Attachment 1 ATF Relocatable Facilities SOW.pdf

FA480924Q0037

Attachment 1

STATEMENT OF WORK

FOR DESIGN AND LEASE SERVICES

VKAG 24-1010

Air Task Force (ATF) Relocatable Facility

For

Seymour Johnson Air Force Base (AFB) North Carolina

17 Jan 2024

VKAG 24-1010 Air Task Force Relocatable Facility

STATEMENT OF WORK (SOW)

1.0 PURPOSE

This Statement of Work (SOW) defines the requirements to design and lease a Modular Administrative Facility to Seymour Johnson Air Force Base, North Carolina.

2.0 SCOPE

2.1 Contractor to provide all relevant design and lease services stated and depicted in this provided SOW.

This work includes, but is not limited to, the work described in section 3.0 “Description of Work.”

Contractor shall follow all applicable and current codes and practices.

2.2 Initial Design and revisions: Design services/pricing shall include an initial design with up to two (2) additional revisions at the submitted proposal cost.

3.0 DESCRIPTION OF WORK:

3.1 PROJECT SUMMARY

3.1.1 Project Description

3.1.1.1 General:

A. Background: Secretary of the Air Force mandates that Seymour Johnson AFB provide approximately 8,400 SF of administrative space to an Air Task Force (ATF) Command Element, consisting of 47 personnel and scheduled to arrive Summer 2024. Seymour Johnson AFB will not have required administrative space available when the ATF arrives so unit will be housed in a temporary facility until project(s) completed that provide long-term office space.

3.1.1.2 General Scope:

A. The Contractor shall provide a Modular Office Building (including communications, water, sewer, and electrical services) as part of a design and lease contract to provide temporary administrative office space in support of an Air Task Force command element. An example of an internal modular layout is depicted in Appendix A. The number of rooms, cubicles, and bathrooms shall be as depicted as in this notional floorplan; however, design considerations and space management will dictate actual layout and room dimensions, to include the size and configuration of the temporary building. The building size can be scaled, and the actual size will be allowed to vary slightly to fit as required in the generalized area depicted by the red siting square of Figure 2. Once the lease is complete the Contractor shall remove the Modular Office Building as part of the contract and return the site to its original condition (terminate temporary utilities) and establish groundcover.

B. See Specification Section 010000 General Conditions

3.1.2 General Code Requirements

3.1.2.1 General: The Contractor shall utilize the following documents for the production of the design and lease. Applicable codes specific to construction, materials and systems to be specified by the Contractor.

A. Refer to Appendix B for building codes and guides that shall be in effect during the design and lease project:

B. Refer to the Whole Building Design Guide (wbdg.org) for specific Unified Facilities Criteria applicable for this project.

3.2 SPECIFIC TASKS

3.2.1 The Contractor shall provide modular administrative facilities to the Government based on requirements and intended facility location. The facility will include but is not limited to providing office space, break room/kitchen space, and lavatory space. Requirements for this facility are included as Appendix A to this SOW.

3.2.3 Facilities must have windows. Administrative Air Force facilities must abide by UFCs 1- 200-01 and 4-610-01.

3.2.5.1 In areas specified for Secure Internet Protocol Router (SIPR) capabilities, these windows must be capable of being completely blocked. Acceptable methods include blackout curtains, being covered with a permanent construction material (i.e., plaster, gypsum wallboard, metal panels, hardboard, wood, plywood, or other materials) or be removed completely.

Notional layout provided in Appendix A.

3.2.4 Contractor laydown/access: The contractor is allowed to store materials, etc. in the grassy area immediately NE of the intersection of Jabara and Fickle Streets. Dumpster and trash containers are also allowed in this area. Contractor shall restore any disturbed areas with topsoil and centipede sod.

3.2.5 The Contractor shall complete all utility work internal to the facility and all necessary utility connections for the facility including but not limited to water, fire suppression, gas, electric, sewer, and communication. All coordination with the utility owner is the responsibility of the contractor. The water, electric, and fire water lines at Seymour Johnson AFB are government owned. Sewer and communication lines are government owned as well. The gas lines are owned by Piedmont Natural Gas.

3.2.5.1. Any infrastructure which must be constructed from the facility’s points of demarcation (5’ line) to the privatized or base-owned utility, shall be completed by the government.

3.2.5.2. The Government shall install any proprietary government switches and equipment. All communication cables and equipment will be installed in accordance with (IAW) the standards specified in Appendix B. All installed Unshielded Twisted Pair (UTP) cable and termination equipment (patch panels, wall outlets, etc.) shall be TIA/EIA 568 compliant. All Category 6 UTP patch panels will be modular snap in type 8-pin jacks (non-110 style) on backside of jack. All cables will be fanned and formed using Velcro. All cables shall be plenum rated. Cable supports will be installed IAW the standards specified in section 6. Install cable pathway horizontal and vertical management supports for all installed cable, user drop cables, and intra-building backbone cables. The Contractor shall furnish and install industry-standard fire stop material IAW the standards specified in section 6 at all wall/ceiling penetrations for the cable pathways to seal all openings created. Cable supports shall be suitable for facility construction and be installed in accordance with referenced standards. All user drop cables will be connected end to end (continuous length) from the user outlet to the communication closet patch panel. Each user drop outlet will be a duplex modular outlet with two jacks and requiring two separate 4-pair cables, terminating all conductors on both Comm room and user drop outlet. Under no circumstances shall cable pairs be split to support multiple jacks or outlets. All user drops shall be terminated to patch panels. All cables, modular jacks, and patch panels shall be labeled IAW TIA/EIA standards. A duplex modular outlet will be installed 6” away from power outlets in general office spaces. Additional communications outlets may be specified by the customer or other utility providers. All Secure Internet Protocol Router (SIPR) cables must be encased in conduit in accordance with NSTISSI 7003 and UFGS 27-05-29.0010.

3.2.6 The Contractor shall grade and restore the ground around the leased facility for proper stormwater drainage (including gutters on the leased facility where necessary). When the leased facility is demobilized, the ground shall be restored.

3.2.7 The Contractor shall maintain the leased facility for the duration of the contract for routine and emergency situations, including but not limited to HVAC filter replacement, replacing worn out tiles or carpet, and fixing plumbing leaks and door locks. Contractor will clear any plumbing stoppages, replace fixtures as needed and test backflow annually. Contractor shall respond within two (2) hours to an emergency, defined as a threat to safety or work stoppage. Contractor shall respond to other work orders within five (5) calendar days. Fe a method for documenting and tracking maintenance requests. See Service Summary – Section 4.0 of this SOW.

3.2.8 Contractor-provided locks shall be fully compatible with the base standard interchangeable figure eight with the 7 Pin small format interchangeable core (SFIC) BEST CORMAX™ system manufactured by the BEST Dormakaba Group, BEST Lock Company. Government will rekey and install cores after trailers have been set up, then issue a master key to the contractor for maintenance. In areas specified for Secure Internet Protocol Router (SIPR) capabilities, these doors must have locks. Notional layout provided in Appendix A.

3.3 SITE DESIGN CRITERIA

3.3.1 General Requirements

3.3.1.1 Governing Codes, Standards, and Regulations

A. Design and construction of the facility shall comply with codes found in Appendix B.

3.3.2 Modular Building

3.3.2.1 Anti-Terrorism Force Protection

A. UFC 4-010-01 dated 12 December 2018, paragraph 1-7.6.2 covers 'Temporary and Relocatable Buildings”. The paragraph states that "Temporary and relocatable buildings that are intended for use for less than 5 years in non-expeditionary environments are exempt from all provisions of these standards.” Modular units meet this description and are exempt from the AT/FP requirements of UFC 4-010-01.

3.3.2.2 Installation

A. Underground utilities are shown on the Conceptual Modular Site Plan in Appendix A and shall be located prior to installation of modular buildings. Modular building anchors shall not be placed over any active utilities.

B. Ground beneath footprint of modular buildings shall be scraped to a minimum depth of 4” to remove topsoil and grass.

C. Provide foundation/bedding per modular buildings requirement or if none, provide minimum 4” Crushed Aggregate Base Course (CABC) beneath footprint of modular buildings. CABC shall be sloped a minimum of 1% towards the outside of the building for drainage.

D. Impenetrable skirting must be installed around entire base of the modular building. Any openings into the maintenance crawl space below the modular building must have sturdy padlocks.

E. Provide concrete footers as required for stairs and ramps to modular buildings.

F. Repair any curb and gutters and sidewalks damaged during the installation of the temporary facility.

3.3.2.3 Potable Water Service

A. Contractor is responsible for providing utility line connection points extending up to 5 feet out from the exterior perimeter of the facility.

3.3.2.4 Sanitary Sewer

A. Contractor is responsible for providing utility line connection points extending up to 5 feet out from the exterior perimeter of the facility.

3.3.2.5 Storm Sewer

A. Provide positive drainage away from modular buildings.

3.3.3 Demobilization of Modular Buildings

3.3.3.1 Potable Water Service

A. Disconnect modular utility line enabling removal of modular buildings.

3.3.3.2 Sanitary Sewer

A. Disconnect modular utility line enabling removal of modular buildings.

3.3.3.3 Modular Building CABC Footprint

A. Remove CABC and provide and establish centipede sod for all disturbed areas.

3.3.3.4 Concrete Footers

A. Remove concrete footers for stairs and ramp to modular building. Backfill, compact, return to existing grade and provide centipede sod.

3.3.3.5 Centipede Sod

See Specification Section 02938 Sod (Appendix C)

3.3.3.6 Damage

A. Repair any curb and gutters and sidewalks damaged during removal of the temporary facility.

3.3.3.7 Electrical

A. Remove all equipment, supporting structures, and feeders installed to provide power to temporary modular office building. Equipment and underground feeders shall not be abandoned in place any curb and gutters and sidewalks damaged during removal of the temporary facility.

3.4 MODULAR OFFICE BUILDINGS DESIGN CRITERIA

3.4.4 Codes and Standards

3.4.4.1 General

A. Design, fabrication, and installation shall be in accordance with the codes in Appendix B.

B. Foundations: Install concrete footings and masonry piers as per Third Party Approved construction drawings provided by the modular building manufacturer.

3.4.4.2 Building Envelope

A. Provide 4’x8’ metal canopies at all building entrances. Facility shall appear to have a continuous fascia. Main color to be beige and trim/fascia to be a dark bronze.

3.4.4.3 Interior Partitions

A. Partitions separating private offices and conference room shall have sound batts in the cavity to allow private conversations with the door closed. Private offices and conference room shall also have floor-to-ceiling walls, as well as restrooms.

B. In areas specified for Secure Internet Protocol Router (SIPR) capabilities, these partitions must extend from floor to true ceiling and be composed of permanent construction materials (i.e., plaster, gypsum wallboard, metal panels, hardboard, wood, plywood, or other materials).

Notional layout provided in Appendix A.

a. SIPR-capable conference room must be at least 10ft from exterior foot of compound with restricted access beneath modular buildings.

3.4.4.5 Building Finishes

A. Provide carpet tile flooring and resilient base in all office areas and corridors.

B. Provide vinyl composite tile flooring and resilient base in Group Toilets, Custodian Room and

Communications Room.

C. Provide vinyl coated gypsum wall board panels with joint covers at all interior walls.

D. Ceiling height shall not be less than 8’-0” AFF. Ceiling tiles in restrooms shall be moisture resistant, anti-microbial type.

3.4.4.6 Specialties

A. Provide solid plastic toilet partitions and urinal screens and provide stainless steel toilet accessories.

B. Provide acrylic panel sign for each office/space to receive paper inserts. Numbering and text copy shall be as directed by the Contracting Officer.

C. Provide fire extinguishers in metal fire extinguisher cabinets at locations required by NC Building Code.

3.4.4.7 Plumbing

A. Plumbing Fixtures: All bathroom fixtures shall be porcelain. Kitchen/break sinks shall be stainless. Utility sinks can be plastic/fiberglass. All flush valves and faucets shall be chrome.

Provide flush valves at flushing fixtures.

B. Electric water heater: Size water heater and provide expansion tank as required per NC Building Code.

C. Contractor shall be responsible for installation of main water supply including backflow preventer and connection to modular building water supply system.

D. Contractor shall be responsible for installation of crawl space waste lines and connection to main sewer system.

3.4.4.8 HVAC System

A. Heat Pump Units General: Furnish and install a 208 volt, 1-phase, self-contained, vertical, exterior wall mount, through-the-wall heat pump. The unit shall be approved and listed by Intertek ETL Listed (ETL US/C). Unit shall be factory assembled, pre-charged, pre-wired, tested and ready to operate. Unit performance shall be certified in accordance with the Air Conditioning, Heating, and Refrigeration Institute Standard 390-2003 for Single Package Vertical Units. Unit efficiency shall be specified by EER and COP. Unit capacities shall comply with NC Building Code requirements.

B. Contractor may also meet heating/cooling needs through PTACs, or a combination of package unit(s) plus PTACs. Ultimately, HVAC design/configuration must provide proper and adjustable environmental conditions throughout the building.

C. Filtration: Provide two-inch throwaway fiberglass-pleated filter in the Return Air grill, accessible from the building interior. Provide a separate one-inch throwaway filter in the Fresh Air inlet accessible from the building exterior. Meet MERV 8.

D. Power Vents: Provide Power Exhaust Vents at each toilet and custodian room.

3.4.4.9 Electrical

A. Electrical Panels: Provide service entrance rated size panels as required by NEC. Verify Panel location with Contracting Officer prior to construction of units.

B. Exit Signs: Provide wall-mounted, illuminated fixtures with battery back-up. Provide Exit Signs at locations as required by NC Building Code.

C. Provide interior Double Head Emergency Lights as required by NC Building Code.

D. Receptacles: Provide receptacles per Paragraph 3.6.

3.4.4.10 Special Systems

A. Provide telecommunication system outlet boxes and raceways per Paragraph 3.8. Locate outlet boxes per requirements Paragraph 3.6.

B. Design and construction for the telecommunication distribution portion of the Temporary Modular Office Building portion of the project shall include:

a. Provide underground direct-buried 4” conduit from just outside the modular into the modular telecommunications room.

3.4.4.11 Delivery

A. Contractor is responsible for transporting modular building to designated sites in an acceptable manner. Contractor will coordinate and provide all permits, personnel, police escort, and equipment necessary to move modular buildings. Contractor shall repair modular building damaged during transportation to the satisfaction of the Government and with no additional cost to the Government.

3.4.4.12 Installation

A. Coordinate with Government on the color scheme of the modular. Colors will need to closely match local Installation Facility Standards (IFS) of adjacent facilities.

B. Contractor shall install minimum 8’x 8’ platforms, stairs and ramps at each entrance of the modular buildings. Live load requirements for platforms, ramps and stairs shall be minimum 100 pounds per square foot.

3.5 ELECTRICAL SERVICES AND DISTRIBUTION DESIGN CRITERIA

3.5.1 General Requirements

3.5.1.1 Governing Codes, Standards, and Regulations: See Appendix B.

3.5.1.2 Temporary Modular Office Building

A. Design and lease for the electrical distribution portion of the Temporary Modular Office Building portion of the project shall include:

1. Provide complete electrical distribution to feed the internal branch circuit panelboards furnished with the modular unit. Government shall provide a medium voltage pad mount transformer. Distribution will include a main service distribution panelboard with main breaker, and all underground secondary feeders for the complex. Size and voltages shall be determined by contractor and shall be as required to support all of the loads for the modular offices. Government will provide primary feeder connection to feed medium voltage pad mount transformer. Provide all internal equipment and conduits as required to make the connection to this pad mount transformer. Provide free-standing support structure with concrete base for the service distribution panelboard. Provide all feeders from service distribution panelboard to the modular unit and associated utilities. All equipment shall be concealed to the west side of the complex.

3.6 ELECTRICAL LIGHTING AND BRANCH CIRCUIT WIRING CRITERIA

3.6.1 General Requirements

3.6.1.1 Governing Codes, Standards, and Regulations: See Appendix B.

3.6.1.2 General Scope:

A. General purpose duplex receptacles in corridors shall be located no more than 50 feet (15 m) on center and 25 feet (7.5 m) from corridor ends.

B. Enclosed Office Spaces:

1. Individual offices shall have a minimum of (3)-three duplex receptacles and a minimum of two telecommunications outlets.

2. Conference rooms shall be served in the same fashion as general office space.

3. No more than 6 receptacles (3 offices) per branch circuit.

C. Workstation in Open Office Space & Reception Areas:

1. Workstations shall have a minimum of (2)-two duplex receptacles and a minimum of

(1)-one telecommunications outlet.

2. Provide dedicated receptacle for copy machine for each open office space and reception area. Provide second dedicated receptacle for open office areas exceeding 400 SF.

3. Provide additional receptacles in open offices spaces, reception areas, and similar spaces such that no wall space greater 4’ wide is more than 10’ from a receptacle.

4. No more than 6 receptacles (or 3 workstations) per branch circuit.

D. Janitor Closets, Electrical, Mechanical, & Storage Rooms: Provide a minimum of one general purpose receptacle. Install receptacle by door under light switch. Receptacle shall be ground fault circuit interrupting type where required by code.

E. Communications Room (IT Closet): Provide at least two dedicated 20 A, 120-vol t duplex receptacle per equipment rack, and additional convenience outlets at 6-foot (1.8m) intervals around the walls and a bus bar with direct connection to the main building grounding system.

Also provide power to rack mounted equipment in the center of rooms from outlets mounted to cable tray above racks.

F. Break Room: Provide a dedicated 20A, 120V duplex receptacle for one refrigerator. Provide dedicated 20A, 120V duplex receptacle above counter for microwave. Provide two GFCI duplex receptacles above counter, one on each side of sink and three general purpose receptacles equally spaced around room.

G. Provide dedicated circuits for the head-end equipment for all low-voltage systems including but not limited to the following:

1. Telephone

2. Fire Alarm – additionally provide dedicated circuits for remote notification appliance circuit (NAC) panels.

H. Toilet Rooms: Each toilet room shall have at least one GFCI duplex receptacle at the vanity or sink at 48” AFF to the top. For gang toilets, provide one additional GFCI duplex receptacle (20” AFF to the top) at the entrance to the room.

I. In areas other than those outlined above, no more than 6 duplex receptacles shall be powered from one 20A, 120V circuit.

3.7 FIRE DETECTION AND ALARM SYSTEM DESIGN CRITERIA

3.7.1 General Requirements

3.7.1.1 Governing Codes, Standards and Regulations

A. Design and construction of the facility shall comply with the codes in Appendix B.

B. Although the modular unit will exceed 5,000 sf (UFC 3-600-01, Para. 9-7.2.1.3), use of heat detectors instead of a sprinkler system for this modular unit will suffice based on Authority Having Jurisdiction (AHJ) decision.

3.7.1.2 Basic System Description

A. The Fire Alarm system may be tied into the installation’s Monaco system; however, a stand-alone/local alarm may be used. Fire Alarm pull stations shall be located within five (5) ft of exits.

The Fire Alarm Control Panel must be protected by a smoke detector. With no sprinkler system, four (4) 10-lb portable ABC fire extinguishers shall be located in the facility. Fire alarm system wiring shall be Class B. The fire alarm system shall comply with NFPA 72 and mass notification system shall comply with NFPA 72 Fire Alarm Signaling Code and UFC 4-021-01.

3.7.2 Operation

3.7.2.1 General Requirements

A. Provide a complete fire alarm and fire detection system to be wired, connected, and left in operating condition. Include sufficient control panels, annunciators, manual stations, automatic fire detectors, smoke detectors, notification appliances, wiring, terminations, electrical boxes, NAC panels, booster power supplies, amplifiers and batteries, annunciators, and other necessary material for a complete operating system.

B. The system alarm operation subsequent to the alarm activation of any manual station, automatic detection device, or sprinkler flow switch shall be as follows:

1. All voice alarm notification appliances shall sound a continuous fire alarm signal in march time tone until silenced by the alarm silence switch at the control panel or at the remote annunciator.

2. All visible alarm notification appliances shall flash continuously until the system is reset. All strobes shall be synchronized. Visible alarms shall remain on if system is silenced.

3. The audible alarms shall be inhibited from being silenced for a period of one

(1) minute after commencing operation.

4. Any subsequent zone alarm shall reactivate the alarm notification appliances.

C. The control panel shall have a supervisory service LED and a dedicated supervisory service acknowledge switch.

1. Pressing the acknowledge key shall silence the supervisory audible signal while maintaining the supervisory service LED "on" indicating the off-normal condition.

2. Restoring the valve to the normal position shall cause the supervisory service LED to extinguish, indicating restoration to normal.

D. Power failure, open circuit, or other abnormal conditions in the circuits of a building fire alarm system shall cause the trouble signal to sound and the amber trouble light to glow. Trouble condition shall be displayed on the LCD display, indicating which circuit is in a disarranged condition. The silencing pushbutton may be selected to silence the audible trouble signal, but the trouble lamp shall not be extinguished until the abnormal condition is rectified.

E. The fire alarm system shall monitor the integrity of all alarm initiating and notification appliance circuits and shall be provided with automatically charged standby batteries to maintain system operation for 24 hours in the normal supervisory mode plus have sufficient capacity to operate in the alarm mode for 15 minutes at the conclusion of this supervisory time period.

Batteries shall be supervised for connection to the system and a low voltage threshold. The automatic battery charger shall be capable of charging fully discharged system batteries to 100% capability in 24 hours. Provide battery calculations as part of submittal package. Full alarm discharge current shall not exceed 1-1/2 times the rated amp-hour capacity of the batteries provided.

F. All control equipment must have transient protection to comply with UL 864 requirements.

G. All fire alarm panels, power supplies, and other equipment requiring 120V power shall be supplied by dedicated circuits with feed-through type surge suppression and breaker locks.

Provide surge suppression on all fire alarm circuits entering and exiting the building.

H. The system shall have the capability of recalling alarms and trouble conditions in chronological order for the purpose of recreating an event history.

I. The fire alarm control panel and wiring systems must have a minimum of 20% spare capacity.

3.7.3 Supervision

3.7.3.1 General Requirements

A. The system shall contain Class B independently supervised initiating device circuits. The alarm activation of any initiation circuit shall not prevent the subsequent alarm operation of any other initiation circuit.

B. There shall be a sufficient quantity of independently supervised and independently fused notification appliance circuits for strobes. The system shall provide for maximum quantity of notification circuits for initial and total build-out. Disarrangement conditions of any circuit shall not affect the operation of other circuits. Strobe notification appliance circuits shall be arranged for Class B operation.

C. The incoming power to the system shall be supervised so that any power failure must be audibly and visually indicated at the control panel. A green "power on" LED shall be displayed continuously while incoming power is present.

D. The system batteries shall be supervised so that a low battery condition or disconnection of the battery shall be audibly and visually indicated at the control panel (Trouble Condition).

E. The system modules shall be electrically supervised for module placement. Should a module become disconnected the system trouble indicator shall illuminate and the audible trouble signal shall sound.

F. The system shall have provisions for disabling and enabling all circuits individually for maintenance or testing purposes.

3.7.4 Fire Alarm Control Panels

3.7.4.1 General Requirements

A. Fire Alarm Control Panel shall be located in an environmentally controlled space.

B. Supplementary Notification Appliance Circuit (NAC) Remote and Speaker Control Panels shall be provided throughout the facility as needed. NAC Panels shall be installed in Mechanical, Electrical, or Telecommunications Rooms only.

3.7.5 Fire Alarm Panel

3.7.5.1 General Requirements

A. Provide a remote Fire Alarm Panel (FAP). Coordinate with Government for required locations.

3.7.6 Initiating Devices

3.7.6.1 General Requirements

A. Provide initiating devices where required by Code. Required initiating devices include, but are not limited to:

1. Manual Pull Stations

2. Duct Smoke Detectors

3. Spot Type Smoke and Heat Detectors

B. Additionally provide smoke detection at the main control panel.

3.7.7 Annunciating Devices

3.7.7.1 General Requirements

A. Provide Annunciating devices throughout the facility to meet NFPA 72 coverage requirements.

Provide a second amber mass notification strobe adjacent to all fire alarm speaker/strobes. Clear strobes shall be located throughout.

B. All areas of the facility shall have voice/signal coverage including outside in areas where staff may gather. Sound coverage for individual offices does not require a speaker in each office.

Volume should be loud enough in a closed-door office so that it will get their attention to an alarm, they can then leave the office to investigate and then see the strobes and clearly hear the message. Careful consideration shall be given to locations and quantities of speakers and their tap settings. Common Intelligibility Scale (CIS) value of 0.70 or greater is required.

C. Amplifiers shall not be loaded beyond 80%. Sound pressure level shall be 15 dB above ambient levels. Minimum ambient levels for design shall be; offices and large storage areas 70 dB, mechanical equipment or similar rooms 105 dB; storage, electrical and communication rooms or similar rooms 45 dB.

3.7.8 Fire Alarm System Network

3.7.8.1 General Requirements

A. The Fire Alarm/Mass Notification System shall communicate locally. Coordinate specific requirements with Government.

3.8 LOW VOLTAGE SYSTEMS DESIGN CRITERIA

3.8.1 General Requirements

3.8.1.1 Governing Codes, Standards, and Regulations: See Appendix B.

A. Design and construction of the facility shall comply with the following codes:

3.8.1.2 General Scope:

A. Design and construction for the telecommunications system of this project shall include the following.

1. Provide a fire-retardant telephone backboard for mounting all wall-mounted telecom equipment in the main communications room (IT CLST).

2. Provide a ground bus bar at the DEMARC and in each communications closet.

3. Contractor shall provide new telecommunications outlets as indicated in Paragraph 3.8 of this document. Outlets shall consist of box and raceway only. Provide 4-11/16” square x 2-1/8” deep box with 1” stub-up conduit to above accessible ceiling. Provide protective grommet on conduit end. Provide brushed stainless steel cover plates over outlet boxes.

4. Contractor will provide a Network rack and patch panel(s) that is grounded to bus bar.

5. Contractor will provide all inhouse CAT-6 cabling and will terminate patch panel and telecommunication ports utilizing ANSI/TIA-568 B standard.

3.9 FIRE PROTECTION DESIGN CRITERIA

3.9.1 General Requirements

3.9.1.1 Governing Codes, Standards, and Regulations

A. Design and construction of the facility shall comply with the codes in Appendix B.

B. Although the modular unit will exceed 5,000 sf (UFC 3-600-01, Para. 9-7.2.1.3), use of heat detectors instead of a sprinkler system for this modular unit will suffice based on Authority Having Jurisdiction (AHJ) decision.

4.0 Service Summary:

4.1 General Requirements

4.1.1 The contract service requirements are summarized in performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimally acceptable levels of service required for each requirement.

The Services Summary (SS) and the Contractor’s Quality Control Plan provide information on contract requirements, the expected level of Contractor performance, and the expected method of Government validation and confirmation of services provided. These thresholds are critical to mission success. Procedures, as set forth in the FAR 52.212-4 (a), Contract Terms and Conditions-Commercial-Products and Commercial Services, Inspection/Acceptance, will be used to remedy all deficiencies.

[END OF STATEMENT OF WORK]

PO

Number

Performance Objective (PO)

SOW Section Performance Threshold (Annually) Surveillance

Method Quality

Maintain Leased

Facility 3.2.7

Excellent: 0 Defects/Findings

100% Inspection

Very Good: 1 Defect/Findings Satisfactory: 4 Defects/Findings Marginal: 5 Defects/ Findings Unsatisfactory: More than 5 Defects/Findings

Schedule

Delivery &

Mobilization/ Demobilization

3.4.4.11 3.2.6

Excellent: 0 Defects/Findings

100% Inspection

Very Good: 1 Defect/Findings Satisfactory: 4 Defects/Findings Marginal: 5 Defects/ Findings Unsatisfactory: More than 5 Defects/Findings

APPENDIX A

Air Task Force Relocatable Facility Internal Layout

Dimensions of Offices, Cubicles, Conference Room, Break Room(s), and Storage Area(s) will use dimensions as per DAFMAN 32-1084, Customer Authorization Worksheet:

Table 1: Customer Authorization Worksheet for the Air Task Force Administrative Support Space (~448 sq ft) includes space for working office storage, copiers, working files, printers, scanners, shredders, safes, and facsimile machines.

Offices 11 private offices as follows:

� 2 private offices shall be no smaller than 160 sq ft. (CC/CD) � 1 private office shall be no smaller than 140 sq ft. (ATF/SEL) � 8 private offices shall be no smaller than 100 sq ft. (SEL/CoS/A3/DCos/A4/A5 FAO/A5/A5 Staff/A5 Staff)

Conference/Teaming Rooms:

Provide a conference room with a minimum of 300 square feet. Table(s) and seating at the tables shall be for 12 people. Provide one double comm drop and one double electric outlet in the floor beneath the center of the conference table.

Provide a work room adjacent to the conference room with a minimum of 90 square feet to accommodate a table and seating for 6 people.

Provide a second work room, with a minimum of 260 square feet to accommodate a table(s) and seating for 13 people.

Break Room Area:

Provide a residential kitchenette space with countertop with a deep sink and space/power for two microwaves, and a refrigerator.

Comm Room:

(Computer room) Provide a separate comm room. The comm room shall include a two-post open rack with power and grounding. The room shall also include a separate lockable cabinet for an Air Force network switch which must also have power and grounding. The door to the comm room shall have a lock. The comm room shall also have an independent mini-split air conditioning unit. Room shall have space for a 6’ x 3’ workbench and a storage cabinet for computer equipment.

Notional Floorplan:

Figure 1: Notional Interior Layout

A notional interior layout is provided in Figure 1. As indicated by the legend, the lined hatching dictates the SIPR-Capable rooms (7 offices, 1 Conference Room, and 1 SIPR Café) and the dotted hatching dictates open areas reserved for the waiting area and open workstations.

Engineering considerations and space management will dictate actual layout and room dimensions.

Utilities:

Figure 2: Utilities Laydown for the Modular Site

APPENDIX B

APPLICABLE PUBLICATIONS AND FORMS:

The Contractor shall utilize the following documents for the production of the design and lease:

1. 2021 International Building Code (IBC), North Carolina State Building Code 2018

2. 2021 International Mechanical Code (IMC), North Carolina State Mechanical Code 2018

3. 2021 International Plumbing Code (IPC), North Carolina State Plumbing Code 2018

4. 2008 National Electric Code (NEC), North Carolina State Electrical Code 2020

5. 2021 NFPA Life Safety Code

6. ICC/ANSI 117.1 2009 and Chapter 11 of the 2018 NC State Accessibility Code).

7. IECC 2021 (North Carolina State Energy Code, 2018)

8. IFGC 2021 (North Carolina State Fuel Gas Code, 2018)

9. Uniform Boiler and Pressure Vessel Act of North Carolina

10. Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code, Change 2, 12 June 2023

11. UFC 4-610-01 Administrative Facilities, with Change 1

12. UFC 3-530-01 Interior and Exterior Lighting Systems

SITE DESIGN CRITERIA:

1. UFC 3-210-10, Low Impact Development

2. UFC 3-230-01, Water Storage and Distribution

3. UFC 3-240-01, Wastewater Collection and Treatment

4. UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas

5. North Carolina Administrative Code Title 15A Chapter 02 Environmental Management

DESIGN, FABRICATION, AND INSTALLATION:

1. North Carolina State Building Code – 2018 Edition

2. Construction Type: Type V-B.

3. Occupancy Classification: B, Business.

4. North Carolina Plumbing Code – 2018 Edition

5. North Carolina Mechanical Code – 2018 Edition

6. North Carolina Electrical Code – 2020 Edition

7. North Carolina Energy Code – 2018 Edition

8. North Carolina Fire Prevention Code – 2018 Edition

9. North Carolina Building Code Volume VIII – Modular Construction Regulations – 1994

Edition

ELECTRICAL SERVICES AND DISTRIBUTION DESIGN CRITERIA:

1. International Building Code (IBC) 2021, North Carolina State Building Code 2018

2. NFPA 70: National Electrical Code (NEC) - 2023

3. NFPA 70E: Standard for Electrical Safety in the Workplace – 2023

4. NFPA 72: National Fire Alarm and Signaling Code - 2022; TIA 22-4

5. ASHRAE Standard 90.1, 2022 edition

6. Federal Agency Sustainability Requirements (FASR)

7. Air Combat Command Requirements

8. Energy Policy Act of 2005

9. Federal Leadership in High Performance and Sustainable Buildings Memorandum of

Understanding Guidelines

10. International Energy Code 2021

11. UFC 3-501-01 Electrical Engineering, with Change 1

12. UFC 3-520-01 Interior Electrical Systems, with Change 2

13. UFC 3-530-01 Interior and Exterior Lighting and Controls

14. UFC 3-560-01 O&M: Electrical Safety, with Change 3

15. UFC 3-575-01 Lightning and Static Electricity Protection Systems, with Change 1

16. UFC 4-021-01 Design and O&M: Mass Notification Systems, with Change 1

17. UFC 4-021-02NF Electronic Security Systems, with Change 1

18. UFC 1-200-01, DoD Building Code, with Change 2

ELECTRICAL LIGHTING AND BRANCH CIRCUIT WIRING CRITERIA:

3. NFPA 70E: Standard for Electrical Safety in the Workplace – 2023

4. ASHRAE Standard 90.1, 2022 edition.

5. Federal Agency Sustainability Requirements (FASR)

6. Air Combat Command Requirements

7. Energy Policy Act of 2005

8. Federal Leadership in High Performance and Sustainable Buildings Memorandum of

Understanding Guidelines

9. International Energy Code 2021

10. UFC 3-501-01 Electrical Engineering, with Change 1

11. UFC 3-520-01 Interior Electrical Systems, with Change 2

12. UFC 3-530-01 Interior and Exterior Lighting and Controls

13. UFC 3-560-01 O&M: Electrical Safety, with Change 3

14. UFC 3-575-01 Lightning and Static Electricity Protection Systems, with Change 1

15. UFC 4-021-01 Design and O&M: Mass Notification Systems, with Change 1

16. UFC 4-021-02NF Electronic Security Systems, with Change 1

17. UFC 1-200-01, DoD Building Code, with Change 2

FIRE DETECTION AND ALARM SYSTEM DESIGN CRITERIA:

1. International Building Code (IBC) 2015, North Carolina State Building Code 2018

3. NFPA 72: National Fire Alarm and Signaling Code - 2022; TIA 22-4

4. International Fire Code 2021 (IFC)

5. UFC 4-021-01, Design and O&M: Mass Notification Systems, with Change 1

6. UFC 3-600-01, Fire Protection Engineering for Facilities, with Change 6

7. UFC 3-601-02, Fire Protection Systems Inspection, Testing, and Maintenance

8. UFC 1-200-01, DoD Building Code, with Change 2

LOW VOLTAGE SYSTEMS DESIGN CRITERIA:

All work shall abide by Building Industry Consulting Service International (BICSI), NFPA 70, American National Standards Institute (ANSI), all applicable Electronic Industries Alliance/Telecommunication Industries Alliance (EIA/TIA) including TIA/EIA-526-7, TIA/EIA- 526-14, TIA/EIA-568-D.1, TIA/EIA-568-D.2, TIA/EIA-568-D.1, D.3, TIA/EIA-569, TIA/EIA-

570, TIA/EIA-598, TIA/EIA-606, TIA/EIA-607, TIA/EIA-758, EIA-310, EIA SP-2840-A,

Insulated Cable Engineers Association (ICEA) S-80-576 and S-83-596, General Requirements (GR) 409 and 20, UFC 3-580-01, and National Electric Manufacturers Association (NEMA) TC 2, 6, 8, and 9.

3. NFPA 70E: Standard for Electrical Safety in the Workplace – 2023

4. Air Combat Command Requirements

5. UFC 3-580-01 Telecommunications Interior Infrastructure Planning and Design, with

Change 1

6. UFC 4-021-02NF, Electronic Security Systems, with Change 1

7. NSTISSI 7003, Protected Distribution Systems (PDS)

8. UFGS 27-05-29.0010, Protective Distribution System (PDS) For SIPRNET Communication

Systems

9. UFC 1-200-01, DoD Building Code, with Change 2

FIRE PROTECTION DESIGN CRITERIA:

1. NFPA 13: Standard for the Installation of Sprinkler Systems - 2022

2. NFPA 24: Standard for the Installation of Private Fire Service Mains and Their

Appurtenances - 2022

3. NFPA 70: National Electrical Code (NEC) - 2023

4. NFPA 72: National Fire Alarm and Signaling Code - 2022; TIA 22-4

5. NFPA 101: Life Safety Code - 2024

6. International Building Code (IBC) 2021

7. UFC 1-200-01, DoD Building Code, with Change 2

8. UFC 3-600-01, Fire Protection Engineering for Facilities, with Change 6

9. UFC 3-601-02, Fire Protection Systems Inspection, Testing, and Maintenance

APPENDIX C

SECTION 02938

SOD

1.SCOPE: This section covers the preparation of sod and protection and maintenance of allsodded areas.

2.GENERAL:

2.1 Work to be Done. All areas resulting from site grading or other disturbed areas shall be backfilled and sodded as hereinafter specified.

2.2 Planting Dates: The contractor shall not install sod on frozen or otherwise unsuitable surface.

Contractor shall sod only between the dates of 1 April and 1 July. Contractor shall water as required to establish the turf. Ultimately the contractor is responsible for the establishment of the planted sod. If the sod cannot be installed during this time period, the contractor shall provide temporary seed and come back in the spring, prepare lawn bed, and then install the sod.

3.MATERIALS:

3.1 Backfill material shall be of equal quality to the surrounding topsoil.

3.2 Sod: Sod shall be centipede grass, strongly rooted, and reasonably free of pernicious weeds and apparent disease. All sod shall be freshly cut and installed in place within 24 hours. Thickness of sod shall be two inches. The sod will be inspected during laying operations, and any sod which has been permitted to dry out or become otherwise injured during transportation or storage so that its survival after placing has been rendered doubtful will be rejected. All sod shall be of uniform thickness.

3.3 Fertilizer: Ten pounds of 10-10-10 fertilizer per 1000 feet of are shall be used. (10-10-10 referring to the amounts of nitrogen, phosphorous, and potassium).

3.4 Sufficient amount of lime or sulfur shall be used to adjust the pH of the soil to 5.5.

4.BACKFILLING AND PREPARATION OF SEED BED:

4.1 General. The areas to be treated and their respective requirements for sod, fertilizer, lime, and other treatment shall include all areas disturbed by the Contractor and those shown to be sodded on the contract plans.

4.2 Soil Preparation. Contractor shall kill all existing vegetation in the areas to be sodded. Those areas disturbed by the Contractor and those shown on the contract plans to be sodded shall be disked and tilled a minimum depth of three inches. The Contractor shall be responsible for taking a soil sample sending it to North Carolina State University for a pH analysis test. The Contractor shall be responsible for amending the soil as per NC State recommendations. The existing grass, mulch, stones over one half inch in size, sticks and rubbish, and excess soil shall be removed only after the soil is adjusted to the specified pH. No heavy objects except lawn rollers shall be removed over sodded areas after subgrade soil has been scarified.

5. SODDING:

5.1 The sod shall be laid smoothly, edge to edge, and with staggered joints. Sod shall be pulled tight so that there are no gaps. The sod shall immediately be pressed firmly into contact with the sod bed using a light-weight turf roller or other approved equipment, so as to eliminate all air pockets, provide a true and even surface, and ensure knitting without displacement of the sod or deformation of the surfaces of sodded areas. Following compaction, screened soil of good quality shall be used to fill all cracks between sods. Excess soil shall be worked into the grass with rakes or other suitable equipment. The quantity of fill soil shall be such as will cause no smothering of the grass.

5.2 Finishing: After the sodding operation has been completed, the edges of the area shall be smooth. On slopes steeper than 2 to 1 and elsewhere when so shown, the sod shall be fastened in place with suitable wooden pins or by other approved methods. The sod shall be watered and irrigated immediately after placement. Sufficient water shall be applied to wet the sod thoroughly and to wet the sod bed at least two inches deep. Watering shall be done in a manner that will avoid erosion due to the application of excessive quantities, and the watering equipment shall be of a type that will prevent damage to the finished surface.

5.3 Maintenance: Sodded areas shall be maintained, cut, and watered as necessary for 30 days following installation of the sod. When any portion of the surface becomes gullied or otherwise damaged after any part of the area has been sodded, the affected portion shall be repaired to re-establish the condition and grade of the soil prior to sodding and shall then be re-sodded as previously specified. A final inspection shall be held at the end of this thirty day period for acceptance of the sod.