Attachment 1 - SOW Markey Gym Ceiling and Lights.pdf

UNITED STATES COURT OF APPEALS

FOR THE FEDERAL CIRCUIT

717 MADISON PLACE, N.W.

WASHINGTON, D.C. 20439

JARRETT B. PERLOW

CIRCUIT EXECUTIVE

CIRCUIT EXECUTIVE’S OFFICE

202-275-8020

Statement of Work

PROJECT IDENTIFICATION

Project Title: Gym Ceiling and Light Replacement

Building: Howard T. Markey #DC0094ZZ

Building Location: 717 Madison Place, NW Washington, DC 20439

SOW Author: Pamela Patrick Circuit Architect and Director of Facilities United States Court of Appeals for the Federal Circuit patrickp@cafc.uscourts.gov

Statement of Work – Gym Ceiling and Lights

1. PROJECT INFORMATION

1.1. PROJECT SUMMARY

1.1.1. Replace the ceiling grid, tiles and lights to the building standard.

1.1.2. Remove and dispose of existing lockers. Install lockers provided by court.

1.1.3. Replace water fountain.

1.1.4. See section 2 Scope of Work for detailed project requirements.

1.1.5. The contractor shall coordinate work and gain approvals required in this Statement of Work (SOW) with the United States Court of Appeals for the Federal Circuit (hereinafter referred to as the “Court” or the “Government”) Contracting Office (CO) and the Contracting Officer’s Representative/Project Manager (COR/PM) as required.

1.2. BUILDING BACKGROUND

1.2.1. The National Courts Building Complex is located at 717 Madison Place, NW in Washington, DC, facing Lafayette Square and the New Executive Office Building on the east, one block north of the White House.

1.2.2. Markey National Courts building:

1.2.2.1. The original facility was constructed in 1963 and first occupied in 1965. The 224,751 square foot structure serves the United States Court of Federal Claims and the United States Court of Appeals for the Federal Circuit. The building has been determined eligible for listing in the National Register for Historic Places.

1.2.2.2. The Markey National Courts building structure is typically nine stories above grade, with a basement office level and a sub-basement parking level. The southwest side of the building includes a three-story wing that acts as an entrance arcade from Madison Place at the end of the first floor and houses the law library reading rooms on the second and third floors. Based on the International Building Code (IBC), the building’s occupancy is classified as mixed use, primarily of Group B (Business) Use Group, with Group A-3 (Assembly) areas at the courtrooms and library and Group S-2 (Storage) at the parking garage. The structural features appeared to be 2-hour fire-rated construction, with the exception of the roof, allowing a Construction Type 1B per the IBC.

1.3. PROJECT OBJECTIVES:

1.3.1. To be considered successful, the project must achieve the following objectives:

1.3.2. Deliver the project on time and within budget.

1.3.3. Complete the project with no security violations or safety incidences.

1.3.4. Establish and maintain positive relationships with the tenant(s), public authorities, jurisdictions, and neighborhood.

1.3.5. Ensure a safe work environment during construction for workers and all building employees and visitors.

1.3.6. Provide timely reports and communications.

1.3.7. Ensure all sensitive documents are handled, distributed, archived, and destroyed according to established project procedures.

1.3.8. Follow all security requirements of the facility in the delivery of this project.

1.4. PROJECT SCHEDULE

1.4.1. The overall Period of Performance shall be as indicated in the award.

1.4.2. Project close out shall be shall be no greater than 30 days after the date of Substantial Completion unless agreed to by all parties in advance.

1.4.3. All actions by the Court counted in calendar days shall begin the first calendar day after the submission unless the submission is made before 9:00 a.m.

2. SCOPE OF WORK

2.1. This section details the technical requirements and constraints for which the Contractor is responsible. The Contractor shall perform all services described in this SOW. The CO and the COR/PM must approve all proposed changes to the SOW in writing prior to their being incorporated into the work in any way.

2.2. PROJECT REQUIREMENTS

2.2.1. Gym Ceiling:

2.2.1.1. Demolish existing ceiling grid and lights.

2.2.1.2. All other ceiling devices to be reinstalled in new ceiling.

2.2.1.3. Install new 2x2 ceiling grid and tiles at the height of the demolished ceiling.

2.2.1.3.1. Armstrong Ceiling Grid Suprafine XL 7500 and Armstong Ceiling Tile 558

2.2.1.4. Install 2x2 light fixtures with building standard LED to achieve between 50 and 75 foot candle minimum light levels throughout the space. Submit lighting layout with photometrics for review and approval.

2.2.1.4.1. Lithonia Lighting (2BLT2 33L ADP EZ1 LP840

MSD7ADCX)

2.2.2. Corridor outside Gym:

2.2.2.1. Remove existing lockers complete where indicated on plan.

2.2.2.2. Install 15 court provided 15 All Wood Lockers Model HPL Club Locker (lockers are currently on site for contractor installation)

2.2.2.2.1. Provide and install two 18” end panels, in Wilsonart White 1570 from All Wood Lockers to match new lockers.

2.2.2.3. Remove existing Elkay water fountain. Replace with wall mounted Elkay LZS8WSAP water filler / fountain. See attached cut sheet.

2.2.2.3.1. Provide all needed work and accessories as required for complete installation.

2.2.2.4. Repair flooring as needed with like materials for a complete, neat, finished floor in areas of locker removal.

2.2.2.5. Repair/replace base material as needed with like materials for a complete, neat, finished base in areas of locker removal.

2.2.2.6. Paint walls to match existing where needed due to locker removal.

2.2.3. Per FAR 52.236-7 Permits and Responsibilities, the Contractor shall, without additional expense to the Court, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered, and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

2.2.4. The contractor shall be responsible for relocating any electrical and/or mechanical building system components necessary to perform this work.

Any system deemed necessary to relocate and not described in this SOW shall only be relocated after written notification to and approval from the Court.

2.3. PROJECT SITE REQUIREMENTS

2.3.1. SITE VISIT: The Contractor may visit the site prior to submitting a bid to examine the existing conditions. Refer to RFQ document for specifics on scheduling a site visit. A non-disclosure agreement must be signed prior to the walkthrough. It is the Contractor’s responsibility to understand the specific conditions in the space the project is to be constructed. The Contractor shall identify any discrepancies and site conditions prior to submission of a bid.

2.3.2. The Contractor shall verify for accuracy any information supplied by the Government. The Contractor shall verify and be responsible for all field dimensions and conditions and shall notify the Court of any discrepancies before proceeding with the work.

2.3.3. The building is to remain fully operational throughout the entirety of the project, with no disruption to tenant operations.

2.3.4. All corridors, hallways, and adjacent non-project spaces shall be kept clean and free of dirt, trash, and debris during the performance of this project. All work areas must be cleaned at the end of every workday.

2.3.5. When applicable, the contractor shall employ adequate dust control and floor finish protection measures.

2.3.6. All tools, carts, materials, etc. shall remain under control and attended to at all times and may not be left unattended in public areas. Unattended sharp tools may be confiscated by the CSOs for security purposes and may be picked up from their offices.

2.3.7. WORKING HOURS

2.3.7.1. Perform all work outside of normal Court working hours. Project work shall be performed during the hours of 5:15 p.m. to 11:30 p.m.

Monday through Friday. Access may be also be coordinated during the day (8:00 a.m. to 3:30 p.m.) on Saturdays.

2.3.7.2. Access to the women’s locker room during business hours should be maintained at all times.

2.3.7.3. If at any time work performance becomes disruptive to the tenant agencies (due to noise, dust, fumes, etc.) the Court may immediately stop work on this project and reschedule the task(s) for a more suitable time.

2.3.7.4. One week a month is court week which may have additional restrictions depending upon the nature of the work and location in the building. The Court will coordinate with the Contractor.

2.3.8. LOADING DOCK: The loading dock usage is to be scheduled with the Court a minimum of 72 hours in advance. The loading dock is available for deliveries from 8:00 a.m. to 6:00 p.m. Court deliveries are a priority.

Loading dock and alley access are first come first served. Contractors are advised to schedule with as much lead time as possible to allow for any adjustments that may need to be made in the request.

2.3.9. PARKING: Parking is not available onsite during business hours.

Potentially, spaces may be available for contractor use after 6:00 p.m. This will vary daily. Coordinate with the Courts 48 hours in advance of need.

Large trucks, vans, or ladder rack trucks may not enter the parking garage.

2.3.10. STAGING, STORAGE, AND FLOOR PROTECTION

2.3.10.1. The Contractor may be provided a small staging area within the building, provided that its use will not interfere with operations of the Court. No Court or GSA employees will assist with unloading/loading of vehicles. The Contractor shall provide all personnel and equipment needed for unloading, moving, and assembling materials.

2.3.10.2. Floor protection shall be used to protect building flooring during the moving of materials. Temporary floor protection may not be installed in public spaces prior to 5:15 p.m. Floor protection that will remain in place for the duration of the project must be coordinated with the Courts and may be considered for non-public spaces only.

2.3.11. DUMPSTER: No space is available in the dumpster on site for use by the Contractor. No space is available for a project dumpster onsite.

Material is expected to be hauled off at the end of each work shift. Use of building dumpsters and trash bins is strictly prohibited.

2.3.12. RESTROOMS, BREAK SPACE, SMOKING, ATTIRE

2.3.12.1. Contractor personnel shall be allowed to use the restroom at the Loading Dock only.

2.3.12.2. Contractor personnel shall not use building lobbies, hallways, seating areas, etc. for breaks, waiting, meals, etc. Breaks shall be taken off site or in the project space if it is not visible to the staff or public.

2.3.12.3. Smoking or tobacco in any form is not allowed anywhere in the building or on the grounds of the National Court Building Complex.

2.3.12.4. All workers shall be properly attired in shirts with minimum 4 inch sleeves, long pants, and appropriate closed toe shoes with socks.

Steel toe boots may be worn as necessary for the work and as required by the Contractor. Workers shall at no time arrive on the Court grounds in tank tops, shorts, sandals, etc.

2.3.13. SERVICE ELEVATOR: Contractor shall use the service

elevator (Markey) for all vertical circulation from the loading dock.

Passenger elevators are for building tenants only. Freight elevator size is 7’-0” wide by 8’-0”/10’-0” high (ceiling has two different heights) by 4’-0” deep. Elevator and all components shall be protected from damage during use.

2.3.14. EXISTING CONDITIONS: All Government property or systems displaces, altered, or damaged during the performance of this contract other than stated in this SOW shall be restored to its original condition at no cost to the Government. These repairs, if needed, shall be executed immediately when the Contractor is notified by the Court that such repairs are required due to actions by the Contractor or his/her Subcontractors. Repair work plan and repair work requiring specialty contractors shall be approved by the Court prior to the beginning of repair work.

2.3.15. ELECTRICAL CIRCUITS UPDATES: The Contractor shall

update the circuit panel index for every electrical circuit modified as part of this SOW. The Contractor shall update the panel schedule for all new circuits added and identify all new outlets by indicating the electrical room, panel, and breaker identification. All junction boxes shall be labeled with panel and breaker numbers.

2.4. STANDARDS AND CRITERIAL DOCUMENTS

2.4.1. The Contractor shall ensure that all work performed, and materials used, under this scope of work are in accordance with the guidelines, codes and specifications of the following associations and agencies. Any conflicts or ambiguities within, or among, the referenced Standards and Criteria Documents, or any deviations from requirements contained in the Standards and Criteria Documents, shall be reported to the COR/PM in writing, for determination as to applicability. The Contractor shall use the most recent versions of these documents issued at the time the RFP for the project is issued. In the event that there are conflicting requirements, the more stringent of the two shall be used.

2.4.1.1. United States Courts Design Guide

2.4.1.2. USMS Pub 64

2.4.1.3. GSA PBS P100, 2024 Facilities Standards for the Public Buildings Service

2.4.1.4. Architectural Barriers Act Accessibility Standard (ABAAS)

2.4.1.5. PBS Order 3490.3 CHGE 1, “Security for Sensitive Building Information Related to Federal Buildings, Grounds, or Property”, March 22, 2021

2.4.1.6. IAQ Guidelines for Occupied Buildings under Construction by

SMACNA

2.4.1.7. Occupational Safety and Health regulations for construction and general industry; 29 CFR Parts 1926 and 1910

2.4.1.8. International Code Council Codes (ICC)

2.4.1.9. National Fire Protection Association (NFPA) National Fire Codes and Standards

2.4.1.10. GSA Specification Section 02085 - Asbestos Abatement Procedures (see attachments)

2.4.1.11. GSA Specification Section 02089 - Control of Polychlorinated Biphenyl Specification (see attachments)

2.4.1.12. GSA Specification Section 02090 - Control Of LBP (see attachments)

2.5. CUTTING AND PATCHING

2.5.1. The Contractor shall replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any existing warranties.

2.5.2. All substrates must be inspected, and defects repaired prior to installing new material or finish. All replacement and new materials shall match the existing in material, dimensions, color, and finish unless otherwise noted. All material selections and/or mock-ups need to be reviewed and accepted by the Court prior to ordering.

2.6. NATIONAL HISTORIC PRESERVATION ACT (NHPA)

REQUIREMENTS: This building is listed in the National Register of Historic Places. The project has been reviewed by the GSA Regional Historic Preservation Office (RHPO) who provided guidance on preservation zones and appropriate treatments. Changes shall be minimized.

2.7. ACCESSIBILITY REQUIREMENTS: Architectural Barriers Act

Accessibility Standard (ABAAS) is mandatory for all GSA projects. The building’s existing ABAAS accessibility shall be maintained at all times.

2.8. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS

2.8.1. GSA’s Fire Protection Engineers are the authority having jurisdiction (AHJ) for all GSA owned facilities.

2.8.2. Egress/Life Safety

2.8.2.1. The existing means of egress for the remainder of the occupied building shall be maintained in an NFPA 101 compliant manner at all times unless specifically approved by the GSA regional fire protection engineer.

2.8.2.2. Demonstrate compliance with the safeguarding construction and alteration operations requirements of NFPA 241. Construction activities for tenant alterations or building modernizations shall be separated from the remainder of an occupied building with walls having a minimum 1-hr fire resistant rating with 45-min opening protectives, or shall be provided with an active sprinkler system and continuous smoke partitions throughout the duration of construction.

Construction phasing and/or separation walls shall be located in such a manner to maintain an NFPA 101 compliant egress arrangement for the remainder of the occupied building (dead-ends, common paths of travel, travel distances, etc.).

2.9. HAZARDOUS MATERIAL REQUIREMENTS

2.9.1. All work, including contact with and handling of hazardous materials, the disturbance or dismantling of structures containing hazardous materials, and/or the transport and disposal of hazardous materials shall comply with the applicable requirements of 29 CFR 1910/1926, and 40

CFR 761/260-271.

2.9.2. Should suspect asbestos or lead based paint (LBP) not noted in this SOW be encountered, the Contractor shall notify the Court immediately and wait for written instructions to proceed.

2.9.3. If asbestos, LBP, or suspected asbestos or LBP containing items are indicated in the SOW, the contractor shall include in their bid the cost to hire a qualified Industrial Hygiene firm to inspect and test all noted items that are included in this project. Qualified is defined as utilizing personnel who are U.S. Environmental Protection Agency (EPA) accredited AHERA Inspectors/Management Planners or Project Designers. The inspection shall include the following:

2.9.3.1. Review existing documentation.

2.9.3.2. Visual inspection.

2.9.3.3. Sampling of any possible asbestos containing materials (ACM) and lead based paint (LBP) not identified in existing documentation.

Sampling of ACM shall conform to the requirements found in 40 CFR 763.85.

2.9.3.4. Provide sampling, testing and reporting for ACM and LBP that will be disturbed as a result of the project. If material suspected to be ACMs or LBPs are encountered, the material shall be sampled for bulk asbestos and/or lead paint chips.

2.9.3.5. Adequately test and characterize the LBP waste by the toxicity characteristics leaching procedure (TCLP) – Lead.

2.9.3.6. Provide sampling, testing and reporting for caulking, waterproofing materials, and waste generated for PCB content in accordance with 40 CFR 761

2.9.3.7. Consider all unmarked lamp capacitors and ballasts to contain PCBs, and manage these items as required by GSA Specification 02089.

2.9.4. ASBESTOS CONTAINING MATERIAL INCLUDED IN SOW

2.9.4.1. All thermal systems insulation (i.e. boiler insulation, duct insulation, pipe insulation), surfacing materials (i.e. plaster and sprayed-on fireproofing) and miscellaneous materials (i.e. asphalt flooring, ceiling tiles, adhesives and mastics, drywall, roofing, gaskets and cement board), installed no later than 1980, must be considered asbestos containing unless proven otherwise in accordance with 29 CFR 1926.1101. Work involving the disturbance, dismantling or demolition of asbestos containing materials or structures containing asbestos; or the removal and disposal of asbestos, shall also comply with the requirements of 40 CFR Part 61, Subparts A and M; 29 CFR

1910.1001 (where applicable); and GSA Specification 02085 Asbestos Abatement Procedures.

2.9.4.2. The most recent asbestos building-wide survey can be provided when requested. Materials assessed to be part of a homogenous area previously determined to be NAD need not be re-sampled.

2.9.5. LEAD BASED PAINT INCLUDED IN SOW

2.9.5.1. The Contractor shall survey the project area for LBP.

2.9.5.2. All finished/painted surfaces of buildings constructed prior to 1978 shall be considered finished with lead-based paint unless proven otherwise. The Contractor shall protect employees and the building by minimizing the creation of dust when patching/repairing/prepping existing surfaces for new paint. Dry sanding is prohibited.

2.9.5.3. Work involving the disturbance, dismantling or demolition of lead-based paint shall comply with 29 CFR 1926.62, as well as GSA Specification 02090 Lead Based Paint Abatement Procedures.

2.9.6. POLYCHLORINATED BIPHENYL INCLUDED IN SOW

2.9.6.1. Work involving the disturbance, dismantling or demolition of PCBs shall comply with GSA Specification 02089 Small PCB Items and Mercury Lamps. The Contractor shall survey the project area for PCBs per section 2.9.1. of this SOW.

2.9.6.2. Fluorescent and high intensity discharge lamps shall be managed as Universal Waste and sent to a recycler, or as Hazardous Waste, if materials are not sent to a recycler. In addition, lamps that are broken or crushed must be managed as hazardous waste unless otherwise stated in local regulations.

2.10. SUSTAINABILITY REQUIREMENTS

2.10.1. GREEN PURCHASING: All products purchased by the

Contractor shall meet strict sustainability requirements including, but not limited to, non-toxic, low VOC, low-embodied carbon, recycled content, energy efficient, and water conserving. Where products labeled FEMP-approved, Energy Star, EPA Safer Choice, EPEAT®-registered, WaterSense, or DesignLights Consortium® (DLC) Premium Certification exist, and are applicable for this project, they must be used. Products, technologies, and processes that help to reduce greenhouse gas (GHG) emissions or improve grid resiliency should be utilized.

2.10.2. ENERGY AND WATER EFFICIENCY REQUIREMENTS

2.10.2.1. The Contractor will install energy/water efficient, Green Proving Ground Validated Technologies, Energy Star rated, FEMP rated, WaterSense certified equipment where applicable. If end-of-life existing equipment is going to be replaced as part of this project, it must be with all-electric equipment. Key laws, regulations, and Executive Orders that affect the design and operation of federal buildings can be found in Section 1.3.3 of the P100.

2.10.2.1.1. Plumbing Fixtures: Faucets, toilets, urinals, and showerheads must comply with EPA WaterSense standards.

The specified items chosen in the SOW comply with the below standards. If substitutions are needed, the Contractor must provide cut sheets to document compliance and must meet the gpm or gpf minimum standard below:

2.10.2.1.1.1. Lavatory faucets: Metered - 0.25 gallons per

metering cycle

2.10.2.1.1.2. Toilets - flushometer: 1.28 gpf (WaterSense)

2.10.2.1.1.3. Toilets - tank-type: 1.28 gpf (WaterSense)

2.10.2.1.1.4. Urinals: 0.125 gpf

2.10.2.1.2. Lighting Fixtures

2.10.2.1.2.1. Lighting fixtures should match building standard where applicable.

2.10.2.1.2.2. Decorative fixtures should be approved by the

DesignLights Consortium® (DLC) with a DLC Premium Certification, followed by a Standard DLC rating if Premium is not available—as the first priority—and Energy Star certified if DLC is not available.

2.10.2.1.2.3. Lighting-inclusive projects should use efficient light-emitting diode (LED) fixtures. Where currently present or indicated to be provided in the SOW, utilize automatic lighting controls (i.e. either occupancy or vacancy sensors— the preference is for vacancy sensors) that are linked to the Building Automation System, if present.

2.10.2.1.2.4. When retrofitting an existing lighting fixture with new LED bulbs or tubular LEDs, Section 6.3.2.2 of the P100 must be followed.

2.10.2.1.2.5. Interior lighting color temperature is recommended to be 3500 K and not to exceed 4000 K.

3. CONSTRUCTION REQUIREMENTS

3.1. GENERAL

3.1.1. The Contractor shall provide all necessary labor, materials, supervision, management, quality control plan, and testing to produce work conforming to the contract documents.

3.1.2. The Contractor shall verify all demolition and layout issues with the Court before demolition or alterations begin.

3.1.3. The Contractor shall conduct a final cleaning after completion of work.

3.2. PERMITTING AND NOTIFICATIONS

3.2.1. The Contractor shall obtain and provide to the Court any applicable permits such as public space permits as required by federal, state or local jurisdictions; this includes application fees and any fines or penalties that result from noncompliance.

3.2.2. Permit for Welding, Cutting, or Brazing

3.2.2.1. The Contractor shall comply with NFPA 51B. The Contractor shall not conduct operations involving the use of open-flame, electrical arc equipment, or flammable substances until a permit for welding, cutting, and burning has been issued by the Government.

3.2.2.2. The Contractor shall complete GSA 1755 - Permit for Welding, Cutting, or Brazing. Contact the Court to obtain burn permits. Burn permits are required for each separate occurrence. Burn Permits must be displayed at the work site during burning operation. The permit duration shall be one work shift for a specific location unless otherwise agreed to by the Government and Contractor.

3.2.3. Utility Outages

3.2.3.1. Utility outages (electrical, domestic water, chilled water, steam, gas) must be scheduled with and approved by the Court at least one week prior to the outage. Two weeks is preferred. The Court must coordinate with other building tenants as well as court proceedings.

Alternate dates may be necessary to accommodate tenant schedules.

3.2.3.2. All unscheduled power and communication outages caused by the Contractor as a result of demolition or construction activities shall be restored immediately. The Contractor shall take all necessary precautions to minimize the possibility of such a disruption from occurring by conducting a thorough pre-construction survey. Failure to provide corrective actions for causing an outage as described above will result in the Government executing the repair and charging the Contractor for the full cost of the repair performed by others as well as the administrative costs of the repair.

3.2.4. Fire Protection and Life Safety System Impairment

3.2.4.1. All impairments to the building fire protection and fire alarm systems shall be submitted to the GSA building manager and Court at least 72 hours prior to any work which could affect an active fire protection or life safety system commencing. Impairment requests shall be submitted in writing.

3.2.5. Fire Watch

3.2.5.1. When a required fire alarm system or automatic sprinkler system is out of service for more than 4 hours in a 24-hour period, the Court, GSA Building Manager and AHJ shall be notified at least 7 calendar days in advance. Work cannot commence until the AHJ has given written approval of the proposed Fire Watch or building evacuation plan. Comply with NFPA 101 and OSHA 1910.252 for all Fire Watch requirements.

3.3. CONSTRUCTION SCHEDULE

3.3.1. For projects over one week in duration the Contractor shall provide the Court with a detailed work schedule within 7 calendar days of the contract award. The schedule shall contain the start date, finish date, working hours, activities and durations. All durations shall be shown in calendar days.

3.3.2. The Contractor shall be responsible for following this schedule and updating it biweekly.

3.3.3. The construction start must be scheduled within a maximum of 14 calendar days from contract award unless otherwise agreed to by the Court.

3.4. SHOP DRAWINGS / PRODUCT DATA SUBMISSIONS

3.4.1. The Contractor shall provide submittal data and shop drawings for acceptance, prior to installation, on any system and material requested by the Court.

3.4.2. Millwork shop drawings shall show all dimensions and include all visible elevations.

3.4.3. Submit data for approval of all finishes of all materials included accessories.

3.5. CONSTRUCTION INSPECTIONS

3.5.1. Coordinate with the Court construction inspections which shall be scheduled, coordinated, and performed to ensure that all specified materials, means, and methods are installed per code compliance and contract. At a minimum, inspections must be performed at the following intervals:

3.5.1.1. Interior layout floor markings (before partitions are placed)

3.5.1.2. Final inspection (after all construction is complete)

3.5.2. Inspections include, but are not limited to the following: adherence to construction documents; contract requirements; equipment, materials, and workmanship; defects and omissions; problems encountered; quality of work in place.

3.5.3. Key personnel from the Contractor shall be in attendance in person at all inspections directly related to their discipline.

3.6. CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT:

Provide separation, dust control, HVAC protection and other IAQ strategies as required by the SMACNA “IAQ Guidelines for Occupied Buildings under Construction”.

3.7. COORDINATION OF WORK: The Contractor shall coordinate the work of this contract with that of other contractors in the building at the same time.

3.8. MODIFICATIONS / CHANGE ORDERS: A Contract Modification (Change Order) will only be approved if the CO agrees that additional work to be performed by the Contractor, as a result of resolution of an RFI, is beyond the original scope of work. No additional work shall be performed until an executed contract modification has been awarded. Proposals from sub-contractors shall be included in any proposal requested by the Contracting Officer.

4. CONTRACT ADMINISTRATION

4.1. PERSONNEL QUALIFICATIONS

4.1.1. The Contractor shall provide a dedicated construction management personnel capable of executing at a minimum the following services:

4.1.1.1. Ensure a successful project completion.

4.1.1.2. Review the scope of work and intent with Court.

4.1.1.3. Attend all required project meetings.

4.1.1.4. Provide action items and follow up on all outstanding issues.

4.1.1.5. Coordinate the order, preparation, delivery, and installation of all equipment and materials provided in the proposal.

4.1.1.6. Provide and continuously update the project schedule.

4.1.1.7. Supervise site work.

4.1.1.8. Serve as the “competent person” as defined by OSHA for all jobsite hazards.

4.1.1.9. Coordinate with manufacturers, sub-contractors and installers.

4.1.1.10. Communicate and coordinate in good faith with other contractors and stakeholders.

4.1.1.11. Speak English fluently.

4.1.2. CONTRACTING OFFICER ACCEPTANCE: The CO shall accept or reject personnel proposed by the Contractor. The Contractor shall make a timely and prompt re-submittal to provide other personnel required to replace any that are rejected by the CO, both at initial submittal or any subsequent rejection or substitution of personnel.

4.1.3. PERSONNEL SECURITY REQUIREMENTS

4.1.3.1. The Contractor shall staff the project with workers with HSPD- 12 clearance or provide the appropriate number of supervisors with HSPD-12 clearance to escort other workers.

4.1.3.2. All workers shall have a valid ID card on them at all times.

4.1.3.3. All workers shall go through security screening upon arrival to the National Courts Building Complex to receive a temporary, daily contractor badge.

4.1.3.4. Badges must be worn above the waist and below the neck in a visible fashion at all times by the Contractor while in the facility.

4.1.3.5. No extensions for schedule will be given for failure to provide credentialed personnel in a timely manner.

4.1.3.6. The court does not provide HSPD-12 clearance services.

4.1.4. ESCORTING

4.1.4.1. Upon entering and departing the facility or building, each contractor must sign in and out.

4.1.4.1.1. Workers arriving during business hours should enter through the first-floor building lobby to be screened, signed and logged in, and issued a contractor badge. They should leave through the same lobby to sign and be logged out and turn in the contractor badge.

4.1.4.1.2. Workers arriving after business hours should report to the Command and Control center window on the garage entry drive ramp for instructions. They will be allowed to enter and be screened, signed and logged in, and issued a contractor badge.

They should leave through the same process to sign and be logged out and turn in the contractor badge.

4.1.4.2. All Contractor personnel not authorized to be unescorted shall be 'escorted' at all times in compliance with the HSPD-12 escorting requirements. It is solely the responsibility of the Contractor to escort the labor crews/subcontractors and directly supervise during all durations of work. Government employees will not escort in place of the Contractor.

4.1.4.3. Escorts must be with and watch contractor employees at all times, including in the loading dock. Arrival and departure times and gathering places shall be coordinated by the Contractor to allow for proper escort on site at all times.

4.1.4.4. The number of contractor employees per escort is limited to 5.

4.1.4.5. Contractors must send a weekly access list to Court PM/COR.

PM/COR will submit list to the security team.

4.1.4.6. Workers shall not share door codes to allow themselves or others to bypass the security requirements for entry and exit.

4.1.4.7. Failure to comply with these requirements shall result in the expulsion and banning from the National Court Building Complex.

4.2. COMMUNICATION: The Contractor shall reply to correspondence from the Court within 1 business day. The CO and COR/PM shall be included on all correspondence.

4.3. PROJECT CLOSEOUT

4.3.1. The Contractor shall complete all punch list items prior to the completion of project closeout.

4.3.2. Final Manufacturer Inspection and Test: Manufacturer

recommendations shall be followed for all inspection and test procedures if applicable.

4.3.3. Guarantee: In addition to any manufacturer’s warrantees, the Contractor shall guarantee all labor, materials, and Contractor furnished equipment provided under this contract for a period of no less than one year from the final acceptance approval date for all work under this contract. Service and/or repair requests during the guarantee period shall be provided within 24 hours of notification by the Government and shall be completed within 48 hours of notification. Should the Contractor fail to comply with the provisions of this guarantee, the Government shall reserve the right to perform the necessary repairs and back charge the Contractor.

4.3.4. Release of Claims: The Contractor shall furnish the Government with a release of all claims against the Government under the applicable portions of this contract.

4.4. FEE & PAYMENT

4.4.1. The Contractor shall be paid as outlined in the Request for Proposals Applicable Judiciary Terms and Conditions section.

4.4.2. Prior to final payment for the project, the Contractor shall complete all items in sections for Project Closeout.

5. ATTACHMENTS

5.1. Existing Photos

5.2. Design Drawings

5.3. Cut Sheets

5.4. NCB Contractor Access Requirements

5.5. V8 GSA NCR SOW Construction Services

Existing Photos

Existing Photos – Gym Ceiling, Lights and Lockers

Existing Photos – Gym Ceiling, Lights and Lockers

Design Drawings

See following pages.

DN UP

DO NOT DELETE THISDO NOT DELETE THISDO NOT DELETETHISDO NOT DELETE THISDO NOT DELETE THISDO NOT DELETETHIS1/8"1/4"THIS IS ALEADER

Pamela Patrick Callout

GYM SPACE

50-75 FOOTCANDLE LIGHT LEVEL MINIMUM

Pamela Patrick Callout

REMOVE LOCKERS

Pamela Patrick Callout

REMOVE LOCERS AND INSTALL NEW

Pamela Patrick Callout

REMOVE DRINKING FOUNTAIN AND INSTALL NEW

Cut Sheets

See following pages.

Model LZS8WSAP Enhanced Filtered Bottle Filling Station & Single ADA Cooler Arctic White Lead Reduction Drop Down Wrapper TAG_______________

In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user.

When making a comparison of other producers’ offerings, be certain these features are not overlooked.

Elkay REV 04022026 1-800-260-6640 | SVtechservice@Elkay.com © 2026 Page 1 LZS8WSAP Patent zurn-elkay.com/patents LZS8WSAP_spec.pdf

PRODUCT SPECIFICATIONS

Enhanced Filtered Bottle Filling Station & Single ADA Cooler Arctic White Lead Reduction Drop Down Wrapper. Chilling Capacity of 8.0 GPH (gallons per hour) of 50 F drinking water, based on 80 F inlet water and 90 F ambient, per ASHRAE 18 testing. Features shall include Quick Filter

Change, Antimicrobial*, Automatic Filter Status Reset, Energy Savings, Filtered, Hands Free, Laminar Flow, Real Drain, Visual Filter Monitor, Green Ticker™, Alcove Light. Furnished with Flexi-Guard ® Safety bubbler.

Electronic Bottle Filler Sensor with Electronic Front and Side Bubbler Pushbar activation. Product shall be Wall Mount (On Wall), for Indoor applications, serving 1 station(s). Unit shall be certified to UL 399 and CAN/CSA C22.2 No. 120.

Special Features: Quick Filter Change, Antimicrobial, Automatic Filter Status Reset, Energy Savings, Filtered, Hands Free, Laminar Flow, Real Drain, Visual Filter Monitor, Green Ticker™, Alcove Light

Finish: Arctic White (A)

Power: 115V/60Hz

Bubbler Style: Flexi-Guard ® Safety

Activation by: Electronic Bottle Filler Sensor with

Electronic Front and Side Bubbler Pushbar

Mounting Type: Wall Mount (On Wall)

Chilling Capacity+: 8.0 GPH

Full Load Amps 5

Rated Watts: 370

Dimensions (L x W x H): 18-3/8" x 19" x 39-7/16"

Approx. Shipping Weight: 85 lbs.

Installation Location: Indoor

No. of Stations Served: 1 +Based on 80° F inlet water & 90° F ambient air temp for 50° F chilled drinking water.

Special Note: Retrofit accessory, plumbSMART Gateway, and Account required for cloud connection.

COOLING SYSTEM

• Compressor: Hermetically-sealed, reciprocating type, single phase.

Sealed-in lifetime lubrication.

• Condenser: Fan cooled, copper tube with aluminum fins. Fan motor is permanently lubricated.

• Cooling Unit: Combination tube-tank type. Continuous copper tubing with is fully insulated with EPS foam that meets UL requirements for self-extinguishing material.

• Refrigerant Control: Refrigerant R-134a is controlled by accurately calibrated capillary tube.

• Temperature Control: Easily accessible enclosed adjustable thermostat is factory preset. Requires no adjustment other than for altitude requirements.

Additional Finishes:

Midnight Black (M) Stainless Steel (S)

Included with Product: Bottle Filler, Water Cooler, Filter

Ships in one box.

A Century of Tradition and Quality.

For more than 100 years, Elkay has been making innovative products and providing exceptional customer care. We take pride in offering plumbing products that make life easier, inspire change and leave the world a better place.

PRODUCT COMPLIANCE

ADA & ICC A117.1

ASME A112.19.3/CSA B45.4

CAN/CSA C22.2 No. 120

FCC & ISED

NSF/ANSI 42, 53, 61 (Q≤1), 372 (lead free), & 401

UL 399

This Zurn Elkay product has a certified Environmental Product Declaration (EPD) that complies with an independently verified life cycle assessment (LCA). Visit Product Declarations and Certifications for more information.

Complies with ADA & ICC A117.1 accessibility requirements when installed according to the requirements outlined in these standards. Installation may require additional components and/or construction features to be fully compliant. Consult the local Authority Having Jurisdiction if necessary.

Installation Instructions (PDF) - 2000002197

5 Year Limited Warranty on the refrigeration system of the unit.

Electrical components and water system are warranted for 12 months from date of installation. Warranty pertains to drinking water applications only. Non-drinking water applications are not covered under warranty.

Warranty (PDF)

PART:________________________________QTY: _____________

PROJECT:______________________________________________

CONTACT:______________________________________________

DATE:__________________________________________________

NOTES:_________________________________________________APP

ROVAL:_____________________________________________

mailto:SVtechservice@Elkay.com http://www.elkay.com/products/details/lzs8wsap http://www.elkay.com/products/details/lzs8wsap https://www.zurn.com/patents https://zurnelkay.com/sustainability/products https://zurnelkay.com/sustainability/products http://www.elkayfiles.com/care-cleaning-install-warranty-sheets/2000002197.pdf http://www.elkayfiles.com/care-cleaning-install-warranty-sheets/96993c.pdf

In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user.

When making a comparison of other producers’ offerings, be certain these features are not overlooked.

Elkay REV 04022026 1-800-260-6640 | SVtechservice@Elkay.com © 2026 Page 2 LZS8WSAP Patent zurn-elkay.com/patents LZS8WSAP_spec.pdf

Features

• Drop-down wrapper provides easy access to filter from front and side of cooler for convenient and efficient filter change in under a minute

• The included 6,000-gallon filter is tested and certified to NSF 42, 53 and 401 for lead, microplastics, Class 1 particulate, chlorine taste and odor reduction

• Touchless, sensor activation (bottle filler) designed for easy use; easy-to-operate push-bar activation (bubbler)

• Hermetically sealed refrigeration system provides chilled water

• Fill rate is 1.1 GPM. Laminar flow provides clean fill with minimal splash. Real drain system eliminates standing water

• Intuitive series of blue LED filter status lights accurately displays filter capacity, providing peace of mind to all users that system is properly filtering contaminants

• System automatically recognizes new filter and updates LED lights back to blue

• Green Ticker™ informs user of number of 20 oz. plastic water bottles saved from waste

• Key plastic components are manufactured with silver ion antimicrobial agent helping to provide clean, stain- and odor-free surfaces

• Low-energy LED light encourages use, assists with filling dark bottles and illuminates in dark hallways

• One-box packaging so the cooler and bottle filler ship together • Connected-ready; use our retrofit accessory to set up wireless monitoring, track water usage and more. Accessory sold separately

*Antimicrobial claims are in reference to components manufactured antimicrobial agents, helping to provide clean, stain- and odor-free surfaces.

Optional Accessories

51600C

WaterSentry® Lead + Microplastics NSF/ANSI Certified 6000 Gal 12 Month Filter

Spec Sheet (PDF)

LKAPREZA

Cane Apron for EZ Arctic White

SSBFUP

Universal Back Panel Assembly Kit for Single Coolers with Bottle Filler

MLP100

In-wall Carrier for Single-station On-wall Bottle Fillers Coolers & Fountains

PLZSRK-W1

Connected Retrofit Kit with Endpoint Board for Enhanced Filtration Bottle Filling Stations mailto:SVtechservice@Elkay.com http://www.elkay.com/products/details/lzs8wsap http://www.elkay.com/products/details/lzs8wsap https://www.zurn.com/patents http://www.elkay.com/products/details/51600c http://www.elkay.com/products/details/51600c http://www.elkayfiles.com/spec-sheets/51600c_spec.pdf http://www.elkayfiles.com/spec-sheets/51600c_spec.pdf http://www.elkay.com/products/details/lkapreza http://www.elkay.com/products/details/lkapreza http://www.elkayfiles.com/spec-sheets/lkapreza_spec.pdf http://www.elkayfiles.com/spec-sheets/lkapreza_spec.pdf http://www.elkay.com/products/details/ssbfup http://www.elkay.com/products/details/ssbfup http://www.elkayfiles.com/spec-sheets/ssbfup_spec.pdf http://www.elkayfiles.com/spec-sheets/ssbfup_spec.pdf http://www.elkay.com/products/details/mlp100 http://www.elkay.com/products/details/mlp100 http://www.elkayfiles.com/spec-sheets/mlp100_spec.pdf http://www.elkayfiles.com/spec-sheets/mlp100_spec.pdf http://www.elkay.com/products/details/plzsrk-w1 http://www.elkay.com/products/details/plzsrk-w1 http://www.elkayfiles.com/spec-sheets/plzsrk-w1_spec.pdf http://www.elkayfiles.com/spec-sheets/plzsrk-w1_spec.pdf

In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user.

When making a comparison of other producers’ offerings, be certain these features are not overlooked.

Elkay REV 04022026 1-800-260-6640 | SVtechservice@Elkay.com © 2026 Page 3 LZS8WSAP Patent zurn-elkay.com/patents LZS8WSAP_spec.pdf mailto:SVtechservice@Elkay.com https://www.zurn.com/patents