise and vibration due to power tool use.

• Selective demolition/removal of preexisting floor covering, casework, lay-in ceiling, or other architectural elements that may

• disturb asbestos, lead or silica

• create the potential for falling objects

• create vibration and/or noise in excess of 80 dB(A) in surrounding areas.

• cause penetrations in fire or smoke barrier

• Plumbing work such as the installation of new sinks, showers and toilets and associated plumbing that requires utility outages or work on the steam system that may require:

• LOTO

• The use of compressed gas cylinders

• Electrical work such as installation of conduit and wire for lighting, receptacles, and switches for an area, the installation of conduit and wire for new devices such as terminal units, fans, etc. Electrical work such as installation of cabling/wiring/conduit for a single device, installation of a new device such as a light fixture that requires LOTO.

• Air Handler and/or fan shutdown/startup and HVAC work such as replacement of a single diffuser, single terminal unit, a single device, and the installation of ductwork, diffusers, and terminal units for an area that may require:

• Work on ladders

• Rigging, hoisting, or lifting of equipment or materials overhead

• Modification of existing fire alarm and suppression systems requiring system outages and ILSMs or obstruction of exits and or impact on corridors.

• Architectural, structural, or any other work that may cause vapors or fumes, such as:

• Roofing work

• Flooring work

• Painting or other large-scale use of such substances.

Small-Scale Construction & Renovation Control Measures All control measures in the row above and the following:

1. Hazard communication chemical inventory required to be provided by the contractor and approved.

2. Where construction, Renovation, and maintenance are done in an accredited facility, and ILSM assessment is required to be done, and ILSMs are put into place in accordance with TJC LS.01.02.01 and the local facility policy, including Fire watch if necessary. Staff is trained, and the ILSM is verified regularly

3. Hot Work or burn permits in place and staff trained

4. LOTO procedures in place and staff trained on their use

5. Site visits will be reviewed using the criteria in the standardized guide.

6. Daily inspections of the site are to be conducted by the General Contractor or shop supervisor and documented on their daily log.

VHA ICRA & PCRA Requirements

1.05 Temporary 1-hr fire rated construction partition, refer to Wall Type T1.0. Coordinate final location in field with COR. Build one section of temporary walls at a time to avoid corridor congestion and maintain the egress path at all times.

1.06 Temporary 45-min fire rated construction door. Coordinate final location in field with COR.

1.07 Negative air monitors shall be installed on the corridor side of the temporary construction walls for monitoring.

1.08 Place sticky walk-off mats at the exit of each construction access point for every phase. Refer to VHA, ICRA & PCRA Requirements.

PLAN NOTES

Scale: 1/8" = 1'-0"2 Infection Control Plan - Phase 2

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

T1.0

SEMI-RESTRICTED

2B-223

Note: Coordinate the final 1-HR rated temporary construction partition and door location with the C.O.R.

T1.0

T1.0

T1.0

Equipment

2B-215 Scrub Rm

2B-224

IR Cath Lab

2B-234

Control Rm

2B-232A

Consult

2B-226

Holding Rm

2B-228

Holding Rm

2B-230

Nurse Station

2B-230B

Cardiac Lab

2B-224

Supply

2B-222

Control Rm

2B-204

Equipment

2B-204A

Scrub

2B-221

Travel Distance to Exit (Stair #1) Allowable = 200'-0' Actual = 108'-0"

Common Path of Travel Allowable = 100'-0" Actual = 68'

Travel Distance to Exit (Stair #5) Allowable = 200'-0' Actual = 161'

STERILE

SUPPLIES

2B-234

CONTROL

ROOM

2B-238

M in

T1.0

Min.

5'-0"

HYBRID OR

2B-237

ICR

2B-239

TRANSITION

AREA

2B-236

SEMI-RESTRICTED

2B-235

SEMI-RESTRICTED

2B-223

T1.0

Common Path of Travel Allowable = 100'-0" Actual = 71'

Common Path of Travel Allowable = 100'-0" Actual = 61'

EQPT.

ALCOVE

2B-238A

CARDIAC LAB

2B-224

Travel Distance to Exit (Stair #5) Allowable = 200'-0' Actual = 107'

Note: Coordinate the final 1-HR rated temporary construction partition and door location with the C.O.R.

Existing area not in Scope

Construction Area included in Scope / Phase

Construction in previous Phase(s)

Construction in future Phase(s)

Temporary Wall Partition

LEGEND

Equipment

2B-215

Scrub Rm

2B-224

IR Cath Lab

2B-234

Control Rm

2B-232A Toilet

2B-214

Supply

2B-230A

Consult

2B-226

Holding Rm

2B-228

Holding Rm

2B-230

Nurse Station

2B-230B

Cardiac Lab

2B-224 Supply

2B-222

Control Rm

2B-204

Equipment

2B-204A

Scrub

2B-221

Travel Distance to Exit (Stair #1) Allowable = 200'-0' Actual = 108'-0"

Common Path of Travel Allowable = 100'-0" Actual = 67'

Common Path of Travel Allowable = 100'-0" Actual = 70'

Travel Distance to Exit (Stair #5) Allowable = 200'-0' Actual = 161'

Scale: 1/8" = 1'-0"0 Existing Floor Plan

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

Scale: 1/8" = 1'-0"2 Phase 2 Plan

S T A

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OF FLO

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IS

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J A S

ON

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S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

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M

Renovate IR Cath-Lab

10/01/2025

PHASING PLANS - SECOND FLOOR

GC201

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

GENERAL PHASING NOTES

A. For temporay partition locations see Phasing Plans. Temporary partitions are suggested locations. Coordinate final location in field with COR.

B. All Temporary partitions to be 1 hour rated wall type T1.0 unless noted otherwise.

C. Verify all conditions in the field prior to fabrication, erection and construction.

D. Firestopping to be installed at all penetrations of the Temporary fire rated paritions to maintain fire resistance integrity.

E. Coordinate phase completion and start-up with requirements as set forth by the COR to maintain daily operations to near as normal as possible.

F. Coordinate location of job dumpster with the COR so as to disrupt daily operations as little as possible.

G. Coordinate access to all phases of construction, deliveries, and debris removal with the COR. See General Requirements.

H. Temporary door locations and sizes are as required by the General Contractor.

Doors will interfere with daily operations as little as possible. Confirm all locations with the COR. Construction doors are to use VA standard door hardware and be keyed alike with VA standard locksets.

I. All temporary doors installed in 1 hour rated construction partitions shall be 45 min.

doors unless otherwise noted.

J. Existing HVAC, medical gases, sprinklers and water supply shall be maintained outside the construction area as required during each phase. Coordinate phasing with Mechanical and Plumbing contractor. Support and protect all lines during each phase of construction. See MEP Drawings.

K. Provide and maintain negative air pressure at all construction. Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements and duct locations.

L. Temporary partition to structural deck above. See AE001 for temporary partition type.

M. Existing power must be maintained throughout as required during each phase of construction.Coordinate phasing with Electrical Contractor. Coordinate power turnover with requirements as dictated by the COR. See Electrical Drawings.

N. Coordinate sequence construction with COR so that only one side of any corridor in use is obstructed at any one time.

O. Coordinate all work with COR involving the generation of excessive noise so as to occur during non-peak operating hours, 1000 to 1600 daily. Activities to occur during this time include, but are not limited to saw cutting, jack hammering, hammer drilling and core drilling. If there is any question as to whether an operation should occur during this time the Contractor will contact the COR.

P. Work to take place after hours to be scheduled between 17:00-6:00 Monday-Friday, any Saturday and Sunday shall be coordinated and authorized by

COR.

Q. Temporary construction wayfinding signs shall be provided and installed by VA.

Locations to be coordinated with COR.

R. Install walk-off sticky mats at the construction access’s exit boundary for each phase.

S. Construct one section of temporary walls at a time to minimize congestion in the corridor. The egress path must be maintained at all times.

T. Construction area is to have negative air pressure through an air scrubber with a HEPA filter. All construction air must be exhausted outside of the building.

U. Negative air monitors shall be installed and located on the temporary construction walls on the corridor side of the wall for monitoring.

PROJECT PHASING

Note:

1. Adjacent Cardiac Lab is to remain operational through duration of construction of IR Cath Lab.

Work shall be coordinated to minimize disruption to Cardiac Lab throughout the project.

2. Contractor is responsible for submitting ICRA & PCRA plan for each individual construction phase to COR for approval prior to starting that phase.

Phase 1:

- Demo existing Toilet Room 2B-214 & Supply Room 2B-230A for new Semi-Restricted Area 2B-223.

- Install new door off corridor to access Cardiac Lab Semi-Restricted Area 2B-223.

- Remove existing door to Cardiac Lab Supply Room 2B-222 & infill wall opening.

- Relocate existing Med Gas controls & alarm monitors for new door opening into Cardiac Lab.

- Demo existing Cardia Lab low air return duct chase for new door opening. Construct new duct chase to relocate low air return duct.

- Modify ductwork to AHU-25.

- Create new entry door access to Cardiac Lab from new Semi-Restricted Area 2B-223.

- Demo existing Cardiac Lab entry doors and infill wall opening.

- Repair floor, wall & ceiling finishes inside Cardiac Lab to match existing room finishes.

Phase 2:

- Work shall be completed during normal hours - high impact/loud noise work to be completed after hours. Coordinate with COR.

- Demo existing IR Cath Lab & adjacent supporting rooms defined in project scope.

- Renovate new Cath Lab per construction documents.

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

F F

2.54

2.56

2.57

2.56

2.56

2.58

2.54

2.61

2.63

2.56

2.56

2.61

2.61

2.62

2.62

2.62

11.8

11.8

E.8E.8

EE

2.04

2.51

2.51

F.V.

3' - 1" 2.64

2.65

2.67

2.66

2.64

2.56

2.82

2.68

2.68 2.68

2.62

2.69

DEMOLITION LEGEND

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished

S T A

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

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Renovate IR Cath-Lab

10/01/2025

DEMOLITION PLAN - SECOND

FLOOR

AD102

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

A. Remove all existing partitions shown with a dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors, and hollow metal frames where indicated with a dashed line. Unused hardware shall be turned over to the Owner. Box hardware before giving it to the Owner.

C. Removal of existing IR Cath lab floor & ceiling-mounted procedural equipment to be completed by the Owner.

D. See Plumbing, HVAC, and Electrical Drawings for removal work associated with those trades.

E. Computer and communication cables and/or other wiring, piping, tubing, etc., serving other areas and functions located above the ceiling or in the walls of the area to be remodeled shall be maintained during the demolition/construction process. Coordinate any required changes to these systems with the COR.

F. Repair existing walls to match the adjacent undisturbed wall, where cabinets, countertops, etc., are shown to be removed.

G. Prepare walls and floor slabs as required to receive new finish materials where the existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

J. Remove all existing ACT ceiling grid and tile unless noted otherwise.

K. Remove all existing floor finishes and base unless noted otherwise.

L. All abandoned cables and/or other wiring, piping, tubing, etc., located above the ceiling or in the walls shall be removed.

M. Any removed electronic devices, including but not limited to wireless access points, PA speakers, checkpoint sensors, checkpoint repeaters, and a checkpoint modem, shall be turned over to the Owner.

N. Remove all existing wall protection, including hand/crash rails, wall guard rails, and corner guards in areas to be remodeled.

P. Refer to sheet GC201 & GI201 for temporary construction partitions and doors.

Q. Remove all signage and artwork. Removed items shall be turned over to the Owner.

R. Remove all systems furniture. Removed items shall be turned over to the Owner.

S. Remove wall-mounted accessories, including shelving and medical equipment, as required, and turn over to the Owner.

T. Remove existing mirrors, grab bars, shower seats, soap & towel dispensers, and all other wall-hung toilet room accessories.

Removed items shall be turned over to the Owner.

U. Remove all existing privacy curtains and ceiling-mounted tracks.

V. Coordinate demolition with project phasing. See sheet GC201.

W. Contractor to coordinate final removal path and dumpster location with COR prior to construction.

X. Install walk-off sticky mats at the construction access's exit boundary for each phase.

Y. Construct one section of temporary walls at a time to minimize congestion in the corridor. Egress path must be maintained at all times.

Z. Apply floor leveler as necessary to provide a smooth level floor to receive new floor finishes. Refer to Specification Section 09 05 16.

2.04 Existing HM door frame to remain.

2.51 Existing crashrail, handrail, and wall base to be removed. Prep area for new construction.

2.54 Remove portion of existing wall to for installation of new door - See sheet AE102 and Door Schedule.

2.56 Remove existing counter/casework.

2.57 Remove existing duct chase to allow for installation of new doors. See Door Schedule.

2.58 Remove existing pneumatic tube station & piping back to

transfer station and turn over to the VA.

2.61 Remove patient headwalls.

2.62 Remove med gas controls and alarm monitors.

2.63 Remove window frame and glazing.

2.64 Remove existing gypsum board from floor to 7'-0" A.F.F. on metal studs and prep studs to receive new lead-lined gypsum board.

2.65 Remove the existing fire extinguisher cabinet. Turn over fire extinguisher cabinet to the Owner.

2.66 Remove window sill and furred out wall around window.

2.67 Remove ceiling mounted service column. See Plumbing and

Electrical Drawings for med gas and power removal.

2.68 Remove room condition monitor. See Mechanical Drawings.

2.69 Remove wall, floor, & ceiling finishes for installation on a new duct chase.

2.82 Remove monitor wall mount. Salvage to be reinstalled. VA to remove monitor & disconnect from equipment.

PLAN NOTES

GENERAL DEMOLITION NOTES

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

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

S2.0

9.21

9.02

7.82

7.82

4 1/4"

9.80

S3.0

1 1/2"

9.05

9.21

7.82

S1.0

4 7/8"

9.219.21

9.02

9.80

7.82

7.82

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

T1.0

9.21

9.02

9.80

4 7/8"

9.16

7.82

7.82

1HR RATED

FIRE BARRIER

U.L. #U465

9.23

9.02

S2.0-L

4 1/4"

7.82

9.80

7.82

L e a d L in in g

H ig h

LEAD LINED

GYP. BD.

PARTITION

Hybrid O.R.

room side

9.80

7.82

7.82

4 7/8"

S1.0-L

9.02

L e a d L in in g

H ig h

LEAD LINED

GYP. BD.

PARTITION

9.239.23 Hybrid O.R.

room side

S3.0-L

1 1/2"

9.23

7.82

LEAD LINED

GYP. BD.

PARTITION

L e a d L in in g

H ig h

Hybrid O.R.

room side

9.05

7.82

9.21

S1.0-N

NON-RATED

SMOKE

PARTITION

4 7/8"

9.219.21

9.02

9.80

7.82

7.82

S1.0-F

1-HR RATED

FIRE BARRIER

U.L. #U465

4 7/8"

9.219.21

9.02

9.80

7.82

7.82

9.23

9.80

7.82

7.82

4 7/8"

S1.1-L

9.02

L e a d L in in g

H ig h

LEAD LINED

GYP. BD.

PARTITION

9.21

Hybrid O.R.

room side

9.21

9.02

7.82

7.82

4 7/8"

L e a d L in in g

H ig h

S1.0-FL

1-HR RATED

FIRE BARRIER

U.L. #U465. LEAD

LINED GYP. BD.

PARTITION

9.23 Hybrid O.R.

room side

9.80

1-HR RATED

SHAFTWALL

PARTITION

U.L. U415

7.82

9.25

9.11

9.21

Semi-Restrictive Area Side

7.82

5/8"

7.82

S3.1-L

L e a d L in in g

H ig h

2.01

9.23 Hybrid O.R.

room side

7.82

STERILE

SUPPLIES

2B-234

HYBRID OR

2B-237

CONTROL

ROOM

2B-238

Corridor

2B-C7

Corridor

2B-C4

SEMI-RESTRICTED

2B-235

TRANSITION

AREA

2B-236

ICR

2B-239

SEMI-RESTRICTED

2B-223

EQPT.

ALCOVE

2B-238A

SCRUB SINK

ALCOVE

2B-235A

LEAD SHIELDING PLAN LEGEND

Existing Area not in Scope

Req'd Lead Shielding Barrier

S T A

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

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:4

A

M

Renovate IR Cath-Lab

10/01/2025

WALL TYPES / LEAD SHIELDING

PLAN

AE001

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

2.01 Existing construction to remain.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls on each side.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.05 7/8" [Z or hat] furring channel @ 16" o.c.

9.11 2 1/2" metal shaft-wall C-H framing @ 24" o.c..

9.16 Fire retardant plastic sheet sheeting sealed to prevent

passage of air.

9.21 5/8" Type X gypsum board.

9.23 Lead-lined gypsum board. 1/16" thick lead sheet laminated to 5/8" Type X gypsum board. Install lead-lined gyp. bd. on procedure room side of wall.

9.25 1" Type "X" shaft-wall gypsum liner panel.

9.80 Acoustic insulation

DETAIL NOTES

Wall Types

Scale: 1/8" = 1'-0"1 Lead Shielding Plan

GENERAL LEAD SHIELDING NOTES

A. Refer to sheet AE102 Dimension Plan for designated lead lined Wall Types.

B. Refer to sheet AE001 for Wall Type details.

C. Refer to sheet AE601 for lead lined door and window details.

D. Refer to specification 13 49 00 Radiation Protection.

E. All lead shielding should extend to a height of 7'-0" above finish floor.

F. Overlying gypsum board seams should be offset and great care should be excercised in tapping and mudding seams. No gaps in gypsum board are acceptable.

G. Contractor must schedule Lead Field Testing with the VA Facility Phsicist after room finishes are complete and radiation equipment installed.

No shielding required at this location (atrium side)

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

F F

STERILE

SUPPLIES

2B-234

CONTROL

ROOM

2B-238

HYBRID OR

2B-237

TRANSITION

AREA

2B-236

SEMI-RESTRICTED

2B-223

SEMI-RESTRICTED

2B-235

ICR

2B-239

32' - 7" 11' - 9"

/8

/8

3'-4" 10'-4 7/8" 6'-10" 5'-6 7/8"

11' - 0 1/4" +/- 13' - 8 7/8" 12' - 4 7/8" 8' - 0"

/8

/8

/8

/8

7' - 6"

6' - 9 3/4"

/2

S1.0-F

S1.0-F

S1.1-L

S1.0-N

S1.0-N

S1.0-L

EQPT.

ALCOVE

2B-238A

3' - 0 7/8"

AE602

11.8

11.8

E.8E.8

EE

AE602

AE602

AE602

S1.0-FL

S2.0

S1.1-L

S3.1-L

E Q

E Q

EQUIPMENT

2B-204B

SCRUB SINK

ALCOVE

2B-235A

S1.0-F

F F

STERILE

SUPPLIES

2B-234

HYBRID OR

2B-237

CONTROL

ROOM

2B-238

Corridor

2B-C7

Corridor

2B-C4

SEMI-RESTRICTED

2B-235

TRANSITION

AREA

2B-236

ICR

2B-239

SEMI-RESTRICTED

2B-223

12.09

23.03

8.09

8.09

8.10

237B

EQPT.

ALCOVE

2B-238A

11.8

11.8

E.8E.8

EE

8.10

8.10

8.10

8.108.10

237C

237A

8.10

8.10

9.47

A

SCRUB SINK

ALCOVE

2B-235A

1.03

1.03

1.03

11.18

8.10

PLAN LEGEND

Existing Area not in Scope

Existing Wall to Remain

New Wall

0-HR Smoke Partition

1-HR Fire Barrier

1-HR Smoke Barrier

S T A

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

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Renovate IR Cath-Lab

10/01/2025

DIMENSION & NOTE PLANS -

SECOND FLOOR

AE102

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

A. All dimensions are taken to the face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side, not otherwise indicated, are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side, not otherwise located, are to be 18" minimum from the face of intersecting walls.

C. All wall blocking shall be metal sheets/studs. Wood is not permitted.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. Refer to sheet GC201 for project phasing.

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

Dimension Floor Plan

1.03 Ensure integral blinds are in the closed position prior to constructing new walls in front of the window.

8.09 Card reader.

8.10 Touchless hand wave.

9.47 Install one layer of lead-lined gypsum board 7'-0"at A.F.F.

on existing metal studs on the Hybrid OR side of room.

11.18 Reinstall salvaged equipment monitor wall mount bracket.

VA to reinstall equipment and equipment connections coordinate location with COR.

12.09 Solid surface countertop.

23.03 New low air return duct chase. See Mechanical Dwgs.

PLAN NOTES

GENERAL NOTES

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

Note Floor Plan

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

SEE SCHED.

S E

E S

C H

E D

U L E

8" 8"

SEE SCHED.

S E

E S

C H

E D

U L E

FN S

S E

E S

C H

E D

SEE SCHED.

SEE SCHED.

S E

E S

C H

E D

U L E

FL

8"

SEE SCHED.

S E

E S

C H

E D

U L E

NL

8"

8.15

8.18

8.18

H1

J1

8.04

S1

8.02

9.21

9.80

7.82 1/2" 1/2"

SEE PLAN

1/2" 1/2"

8.02

9.21

9.80

9.08

7.82

H2

J2

H3

J3

9.21

9.80

Stainless Steel

9.21

9.80

7.82

1/2" 1/2"

8.07

SEE PLAN

9.21

9.80

9.08

Stainless Steel

SEE PLAN

1/2" 1/2"

8.02

9.21

9.80

9.08

7.82

8.07

Hybrid O.R. Side

Hybrid O.R. Side

9.09

9.09

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

1 3/4" SEE SCHEDULE 1 3/4"

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

8.07

B01 - SECOND FLOOR

120'-4"

J4

AE601

H4

AE601

M4

AE601

J4

AE601

Sim

S4

AE601

8.14

2" EQ 2" EQ 2"

8.07

12' - 8"

A

G-5G-5

9.08

7.82

8.14

Hybrid O.R. Side

8.07

Control Rm. Side

9.80

9.21

8.14

9.09

9.21

Hybrid O.R. Side

1/2" 1/2"

8.07

9.80

7.82

Control Rm. Side

Hybrid O.R. Side

8.14

8.07

Control Rm. Side

7.82

9.21

9.80

8.14

Hybrid O.R. Side

8.07

Control Rm. Side

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

/2

:4

:5

A

M

Renovate IR Cath-Lab

10/01/2025

DOOR & WINDOW SCHEDULE /

DETAILS

AE601

VRCV

548-CSI-139

West Palm Beach, FL

B1

ROBERT KITTELSON - COR

CONSTRUCTION

DOCUMENTS

23093.00

DOOR SCHEDULE

DOOR

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L GLAZING

SIZE

TYPE MAT'L HEAD JAMB# W H T

223 2B-C4 2B-223 S ALUM G-2 1 4'-5 1/2" 7'-0" 1 3/4" 3 ALUM H3 J3 08

224 2B-223 2B-224 FL WD 2 2'-6" 7'-0" 1 3/4" 2 HM H2 J2 06 Lead Lined Door & Frame

234 2B-235 2B-234 N WD G-3 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 45 Min. 05

235 2B-236 2B-235 S ALUM G-1 1 4'-5 1/2" 7'-0" 1 3/4" 3 ALUM H3 J3 08

236 2B-C7 2B-236 S ALUM G-2 1 4'-5 1/2" 7'-0" 1 3/4" 3 ALUM H3 J3 07

237A 2B-237 2B-234 FL WD 1 3'-0" 7'-0" 1 3/4" 2 HM H2 J2 45 Min. 02 Lead Lined Door & Frame

237B 2B-237 2B-235 FL WD 2 3'-6" 7'-0" 1 3/4" 2 HM H2 J2 06 Lead Lined Door & Frame

237C 2B-238 2B-237 NL WD G-4 1 3'-0" 7'-0" 1 3/4" 2 HM H2 J2 03 Lead Lined Door & Frame

238 2B-238 2B-236 N WD G-1 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 01

239 2B-C7 2B-239 F WD 1 3'-0" 7'-0" 1 3/4" Exist. Exist. Exist. Exist. 04 New Door Leaf & Hardware in an Existing HM Frame.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls on each side.

8.02 Hollow metal frame.

8.04 Hospital stops @ all interior hollow metal frames.

8.07 1/16" thick, lead-lined hollow metal frame.

8.14 Privacy Switch Electro Frosted Lead shielding glass. Glazing to have the lead equivalent of 0.078" min.

8.15 Narrow-lite with clear Lead shielding glass.

8.18 1/16" thick, lead lined door

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.21 5/8" Type X gypsum board.

9.80 Acoustic insulation

N.T.S.Scale:

Door Types

DETAIL NOTES

N.T.S.Scale:

H.M. Frame Details N.T.S.Scale:

H.M. Frame Types

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

Control Room - H.M. Window

H4

J4

M4

S4

A. All door frames must be welded frames.

B. No wood blocking is permitted.

GENERAL DOOR NOTES

N.T.S.Scale:

Lead Lined Door and Frame

N.T.S.Scale:

Partition Framing for Doors

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

GLAZING SCHEDULE

TYPE GLASS DESCRIPTION REMARKS

G-1 Clear Tempered Door Vision Lite & Sliding Door

G-2 Frosted Tempered Corridor Sliding Door

G-3 Fire Rated glass Door Vision Lite

G-4 Clear Lead-lined glass Door Vision Lite

G-5 Switchable Frosted Lead-lined Control Room Window

135.0°

3'

1/

2"

2' - 6"

/2

S2.0

S2.0-L

S1.0-L

EE

3' - 5 1/4" +/- 11 7/8"

S2.0

S2.0

/2

S1.1-L

2' - 5"

2.01

2.02

2.01 Align

Align

9.17

.0

23.04

S3.1-L

S3.1-L

23.04

F F

135.0°

3' - 5 7/8" 1' - 4 1/2"

2' - 9"

EQ EQ

S2.0

S2.0-L

S1.1-L

S2.0

S3.0-L

S3.0-L

/2

/2

S1.1-L

2.02

9.23

9.14

9.23

9.23

9.05

9.05

9.05

23.04

10.40

S3.0

23.04

F F

/2

/8

5" +/- 1' - 4 1/2" 3' - 1"

.0

S2.0-L

S2.0

S7.1-F

6"

S7.1-F

S1.0-FL

9.14

2.01

2.02

2.01

2.01

9.23

Align

23.04

1.03

1.03

10 1/8" +/- 5" 2' - 4 3/4"

.0

°S2.0

2.01

S3.1-L

23.04

1.03

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/29/2025 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/3

/2

:4

:5

A

M

Renovate IR Cath-Lab

10/01/2025

DETAILS

AE602

VRCV

548-CSI-1…