P001U VOL II Part 3 - 5 Final.pdf

Maximo NO. 23985706

WORK ORDER NO. 1817027

Contract NO. N4008020D0018 / N4008024F4952 Installation Project No. BXUR233001 APPROPRIATION: 057 3300- Military Construction, Air Force

FINAL SUBMITTAL

P001U Hazardous Waste Storage Joint Base Anacostia Bolling, Washington, DC

PREPARED BY:

Wiley|Wilson/Burns&McDonnell JV

2850 Eisenhower Avenue Suite 200

Alexandria, VA 22314

Architectural: Jessica Somgynari, AIA Mechanical: Scott Little, PE Interior: Tammy Farral CID Electrical: Charlie Richardson, PE Civil: Steve Schad, PE Fire Protection: Joe Rainey, PE Connor Leslie, EIT Cost Engineer: Kevin Waters, PE Structural: Drew Augustin, PE Geotechnical: Katie Cox, PE

Submitted By: Steve Schad, PE Date: 15 DEC 2025 AE Project Manager

Project Manager: Marcell Kennedy Date: 15 DEC 2025

Approved By: Christine Rutkowski Date: 15 DEC 2025 Design Production Director

P001U Hazardous Waste Storage Contract No.: N4008020D0018 / N4008024F4952 Joint Base Anacostia Bolling, Washington, DC Work Order Number: 1817027

PART SIX - ATTACHMENTS - Page 1

PART SIX - ATTACHMENTS

General Requirements

P001U Hazardous Waste Storage

FY25

Category Code 442-257

Joint Base Anacostia Boiling Washington DC

01 December 2025

PART THREE - PROJECT PROGRAM - Page 2

THIS PAGE IS INTENTIONALLY LEFT BLANK

PART THREE - PROJECT PROGRAM - Page 3

TABLE OF CONTENTS

COVER PAGE

TABLE OF CONTENTS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

2.1. Mission Statement

2.2. Facility Function

2.3. Project Specific Priorities

2.4. Appropriate Design

2.5. Workflow Process

2.6. Special Design Challenges

2.7 Adaptability and Flexibility

3. SITE ANALYSIS

3.1 Existing Site Conditions

3.2 Site Development Requirements

4. BUILDING REQUIREMENTS

4.1 Space Tabulation

4.2 Space Relationships

4.3 Exterior Character

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS

A10 Foundations A20 Basement Construction B10 Superstructure B20 Exterior Closure B30 Roofing C10 Interior Construction C20 Stairs C30 Interior Finishes D10 Conveying Systems D20 Plumbing

D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment E20 Furnishings F10 Special Construction F20 Selective Building Demolition

PART THREE - PROJECT PROGRAM - Page 4

G10 Site Preparations G20 Site Improvements G30 Site Mechanical Utilities G40 Site Electrical Utilities H10 Waterfront Structures H20 Graving Drydocks H30 Coastal Protection H40 Navigation Dredging And Reclamation H50 Waterfront Utilities H60 Waterfront Demolition H70 Waterfront ATFP

Part 3 contains the project description, functional and performance requirements, scope items, and expected quality levels that exceed Part 4. Part 4 identifies design criteria, verification requirements, and performance and quality requirements of products. See "Order of Precedence" paragraph in Part 2 for relationships between all parts of this RFP.

PART 3 - CHAPTER 1 - Page 1

1.0 PROJECT DESCRIPTION

The scope of this project is to construct a Hazardous Waste Storage Facility at Joint Base Anacostia Bolling. The site is in the Northeast quadrant of the base. It is bounded by Boundary Road SW to the south, Building 425 and its parking lot to the west, DIA Access Road SW to the north and east, and Building 425 to the east. The facility is intended to be a 4800sf single-story building to be utilized for hazardous waste storage. It includes administrative office space, shower and restroom facilities, mechanical, electrical, telecom, and fire pump rooms, and functional training space that also serves as the break room.

The scope of work includes the exterior construction, interior finishes, Mechanical, Electrical, Plumbing, Telecommunications, and Fire Protection systems, and furniture systems.

The pre-engineered metal building’s exterior construction will comply with the Joint Base Anacostia Bolling (JBAB) Installation Facilities Standards (IFS). It will consist of steel framing with masonry veneer and pre-finished metal panels with continuous rigid insulation serving as the air barrier layer. A canopy will be constructed over the main entrance, and the loading dock will be covered to provide protection from the elements. The loading dock will be protected from fire via dry sprinklers supported from the building-wide wet pipe sprinkler system. A low profile, surface mounted dock scissor lift will enable deliveries from trucks with a range of bed heights.

All doors and frames, except for the vestibule, will be hollow metal, shop primed, and field painted.

The Vestibule will be constructed of an insulated low-e glazing and thermally broken aluminum storefront system. Vestibule doors are to be aluminum framed with an anodized finish. Exterior doors and frames are to be heavy-duty and meet ATFP requirements as needed. Door hardware will be commercial grade complying with ANSI/BHMA standards. Exterior window glazing will be pre-finished aluminum thermal break windows with low-e insulated glass where necessary to meet ASHRAE 90.1 - 2019 requirements or laminated glass.

The roof will be a standing seam metal system with continuous rigid insulation on metal deck over the pre-engineered metal framing. It will be designed in accordance with UFC 3-110-03 and is intended to have a minimum slope of 1 ½” per foot. Pre-finished metal gutters and downspouts must match roofing and trim, adhering to base standards.

The building interior will be divided into an administrative area and a hazardous storage area.

These areas will be separated by a 2-hour fire-rated concrete masonry partition. A wet pipe sprinkler system will extend throughout the interior to provide protection from fire. Partitions inside the administrative area will be metal stud and gypsum wallboard extending from floor to the deck or structure above to meet security and sound requirements. Acoustical batt insulation will be provided to maintain the required STC levels between spaces, and all penetrations will be sealed.

Gypsum wallboard partitions must be finished and painted to a level 4 standard. Floor finishes will include resilient tile and rubber wall base in administrative areas, and porcelain tile on the walls and floors in the toilets and showers. Floor finishes are to be light colors to easily show spills, leaks or contaminants that enter from the Hazardous Storage Area. Ceiling finishes will mostly consist of a 24” x 24” acoustic ceiling tile system, but the toilet and shower areas will receive gypsum board ceilings.

ABA-compliant restroom toilet accessories and plumbing fixtures will be coordinated with base standards, and moisture resistant gypsum board will be utilized in the restroom and shower area.

The hazardous storage area will be subdivided into Flammable/Combustible Containment, PART 3 - CHAPTER 1 - Page 2

Alkaline Containment, Acid Containment, Hazardous Storage, and Lithium-ion Battery Storage.

Two of these spaces (Alkaline Containment and Acid Containment) will be divided and bordered with 18” concrete curbs in order to contain spills. A 4-hour fire barrier will separate the Flammable/Combustible waste from the rest of the Hazardous Storage. The Lithium-Ion Battery Storage will be separated from the Hazardous Storage and Fire Pump areas by a 2-hour fire barrier. The shared wall between the Fire Pump and Mechanical Room will be 1-hour fire-rated.

Partitions in this area will be concrete masonry.

The flooring will consist of the reinforced concrete slab-on-grade over a 10-mil vapor barrier, porous stone, and fill. In the Flammable containment areas, the slab will step down approximately 48 inches to create the secondary hazardous waste containment system. Metal floor grating will align with the slab-on-grade, spanning over the dropped slab. Pallet placement areas will be designated in the Flammable Storage by a concrete slab on metal deck supported by beams and columns on baseplates. This concrete slab will lay flush with the surrounding bar grating. This will allow for unimpeded deliveries of hazardous waste. In the Alkaline and Acid Secondary Containment Areas, the slab-on-grade will be sloped to a metal floor grating-covered sump 24 inches below the finished floor providing a secondary hazardous waste containment system.

Where floor finishes are not required, concrete sealer will be used. The structure above will be exposed in this area.

Interior doors must be flush hollow metal, with hollow metal frames. Some doors will have view lites with laminated glazing for situational awareness and visibility. Door hardware is to be in accordance with minimum requirements of ANSI/BHMA, with the finish to match base standards.

Furniture, fixtures, and equipment are also included in the project scope. These items must be durable, easy to maintain, and support the technical functions of the facilities, allowing for flexibility and mobility. Powder-coated metal lockers will be provided outside the Telecom Room for easy access from the Toilet and Shower/Changing Areas. Modular furniture should be considered to provide adaptability. Access to non-classified networks is required in this facility.

PART 3 - CHAPTER 2 - Page 1

2.0 PROJECT OBJECTIVES

2.1 Mission Statement

The Air Force mission for this project is to provide appropriate and code-compliant hazardous waste storage facility with a functional training space. The 4,800SF single story facility will contain central receiving, processing, and short-term storage for regulated and non-regulated waste (supported by a loading dock and flush loading dock scissor lift), administrative support, customer service, training space, and restroom/break areas. The goal is to achieve consistency throughout the Air Force and Joint Base Anacostia Bolling with facilities that promote safe storage and disposal of hazardous waste, while supporting proper training for professionals handling this category of material. Thus, the minimum standards set forth in this document maintain the focus of providing safe storage and a comfortable working environment.

2.2 Facility Function

The function of the Hazardous Waste Storage Facility is to provide a functional, safe, and code-compliant place for storage and disposal of hazardous waste. This is a critical element in maintaining the health and safety of personnel, while providing a designated, safe area to hold hazardous items that cannot be stored elsewhere.

2.3 Project Specific Priorities

2.3.1 Sustainable Design and Construction

Design and construct project to comply with sustainability requirements identified in Part 2 UFGS Section 01 33 29, Sustainability Requirements and Reporting. Additional specific sustainability requirements are found in RFP Part 2, Part 3, and Part 4 sections.

Design and construct project in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements.

Employing integrated design principles, optimizing energy performance, enhancing indoor environmental quality, and reducing environmental impact of materials will be critical design objectives throughout the design process.

2.3.2 Storm Water Management - Low Impact Development (LID)

Comply with UFC 3-210-10, Low Impact Development and FC 1-300-09N Navy and Marine Corps Design Procedures. Additional specific LID and stormwater management requirements are found in RFP Parts 3 and 4, Section G30. In addition to LID, comply with DC Department of Energy and Environment (DOEE) stormwater regulations.

2.3.3 Energy Efficiency

Incorporate energy efficiency in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements.

PART 3 - CHAPTER 2 - Page 2

2.3.4 Building Commissioning

Provide commissioning to meet requirements identified in Section 01 91 00.15 Building Commissioning, and UFC 1-200-02 High Performance and Sustainable Building Requirements.

2.3.5 Accessibility Requirements

Provide barrier-free design in accordance with UFC 1-200-01 , DoD Building Code (General Building Requirements).

2.3.6 Antiterrorism Criteria

Design the facility to comply with UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings as required.

Facility will have an occupancy designated as low occupancy and UFC 4-010-01 does not apply.

Facility will be less than 3 stories and will not be required to meet the progressive collapse avoidance standards.

Facility is within a controlled perimeter.

Facility minimum standoff distance: See UFC 4-010-01, Table B-1.

Develop the site based on the requirements of UFC 4-010-01. Where conventional construction standoff distances are unavailable, the required level of protection can be achieved through analysis and building hardening based on the actual standoff distance. Blast analysis is required for all windows and doors and structural components and assemblies that are do not meet the conventional construction parameters in UFC 4-010-01, Table 2-3 or that are not listed in UFC 4- 010-01, Table B-2. Exterior doors and windows are included are in this project’s scope of work.

2.3.7 Cybersecurity

Design, acquire and execute all control systems (including systems separate from management utility monitoring and control system) in accordance with UFC 4-010-06 Cybersecurity of Facility- Related Control Systems and as required by individual Facilities Engineering Command (FEC) or Installation implementation policy.

Incorporate ICS Security Controls located in NIST 800-82, Appendix G, Table G-1. Design the project using UFGS 25 05 11, Cybersecurity for Facility-Related Control Systems. Incorporate elements of the NAVFAC Cybersecurity Hygiene Checklist into contract specifications by using

SECTION 25 05 11, CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS. CIO4

Point of Contact to be utilized in SECTION 25 05 11 is to be determined upon award of contract.

Submit Cybersecurity Plan and Cybersecurity Hygiene Report in accordance with SECTION 25 05 11."

Incorporate cybersecurity requirements into project facility control systems identified in:

ESR D30, HVAC

ESR D50, ELECTRICAL

http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01

PART 3 - CHAPTER 2 - Page 3

2.4 Appropriate Design

The following codes and standards apply to this project:

International Code Council (ICC):

IBC International Building Code IPC International Plumbing Code IMC International Mechanical Code

National Fire Protection Association (NFPA):

NFPA 1 Fire Code NFPA 10 Standard for Portable Fire Extinguishers NFPA 13 Standard for the Installation of Sprinkler Systems NFPA 30 Flammable and Combustible Liquids Code NFPA 30B Code for the Manufacture and Storage of Aerosol Products NFPA 54 Fuel Gas Code NFPA 70 National Electrical Code NFPA 72 National Fire Alarm and Signaling Code NFPA 80 Standard for Fire Doors and Other Opening Protectives NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems NFPA 101 Life Safety Code NFPA 110 Standard for Emergency and Standby Power Systems NFPA 285 Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of

Exterior Wall Assemblies Containing Combustible Components NFPA 291 Recommended Practice for Fire Flow Testing and Marking of Hydrants NFPA 400 Hazardous Materials Code NFPA 780 Standard for the Installation of Lightning Protection Code

Accessibility Guidelines:

ADAAG Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines ABA-DOD ABA Accessibility Standard for Department of Defense Facilities

American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE):

ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality ASHRAE Standard 90.1 Energy Standard for Buildings Except Low-Rise Residential Buildings, ASHRAE Handbooks Fundamentals

HVAC Systems and Equipment Applications

U.S. Department of Defense (DOD):

FC 1-300-09N Navy and Marine Corps Design Procedures UFC 1-200-01 DoD Building Code UFC 1-200-02 High Performance and Sustainable Building Requirements UFC 3-101-01 Architecture UFC 3-110-03 Roofing UFC 3-120-01 Design: Sign Standards

PART 3 - CHAPTER 2 - Page 4

UFC 3-120-10 Interior Design UFC 3-190-06 Protective Coatings and Paints UFC 1-200-01 DoD Building Code UFC 3-201-01 Civil Engineering UFC 3-201-02 Landscape Architecture UFC 3-210-10 Low Impact Development UFC 3-220-01 Geotechnical Engineering UFC 3-230-01 Water Storage and Distribution UFC 3-240-01 Wastewater Collection UFC 3-250-01 Pavement Design for Roads and Parking Areas UFC 3-250-04 Standard Practice for Concrete Pavement Construction UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible

Pavements UFC 3-600-01 Fire Protection Engineering for Facilities UFC 3-301-01 Structural Engineering UFC 3-320-06A Concrete Floor Slabs on Grade Subjected to Heavy Loads UFC 3-400-02 Design: Engineering Weather Data UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems UFC 3-420-01 Plumbing Systems UFC 3-450-01 Noise and Vibration Control UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting Systems and Controls UFC 3-540-01 Engine-Driven Generator Systems for Prime And Standby Power Applications UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-560-01 Operation and Maintenance: Electrical Safety UFC 3-570-01 Cathodic Protection UFC 3-575-01 Lightning and Static Electricity Protection Systems UFC-3-580-01 Information and Communications Technology Infrastructure Planning and Design UFC 3-600-01 Fire Protection Engineering for Facilities UFC 3-730-01 Programming Cost Estimates for Military Construction UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-010-03 Security Engineering: Physical Security Measures for High-Risk Personnel UFC 4-010-06 Cybersecurity of Facility-Related Control Systems (FRCS) UFC 4-021-01 Design and O&M: Mass Notification Systems UFC 4-021-02 Electronic Security Systems UFC 4-451-10N Design: Hazardous Waste Storage

AFI 32-1062 Electrical Systems, Power Plants and Generators AFMAN 32-1065 Grounding & Electrical Systems AFMAN 32-7002 Environmental Compliance and Pollution Prevention AFMAN 32-1084 Standard Facility Requirements

IAW CFR Title 49 Transportation

DoD Manual 5200.01 Protection of Classified Information Manual (volume 3) DoD Instruction 4170.11 Installation Energy Management DISA 310-70-1 Global Information Grid (GIG) Methods and Procedures

ITG FY05-2 NAVFAC Humid Area HVAC Design Criteria

AFCFS Air Force Corporate Facilities Standards

JBAB-IFS Joint Base Anacostia-Bolling Installation Facilities Standards

PART 3 - CHAPTER 2 - Page 5

American National Standards Institute:

ANSI C2 National Electrical Safety Code ANSI/AISI S100-10 American Iron and Steel Institute, North American Specification for the

Design of Cold-Formed Steel Structural Members ANSI/TIA/EIA-607 Grounding and Bonding Requirements for Telecommunications in Commercial Buildings ANSI/TIA-568-C.0 Generic Telecommunications Cabling for Customer Premises ANSI/TIA-568-C.1 Commercial Building Telecommunications Cabling Standard ANSI/TIA-568-C.2 Balanced Twisted-Pair Telecommunications Cabling and Components Standards ANSI/TIA-568-C.3 Optical Fiber Cabling Components Standard ANSI/TIA-568-A Commercial Building Telecommunication Cabling Standard ANSI/TIA-569-B Commercial Building Standard for Telecommunications Pathways and Spaces ANSI/TIA-606-A Administration Standard for Commercial Telecommunications Infrastructure ANSI/TIA/EIA-607-A Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises ANSI/TIA-758 Customer-Owned Outside Plant Telecommunications Cabling Standard ANSI/INFOCOMM 2M-2010 Standard for Audiovisual Systems Design and Coordination Processes ANSI/INFOCOMM 10:2013 Audiovisual Systems Performance Verification

American Society of Civil Engineers ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures

American Concrete Institute:

ACI 318-19 American Concrete Institute, Building Code Requirements for Structural Concrete

American Institute of Steel Construction:

AISC 360-16 Specifications for Structural Steel Buildings American Society of Mechanical Engineers

ASME B30.11 American Society of Mechanical Engineers, Monorails & Underhung Cranes

Architecture and Interior Design:

UL Fire Rated Assemblies Directory Gypsum Construction Handbook, USG Corporation Gypsum Construction Guide, National Gypsum Company Architectural Woodwork Institute (AWI) Standards, 2nd Edition The Carpet and Rug Institute (CRI) The Ceramic Tile Institute of America (CTC)

Electrical:

IESNA Illuminating Engineering Society of North America Lighting Handbook, 10th Edition IEEE 142 Recommended Practice for Grounding of Industrial and Commercial Power Systems

PART 3 - CHAPTER 2 - Page 6

Fire Protection:

FM Global Approval Guide UL Fire Protection Directory

Department of Energy and Environment (DOEE):

DOEE Stormwater Management Guidebook

US Energy Independence and Security Act (EISA) of 2007:

Section 438

Environmental Protection Agency (EPA):

EPA 841-B-09-001 Technical guidance on implementing the Stormwater Runoff Reduction

Requirements for Federal Projects Under Section 438 of the Energy Independence and Security Act

29 CFR 1910 Occupational Safety and Health Standards 40 CFR Part 264/265 Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities, Subpart I

2.5 Workflow Process

The main building entrance and staff operations must be located on one end of the facility. Design the Open Office to support efficient visitor check-in with direct visual access to the main entrance. The shared public areas of the building must be centrally located on the first floor. Locate the Open Office adjacent to public areas to provide monitoring as much as practical. Hazardous Material Storage must extend away from the central public areas equally as much as the design and site configuration will allow.

2.5.1 Hours of Operation

Hours of operation shall be 8-hours a day, 5 days a week.

2.5.2 Staffing/Occupancy

The number of occupants specified in the RFP are identified for programming purposes.

Determine occupancy used to design building features, such as structural, egress, and plumbing fixtures as required in applicable building or life safety codes.

TYPE OF OCCUPANCY NO. OF PERSONS DESCRIPTION OF ACTIVITY

LOW OCCUPANCY 4 ADMINISTRATIVE, STORAGE

MAXIMUM OCCUPANCY # #

6 (WAREHOUSE) + 8 (BUSINESS) 14 MAX

2.6 Special Design Challenges

Joint Base Anacostia-Bolling is considered a controlled perimeter. All construction personnel and vehicles

PART 3 - CHAPTER 2 - Page 7 must undergo security checks to access the site.

This project will have Secondary Containment areas for hazardous material. In the Flammable/Combustible Area, the Secondary containment area will be 4’-0” underground, with bar grate flooring and concrete slab on metal deck and steel posts with baseplates. The areas with concrete slab on metal decking will be for pallet locations. Due to the requirement of a secondary containment area, additional excavation will need to occur as compared to a slab on grade.

There will also be 2’-0” deep sumps protected by bar grating in the Alkaline and Acid Containment Areas.

The concrete slab on grade will be sloped toward the sump.

2.7 Adaptability and Flexibility

Not Used.

PART 3 - CHAPTER 3 - Page 1

3.0 SITE ANALYSIS

3.1 Existing Site Conditions

3.1.1 Natural Constraints

3.1.1.1 Topography

The site is relatively flat through the parking lot and proposed building location but slopes steeply to the east to a stormwater pond and slopes steeply to the north and south to other roads.

3.1.1.2 Vegetation / Landscaping

Most of the site is covered by grass except the stormwater pond covered in overgrown vegetation.

3.1.1.3 Natural Resources (Threatened and Endanger Species/Critical Habitat, Migratory Bird, Essential Fish Habitat, marine mammal restrictions, Bald and Golden Eagle nest location and restriction areas) No known natural resources will be impacted by this project.

3.1.1.4 Climatology (Solar orientation, etc.)

Not applicable.

3.1.1.5 Wetlands

Per JBAB Environmental, there are no jurisdictional wetlands present on JBAB, including this site. See WETLAND DETERMINATION INFO IN PART 6.

3.1.1.6 Geotechnical Report

A site-specific geotechnical report has been performed and is included in Part 6. See

ENGINEERING SYSTEMS REQUIREMENTS G10 SITE PREPARATION.

3.1.1.7 Environmental Restrictions

No special environmental restrictions have been identified

3.1.1.8 Radon Contamination

No known radon contamination at the project site.

3.1.1.9 Wave, Current and Tide Reports

Not applicable.

3.1.1.10 Hydrographic Survey

Not applicable.

3.1.1.11 Unexploded Ordnance (UXO) Survey or Evaluation Reports No UXO has been identified on the project site.

3.1.1.12 Existing Waterfront Facility (above and underwater) Inspection Reports Not applicable.

PART 3 - CHAPTER 3 - Page 2

3.1.1.13 Coral or Other Marine Life Maps/Reports

3.1.1.14 Flood Resistant Design

The building footprint is within the 500-year FEMA floodplain. The water level of the Potomac River is tidally influenced, so UFC 3-201-01 and ASCE 24-14 apply flood resistant design criteria to this project. Based on the usage of the building and the low levels of hazardous materials, the ASCE 24-14 flood class is 2, which requires the finish floor elevation (FFE) to be at least the Low 2065 from the DOD Regional Sea Level Rise (DRSL) database. The DRSL Low 2065 elevation is 5.34 meters (17.52 feet). The building finish floor elevation shown in PART 6 is 20.66, so the FFE meets the flood resistant design criteria. If adjustments are made to the FFE, it must be at least 17.52 feet. The building has a 4’ deep spill containment area that must be waterproofed to prevent leakage. The building must be analyzed and structurally adjusted as necessary to ensure the building is sufficiently loaded to hold the building down with water roughly 1’ high around the spill containment area.

3.1.2 Man made

3.1.2.1 Existing Vehicular Access and Circulation

Vehicles currently enter the parking lot off of DIA Access Road.

3.1.2.2 Site Utilities

There are existing power and telecommunications utilities on the south side of the site, an existing stormwater pond and associated infrastructure on the east side of the site, storm drains, water lines, and sanitary sewers north of the site, and a water line in the parking lot serving the two buildings to the west of the site.

3.1.2.3 Site Drainage & Storm Water Runoff (hydrology)

A stormwater pond is located on the east side of the site that picks up drainage from the site and areas north and west of it. It was built as a stormwater quantity BMP prior to the 2013 DOEE regulations, so is not in their database.

3.1.2.4 Existing Buildings

There are two existing warehouses west of the proposed building location.

3.1.2.5 Existing Waterfront Facilities

3.1.2.6 Existing Mooring Hardware and Fender System

3.1.2.7 Existing Dredging

3.1.2.8 Hazardous Materials and Substances

Per IAW CFR Title 49, if contamination of soil is suspected, a TLCP analysis must be conducted by a certified lab and results provided to the 11th CES/CEN. Contractors are responsible for compliant disposal of any hazardous waste generated or discovered during the project. All hazardous waste shipments must be properly manifested and transported per IAW CFR Title 49. Final disposal (Designated Facility to Generator) documentation must be provided to 11th CES/CEN within 30 days of shipment.

PART 3 - CHAPTER 3 - Page 3

3.1.2.9 Fencing

There is no fence on the project site.

3.1.2.10 Adjacent Land Use

North of the site is a road and parking lot, east is road and building, south is road, west is parking and warehouses.

3.1.2.11 Cultural Resources (historical, archeological)

3.1.2.12 AICUZ / Explosive Arcs / HERO

3.2 Site Development Requirements

3.2.1 Facility Footprint

3.2.1.1 Building Footprint

See PART 6 for building plans.

3.2.1.2 Wharf, Pier, Drydock Footprint

3.2.2 Vehicular Access and Circulation

3.2.2.1 Parking

Provide parking per drawing C-102 included in Part 6.

3.2.2.2 Service Access

Access to the loading area is from the parking lot west of the building.

3.2.2.3 Pedestrian Access and Circulation (flow, paths, sidewalks, etc.)

A sidewalk will be required between the parking lot and the building to provide separation from the building and parking to protect the building as well as provide pedestrian access across the face of the building.

3.2.2.4 Recreational

3.2.2.5 Outdoor Activity Areas

3.2.2.6 Landscaping

The only landscaping is turf grass, no shrubs or trees.

3.2.2.7 Utilities

The building will require domestic water, fire water, sanitary sewer, telecommunications, and electrical. See PART 6.

3.2.2.8 Signage

No new exterior signage is anticipated.

PART 3 - CHAPTER 3 - Page 4

3.2.2.9 Site Drainage & Storm Water Runoff (hydrology)

Stormwater quality measures will be required to treat the runoff from the project site per DOEE regulations. It is anticipated that adjustments will need to be made to the stormwater quantity pond on the east side of the site to account for the additional stormwater flow from this project. Engineer of record is responsible for confirming the size of required water quality measures and to verify what/if modifications to the existing quantity pond are required.

3.2.2.10 Dewatering

Dewatering operations are not anticipated for this project, but if they are, comply with all JBAB, DC, and federal requirements.

3.2.2.11 Site / Building Demolition

The demolition primarily consists of demolition of asphalt and concrete pavement and sidewalks.

3.2.2.12 Site Clearing

Clearing of the existing stormwater pond will be necessary to regrade it and ensure it complies with the latest DOEE requirements.

3.2.2.13 Fencing (perimeter security)

No new fences are required.

3.2.2.14 Construction Access / Lay down Area

Construction site access will be up the existing parking lot entrance off of DIA Access Road SW. Project laydown areas must maintain access to the parking and existing warehouses on the west side of the site.

3.2.2.15 Permits

See Permit Record of Design in Part 6.

3.2.2.16 Sustainable Development

In accordance with the requirements of UFC 1-200-02, the new facility must provide a 30% energy reduction minimum below the ASHRAE 90.1-2019 Appendix G baseline unless not life cycle cost effective. An energy analysis will be performed to demonstrate compliance with this requirement. Design and installation of mechanical systems will support the overall sustainability reporting requirements for the project. Design in accordance with the Guiding Principles, as defined by UFC 1-200-02, is the primary sustainability goal. Third party certification is not required since the building is under 10,000 SF.

3.2.2.17 Antiterrorism Force Protection (ATFP)

Facility is within a controlled perimeter, and this project’s occupancy is designated as low occupancy. However, doors will be designed to open out along the path of egress, and laminated glazing will be applied to windows, storefronts, and door lites, where appropriate.

PART 3 - CHAPTER 3 - Page 5

3.2.2.18 Architectural Barriers Act (ABA) Requirements

The project will provide compliant pedestrian access between the parking and the building.

3.2.2.19 Master Planning

3.2.2.20 Hazardous Materials and Substances

Hazardous materials will be stored within the facility; refer to the Basis of Design for more information. Hazardous materials will not be stored outside of the facility.

3.2.2.21 Environmental Assessment (Constraint in the EA not the entire EA)

Wherever practical, the building will use materials with recycled content, with a minimum

10% of total materials by cost being recycled. Materials will be selected to maximize recycled content (RCRA Section 6002), for EPA-designated products, and will meet or exceed EPA's recycled content recommendations for building modifications, maintenance, and cleaning.

Wherever practical, materials will be chosen based on USDA's biobased content recommendations (FSRIA Section 9002), for USDA-designated products. Additionally, the building will prioritize rapidly renewable sources and certified sustainable wood products where applicable.

Ozone depleting substances (ODS) or high Global Warming Potential (GWP) chemicals will not be specified for this project.

Low emitting materials complying with ASHRAE 189.1 will be specified to reduce off-gassing and improve indoor air quality.

The building design will prioritize recycling by providing a dedicated, easily accessible area for collecting and storing recyclable materials. The Contractor will develop and enforce a Construction Waste Management Plan to ensure at least 60% of debris is recycled or salvaged during the construction process, measured by weight or volume. Before starting work, all subcontractors will be informed of the intended waste separation or co-mingling method.

PART 3 - CHAPTER 4 - Page 1

4.0 BUILDING REQUIREMENTS

4.1 Space Tabulation

Space Name # of spaces

Unit

SF

(Net)

Total

SF

(Net)

Total

SQM

(Net)

Remarks

Vestibule 1 70 70 6.50

Open Office 1 454 454 42.18

Break/Training 1 280 280 26.01

Corridor 1 244 244 22.67

Shower/Changing 1 53 53 4.92

Toilet Room 1 60 60 5.57

Janitor 1 11 11 1

Telecom 1 81 81 7.53

Electrical 1 100 100 9.29

Mechanical 1 120 120 11.15

Fire Pump 1 120 120 11.15

Lithium Ion 1 74 74 6.87

Hazardous Storage 1 865 865 80.36

Acid Storage 1 252 252 23.41

Alkaline Storage 1 252 252 23.41

Flammable Storage 1 1,220 1,220 113.34

Loading Dock 1 120 120 11.15 Exterior

Subtotal Net Area 4,376 406.54

Net to Gross Factor 1.10 1.10

TOTAL GROSS AREA 4,813 447.19

The design build contractor shall provide actual area in both square feet and square meters in proposals.

4.2 Space Relationships

The spaces noted in this RFP are new work; work required in these spaces can be found in the Drawings, an attachment that can be found in Part 6. The Client’s requirements must be verified post award, which may result in a redesign that should be completed at no additional cost to the government. The drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. All work included within the public and circulation areas in this project must conform to the ABA Accessibility Guidelines.

The new facility is organized into two distinct functional zones: the “front” administrative and public-facing area, and the “back” hazardous materials storage area. The main entrance to the P001U Hazardous Storage Building is to the South of the building; this enters into a vestibule. The vestibule is adjacent to the Open Office area, which connects directly to the Break Room. A door from the Open Office area leads to a Corridor including the Toilet Rooms, Janitor closet, Telecom Room, and Shower/Changing areas.

This corridor continues into the Hazardous Storage area. The “front” zone will be constructed with metal stud and painted gypsum board partitions extending to the underside of structure, providing necessary sound attenuation and security separation. All design and construction shall comply with current UFC criteria and the 2024 International Building Code. Accessibility throughout the facility will adhere to ABA

PART 3 - CHAPTER 4 - Page 2 and ADAAG requirements, with public and employee areas equipped accordingly.

The “back” portion of the facility will be separated by fire-rated masonry barriers and includes Acid, Alkaline, Lithium Battery, and Flammable/Combustible Storage areas. These areas are designed with concrete curbs and secondary containment systems appropriate to the material stored, including sloped slabs to sump pits and bar grating over containment volumes. The Flammable/Combustible Storage room is isolated from the rest of the Hazardous Storage by a 4-hour fire-rated wall.

Side entrances will be more frequently used by delivery drivers and maintenance staff, and lead into the Hazardous Storage area. Exterior doors also provide service access to the Mechanical, Electrical, Fire Pump, and Lithium Battery Storage Rooms. There is no access to the Open Office or Break Room from an entrance other than the Main Entrance. Exterior doors at the Flammable/Combustible Storage Area are intended to be exit only.

4.3 Exterior Character

The exterior appearance of the building shall be compatible with adjacent facilities and in accordance with the applicable Joint Base Anacostia-Bolling (JBAB) Installation Facilities Standards (IFS). The design shall be in conformance with the JBAB Master Plan and as indicated by the architectural Drawings included as attachments in Part 6 of this RFP. The façade will include installation of new pre-finished metal panels and concrete masonry veneer over the pre-engineered metal building framing. The wall assembly will achieve a maximum U-value of 0.052 per ASHRAE 90.1 - 2019, with continuous insulation serving as both the thermal and air barrier. Exterior doors will be heavy duty, shop primed, and field painted hollow metal assemblies that meet ATFP requirements as needed, with commercial-grade hardware in accordance with ANSI/BHMA standards. Windows will consist of low-e insulated/laminated glass units with pre-finished aluminum thermal break frames anchored to galvanized steel angles. Where necessary, glazing will be tinted to comply with ASHRAE 90.1 - 2019. Exterior glazing must meet Anti- Terrorism requirements. A new entrance canopy and covered loading dock will provide shelter from the elements. The roof assembly will be a standing-seam metal panel system on metal deck over pre-engineered framing, meeting the maximum U-value of 0.035 and designed in compliance with UFC 3- 110-03, with a minimum slope of 1-1/2” per foot. At the Loading Dock, the roofing assembly structure will be premanufactured by the pre-engineered metal building manufacturer. Lightning Protection, Snow Guards, and Fall Protection will be provided as required. Pre-finished metal gutters and downspouts will match the roof and trim.

5.0 ROOM REQUIREMENTS

General – Exterior

Space Characteristics

Function/adjacencies: Exterior of Hazardous Storage Building

Special Dimensions:

Ideal Plan Dimensions: 40’-0” x 120’-0” – see plans in Part 6 of this RFP Minimum Ceiling Height: N/A, Exterior

Acoustics: N/A

Access: N/A

Number of Occupants: Non-occupied space

Other/Special Requirements: N/A

Uniformat Section

Description Qty Size Specific Requirements

B1020

ROOF

CONSTRUCTION

1 5410sf +/- Provide a pre-finished, insulated metal roof as a part of the pre-engineered metal building system. Include flashing as required.

B201001

EXTERIOR

ENCLOSURE

5 walls

Masonry total: 1070sf

Insulated Metal Panel total: 3200sf

Precast Concrete sill:

300lf +/-

Provide masonry veneer and pre-finished insulated metal panels for the exterior enclosure.

- 25% of exterior veneer is masonry veneer, weeps and flashing as required

- 75% of exterior veneer is insulated metal panel

Rigid insulation and plywood sheathing as required to complete wall assembly – see B201003

Precast concrete sill to cap masonry veneer

B201002

EXTERIOR WALL

BACKUP

CONSTRUCTION

5 walls 4270sf +/-total backup system

Provide structural steel framing serving as the backup construction for the pre-finished metal panels and masonry veneer. Batt insulation and ½” gypsum wall board as required to complete backup portion of wall assembly.

B201003

INSULATION & VAPOR

RETARDER

AR AR

Provide continuous rigid insulation serving as the air barrier layer.

B201007 EXTERIOR SOFFITS

4 sides of building

600sf +/- Provide exterior metal soffits where roof overhangs

B201009

EXTERIOR PAINTING

AND COATINGS

AR 500sf +/- Paint exterior elements as necessary

B202001 WINDOWS 8 4’-0” x 6’-0” Provide pre-finished aluminum thermal break windows with low-e insulated glass

B301005

GUTTERS AND

DOWNSPOUTS

150sf Gutters, 6 Downspout s, 6 Boots

16’ Downspouts

Preformed metal gutters, downspouts, downspout boots; Match roofing finish and adhere to base aesthetic standards

General – Exterior

Space Characteristics

Function/adjacencies: Exterior of Hazardous Storage Building

Special Dimensions:

Ideal Plan Dimensions: 40’-0” x 120’-0” – see plans in Part 6 of this RFP Minimum Ceiling Height: N/A, Exterior

Acoustics: N/A

Access: N/A

Number of Occupants: Non-occupied space

Other/Special Requirements: N/A

Uniformat Section

Description Qty Size Specific Requirements

B301090 OTHER ROOFING AR AR

Lightning Protection, Snow Guards, and Fall Protection as required

D4010 FIRE ALARM SYSTEM

Provide weatherproof fire alarm/mass notification speakers in exterior egress areas per UFC 4-021-01.

Refer to Part 3 Engineering System Requirements.

D50

EMERGENCY

LIGHTING

Provide exterior mounted emergency lighting fixtures at building exits.

D509004

LIGHTING

PROTECTION

Provide a Lightning Protection system in accordance with UFC 3-575-01.

D509002

EMERGENCY

GENERATOR

Provide generator and ATS in accordance with UFC 3- 540-01 to support fire pump and ventilation equipment.

5.0 ROOM REQUIREMENTS

100 – Vestibule

Space Characteristics

Function/adjacencies: Adjacent to Open Office – serves as main entrance and exit

Special Dimensions:

Minimum Ceiling Height: 9’-4”

Acoustics: N/A

Access: Primary building entrance

Number of Occupants: Not continuously occupied – for entry and exit

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

B202002 STOREFRONT 4 walls 78sf +/- Exterior Aluminum Framed Storefront System

B203002 GLAZED DOORS 1

6’-0” x 7’-0” x 1 ¾”

Exterior Insulated Glazed Double door in Aluminum framed Storefront System

B203008

EXTERIOR DOOR

HARDWARE

AR AR

Entry lockset hardware, Hinges, Accessible thresholds, door closers, coordinator, astragal, panic hardware, sweeps and weatherstripping.

C102002

GLAZED INTERIOR

DOORS

6’-0” x 7’-0” x 1 ¾”

Interior Glazed Double door in Aluminum framed Storefront System

C102007

INTERIOR DOOR

HARDWARE

AR AR

Passage lockset hardware, Hinges, Accessible thresholds, door closers, coordinator, astragal, and panic hardware.

C103014

ENTRANCE FLOOR

GRILLES AND MATS

Per LEED v4

IEQ

requirements

Recessed floor mats/grilles in aluminum frame – Provide metal and rubber insert tread system

Loose lay floor mats at entrances to Vestibule and Hazardous Storage.

C3010 WALL FINISHES 2 walls 20sf +/- Paint non-storefront surfaces

C3020 FLOOR FINISHES 1 70sf +/- Epoxy flooring with rubber wall base

C3030 CEILING FINISHES 1 70sf +/- Painted moisture-resistant gypsum board ceiling

D30 HVAC Provide per Part 3 Engineering System Requirements

100 – Vestibule

Space Characteristics

Function/adjacencies: Adjacent to Open Office – serves as main entrance and exit

Special Dimensions:

Minimum Ceiling Height: 9’-4”

Acoustics: N/A

Access: Primary building entrance

Number of Occupants: Not continuously occupied – for entry and exit

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

D4010 FIRE ALARM SYSTEM

Provide a fire alarm and mass notification system per Part 3 Engineering System Requirements. Provide the combination fire alarm and mass notification system control panel at the designated primary facility entrance. Provide a Local Operating Console (LOC) at the primary facility entrance including a microphone for live voice announcements and an interface to activate prerecorded messages per Base standard. Provide fire alarm and mass notification system radio transmission and receiving equipment compatible with the AES equipment located in the Base dispatch building.

Provide a separate cabinet or other approved container to store the fire alarm system shop drawings adjacent to the fire alarm control panel.

D4040 SPRINKLER SYSTEM

Provide a wet pipe sprinkler system throughout the facility per Part 3 Engineering System Requirements

D503005 SECURITY SYSTEMS Provide per Part 3 Engineering Systems Requirements

5.0 ROOM REQUIREMENTS

101 – Open Office

Space Characteristics

Function/adjacencies: Adjacent to Training Room/Break Room and Corridor

Special Dimensions:

Minimum Ceiling Height: 10’-0”

Acoustics: N/A

Access: N/A

Number of Occupants: 4

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

C101001 FIXED PARTITIONS 2 200sf +/- 3 5/8” Metal stud with 5/8” GWB on each side

C102001

STANDARD INTERIOR

DOORS

3’-0” x 7’-0” x 1 ¾”

Hollow metal door and frame

C102007

INTERIOR DOOR

HARDWARE

AR AR

Passage hardware, hinges, Accessible thresholds, wall stops, kick plates, door closers, panic hardware

C103003

MARKER AND TACK

BOARDS

AR AR Provide 1 of each

C103004

IDENTIFYING

DEVICES

AR AR Wall mounted acrylic signage

C3010 WALL FINISHES 3 walls 230sf +/- Paint

C3020 FLOOR FINISHES 1 450sf +/- Resilient floor tile with rubber wall base

C3030 CEILING FINISHES 1 450sf +/- 24” x 24” Acoustic ceiling panel system

D30 HVAC Provide per Part 3 Engineering System Requirements

D4010 FIRE ALARM SYSTEM

Provide a fire alarm and mass notification system per Part 3 Engineering System Requirements

D4040 SPRINKLER SYSTEM

Provide a wet pipe sprinkler system throughout the facility per Part 3 Engineering System Requirements

D503001

TELECOMMUNICATIO

NS SYSTEMS

Provide a minimum of one outlet with (1) NIPRNET and (1) Voice jack per each workstation.

E201002

WINDOW

TREATMENTS

3 24sf +/- Manually operated roller shades

101 – Open Office

Space Characteristics

Function/adjacencies: Adjacent to Training Room/Break Room and Corridor

Special Dimensions:

Minimum Ceiling Height: 10’-0”

Acoustics: N/A

Access: N/A

Number of Occupants: 4

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

E202002

MODULAR

PREFABRICATED

FURNITURE

L-shaped workstation in panel system as defined during programming. Low panels at windows as to not block them. Height adjustable side section or full L.

E202003

FREESTANDING

FURNITURE

4 Task chairs

5.0 ROOM REQUIREMENTS

102 – Break/Training

Space Characteristics

Function/adjacencies: Adjacent to Open Office and Corridor

Special Dimensions:

Minimum Ceiling Height: 10’-0”

Acoustics: N/A

Access: N/A

Number of Occupants: 19 maximum, only for annual training sessions

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

C101001 FIXED PARTITIONS 1 145sf +/- 3 5/8” Metal stud with 5/8” GWB on each side

C102002

GLAZED INTERIOR

DOORS

3’-0” x 7’-0” x 1 ¾”

Hollow metal door and frame with vision lite

C102007

INTERIOR DOOR

HARDWARE

AR AR

Passage hardware, hinges, Accessible thresholds, wall stops, kick plates, door closers

C103008 COUNTERS 1 20sf +/- Solid surface countertop. Min length 9 feet. Solid surface backsplash that extends from top of the counter to underside of upper wall cabinet.

C103003

MARKER AND TACK

BOARDS

AR AR Provide 1 of each

C103009 CABINETS 6 total Upper and lower plastic laminate cabinets

C3010 WALL FINISHES 2 walls 380sf +/- Semi-gloss paint

C3020 FLOOR FINISHES 1 285sf +/- Resilient floor tile with 4” rubber wall base

C3030 CEILING FINISHES 1 285sf +/- 24” x 24” Acoustic ceiling panel system

D201004 SINKS 1

Stainless steel, double bowl, undermount sink with waste disposal unit. Provide water filter at sink to provide potable drinking water.

D30 HVAC Provide per Part 3 Engineering System Requirements

D4010 FIRE ALARM SYSTEM

Provide a fire alarm and mass notification system per Part 3 Engineering System Requirements

D4040 SPRINKLER SYSTEM

Provide a wet pipe sprinkler system throughout the

102 – Break/Training

Space Characteristics

Function/adjacencies: Adjacent to Open Office and Corridor

Special Dimensions:

Minimum Ceiling Height: 10’-0”

Acoustics: N/A

Access: N/A

Number of Occupants: 19 maximum, only for annual training sessions

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

D503001

TELECOMMUNICATIO

NS SYSTEMS

Provide outlets with (1) NIPRNET and (1) Voice jack to support the breakroom and Audiovisual requirements.

D503004

TELEVISION

SYSTEMS

Provide CATV outlet for wall mount television

E102009

AUDIOVISUAL

EQUIPMENT

As defined during programming

E201002

WINDOW

TREATMENTS

5 24sf +/- Manually operated roller shades

E2020

MOVABLE

FURNITURE

AR AR Training tables and chairs

E202090

OTHER MOVABLE

FURNISHINGS

1 of each appliance

AR

Refrigerator, Coffee Machine, Microwave, Waste Receptacles

5.0 ROOM REQUIREMENTS

103 – Corridor

Space Characteristics

Function/adjacencies: Adjacent to Open Office, Toilet, Shower, Janitor, Telecom, Electrical, Mechanical, and Hazardous Storage

Special Dimensions:

Minimum Ceiling Height: 8’-0”

Acoustics: N/A

Access: Common space

Number of Occupants: Not continuously occupied – for circulation

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

C102002

GLAZED INTERIOR

DOORS

3’-0” x 7’-0” x 1 ¾”

Hollow metal door and frame with vision lite for viewing oncoming personnel traffic from the Hazardous Storage Area

C102007

INTERIOR DOOR

HARDWARE

AR AR

Passage hardware, hinges, Accessible thresholds, wall stops, kick plates, door closers, panic hardware

C103005 LOCKERS 4

1’-6” W x 6’-0” H x 1’- 3”D

Provide floor-mounted, powder coated, 3-tier lockers

C103090

OTHER INTERIOR

SPECIALTIES

AR AR Corner guards and wall guards

C3010 WALL FINISHES 8 walls 200sf +/- Semi-gloss paint

C3020 FLOOR FINISHES 1 250sf +/- Resilient floor tile with rubber wall base

C3030 CEILING FINISHES 1 250sf +/- 24” x 24” Acoustic ceiling panel system

D30 HVAC Provide per Part 3 Engineering System Requirements

D4010 FIRE ALARM SYSTEM

Provide a fire alarm and mass notification system per Part 3 Engineering System Requirements

D4040 SPRINKLER SYSTEM

5.0 ROOM REQUIREMENTS

104, 105 – Shower/Changing, Toilet

Space Characteristics

Function/adjacencies: Adjacent to Corridor, Janitor, Break/Training, and Acid Secondary Containment

Special Dimensions:

Minimum Ceiling Height: 8’-0”

Acoustics: N/A

Access: Common

Number of Occupants: Non-occupied space

Other/Special Requirements:

Uniformat Section

Description Qty Size Specific Requirements

C101001 FIXED PARTITIONS 4 per room 72 SF +/- per partition

3 5/8” Metal stud with 5/8” GWB on each side

C102001

STANDARD INTERIOR

DOORS

3’-0” x 7’-0” x 1 ¾”

Hollow metal doors and frames.

C102007

INTERIOR DOOR

HARDWARE

AR AR

Privacy Lockset, Hinges, Accessible thresholds, wall stops, kick plates, door closers.

C103002

TOILET AND BATH

ACCESSORIES

AR AR

Shower 104: ABA grab bars in shower, Towel bar, (2) Robe Hooks, ABA flip-up shower seat, Shower curtain and rod and hooks. All Toilet and bath accessories must be mounted at ABA-compliant mounting heights

C103002

TOILET AND BATH

ACCESSORIES

AR AR

Toilet 105:…