PNE ATCT DB SOW.pdf

Design Build Scope of Work, FAA Airport Traffic Control Tower (ATCT) Facility Northeast Philadelphia Airport

Philadelphia, Pennsylvania

SECTION Z GENERAL REQUIREMENTS

Table of Contents

Z – GENERAL REQUIREMENTS

A – SUBSTRUCTURE

SECTION A10 FOUNDATIONS

SECTION A20 BASEMENT CONSTRUCTION

B – SHELL

SECTION B10 SUPERSTRUCTURE

SECTION B20 EXTERIOR ENCLOSURE

SECTION B30 ROOFING

C – INTERIOR

SECTION C10 INTERIOR CONSTRUCTION

SECTION C20 STAIRS

SECTION C30 INTERIOR FINISHES

D – SERVICES

SECTION D10 CONVEYING

SECTION D20 PLUMBING

SECTION D30 HVAC

SECTION D40 FIRE PROTECTION

SECTION D50 ELECTRICAL AND ELECTRONIC SYSTEMS

E – EQUIPMENT AND FURNISHINGS

SECTION E10 EQUIPMENT

SECTION E20 FURNISHINGS

F – SPECIAL CONSTRUCTION AND DEMOLITION

SECTION F10 SPECIAL CONSTRUCTION

SECTION F20 SELECTIVE DEMOLITION

G – SITE WORK

SECTION G10 SITE PREPARATIONS

SECTION G20 SITE IMPROVEMENTS

SECTION G30 CIVIL/MECHANICAL UTILITIES

SECTION G40 ELECTRICAL UTILITIES

Z – GENERAL REQUIREMENTS

1. GENERAL

1.1. The scope of services required in all sections of the SOW is not intended to be all inclusive of the work to be performed. This generalized scope has been formulated so that proposals can be prepared using a common base. Offeror’s experience should allow it to amplify the scope in response to this solicitation. The technical proposal, submitted by the Offeror selected to provide these services, will become part of the Contract. Design-Build services will consist of all ancillary or required design, engineering, construction, and other services required by this solicitation including procuring and furnishing all materials, labor, equipment, services, supplies, investigations, and studies required in connection with this scope of work and reasonably inferable from the solicitation documents.

1.2. All design work must be site-specific, however, concepts from the Standard Design Drawings must be used in conjunction with the applicable standards, codes and manuals cited in the STANDARDS section of this scope of work to comply with functional, performance, and spatial requirements.

1.3. Design must provide for a facility design life of a minimum of 50 years assuming minimal maintenance, sustainment, and restoration.

1.4. The ATCT shall be designed to be life-cycle-cost effective and to achieve energy consumption levels that are at least 30 percent below the levels established in ASHRAE 90.1, in accordance with Federal buildings energy efficiency standards.

1.5. Not withstanding any reference in the Standard Design Drawings or this scope of work to any article, device, product, material, fixture, form or type of construction by name, make or catalog number, such references shall be interpreted as establishing a standard of quality and shall not be construed as limiting competition. The Design-Builder, in such cases, may propose any article, approved equal to or better than that specified.

1.6. The Design-Builder shall verify all existing dimensions and conditions and coordinate civil, structural, architectural, mechanical, electrical, electronics, plumbing, fire safety design and construction and such other items as may be necessary for a complete and functional facility.

Coordinate works from other consultants, project shop drawings and field conditions to avoid conflicts among design components. The Design-Builder shall develop a BIM Project Execution Plan following FAA’s Minimum Building Information Modeling (BIM) Requirements document for project modeling and accurate coordination of all trades and disciplines.

1.7. The Design-Builder shall be responsible for submitting all tenant alteration and Permit documents to the Philadelphia DOA, all requirements are attached.

1.8. The Design-Builder shall be responsible for initiating, maintaining, and monitoring all environmental and occupational safety and health aspects in connection with design and construction works to comply with applicable environmental, safety and health laws, regulations, permits and codes, including Occupational Safety and Health Administration (OSHA), Environmental Protection Agency (EPA), FAA Orders and standards, and industry standards.

1.9. The Design-Builder shall be responsible to implement an administrative and procedural approach for quality assurance and quality control including submittal review and approval, testing, inspections, certifications and necessary actions and documentation during and after execution of the work to provide design, material, equipment, workmanship, fabrication, construction and operations compliant with the requirements of the FAA and this SIR.

1.9.1. The FAA has categorized this project as Facility Security Level (FSL)-1 Critical Infrastructure facilities in accordance with FAA Order 1600.69. The Design-Builder shall confirm the final security level determination and associated requirements with the FAA prior to the design phase. All design and construction, including but not limited to structural and architectural design, site lighting, site access control and monitoring, landscaping, site spatial constraints and physical security, shall comply with the applicable security level requirements in FAA Order 1600.69.

1.9.2. Security system design must be completed in accordance with Order 1600.69. The Security system must be powered from the essential bus or a small UPS installed for the security system. All facilities generally will separately control internal access to critical functions and access through an employee entrance using an access control system. There must be adequate security devices [e.g., remote closed circuit television (CCTV) cameras with remote door release] to allow admittance, verification, and entrance... Security systems for ATCT and Base Building/TRACON facilities may include automatic gate control with card reader and/or cipher lock door control, electric strike-controlled entry, or CCTV at entries. Electric strike door control must be provided at the visitor entry. Security entry control must be provided at the Control Cab, and employee entrance. A video intercom via the security lock system must be provided at building entries (building entrance and cab door).

1.9.3. The proposed PNE ATCT site is located inside the Air Operational Area (AOA) and will require all personnel to be under supervised access. The Design-Builder shall be responsible for acquiring security badging for the (superintendent, project manager and staff) from PNE Airport Operations and will require a security service to provide access to the site via Gate 17 for all labor and deliveries. Use Gate 19 for large deliveries. The General Contractor shall provide low profile barriers (w/ flashing amber lights) to mark access route from Gate 17 to new ATCT site.

The security contractors below have the proper badging for access at Gates 17 and 19. The contractor may use any other service or personnel that provides the access requirements as stated in the PNE Operations security and access requirements.

APC Agent Brian Galie - (484)-994-1325 security@apcagent.com

Executive Shields Matthew Brown 215-852-7155 executiveshields@gmail.com

Securitas Security Services 215-271-6300

The proposed ATCT is located inside the AOA, all garbage containers and dumpsters must be covered at all times to prevent debris from blowing to the adjacent Movement Area (Runways and Taxiways).

A temp 7’ tall chain link fence must be installed around perimeter of site. All stored material shall be secured within the site or in CONEX containers to prevent flying debris. General Contractor to coordinae with PNE Operations for all deliveries that might impact with the movement area operations.

1.9.4. Major scope items:

a. Site Lighting – 5FC at Building Entrances, 0.5FC General Exterior Lighting

b. Front Door Access – Provide an access control system that can be accessed with cards and a code.

c. Control Room – Provide an access control system that can be accessed with cards and a code, in addition to standard locks.

mailto:security@apcagent.com mailto:executiveshields@gmail.com

d. Emergency Exit Doors – monitor with visual, electronic, or audible alarms.

e. Main entrance, provide storefront or door with a window to view visitors.

f. Remote access – a release button in the cab to open the front door and cab door using an a-phone or video/intercom to verify identity.

g. Provide dumpster enclosure.

h. Provide 1500 square foot secured fenced area for “materials, equipment, vehicles, storage and/or staging etc.”. Provide seven-foot-tall fence with 20’ double gates and grounded as per FAA Grounding and Bonding Order.

1.10. Any work required to be performed for properly complete and functional installations which are not specifically addressed within this scope of work or the TFDS shall be performed in accordance with applicable codes, standards, industry best practices and manufacturers recommendations.

1.11. The design must consist of drawings and specifications, which are usable, definitive, and complete for construction to begin. Drawings, calculations and specifications issued for construction must be sealed by the corresponding licensed professional in the State where the project is located. For additional requirements for Architect and Engineers of Record, refer to TFDS Appendix B – Design

Requirements, this Scope of Work and key personnel requirements in the solicitation.

1.12. The Design-Builder shall be responsible for the professional and technical accuracy, usability, completeness and coordination of all designs, calculations, drawings, specifications and cost estimates, including those prepared by sub-consultants. For reference on the content and presentation requirements of design documents, refer to TFDS Appendix B – Design Requirements, Appendix C – Design Specification Submittal and Appendix E – Drawings, and Division 1 – General

Conditions document.

1.13. The Design-Builder shall comply with the requirements for design submittals and deliverables provided in the solicitation package. The Design-Builder shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule and shall submit the schedule for FAA’s approval in accordance with contract documents.

1.14. Consider that contrary to the provision in TFDS Section 3.8 – Project Planning Document (PPD), FAA will not provide a sample PPD as part of this solicitation.

1.15. A third-party commissioning authority will be retained by the FAA to perform enhanced whole building commissioning. The Design-Builder shall be responsible for commissioning testing and labor and for coordination with the third-party commissioning authority starting from the design phase or as directed by the FAA.

2. STANDARDS

2.1. Work shall be performed in accordance with the requirements of the latest edition of the

International Building Code (IBC) and NFPA 101 at the time of design, as well as all applicable requirements of the FAA Terminal Facilities Design Standard (TFDS).

2.2. Site-adapted designs developed by the Design-Builder, including all materials and workmanship shall conform to the following primary documents/codes, as well as references to Federal, State and local regulations, industry standards, utility company regulations and specific requirements

(latest edition at the time of design) contained in each.

2.2.1. Building Codes and Standards

• Internation Code Council (ICC) standards o IBC, International Building Code, 2024 edition.

o IFC, International Fire Code, 2024 edition.

o IPC, International Plumbing Code, 2024 edition.

o IMC, Internation Mechanical Code, 2024 edition.

• American Society of Civil Engineers (ASCE) standards o ASCE 7, Minimum Design Loads and Associated Criteria for Buildings and Other

Structures, 2022 edition.

o ASCE 24, Flood Resistant Design and Construction, 2014 edition.

o ASCE 49, Wind Tunnel Testing for Buildings and Other Structures, 2021 edition.

• American Concrete Institute (ACI) standards o Building Code Requirements for Structural Concrete (ACI 318), 2019 edition.

o Guide to Design of Slabs-on-Ground (ACI 360), 2010 edition.

• American Institute of Steel Construction (AISC) Steel Construction Manual, 16th edition, 2023.

• American Welding Society (AWS) Structural Welding Code – Steel (AWS D1.1), 2020 edition.

• Precast/Prestressed Concrete Institute (PCI) Design Handbook (PCI MNL-120), 2017 edition.

o The Masonry Society (TMS) Building Code Requirements and Specification for Masonry Structure (TMS 402/602), 2022 edition.

• National Fire Protection Association (NFPA) Standards o NFPA 1, The Fire Code, 2024 edition.

o NFPA 10, Standard for Portable Fire Extinguishers, 2022 edition.

o NFPA 13, Standard for the Installation of Sprinkler Systems, 2022 edition.

o NFPA 14, Standpipe and Hose Systems, 2024 edition.

o NFPA 20, Standard for the Installation of Stationary Pumps for Fire Protection, 2022 edition.

o NFPA 22, Standard for Water Tanks for Private Fire Protection, 2023 edition.

o NFPA 24, Standard for the Installation of Private Fire Service Mains and Their

Appurtenances, 2022 edition.

o NFPA 70, National Electrical Code, 2023 edition.

o NFPA 70E, Standard for Electrical Safety in the Workplace, 2024 edition.

o NFPA 72, National Fire Alarm and Signaling Code, 2022 edition.

o NFPA 75, Standard for the Fire Protection of Information Technology Equipment, 2024 edition.

o NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2022 edition.

o NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating Systems, 2024 edition.

o NFPA 92, Standard for Smoke Control Systems, 2024 edition.

o NFPA 101, The Life Safety Code, 2024 edition.

o NFPA 105, Standard for Smoke Door Assemblies and Other Opening Protectives, 2022 edition.

o NFPA 110, Standard for Emergency and Standby Power Systems, 2025 edition.

o NFPA 241, Standard for Safeguarding Construction, Recommended Practice for

Water Flow Testing and Marking of Hydrants, 2022 edition.

o NFPA 1225, Standard for Emergency Services Communications, 2022 edition.

o NFPA 5000, Building Construction Safety Code, 2024 edition.

• American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) o ASHRAE 90.1, Energy Standard for Sites and Buildings Except Low-Rise Residential

Buildings, 2022 edition.

o ASHRAE 62.1, Ventilation and Acceptable Indoor Air Quality Standard, 2022 edition.

o ASHRAE 55, Therma Environmental Conditions for Human Occupancy, 2023 edition.

o ASHRAE 52.2, Method of Testing General Ventilation Air-Cleaning Devices for

Removal Efficiency by Particle Size, 2017 edition.

o ASHRAE 135, BACnet™--A Data Communication Protocol for Building Automation and Control Networks, 2020 edition.

o ASHRAE 111, Testing, Adjusting, and Balancing of Building HVAC Systems, 2008 edition.

o ASHRAE 70, Method of Testing for Rating the Performance of Air Outlets and Inlets, 2023 edition.

• American Society of Mechanical Engineers (ASME) standards o ASME A17.1, Safety Code for Elevators and Escalators, 2022 edition.

o ASME A17.2, Guide for Inspection of Elevators, Escalators, and Moving Walks, 2020 edition.

o ASME B16.18, Cast Copper Alloy Solder Joint Pressure Fittings Standard, 2021 edition.

o ASME B16.22, Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings

Standard, 2021 edition.

• Sheet Metal and Air Conditioning Contractors' National Association (SMACNA), HVAC Duct

Design and Construction Standards

• Air Movement and Control Association International Inc. (AMCA), Product Rating Manual for Air Control Devices (AMCA 511), 2021 edition.

• Master Painters Institute (MPI) Architectural Painting Specification manuals and guides

• Department of Transportation Federal Highway Administration’s (DOT/FHWA) Manual on

Uniform Traffic Control Devices (MUTCD), 2023 edition

• Guiding Principles for Sustainable Federal Buildings and Associated Instructions of the

Council of Environmental Quality, 2020 edition.

2.2.2. FAA Standards

• TFDS, FAA Terminal Facilities Design Standard, version 2.3.

• FAA Order 1600.69, FAA Facility Security Management Program

• FAA-C-1217, Electrical Work - Interior and Premises

• FAA-STD-002, Facilities Engineering Drawings Preparation

• FAA-STD-019, Lightning and Surge Protection, Grounding, Bonding and Shielding

Requirements for Facilities and Electronic Equipment

• FAA Order JO 6950.2, Electrical Power Policy Implementation at National Airspace System

Facilities

• FAA Order JO 3900.61A, Drinking Water Testing at Air Traffic Organization Facilities.

• FAA Order JO 6950.27, Power System Studies

• FAA Order JO 6980.11, Maintenance of Engine Generators

• FAA Order JO 3900.76, Management of Indoor Air Quality (IAQ) at Air Traffic Organization

(ATO) Facilities

• FAA-C-1391, Installation, Termination, Splicing, and Transient/Surge Protection of

Underground Electrical Distribution System Power Cables

• FAA Order 1053.1, Energy and Water Management Program for FAA Buildings and Facilities

• FAA Minimum Building Information Modeling (BIM) Requirements

2.2.3. Accessibility

• ABA, Architectural Barriers Act of 1968 Standards

• ADA, Americans with Disabilities Act of 1990 Standards

2.2.4. Occupational Health and Safety

• Occupational Safety and Health Administration Regulations - Federal and State

2.3. Unless the solicitation includes more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the contract documents to the extent referenced.

2.4. Where FAA documents and other referenced documents have conflicting requirements, FAA documents must take precedence. In the event of conflict between any of the other referenced documents, the strictest requirement shall take precedence. The most stringent code applied will be at the discretion of the FAA Contracting Officer’s Representative (COR).

2.5. Request for deviations from Standard Drawings, instructions, FAA criteria, or building codes must be submitted for review and approval in accordance with TFDS Section 2.4 – Deviation/Alternative

Approach. Deviations for less stringent requirements are prohibited.

3. ANNEXES

3.1. Siting Reports: The FAA has conducted a siting study in accordance with TFDS Section 7.1.4 – Siting

Study. The Cab Orientation with precise coordinates for the proposed New ATCT at Northeast

Philadelphia Airport (PNE) is attached.

3.2. Geotechnical Investigation: A geotechnical investigation has been conducted and the report, is included in this solicitation. If additional geotechnical investigation is needed to complete the design, it may be done at the cost of the design-builder.

3.3. Standard Design Drawings: The information contained in the Standard Design Drawings is intended to convey standard concepts and design basis for the site-adapted design of airport traffic control towers (ATCTs) throughout various locations in United States and its territories. To the greatest extent possible, requirements indicated on the drawings reflect reasonable worst-case scenarios based on preliminary design criteria applicable for all locations throughout the United States. As such, the intent is that basic configurations and details shown in these drawings will not require to be modified or changed as part of the site adaptation process for each site.

The design is adaptable between 80'-10" AGL (cab floor) to 119'-10" AGL (cab floor) for rapid deployment. The ATCT prototype in this set is documented at two heights: the shortest and the tallest. Any heights in between can be achieved by adjusting the cab floor height at intervals of 9'-

9" (a single shaft module size). The Standard Design Drawings are attached. The Cab floor Elevation for PNE is 110.08’ AGL (211.08’ AMSL) ATC Eye Elevation is 115.08’ AGL (216.08’ AMSL).

3.4. Site Proposed Layout drawings: All existing underground utilities, structures and land features, shown on these drawings, are approximate and may not represent their complete extent. The

Design-Builder shall be responsible for verifying exact location, depth, size, type and other relevant information of utilities, structures and land features on site and contacting the pertinent utility company or responsible authority to have all site structures and features located and marked.

Underground utilities that are in conflict with structures (foundations) and other utilities shall be relocated at no extra cost to the Government.

3.5. Information, data, and representations contained in all contract documents pertaining to the conditions at the site, including but not limited to subsurface conditions and siting characteristics, are for information and bidding purposes only and are not warranted or represented in any manner to accurately show the conditions at the site of the work. After contract award, the Design-Builder will conduct its own geotechnical and field measurements and all necessary investigations and base its final design on the results of those investigations.

SECTION A10 FOUNDATIONS

A – SUBSTRUCTURE

SECTION A10 FOUNDATIONS

1. Foundations shall be fully designed by the Design-Builder based on site-specific conditions. Foundations are excluded from the Standard Design Drawings. Where shown in the solicitation documents, foundation systems and extents are conceptual in nature and are not meant to convey design intent.

SECTION A20 BASEMENT CONSTRUCTION

A – SUBSTRUCTURE

SECTION A20 BASEMENT CONSTRUCTION

1. Provide basements based on recommendations and information contained in the Geotechnical Report to be provided by the Design-Builder (See Section A10 – Foundations).

2. Basements shall be designed and constructed in accordance with IBC Section 1807 to suit subsurface conditions and to withstand the effects of site-specific environmental loads and events. (See Section B10

– Superstructure, for loading criteria)

3. Basements include exterior construction below the ground floor, including walls/slabs below grade, elevator pits and other pits.

4. Elevator pits must be designed and constructed to accommodate the horizontal and vertical dimensional requirements of the installation, including clearance requirements in accordance with ASME 17.1.

5. Dewatering systems, if required, shall be designed, provided, installed, operated, monitored, and removed (if temporary), by the Design-Builder. Dewatering systems shall account for local code restrictions on dewatering methods and groundwater discharge.

6. Provide cast-in-place concrete, precast concrete or masonry elevator pit walls.

7. Provide waterproofing for elevator pit floor and walls to comply or exceed minimum requirements in IBC

Sections 1805.3.1 and 1805.3.2, respectively.

8. Where applicable, provide insulated basement construction with thermal values sufficient to meet

ASHRAE 90.1 requirements and performance and Federal facilities energy efficiency goals.

SECTION B10 SUPERSTRUCTURE

B – SHELL

1. The superstructure includes the framing system, elevated slab construction, roof construction and catwalk.

2. Provide the superstructure in accordance with the applicable codes in Section Z - General and all referenced standards and codes contained in each.

3. Design the superstructure to comply with or exceed the minimum loading criteria in TFDS Table 8-2.

Design Loads and Events and any additional loads as required by design codes and guidelines. For live load criteria refer to minimum uniformly distributed live loads provided in the Standard Design Drawings.

4. Design must conform to Risk Category IV and to other structural performance categories in TFDS Table

8-1. Structural Performance Levels and Categorizations and shall be able to withstand the most critical load combinations in accordance with ASCE 7, TFDS and IBC. Where conflicting loading requirements exist, the most stringent shall apply.

5. Load assumptions, environmental load criteria and design events shall be specific to the location of the project, in accordance with IBC and ASCE 7.

6. Fire resistance rating requirements of all structural members shall comply at least with construction type

I-B, in accordance with IBC Table 601. Fire resistance rating requirements for all exterior non-bearing walls shall be site-specific and dependent on the fire separation distance in accordance with IBC Table

705.5.

7. Refer to the following list of superstructure items from the Standard Design Drawings that are fixed and shall not be modified during site adaptation:

• Minimum floor live loading criteria.

• Structural column grid.

• Gravity framing, floor and lateral system arrangement.

• Nominal steel beam depth.

• Number, location and maximum size of Cab mullions.

• Catwalk access.

The Standard Design Drawings show the design approach for above-listed prescriptive requirements for structural systems. However, it is the Design-Builder’s responsibility to conduct analysis and investigations and base its final design on the results of those analysis and investigations.

8. Provide framing system as follows:

8.1. Provide a force-resisting framing system in accordance with loading requirements in ASCE 7 for a minimum design life of 50 years.

8.2. Materials must meet or exceed the minimum requirements in TFDS Section 8.7 – Structural Systems and Materials.

8.3. Exposed-to-view connection between beams and external columns and between external columns and footings shall conform to the pin connection approach shown in the Standard Design Drawings.

The Design-Builder is allowed to provide an alternative design and construction approach that is equal to or better in quality and performance than the pin base plate detail shown in the Standard

Design Drawings, subject to review and approval by the FAA.

9. Provide elevated slab construction as follows:

9.1. The elevated slab construction shall meet or exceed the minimum requirements in TFDS Section

8.7 and Section 8.9-B – Elevated Slabs.

9.2. Elevated slabs must be supported by structural framing members meeting minimum loading requirements per ASCE 7.

9.3. Design-Builder’s design team shall verify the weight of selected and Government-furnished equipment (GFE) do not exceed floor loading criteria and shall evaluate if the effect of such equipment exceeds any established criteria.

10. Provide roof construction as follows:

10.1. Provide reinforced concrete roof deck in accordance with TFDS Section 8.9-C - Roof.

10.2. All roof decks must be supported by structural framing members meeting minimum loading requirements per ASCE 7.

10.3. Structural design of cab mullions shall consider minimum obstruction of line of sight for air traffic control operations and concealment of service distribution components including piping, conduit and wiring in accordance with the requirements in TFDS Section 7.3.4 - Interior and Perimeter

Columns, Section 8.8 – Control Cab Framing System, Section 12.9-F – Cab Fire Sprinkler Feed and the Standard Drawings. Standard Design Drawings show maximum mullion size permitted, increase in mullion size would require analysis to determine any impact to air traffic control operations and shall be subject to FAA approval.

Provide a catwalk around the Control Cab, including guardrails, for glazing cleaning, maintenance, and replacement in accordance with IBC, OSHA 1910 Subpart D Walking-Working Surfaces and

TFDS Section 7.3.8 – Catwalk and Section 8.6-D – Cab Catwalk. Refer to the Standard Design Draw ings for catwalk access and preliminary layout and elevations.

10.4. Include wind tunnel testing.

10.5. Purchase and install a new Airport Beacon light at top of new ATCT Cab Roof. Provide power and control from airport lighting system location to top of ATCT. Include stainless steel structural support at Cab Roof. Ensure Rotating Beacon is unobstructed and can be safely maintained.

Manufactured by: Airport LED Rotating Beacon L-802A(L) - Halibrite. Class II (heated).

https://www.halibrite.com/product/l-802al-airport-led-rotating-beacon/

SECTION B20 EXTERIOR ENCLOSURE

1. The exterior enclosure includes all vertical and horizontal exterior closure such as exterior walls, exterior windows, and exterior doors.

2. Provide the exterior enclosure in accordance with the applicable codes in Section Z - General and all referenced standards and codes contained in each.

3. Fire resistance rating requirements of the exterior enclosure shall comply at least with construction type

I-B, in accordance with IBC Table 601. Fire resistance rating requirements for all exterior non-bearing walls shall be site-specific and dependent on fire separation distance in accordance with IBC Table 705.5.

4. Where applicable, exterior wall assemblies shall meet or exceed minimum energy savings requirements in ASHRAE 90.1. Cab windows are exempt from this requirement.

5. Refer to the following list of exterior enclosure items from the Standard Design Drawings that are fixed and shall not be modified during site adaptation:

• Components and overall thickness of exterior wall assembly.

• Wall cladding material at occupied levels aluminum alloy 3003

• Wall cladding material at the core (pre-weathered zinc)

• Cab glazing (Per FAA Specification)

• Cab mullions assignment for concealment of vertical drains.

• Number, location and maximum size of Cab mullions.

The Standard Design Drawings show the design approach for above-listed prescriptive requirements for architectural systems. However, it is the Design-Builder’s responsibility to conduct analysis and investigations and base its final design on the results of those analysis and investigations.

6. Provide exterior walls as follows:

6.1. Design must conform to Risk Category IV and to other structural performance categories in TFDS

Table 8-1. Structural Performance Levels and Categorizations and shall be able to safely withstand the superimposed applicable loads per ASCE 7, TFDS and IBC. Where conflicting loading requirements exist, the most stringent shall apply.

6.2. Provide only non-combustible exterior wall materials or assembly of materials to comply with or exceed the minimum requirements in IBC Chapter 14 and in accordance with requirements and restrictions in TFDS Chapter 6 – Architectural Enclosures.

6.3. The exterior wall system shall provide protection against site-specific weather phenomena and achieve continuity and full redundancy of critical control functions of enclosures (water, air, vapor and heat flow control) so as to meet or exceed the minimum performance requirements in TDFS, ASHRAE 90.1 and Federal, State and local energy codes.

6.4. Refer to the Standard Design Drawings for section details of the required exterior wall system. The configuration of the exterior wall system shall include the layers and overall thickness shown in the section details of the Standard Design Drawings, while layer thicknesses, dimensions and other characteristics of the assembly shall be based on site-specific conditions.

6.5. Control Cab exterior walls shall be as follows:

i. Cab level exterior enclosure shall consist of a glazing system able to withstand load requirements in IBC Section 2404 and TFDS Section 8.6-F.2 – Cab Glass and Critical Areas.

ii. Provide a glazing system that meets or exceeds acoustic, glass, framing, shades and maintenance requirements in TFDS Section 7.3 – Cab Architectural Exterior Enclosure.

iii. Cab glazing mullions shall be sized and adapted to maximize visibility from the cab and to receive services distribution components including piping, conduit and wiring in accordance with the requirements in TFDS Section 7.3.4 – Interior and Perimeter Columns, Section 8.8 –

Concrete Slabs and Flooring, Section 12.9-F – Cab Fire Sprinkler Feed and the Standard Design

Drawings.

iv. Design and construction shall comply with FAA’s Cab Glass Specification.

6.6. Provide removable louvers and screens, where necessary, to allow maintenance and replacement of larger equipment. Coordinate louver sizes with the requirements of the mechanical equipment provided.

6.7. Provide parapets for exterior wall construction, where required in accordance with the Standard

Design Drawings. Moisture control requirements for roof systems in IBC Chapter 15 and ASHRAE

90.1 must also be considered in the parapet wall design.

7. Provide exterior windows (other than Cab windows) as follows:

7.1. Evaluate and provide windows in regularly occupied areas, as an alternative energy resource, to enhance the working environment, without compromising visual acuity, comfort and maintenance.

7.2. Glazing shall be able to withstand load requirements in IBC Section 2404 and TFDS Section 8.6-F.1

– Administrative and Non-Critical Areas

7.3. Provide burglar proofing system for all windows within 16 feet of the ground to meet the security requirements in FAA Order 1600.69 for a Facility Security Level (FSL)-1 Critical Infrastructure facility.

The Design-Builder shall coordinate the final security level determination and associated requirements with the FAA.

8. Provide exterior doors as follows:

8.1. Exterior doors, frames and hardware shall meet the security requirements in FAA Order 1600.69 for a Facility Security Level (FSL)-1 Critical Infrastructure facility, including the following:

i. Perimeter doors shall be made of solid, close, or tight grained wood, steel or employ sheet metal/metal clad 14-gauge (0.0747 inches) or thicker. Glass doors shall have tempered, or

ANSI-rated burglary resistant glass or an equivalent film or laminate applied (glass embedded with wire mesh may also be used).

ii. Door frames shall be substantial and consistent with door construction.

iii. Door hardware shall be Builders Hardware Manufacturers Association (BHMA) Grade 1.

However, the Design-Builder shall coordinate the final security level determination and associated requirements with the FAA prior to design.

8.2. Provide interior mounted hinges or modify to prevent removal on exterior doors.

8.3. Where applicable, provide latch guards or astragals in perimeter doors and critical operational area doors.

8.4. All doors shall be provided with FAA-standard locking systems. Provide request-to-exit devices for egress.

8.5. Provide doors within a means of egress in accordance with NFPA 101 Chapter 7 and TFDS Section

12.7 – Means of Egress.

8.6. Where required, provide fire door assemblies in accordance with NFPA 101 Chapter 8, NFPA 80 and

NFPA 105.

8.7. All exterior doors and hardware shall comply with ADA/ABA guidelines and local jurisdiction accessibility requirements.

SECTION B30 ROOFING

1. Roofing includes roof coverings, insulation, flashings, trims, gutters, downspouts, openings and other related features.

2. The design and construction of the roofing system shall be in accordance with the applicable codes in

Section Z – General and all referenced standards and codes contained in each.

3. The roofing system must be designed considering the ATCT as an essential facility (Risk Category IV), per

IBC. The fire resistance rating requirements for roofing members shall at least comply with construction type I-B, in accordance with IBC Table 601

4. Load assumptions, environmental load criteria and design events shall be site-specific. The design shall comply with TFDS, IBC and ASCE 7. Where conflicting loading requirements exist, the most stringent shall apply.

5. Provide structural capability for antennas to be located on the Control Cab roof and lower-level roofs.

The number and location of antennas shall be as directed by the FAA during the design phase.

6. Provide high-traffic walkway pads, where required, to grant access for servicing and maintenance of antennas and other roof-mounted equipment.

7. Provide roofing systems for the Control Cab and at the Console Access Level with a minimum 25-year design life.

8. Refer to the following list of roofing items from the Standard Design Drawings that are fixed and shall not be modified during site adaptation:

• Occupiable inverted membrane roof assembly (IRMA) at the Second Intermediate Level, Console Access Level and Catwalk.

• Fleeceback EPDM roofing system at the Cab.

• Cab mullion assignment for concealment of vertical drains.

The Standard Design Drawings show the design approach for above-listed prescriptive requirements for roofing systems. However, it is the Design-Builder’s responsibility to conduct analysis and investigations and base its final design on the results of those analysis and investigations.

9. Provide roof covering as follows:

9.1. Provide roofing system to comply with the following insulation requirements:

B. Roof covering systems shall conform to the design approach prescribed in the Standard

Design Drawings and shall comply with all applicable design requirements in IBC Chapter 15.

C. Provide continuous insulation through a single-ply EPDM roofing system to minimize thermal bridging at the Control Cab in accordance with TFDS Section 7.3.10 – Thermal

Barrier Continuity at Cab Structure. The membrane system specified for use in the roofing system shall meet the requirements referred to in IBC Section 1507.12. Avoid mechanically attached roofing systems to the maximum extent practical, to prevent air intrusion and condensation.

D. Install walk pads as part of the Cab roofing system, to provide access to antennas and other roof-mounted equipment. The number and location of antennas shall be as directed by FAA during design phase.

E. Where heavy foot traffic is expected, such as at the Console Access Level, the roofing system shall be protected by ballast pavers.

F. Provide vapor retarder/barrier, water-resistive barrier, and air barrier, based on site-specific climate conditions in accordance with applicable ASHRAE 90.1 calculations, to meet or exceed FAA’s and Federal energy savings requirements.

G. Moisture control requirements for roof systems in IBC Chapter 15 and ASHRAE 90.1 shall also be considered in the design of parapet walls.

9.2. Provide roofing systems to comply with the following drainage requirements:

A. Provide primary roof drainage system designed and installed in accordance with IBC Section

1502, ASCE 7 Chapter 8 and other applicable local codes.

B. Provide primary and secondary roof drainage systems designed considering rain loads in accordance with IBC Section 1502, ASCE 7 Chapter 8 and other applicable local codes. For the design of secondary roof drainage systems (scuppers) assume blockage of the primary system, per ASCE 7 and IBC.

C. Downspouts shall be concealed inside glazing mullions to avoid obstructions of the line-of-sight from the Control Cab. Mullions used for roof drains shall be designed and constructed to prevent condensation, freezing and rusting from taking place.

D. Piping for roof drains shall be Type-K soft-temper copper. Flexible stainless-steel piping may be used only if there is no ability to use the former.

E. The roof drainage system shall be insulated in accordance with the noise and thermal requirements in TFDS Section 10.2-E – Noise Insulation and Section 10.2-G – Drain and

Downspout Insulation.

9.3. Provide roofing systems to comply with the following roof opening requirements:

A. Provide a roof hatch to access the roof from the Cab operating floor.

B. Flashings shall be carefully designed and installed to comply with the requirements in IBC

Section 1503 and TFDS Section 7.3.10 – Thermal Barrier Continuity at Cab Structure.

SECTION C10 INTERIOR CONSTRUCTION

C – INTERIOR

1. Interior construction shall include space programming, interior partitions, interior doors, and fittings appropriate for building performance.

2. Provide the superstructure in accordance with the applicable codes in Section Z – General and all referenced standards and codes contained in each.

3. Coordinate site-specific requirements with applicable interior construction requirements in TFDS Section

5.8 through 5.13, considering the following exceptions:

3.1. Interior construction requirements for Lobbies in TFDS Section 5.8.1 do not apply.

3.2. Interior construction requirements for Connecting Link in TFDS Section 5.8.2 do not apply.

3.3. Interior construction requirements in TFDS Section 5.10.1 apply to the Lounge & Locker room.

Comply with the requirements in Item 1 through 4 in TFDS Section 5.10.1-B. In Item 3, provide microwave oven and refrigerator only. Items 5 through 7 do not apply.

3.4. Construction requirements for Loading Docks in TFDS Section 5.11.9 do not apply.

3.5. Interior construction requirements for TRACON Operation Rooms in TFDS Section 5.12.1 do not apply.

3.6. Interior construction requirements for ATCT Tower Shaft Use and Occupancy in TFDS Section 5.13.1 do not apply.

4. Refer to the following list of interior construction items from the Standard Design Drawings that are fixed and shall not be modified during site adaptation:

• Floor to floor heights.

• Clear ceiling heights (per TFDS).

• Core clear dimensions (stairway, elevator hoistway, electrical and plumbing chase).

• Program layouts and room adjacencies.

• Minimum net areas of program spaces.

• Maximum cab sill height.

• Cab and Console Access Level floor plans. Cab and Console Access Level fire-proofing shall be of the intumescent paint type as per TFDS- 12.5- Construction and finishes.

• Fire Life Safety (FLS) plans for egress from the Cab and Console access level to the means of egress at the Junction Level.

The Standard Design Drawings show the design approach for above-listed prescriptive requirements for interior construction. However, it is the Design-Builder’s responsibility to conduct analysis and investigations and base its final design on the results of those analysis and investigations.

5. Provide space programming as follows:

5.1. Space layout and configuration shall conform to the Standard Design Drawings. The Standard

Design Drawings contain layout drawings that exhibit prescriptive technical and operational space requirements. The dimensions of interior spaces shown on these drawings, including proposed use of partitioned areas, room adjacencies and designations are fixed for safe and efficient facility operation, considering clearances for equipment maintenance, operation and replacement, peak personnel traffic, security, accessibility, life safety, acoustical, lighting and thermal requirements and any other applicable requirement in accordance with TFDS. If the Design-Builder determines the spaces provided in the Standard Design Drawings are not sufficient or if additional rooms/spaces are required for code compliance or to enhance functionality, circulation, or other design concepts, it is the Design-Builder's responsibility to promptly notify the FAA.

5.2. Site-specific design requirements for the Control Cab such as size, orientation, location, elevation, etc., specified in the Siting Study.

6. Provide interior partitions as follows:

6.1. Room partition requirements shall conform to dimensions shown in the Standard Design Drawings.

Where greater wall thicknesses are required to fulfil structural, insulation, utilities concealment needs, code mandated clearances and tolerances, etc.; walls shall expand outwards.

6.2. All interior partitions must be constructed of metal studs with gypsum board on each side. Provide concrete masonry or mass walls where required, per material requirements in TFDS Section 5.4-H

– Partitions.

6.3. Provide fixed interior partitions that extend from floor slab to the underside of the floor or roof structure above, except where floor-to-ceiling demountable or retractable partitions are specifically required.

6.4. Provide control joints and apply installation techniques as recommended by the manufacturer.

6.5. Deflection of all interior wall assemblies shall not exceed L/360.

6.6. Sound-rated partition assemblies shall comply with minimum Sound Transmission Coefficient (STC) as indicated in TFDS Table 5-7. Acoustic Design Criteria Matrix.

6.7. Provide fire and smoke barriers as required in TFDS Section 12.6-B – Cab/Cable Access Ring Smoke

Barrier Scheme, except a Console Access ring is not mandatory, instead NFPA 75 requirements apply.

6.8. Fire rated wall assemblies shall be installed to separate areas of hazardous occupancies from each other and from areas of ordinary or light hazard occupancy. Provide fire rated and/or smokeproof wall assemblies in accordance with IBC, NFPA 101, NFPA 75, TFDS Chapter 12 – Fire Protection and

Life Safety and applicable local code requirements and all referenced standards and codes contained therein.

6.9. All openings through fire-rated partitions shall be protected with approved fire-resistance-rated assemblies in accordance with NFPA 101 Section 8.3.3.

6.10. All penetrations through fire-rated partitions shall be protected with firestopping systems in accordance with NFPA 101 Section 8.3.4 and TFDS Section 12.6-D – Firestopping Workmanship, Section 12.6-E – Dynamic Cable Penetrations and Section 12.6-F – Firestop Vendor.

7. Provide interior doors as follows:

7.1. Provide interior doors for individual rooms as appropriate including all hardware and accessories required for complete and operable assembly.

7.2. Provide standardized interior doors to the maximum extent practical with a design and finish compatible with the interior architectural character of the building. Where rooms with different door requirements are connected by a door, provide a door type that meets the security and durability as well as finish requirements of both spaces.

7.3. Provide interior doors and hardware and physical access control systems (PACS) to control access to employee entrance doors meeting the security requirements of a Facility Security Level (FSL)-1

Critical Infrastructure Facility per FAA Order 1600.69 and TFDS Section 11.29 – Security Systems.

However, the Design-Builder shall coordinate the final security level determination and associated requirements with the FAA.

7.4. All interior doors and hardware shall meet the accessibility requirements of the ADA/ABA

Standards and local jurisdiction accessibility requirements.

7.5. Provide doors and their accompanying frames in accordance with materials and system requirements in IBC Section 1010 and TFDS Section 5.4-E – Doors and Frames, and door hardware as per TFDS Section 5.4-F – Door Hardware.

7.6. Provide acoustically rated door assemblies for doors leading to sound sensitive rooms as required in TFDS Table 5-7. Acoustic Design Criteria Matrix. Provide light-proof gasketing for room functions that require darkness.

7.7. Where required as per NFPA 101 Section 8.3.3, provide fire rated and smokeproof door assemblies in accordance with NFPA 80 and NFPA 105.

7.8. Provide doors within a means of egress in accordance with requirements in NFPA 101 Chapter 7 and TFDS Section 12.7 – Means of Egress.

8. Provide specialties as follows:

8.1. Provide all architectural specialties such as compartments, cubicles, toilet partitions, toilet accessories, identifying devices, lockers, shelving, fire cabinets, counters, cabinets, casework, closets, firestopping penetrations, sprayed fire-resistive material, entrances floor grilles and mats and ornamental metalwork in accordance with requirements for material, finish, accessibility and other applicable criteria in IBC, TFDS and NFPA 101. Coordinate with occupancy, function, and associated site-specific requirements.

8.2. Architectural specialties, including furniture and furniture systems shall be provided in accordance with TFDS Chapter 5 – Architectural Interiors, subject to coordination with FAA during design phase.

Refer to Section E20 - Furnishings.

SECTION C20 STAIRS

SECTION C20 STAIRS

1. Provide stairs, including stair construction and stair finishes, to offer safe egress from the tower.

2. Refer to the following list of stair items from the Standard Design Drawings that are fixed and shall not be modified during site adaptation:

• Location of stairs.

• Stairwell core interior clear dimensions.

• Stairwell pressurization methodology.

The Standard Design Drawings show the design approach for above-listed prescriptive requirements for stairs design. However, it is the Design-Builder’s responsibility to conduct analysis and investigations and base its final design on the results of those analysis and investigations.

3. Stairways shall be in accordance with means of egress requirements in NPFA 101 Chapter 7 and TFDS, and accessibility requirements in ADA/ABA standards.

4. The design shall have a single egress stair serving the tower from lowest floor level, through the non-occupied shaft, up to the Cab stair. The stairs shall provide access to the intermediate, mechanical access, subjunction, junction and console access levels. Design-Builder to determine if more than one means of egress is required to comply with the applicable requirements in NFPA 101 and OSHA standards.

5. Provide stair construction as follows:

5.1. Provide permanently fixed interior stairs. Stair components such as structure, platform, and landing, not including handrails, shall be constructed of non-combustible materials in accordance with NFPA 101.

5.2. Minimum width as well as other dimensional criteria, including tolerances, shall comply with the requirements for new stairs is NFPA 101 Chapter 7, except for overhead clearance, where TFDS specifically requires greater dimension than the minimum specified in NFPA 101. Minimum width requirements for ATCT Stairs in TFDS Section 5.13.2 – ATCT Stairs do not apply.

6. Provide stair finishes as follows:

6.1. Provide handrails on both sides of the stairwell to meet all requirements for fall protection, dimension, clearance, loading and other applicable criteria in NFPA 101 Chapter 7, OSHA 1910.28 and 1910.29. The railing shall have painted finish in accordance with the minimum finish requirements in TFDS Chapter 5 – Architectural Interiors. The railing from the Junction level to the cab level shall have a stainless-steel finish on both sides.

6.2. Stair treads, stringers, risers and undersides shall be in accordance with the minimum finish requirements in TFDS Chapter 5 – Architectural Interiors. The finish to the stair treads, risers and landings from the Junction level to the Cab level shall be raised rubber floor tile type SRF.

SECTION C30 INTERIOR FINISHES

1. Provide interior finishes including wall, floor, wall base, and ceiling finishes in accordance with TFDS

Section 5.5 – Interior Room Finish Requirements and Section 7.2 – Cab Architectural Interior, IBC…