S06 Attachment_548-CSI-139 WPB Renovate IR Cath Lab_Addendum 01_2026-04-24_28 Pages.pdf
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- Solicitation number
- 36C24826Q0453
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This is Addendum No. 01 to construction contract 48-CSI-139 for the Renovate IR Cath Lab project at West Palm Beach VAMC, issued April 24, 2026. The addendum supplements original drawings and specifications to address Requests for Information received during bidding and provides design clarifications. The addendum comprises 28 pages including 2 specification sections and 5 drawing sheets with revisions indicated by clouding and tagging.
Key revisions include: Section 08 80 00 (Glazing) revised glass types to align with Glass Schedule on Sheet AE601, and Section 13 49 00 (Radiation Protection) provided basis of design for lead-lined electronically switchable privacy glass. Architectural drawing revisions include 11'-0½" floor-to-deck height clarification on Sheet AE001, elevation markers and dimensions added to Control Room and Semi-Restricted room casework storage cubbies on Sheets AE102 and AI401, stainless steel shelf basis of design specifications on Sheet AI401 and QH101 toilet accessory schedules, and additional cubby casework dimensions on Sheet AI511. Receipt of the addendum must be acknowledged on the Form of Proposal. The specifications establish requirements for clear tempered glass (G-1), frosted privacy tempered glass (G-2), 45-minute fire-rated tempered glass (G-3), X-ray lead-lined clear glass (G-4), and electronically switchable X-ray privacy lead-lined glass (G-5), with minimum 6mm thickness unless otherwise indicated. All glazing must comply with ASTM standards, GANA guidelines, and performance requirements for deflection, fire-rating, and safety glazing standards.
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524 Fernwood Drive, Altamonte Springs, Florida 32701 | rdcjpa.com | 800.362.1523
Addendum No. 01
Date: April 24, 2026
Project: 48-CSI-139 Renovate IR Cath Lab
West Palm Beach VAMC
7305 North Military Trail
West Palm Beach, FL 33410
This Addendum supplements and amends the original Drawings and Specifications for the above referenced project. This Addendum shall be forwarded to all Prime Bidders and all appropriate building code authorities. This Addendum shall be taken into account in the preparation of bids and shall become a part of the Contract Documents.
Receipt of this Addendum must be acknowledged on the Form of Proposal.
Questions or comments should be directed to the Contracting Officer per the Solicitation.
This addendum consists of 28 pages, 2 Specification sections and 5 Drawing sheets.
General
The addendum consists of revised drawings and specifications to address RFI’s received during the bidding process along with revisions providing clarification.
1. Provided requested floor to deck height from top of the 2nd Floor slab to underside of 2rd
Interstitial Floor slab based on existing building drawings. Contractor shall field verify.
2. Interior elevation markers and additional dimensions have been added to clarify design intent of the casework storage cubbies for staff in the Control Room and Semi-Restricted room.
3. Basis of design for stainless steel shelf over scrub sink in Semi-Restricted rooms has been provided.
4. The Glazing and Radiation Protection specifications have been revised for clarification on glazing requirements.
Specifications
1. 08 80 00 Glazing
a. Revised glass types to coincide with Glass Schedule on Sheet AE601.
2. 13 49 00 Radiation Protection
a. Provided basis of design for lead-lined electronically switchable privacy glass.
Drawings
Note: Drawing revisions have been clouded in and tagged to reference to Addendum #01.
Architectural
1. Sheet AE001 – Wall Types / Lead Shielding Plan
a. 11’-0 ½” has been added to Structure Above Elevation Maker on the Wall Types to note top of 2nd Floor slab to underside of 2rd Interstitial Floor slab. Contractor to field verify.
2. Sheet AE102 – Dimension & Note Plans - Second Floor
a. Elevation markers have been added in the Control Room and Semi-Restricted rooms on the Note Plan.
3. Sheet AI401 – Interior Elevations
a. Additional dimensions have been added to Control Room cubbies shown in
Elevation 4.
b. Toilet Accessory mark ‘A’ has been revised in the Toilet Accessories Schedule to provide basis of design manufacturer and model for stainless steel shelf.
4. Sheet AI511 – Casework Sections & Details & Finish Legend
a. Additional dimensions have been added to cubbies casework sections C2 and C3.
5. Sheet QH101 – FF&E - Second Floor
a. Toilet Accessory mark ‘A’ has been revised in the Toilet Accessories Schedule to provide basis of design manufacturer and model for stainless steel shelf.
End of Addendum No. 01
Renovate IR Cath Lab GLAZING
548-CSI-139 01-01-21
08 80 00 - 1
SECTION 08 80 00
GLAZING
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section specifies the following:
1. Glass.
2. Plastic glazing.
3. Switchable privacy glass and control system.
4. Glazing materials and accessories for both factory and field glazed assemblies.
1.2 RELATED WORK
A. Section 01 81 13, SUSTAINABLE DESIGN REQUIREMENTS: Sustainable Design
Requirements.
B. Section 08 11 13, HOLLOW METAL DOORS AND FRAMES, and Section 08 14 00, WOOD
DOORS: Sound resistant doors.
C. Section 10 28 00, TOILET, BATH, AND LAUNDRY ACCESSORIES: Mirrors.
D. Section 13 49 00, RADIATION PROTECTION: Lead glass.
E. Section 26 05 19, LOW VOLTAGE ELECTRICAL POWER AND CONDUCTORS AND CABLES:
Wiring (120 V AC, 15A or 20A).
F. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Junction and Switch
Boxes.
G. Section 28 13 11, PHYSICAL ACCESS CONTROL SYSTEMS: Access Control Systems.
1.3 LABELS
A. Temporary labels:
1. Provide a temporary label on each light of glass and plastic material identifying the manufacturer or brand and glass type, quality, and nominal thickness.
2. Label in accordance with NFRC label requirements.
3. Temporary labels are to remain intact until the glass and plastic material is approved by the
Contracting Officer Representative (COR).
B. Permanent labels:
1. Locate in the corner for each pane.
2. Label in accordance with ANSI Z97.1 and SGCC label requirements.
a. Tempered glass.
b. Laminated glass or have a certificate for panes without a permanent label.
c. Organic-coated glass.
3. Fire-rated glazing assemblies: Mark in accordance with IBC.
08 80 00 - 2
1.4 PERFORMANCE REQUIREMENTS
A. General: Design a glazing system consistent with guidance and practices presented in the GANA
Glazing Manual, GANA Laminated Glazing Manual, and GANA Sealant Manual, as applicable to the project. Installed glazing is to withstand applied loads, thermal stresses, thermal movements, building movements, permitted tolerances, and combinations of these conditions without failure, including loss or glass breakage attributable to defective manufacture, fabrication, or installation;
failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials;
unsafe engagement of the framing system; deflections beyond specified limits; or other defects in construction.
B. Glazing Unit Design: Design glass, including engineering analysis, meeting requirements of authorities having jurisdiction. Thicknesses listed are minimum. Coordinate thicknesses with framing system manufacturers.
1. Design glass in accordance with ASTM E1300, and for conditions beyond the scope of ASTM
E1300, by a properly substantiated structural analysis.
2. Maximum Lateral Deflection: For glass supported on all four edges, limit center-of-glass deflection at design wind pressure to not more than the structural capacity of the glazing unit, the threshold at which frame engagement is no longer safely assured, 1/100 times the short-side length, whichever is less.
1.5 SUBMITTALS
A. In accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. Sustainable Design Submittals, as described below:
1. Volatile organic compounds per volume as specified in PART 2 - PRODUCTS.
C. Manufacturer's Certificates:
1. Certificate stating that fire-protection and fire-resistive glazing units meet code requirements for fire-resistance-rated assembly and applicable safety glazing requirements.
2. Certificate on solar heat gain coefficient when the value is specified.
3. Certificate on "R" value when value is specified.
4. Certificate test reports confirming compliance with the specified bullet-resistant rating.
5. Certificate that blast-resistant glass meets the specified requirements.
D. Manufacturer Warranty.
E. Manufacturer's Literature and Data:
1. Glass, each kind required.
2. Elastic compound for metal sash glazing.
3. Glazing cushion.
4. Sealing compound.
F. Samples:
08 80 00 - 3
1. Size: 305 mm by 305 mm (12 inches by 12 inches).
G. Preconstruction Adhesion and Compatibility Test Report: Submit glazing sealant manufacturer’s test report indicating glazing sealants were tested for adhesion to glass and glazing channel substrates and for compatibility with glass and other glazing materials.
1.6 DELIVERY, STORAGE AND HANDLING
A. Delivery: Schedule delivery to coincide with glazing schedules so minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage.
B. Storage: Store cases according to printed instructions on case, in areas least subject to traffic or falling objects. Keep the storage area clean and dry.
C. Handling: Unpack cases following the printed instructions on the case. Stack individual windows on edge, leaned slightly against upright supports with separators between each.
D. Protect laminated security glazing units against face and edge damage during entire sequence of fabrication, handling, and delivery to the installation location. Provide protective covering on exposed faces of glazing plastics, and mark inside as "INTERIOR FACE" or "PROTECTED
FACE":
1. Treat security glazing as fragile merchandise and packaged and shipped in export wood cases with the width end in an upright position and blocked together in a mass. Storage and handling to comply with the manufacturer's directions and as required to prevent edge damage or other damage to glazing resulting from the effects of moisture, condensation, temperature changes, direct exposure to sun, other environmental conditions, and contact with chemical solvents.
2. Protect sealed-air-space insulating glazing units from exposure to abnormal pressure changes, as could result from substantial changes in altitude during delivery by air freight.
Provide temporary breather tubes which do not nullify applicable warranties on hermetic seals.
3. Temporary protections: The glass front and polycarbonate back of glazing are to be temporarily protected with compatible, peelable, heat-resistant film which will be peeled for inspections and reapplied and finally removed after doors and windows are installed at the destination. Since many adhesives will attack polycarbonate, the film used on exposed polycarbonate surfaces is to be approved and applied by the manufacturer.
4. Edge protection: To cushion and protect glass-clad, and polycarbonate edges from contamination or foreign matter, the four (4) edges are to be sealed the depth of glazing with continuous standard-thickness thermoplastic rubber tape. Alternatively, continuous channel-shaped extrusion of thermoplastic rubber are to be used, with flanges extending into the face sides of glazing.
5. Protect "Constant Temperature" units including every unit where glass sheet is directly laminated to or directly sealed with metal-tube type spacer bar to polycarbonate sheet, from
08 80 00 - 4 exposures to ambient temperatures outside the range of 16 to 24 degrees C (60 to 75 degrees F), during the fabricating, handling, shipping, storing, installation, and subsequent protection of glazing.
1.7 PROJECT CONDITIONS:
A. Field Measurements: Field measure openings before ordering tempered glass products to assure for proper fit of field measured products.
1.8 WARRANTY
A. Construction Warranty: Comply with the FAR clause 52.246-21 “Warranty of Construction”.
B. Manufacturer Warranty: Manufacturer shall warranty their glazing from the date of installation and final acceptance by the Government as follows. Submit manufacturer's warranty.
1.9 APPLICABLE PUBLICATIONS:
A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only.
B. American Architectural Manufacturers Association (AAMA):
800 ............................................. Test Methods for Sealants
810.1-77 ..................................... Expanded Cellular Glazing Tape
C. American National Standards Institute (ANSI):
Z97.1-14 ..................................... Safety Glazing Material Used in Building - Safety Performance
Specifications and Methods of Test
D. American Society of Civil Engineers (ASCE):
7-10 ............................................ Wind Load Provisions
E. ASTM International (ASTM):
C542-05(2017) ........................... Lock-Strip Gaskets
C716-06(2020) ........................... Installing Lock-Strip Gaskets and Infill Glazing Materials
C794-18 ..................................... Adhesion-in-Peel of Elastomeric Joint Sealants
C864-05(2019) ........................... Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers
C920-18 ..................................... Elastomeric Joint Sealants
C964-20 ..................................... Standard Guide for Lock-Strip Gasket Glazing
C1036-16 ................................... Flat Glass
C1048-18 ................................... Heat-Treated Flat Glass-Kind HS, Kind FT Coated and Uncoated
Glass.
C1172-19 ................................... Laminated Architectural Flat Glass
C1349-17 ................................... Standard Specification for Architectural Flat Glass Clad
Polycarbonate
C1376-15 ................................... Pyrolytic and Vacuum Deposition Coatings on Flat Glass
08 80 00 - 5
D635-18 ..................................... Rate of Burning and/or Extent and Time of Burning of Self-
Supporting Plastic in a Horizontal Position
D4802-16 ................................... Poly (Methyl Methacrylate) Acrylic Plastic Sheet
E84-20 ........................................ Surface Burning Characteristics of Building Materials
E119-20 ...................................... Standard Test Methods for Fire Test of Building Construction and Material
E1300-16 .................................... Load Resistance of Glass in Buildings
E1886-19 .................................... Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials
E1996-17 .................................... Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes
E2141-14 .................................... Test Methods for Assessing the Durability of Absorptive
Electrochromic Coatings on Sealed Insulating Glass Units
E2190-19 .................................... Insulating Glass Unit
E2240-06 .................................... Test Method for Assessing the Current-Voltage Cycling Stability at 90 Degree C (194 Degree F) of Absorptive Electrochromic
Coatings on Sealed Insulating Glass Units
E2241-06 .................................... Test Method for Assessing the Current-Voltage Cycling Stability at Room Temperature of Absorptive Electrochromic Coatings on
Sealed Insulating Glass Units
E2354-10 .................................... Assessing the Durability of Absorptive Electrochromic Coatings within Sealed Insulating Glass Units
E2355-10 .................................... Test Method for Measuring the Visible Light Transmission
Uniformity of an Absorptive Electrochromic Coating on a Glazing
Surface
F1233-08(2019) ......................... Standard Test Method for Security Glazing Materials and
Systems
F1642/F1642M-17 ...................... Test Method for Glazing and Glazing Systems Subject to Airblast
Loadings
F. Code of Federal Regulations (CFR):
16 CFR 1201-10 ......................... Safety Standard for Architectural Glazing Materials
G. Glass Association of North America (GANA):
2010 Edition ............................... GANA Glazing Manual
2008 Edition ............................... GANA Sealant Manual
2009 Edition ............................... GANA Laminated Glazing Reference Manual
08 80 00 - 6
2010 Edition ............................... GANA Protective Glazing Reference Manual
H. International Code Council (ICC):
IBC ............................................. International Building Code
I. Insulating Glass Certification Council (IGCC)
J. Insulating Glass Manufacturer Alliance (IGMA):
TB-3001-13 ................................ Guidelines for Sloped Glazing
TM-3000 ..................................... North American Glazing Guidelines for Sealed Insulating Glass
Units for Commercial and Residential Use
K. Intertek Testing Services – Warnock Hersey (ITS-WHI)
L. National Fire Protection Association (NFPA):
80-16 .......................................... Fire Doors and Windows
252-12 ........................................ Fire Tests of Door Assemblies
257-12 ........................................ Standard on Fire Test for Window and Glass Block Assemblies
M. National Fenestration Rating Council (NFRC)
N. Safety Glazing Certification Council (SGCC) 2012:
Certified Products Directory (Issued Semi-Annually).
O. Underwriters Laboratories, Inc. (UL):
9-08(R2009) ............................... Fire Tests of Window Assemblies
263-14 ........................................ Fire Tests of Building Construction and Materials
752-11 ........................................ Bullet-Resisting Equipment.
P. Department of Veterans Affairs:
Q. Physical Security Design Manual for VA Mission Critical Protected Facilities January 2015
R. Architectural Design Manual for VA Facilities (VASDM)
S. Environmental Protection Agency (EPA):
40 CFR 59(2014) ....................... National Volatile Organic Compound Emission Standards for
Consumer and Commercial Products
PART 2 - PRODUCT
2.1 GLASS
A. Provide minimum thickness stated and as additionally required, to meet performance requirements.
1. Provide a minimum of 6 mm (1/4 inch) thick glass units unless otherwise indicated.
B. Obtain glass units from a single source from a single manufacturer for each glass type.
C. Clear Glass:
1. ASTM C1036, Type I, Class 1, Quality q3.
08 80 00 - 7
2.2 HEAT-TREATED GLASS
A. Clear Tempered Glass:
1. ASTM C1048, Kind FT, Condition A, Type I, Class 1, Quality q3.
2.3 FIRE PROTECTION AND FIRE RESISTANCE GLAZING
A. Fire-Protection-Rated Glazing: Glazing units tested for use in fire door assemblies or fire windows, UL, ITS-WHI or equivalent listed and labeled by testing agency in accordance with IBC, for fire-protection ratings as indicated on construction documents, based upon positive-pressure testing per NFPA 257 or UL 9, and complying with NFPA 80.
B. Hose-Stream Test: Units must comply, except units having fire-protection rating of 20 minutes.
C. Temperature Rise Limitation: Units over 0.065 square meter (100 square inch) must comply with
232 deg. C (450 degrees F) limitation.
D. Labeling: Permanently label fire-protection-rated glazing units in accordance with IBC.
E. Safety Glazing: Comply with 16 CFR 1201, Category II.
F. Fire-Protection-Rated Tempered Glass: For 45-minute fire-protection-rated door assemblies, of thickness scheduled.
G. Fire-Protection-Rated Laminated Ceramic Glazing: Units made from two lites of clear, ceramic glass, 8 mm (5/16 inch) total thickness, for rating scheduled.
H. Fire-Protection-Rated Laminated Glass with Intumescent Interlayers: Units made from multiple lites of uncoated, ultra-clear (low-iron) float glass, in intumescent interlayers, of thickness and rating scheduled.
I. Fire-Resistance-Rated Glazing: Glazing units tested for use in fire wall assemblies, UL, ITS-WHI or equivalent listed and labeled by testing agency in accordance with IBC for fire-resistance ratings of wall assemblies as indicated on construction documents, based upon testing according to NFPA 252 and ASTM E119 or UL 263.
J. Labeling: Permanently label fire-resistance-rated glazing units in accordance with IBC.
K. Safety Glazing: Comply with 16 CFR 1201, Category II.
2.4 SWITCHABLE PRIVACY GLASS
A. Laminated glass assembly for clear glass panes with polyvinyl butyral film (PVB) 0.76 mm (0.030 inch) (minimum) thick film on each side of polymer dispersed liquid crystal film (PDLC) core having electrical connections:
1. With voltage PDLC core becomes transparent.
2. Without voltage PDLC core becomes translucent.
B. Electric Connections:
1. Locate steel channel cap on one panel edges, integrally connected to glass panel.
2. Integrally connect flexible steel conduit, not less than 1800 mm (6 feet long), to steel channel cap. Provide threaded end fitting at free end.
08 80 00 - 8
3. Integrally connect type TFFN or THHN number 18 AWG minimum size to panel with not less than 150 mm (6 inches) extending beyond flexible conduct end.
C. Power Conditioner:
1. Designed to provide square wave electrical power to discharge the PDLC film, suppress voltage surges and transients, reduces in rush current, and discharge the PDLC film.
2. Operate from 120-volt AC, 60 Hz input.
D. Provide switchable privacy glass assembly listed by UL in Building Materials Directory or other approved U.S. testing laboratory bearing permanent mark of approval.
E. Switchable privacy glass:
1. Both panes ASTM C1048, Kind HS, Condition A, Type I, Class 1, Quality q3, 4.8 mm (3/16 inch) thick.
2. Size as indicated on drawings.
3. Thickness: 6 mm (1/4 inch).
2.5 GLAZING ACCESSORIES
A. As required to supplement the accessories provided with the items to be glazed and to provide a complete installation. Ferrous metal accessories exposed in the finished work are to have a finish that will not corrode or stain while in service. Fire rated glazing to be installed with glazing accessories in accordance with the manufacturer’s installation instructions.
B. Setting Blocks: ASTM C864:
1. Silicone type.
2. Channel shape; having 6 mm (1/4 inch) internal depth.
3. Shore A hardness of 80 to 90 Durometer.
4. Block lengths: 50 mm (2 inches) except 100 to 150 mm (4 to 6 inches) for insulating glass.
5. Block width: Approximately 1.6 mm (1/16 inch) less than the full width of the rabbet.
6. Block thickness: Minimum 4.8 mm (3/16 inch). Thickness sized for rabbet depth as required.
C. Spacers: ASTM C864:
1. Channel shape having a 6 mm (1/4 inch) internal depth.
2. Flanges not less 2.4 mm (3/32 inch) thick and web 3 mm (1/8 inch) thick.
3. Lengths: 25 to 76 mm (1 to 3 inches).
4. Shore A hardness of 40 to 50 Durometer.
D. Glazing Tapes:
1. Semi-solid polymeric based closed cell material exhibiting pressure-sensitive adhesion and withstanding exposure to sunlight, moisture, heat, cold, and aging.
2. Shape, size and degree of softness and strength suitable for use in glazing applications to prevent water infiltration.
3. Complying with AAMA 800 for the following types:
a. AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant.
08 80 00 - 9
b. AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant.
E. Spring Steel Spacer: Galvanized steel wire or strip designed to position glazing in a channel or rabbeted sash with stops.
F. Glazing Gaskets: ASTM C864:
1. Firm dense wedge shape for locking in the sash.
2. Soft, closed cell with locking key for sash key.
3. Flanges may terminate above the glazing-beads or terminate flush with the top of the beads.
G. Lock-Strip Glazing Gaskets: ASTM C542, shape, size, and mounting as indicated.
H. Glazing Sealants: ASTM C920, silicone neutral cure:
1. Type S.
2. Class 25 or 50 as recommended by the manufacturer for application.
3. Grade NS.
4. Shore A hardness of 25 to 30 Durometer.
5. VOC Content: For sealants used inside the weatherproofing system, not more than 250 g/L or less when calculating according to 40 CFR 59, (EPA Method 24).
I. Neoprene, EPDM, or Vinyl Glazing Gasket: ASTM C864.
1. Channel shape; flanges may terminate above the glazing channel or flush with the top of the channel.
2. Designed for dry glazing.
J. Color:
1. Color of glazing compounds, gaskets, and sealants used for aluminum color frames to match color of the finished aluminum and be nonstaining.
2. Color of other glazing compounds, gaskets, and sealants which will be exposed in the finished work and unpainted are to be black, gray, or neutral color.
K. Smoke Removal Unit Targets: Adhesive targets affixed to glass to identify glass units intended for removal for smoke control. Comply with requirements of local Fire Department.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions:
1. Examine openings for glass and glazing units; determine they are proper size; plumb; square;
and level before installation is started.
2. Verify that glazing openings conform with details, dimensions and tolerances indicated on manufacturer is approved shop drawings.
08 80 00 - 10
B. Review for conditions which may adversely affect glass and glazing unit installation, prior to commencement of installation. Do not proceed with installation until unsatisfactory conditions have been corrected.
C. Verify that wash down of adjacent masonry is completed prior to erection of glass and glazing units.
3.2 PREPARATION
A. For sealant glazing, prepare glazing surfaces in accordance with GANA Sealant Manual.
B. Determine glazing unit size and edge clearances by measuring the actual unit to receive the glazing.
C. Shop fabricate and cut glass with smooth, straight edges of full size required by openings to provide GANA recommended edge clearances.
D. Verify that the components used are compatible.
E. Clean and dry glazing surfaces.
F. Prime surfaces scheduled to receive sealants, as determined by preconstruction sealant-substrate testing.
3.3 INSTALLATION – GENERAL
A. Install in accordance with GANA Glazing Manual, GANA Sealant Manual, IGMA TB-3001, and
IGMA TM-3000 unless specified otherwise.
B. Glaze in accordance with recommendations of glazing and framing manufacturers, and as required to meet the Performance Test Requirements specified in other applicable sections of specifications.
C. Set glazing without bending, twisting, or forcing of units.
D. Do not allow glass to rest on or contact any framing member.
E. Glaze doors and operable sash, in a securely fixed or closed and locked position, until sealant, glazing compound, or putty has thoroughly set.
3.4 INSTALLATION - INTERIOR WET/DRY METHOD (TAPE AND SEALANT)
A. Cut glazing tape to length and install against permanent stops, projecting 1.6 mm (1/16 inch) above sight line.
B. Place setting blocks at 1/3 points with edge block no more than 150 mm (6 inches) from corners.
C. Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of pane or unit.
D. Install removable stops, spacer shims inserted between glazing and applied stops at 600 mm (24 inch) intervals, 6 mm (1/4 inch) below sight line.
E. Fill gaps between pane and applied stop with sealant to depth equal to bite on glazing, to uniform and level line. Sealant type is to be compatible with glazing tape.
F. Trim protruding tape edge.
08 80 00 - 11
3.5 REPLACEMENT AND CLEANING
A. Clean new glass surfaces, removing temporary labels, paint spots, and defacement after approval by COR.
B. Replace cracked, broken, and imperfect glass, or glass which has been installed improperly.
C. Leave glass, putty, and other setting material in clean, whole, and acceptable condition.
3.6 PROTECTION
A. Protect finished surfaces from damage during erection and after completion of work. Strippable plastic coatings on colored anodized finish are not acceptable.
3.7 MONOLITHIC GLASS SCHEDULE
A. Glass Type G-1: Clear fully tempered float glass.
1. Unit Thickness: 6 mm (0.23 inch).
2. Safety glazing label required.
3. Application: Interior door, borrowed lite & interior windows.
3.8 MONOLITHIC GLASS SCHEDULE
A. Glass Type G-2: Frosted privacy fully tempered float glass.
1. Unit Thickness: 6 mm (0.23 inch).
2. Safety glazing label required.
3. Application: Interior door, borrowed lite & interior windows.
3.9 FIRE-PROTECTIVE AND FIRE-RESISTANCE GLAZING SCHEDULE
A. Glass Type G-3: Fire--rated tempered glass.
B. Thickness: 6 mm (0.23 inch).
C. Rating: 45 minutes.
D. Application: Fire-protection-rated door assemblies with openings not over 0.65 square meter (100 square inch).
- - - E N D - - -
Renovate IR Cath Lab RADIATION PROTECTION
13 49 00 - 1
SECTION 13 49 00
RADIATION PROTECTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Radiation protection with lead materials and lead lined products where indicated on drawings.
1.2 RELATED WORK
A. Section 08 11 13, HOLLOW METAL DOORS AND FRAMES: Steel door frames and Installation of Doors.
B. Section 08 14 00, INTERIOR WOOD DOORS: Wood Veneer Finish for Doors and Installation of
Doors.
C. Section 08 71 00, DOOR HARDWARE: Hardware and installation for Doors.
D. Section 09 06 00, SCHEDULE FOR FINISHES: Wood Veneer Finish for Doors.
E. Section 09 29 00, GYPSUM BOARD: Joint treatment of Lead-Lined Gypsum Board.
1.3 APPLICABLE PUBLICATIONS
A. Comply with references to extent specified in this section.
B. ASTM International (ASTM):
A240/A240M-20 ......................... Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications.
C90-16a ..................................... Loadbearing Concrete Masonry Units.
C1002-18 ................................... Steel Self-Piercing Tapping Screws for Application of Gypsum
Panel Products or Metal Plaster Bases to Wood Studs or Steel
Studs.
C1396/C1396M-17 ..................... Gypsum Board.
D1187/D1187M-97(2018) .......... Asphalt-Base Emulsions for Use as Protective Coatings for
Metal.
C. Federal Specifications (Fed. Spec.):
QQ-L-201F(2)-65 ....................... Lead Sheet.
D. National Council on Radiation Protection & Measurements (NCRP):
Report No. 102-89 ...................... Medical X-Ray, Electron Beam and Gamma-Ray Protection for
Energies Up to 50 MeV (Equipment Design, Performance and
Use).
Report No. 147-04 ...................... Structural Shielding Design for Medical X-Ray Imaging Facilities.
E. National Institute of Standards and Technology (NIST):
PS 1-09 ...................................... Structural Plywood.
1.4 PREINSTALLATION MEETINGS
A. Conduct preinstallation meeting minimum 30 days before beginning Work of this section.
13 49 00 - 2
1. Required Participants:
a. Contracting Officer's Representative.
b. Contractor.
c. Installer.
1.5 SUBMITTALS
A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. Submittal Drawings:
1. Show size, configuration, fabrication, and installation details.
2. Show the type, location, and thickness of radiation protection.
C. Manufacturer's Literature and Data:
1. Description of each product.
2. Installation instructions.
3. Warranty.
D. Samples:
1. Gypsum Lath and Gypsum Wallboard: 300 mm (12 inches) square.
2. Bottom corner section of lead lined door: 300 mm (12 inches) square showing bottom and side edge strips.
E. Sustainable Construction Submittals:
1. Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.
2. Low Pollutant-Emitting Materials:
a. Show volatile organic compound types and quantities.
F. Test Reports: Certify each product complies with specifications.
1. Lead control windows.
2. Lead-lined wood doors.
3. Hardware.
4. Lead-lined door frames.
5. Thresholds.
G. Qualifications: Substantiate qualifications comply with specifications.
1. Manufacturer.
H. Delegated Design Drawings and Calculations: Signed and sealed by a responsible design professional.
I. Operation and Maintenance Data:
1. Care instructions for each exposed finish product.
2. Start-up, maintenance, troubleshooting, emergency, and shut-down instructions for each operational product.
13 49 00 - 3
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications:
1. Regularly manufactures specified products.
2. Manufactured specified products with satisfactory service on five similar installations for minimum five years.
3. Approval by Contracting Officer is required for product or service of proposed manufacturer and suppliers, and will be based upon submission by Contractor of certification that:
4. Manufacturer regularly and presently manufactures lead radiation shielding as specified as one of its principal products.
1.7 WARRANTY
A. Construction Warranty: FAR clause 52.246-21, "Warranty of Construction."
B. Manufacturer's Warranty: Warrant lead-lined doors against material and manufacturing defects.
1. Defects Include: Warp or twist exceeding 6 mm (1/4 inch) in any face dimension of door
(including full diagonal), measured minimum six months after doors have been hung and finished.
2. Warranty Period: Two years.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Lead Sheet: Fed. Spec. QQ-L-201, Grade C, thickness as indicated on drawings.
B. Lead Lined Gypsum Wallboard:
1. Gypsum Wallboard: ASTM C1396/C1396M, Type X, 16 mm (5/8 inch) thick.
2. Factory bond sheet lead to one side of wallboard.
3. Apply sheet lead in thicknesses shown, unpierced and in one piece.
C. Stainless Steel: ASTM A240/A240M, Type 304.
D. Lead Lined Thresholds:
1. Stainless steel thresholds over lead lining as detailed.
E. Fasteners:
1. Cadmium or chromium plated steel screws for securing lead louvers.
2. Standard Steel Drill Screws: ASTM C1002, with lead washers for application of lead lined sheet materials to metal studs.
3. Nails:
a. Use barbed lead head nails for application of lead lined materials to wood furring strips.
b. Length: Sufficient to penetrate furring strips minimum 25 mm (1 inch).
c. Cast-Lead Head Thickness: Equal protection of penetrated lead shielding.
F. Lead Discs Thickness: Equal protection of fastener penetrated lead shielding, diameter 25 mm
(1 inch) larger than fastener.
13 49 00 - 4
2.2 PRODUCTS - GENERAL
A. Basis of Design: X-Ray Protection Products, Ray-Bar Engineering Corp. or equal.
1. Glass Type G-4: X-ray lead-lined clear glass
2. Glass Type G-5: Electronically Switchable X-ray privacy lead-lined glass
B. Sustainable Construction Requirements:
1. Low Pollutant-Emitting Materials: Materials: Comply with VOC limits specified in Section
01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS for the following products:
a. Non-Flooring Adhesives and Sealants.
C. Radiation Shielding Products: Conform to applicable requirements of NCRP Report No. 147 and
NCRP Report No. 102.
D. General: Provide lead lining for items occurring within partitions matching radiation protection equivalent to adjacent partitions including:
1. Doors and door frames, and related glazing.
2. Lead control windows.
E. Lead Glass: Clear, thickness as required for equivalent lead protection.
F. Lead Control Windows: Cast lead, rigid, single unit type without joints, with or without voice passage as shown and with lead stop beads and lead glass.
G. Signs: As scheduled in this section.
1. Heavy white paper or cardboard.
2. Height of lettering and number minimum 3 mm (1/8 inch).
3. Fill in blank spaces on signs with millimeter thickness of lead as installed and total mm thickness of lead equivalent (determined by VA Physicist) and height of radiation protection above finished floor where required.
4. Provide manufacturer's standard stainless-steel frame with clear acrylic plastic cover, 3 mm
(1/8 inch) thick over sign, to hold card size 100 mm by 150 mm (4 inches by 6 inches).
H. Lead Lined Wood Doors:
1. Refer to Section 08 14 00, INTERIOR WOOD DOORS, for quality standards, finishing, installation and related requirements.
2. Flush veneered construction.
3. Construct doors of two separate solid wood cores with a single sheet of lead lining through center.
4. Construct doors with filler strips, crossbanding, face veneers and hardwood edge strips, bonded under heavy pressure.
5. Extend sheet lead lining to door edges.
6. Fasten wood cores together with countersunk steel bolts through lead with bolt heads and nuts covered with poured lead, or with poured lead dowels.
13 49 00 - 5
7. Locate bolts or dowels 38 mm (1-1/2 inches) from door edges, and maximum 200 mm
(8 inches) on center in both directions over door area.
8. Finish face of dowels and lead covering of bolt heads and nuts flush with wood cores.
9. Edge Strips:
a. Same species of wood as face veneer.
b. Minimum 38 mm (1-1/2 inches) at top edge and 63 mm (2-1/2 inches) at bottom edge.
c. Glue strips to cores before face veneer is applied.
d. Extend vertical edge strips full height of door and bevel 3 mm (1/8 inch) for each 50 mm
(2 inches) of door thickness.
e. Coat top and bottom edges of doors to receive transparent finish two coats of water-resistant sealer before shipment.
f. For door to Deep Therapy, provide lead strip on all four edges of door.
10. Crossbanding of Hardwood:
a. 2 mm (0.08 inch) thick minimum with minimum of 1 mm (0.04 inch) thick face veneer, after sanding.
11. Face Veneers and Finish: Refer to Section 08 14 00, INTERIOR WOOD DOORS.
12. Secure glass panels with hardwood stops of same species as face veneer. Glue stops to doors on corridor side and fasten with countersunk oval head screws on room side. Finish edge of stop flush with face veneer.
13. Clearance between Doors and Frames and Floors:
a. Jambs and Heads: A maximum 3 mm (1/8 inch) clearance.
b. Bottom of door to finish floor: Maximum 19 mm (3/4 inch) clearance.
I. Hardware:
1. Hardware for doors is specified in Section 08 71 00, DOOR HARDWARE.
2. Stagger bolts to door pulls on plates which penetrate lead lining relative to opposite plate and recess on side of door opposite pull.
3. Provide lead plugs or discs over recessed nut ends of bolts, unless otherwise shown.
4. Countersink nut ends of bolts for surface applied hinges, door closures, and automatic door operators, and covered with lead-lined 1.5 mm (0.06 inch) stainless steel pans.
5. Provide round head screws with dull chromium-plated finish to secure stainless-steel pans.
6. Provide mortises for flush bolts, floor hinge arms, and top pivots with sheet lead on both sides. Enclose floor boxes of floor hinges with sheet lead at sides and bottom.
7. Recess lock and latch cases at mill and line with lead butted tightly to lead in door.
8. Protection and installation of doors and hardware as specified in Section, 08 11 13, HOLLOW
METAL DOORS AND FRAMES, 08 14 00, INTERIOR WOOD DOORS, 08 71 00, DOOR
HARDWARE.
J. Lead Lining of Frames:
13 49 00 - 6
1. Line or cover steel frames, stops for doors, and corner type control windows with sheet lead with sheet lead free of waves, lumps and wrinkles with as few joints as possible.
2. Fabricate joints in sheet lead to obtain radiation protection equivalent to adjacent sheet lead.
Finish joints smooth and neat.
3. Structural steel frames and metal door frames for lead lined doors are specified in Section
05 50 00, METAL FABRICATIONS and Section 08 11 13, HOLLOW METAL DOORS AND
FRAMES respectively.
K. Thresholds:
1. Fit thresholds around cover plates of floor hinges. Enclose box of floor hinge with lead lining.
2. Provide stainless steel expansion bolt fasteners as indicated on drawings.
2.3 ACCESSORIES
A. Asphalt Emulsion: ASTM D1187/D1187M.
PART 3 - EXECUTION
3.1 PREPARATION
A. Examine and verify substrate suitability for product installation.
1. same partitions.
3.2 INSTALLATION OF LEAD LINED GYPSUM WALLBOARD PANELS
A. Apply lead-lined gypsum wallboard to metal studs as indicated on drawings.
B. Predrill or drill pilot holes for nails or screws necessary to prevent deforming fastener and lead shielding and to prevent distorting wallboard.
C. Apply wallboard vertically with lead linings placed next to supports.
D. Install sheet lead strips behind joints in same thickness used for wallboard.
1. Lead Strips: 45 mm (1-3/4 inches) wide.
2. Lead Angles at Corners: 45 mm by 45 mm (1-3/4 by 1-3/4 inch).
3. Secure the lead strips to supports at outer edges of strips.
E. Wallboard:
1. Fasten to supports using nails, screws, and lead washers or discs at maximum 250 mm
(10 inches) on centers.
2. Make provisions for connection with lead-lined door frames and for cutouts for vision panels.
3. Joint treatment of lead-lined gypsum board panels and fastening depressions as specified in
Section 09 29 00, GYPSUM BOARD.
3.3 INSTALLATION OF SUPPLEMENTAL LEAD SHIELDING
A. Line or cover penetrations of wall lead, pipe chases, columns fasteners and other interruptions with sheet lead.
1. Install sheet lead free of waves, lumps and wrinkles and with as few joints as possible.
2. Joints in sheet lead to provide radiation protection equivalent to adjacent sheet lead.
3. Finish joints smooth and neat.
13 49 00 - 7
B. Where plaster finish is required over columns or other vertical surfaces covered with sheet lead, drive bolts or other fasteners securing the sheet lead to backing surface halfway, and wrap
1.0 mm (0.04 inch) diameter stainless steel tie wire around fasteners.
1. Provide sufficient lengths on both ends of wire ties so nail or screw when fully driven, completes fastening of metal lath.
2. Locate fasteners maximum 400 mm (16 inches) on center both ways.
3. Cover heads with lead strips or discs if washers are not used.
C. Provide lead shielding for spaces around outlet boxes, junction boxes, film illuminators, and pipes, to achieve radiation protection equaling radiation protection specified for adjacent wall surface.
3.4 FIELD QUALITY CONTROL
A. Field Tests: Performed by testing laboratory specified in Section 01 45 29, TESTING
LABORATORY SERVICES.
1. Lead radiation shielding will be tested after radiation producing equipment is installed.
2. Additional testing required due to correction and replacement of defective work will be done by the Government at Contractor's expense.
3.5 SIGNAGE SCHEDULE
A. Install signs on each wall of each room, maximum 300 mm (12 inches) above accessible ceilings, centered along length of each wall.
1. Space signs maximum 6000 mm (20 feet) on center.
2. Fasten signs with screws at each corner of sign.
B. Procedures Room Protected with sheet lead and lettered as follows:
SURFACES OF THIS ROOM HAVE BEEN PROTECTED WITH SHEET LEAD OF THE
FOLLOWING THICKNESS TO A HEIGHT OF 2100 mm (7 feet) ABOVE FLOOR SLAB:
COMPONENT TOTAL LEAD
LEAD THICKNESS EQUIVALENT
PROTECTION
DOORS & FRAME 1/16 inches 1.5875 mm
PARTITIONS 1/16 inches 1.5875 mm
3.6 SHIELDING CALCULATIONS
A. The following report was completed by VA contracted Physicist.
13 49 00 - 8
LBT Radiation Physics Consulting Ltd Phillip W Patton, PhD CHP DABR DABSNM
VA Medical Center WPB
7305 N. Military Trail
West Palm Beach, Florida 33410
Shielding Calculations for New OR Hybrid 2B-237
May 1, 2025
LBT Radiation Physics Consulting, Ltd.
2608 Morning Cloud Lane
Las Vegas, NV 89142
702-336-3004
Phillip W Patton, PhD, CHP, DABR DABSNM
Diagnostic Medical Physicist
13 49 00 - 9
This report is to document the shielding required for new OR Hybrid 2B-237 room being installed at the West Palm VA Medical Center The calculations were conducted assuming the facility will treat 200 patients per week in the x-ray room. The X-ray shielding calculations were performed using NCRP 147.
Figure 1: OR Hybrid 2B-237 Layout
13 49 00 - 10
- - - E N D - - -
Summary of Shielding Requirements Barrier Type Recommended Shielding
Floor Unrestricted No additional shielding required.
A-B Control Room Wall & Doors Restricted Recommend 1/16” lead shielding.
B-C Transition Area Wall Unrestricted Recommend 1/16” lead shielding.
C-D Adjacent Room Wall Unrestricted Recommend 1/16” lead shielding.
D-E Outside Wall Unrestricted No additional shielding required.
E-F Sterile Room Wall Unrestricted Recommend 1/32” lead shielding.
F-A Semi-restricted Wall & Door Unrestricted Recommend 1/32” lead shielding.
Ceiling Unrestricted No additional shielding required.
In general, calculated shielding is often overestimated due to assumptions on workload, use factors, and occupancy factors. I have attempted to provide more realistic factors based on information from the facility and modified occupancy estimates. The workload is set high enough to allow for minor increases without requiring further shielding.
All lead sheeting should extend to a height of at least 7 feet above floor level. Nail heads do not need to be overlapped. Overlying drywall seams should be offset and great care should be exercised in taping and plastering seams. No gaps in drywall are acceptable. If you have any questions, please contact me at (702) 336-3004.
Sincerely Yours, Phillip W Patton, PhD DABR CHP DABSNM
Diagnostic Medical Physicist
LBT Radiation Physics Consulting
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
6"
S1.0
4 7/8"
9.219.21
9.02
9.80
7.82
7.82
STRUCTURE ABOVE
11'-0 1/2" F.V.
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
Le ad
L in in g
7' -0
" 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
Le ad
L in in g
7' -0
" 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
Le ad
L in in g
7' -0
" 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
Le ad
L in in g
7' -0
" 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"
Le ad
L in in g
7' -0
" 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
Le ad
L in in g
7' -0
" 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
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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
PhaseARCHITECT/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
4/
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:2 4:
P
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 Revisions Date 1 Addendum 01 04/27/2026
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"
- 1
4'
1/
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"
- 1
4'
1/
8" 4'
/8
/8
/8
6' -0
7' - 6"
6' - 9 3/4"
5'
/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
2'
6"
AE602
AE602
S1.0-FL
S2.0
S1.1-L
S3.1-L
EQ
EQ
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
AI
AI
AI401
AI401
EQPT.
ALCOVE
2B-238A
AI401
AI
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
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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
PhaseARCHITECT/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
4/
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P
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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 Revisions Date
X
X
X
Toilet Accessory
Equipment
Signage
Keynote
Material Finish
SYMBOL LEGEND
4'
2' - 3"2' - 3"2' - 3"
PL-1
EP-1
C3 C3 C3B C
D
RES-1
RWP-1
RB-1
5' - 0"
C O
O R
D
IN
AT
E
SH
EL
F H
T.
W
/ M
FR
4'
6"
A
HR-1
CR-1
CG-1
EP-1EP-1
RWP-1
RES-1
E 4'
0"
A F
RWP-1
15 1515 15 15
RES-1
EP-1
2' - 6" 2' - 5" 2' - 5" 2' - 5"
C2 C2 C2
PL-1
RES-1
P-2 1/2" 9" 1/2"
9"
1/2"
9" 1/2"
RB-1
2'
6" 2'
0"
3'
0"
Filler2' - 9"2' - 9"2' - 9"2' - 9"Filler
SS-1
P-1
8' - 9 1/8" 2' - 7"
C1
12.08 RES-1
PL-1
P-1
W1 W1 W1 W1
P-1
SS-1
2' - 7" 11' - 11"
C1
12.08
237C
AB C
P-1
P-1
RES-1
F
E
2'
6"
To D is pe ns er
O pe ni ng
To O pe ra bl e
M ec ha ni sm
3'
6"
3'
6"
C B
Finish Floor
4'
6"
A
To O pe ra bl e
M ec ha ni sm
E
5'
4"
S T
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OF FLOR
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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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of…
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