Attachment 04 - TMB TFDS Supplement.pdf

Attachment 04 – Supplemental Requirements Page 1 of 5

ATTACHMENT 04 – SUPPLEMENTAL REQUIREMENTS to TFDS In addition to the design requirements indicated in the TFDS V2.1, design submittals must comply with the following criteria.

CIVIL

In addition to the submittal requirements indicated in the TFDS V2.1, provide the following:

a) Design a site plan to satisfy requirements in updated federal guidelines defined within the FAA Facility Security Management Order 1600.69D.

b) Ensure the site plan is graded to provide positive drainage off-site and away from the buildings. Minimum grades in pavement and concrete areas shall be 1%. Minimum grades in landscaped areas shall be 3% unless the landscaped area serves a stormwater management purpose and is designed to be graded at a lesser slope.

c) Provide a topographic site survey locating all existing utilities: sewer, stormwater, potable water, electrical, telephone, duct banks, roads, ponds, drainage systems, wetlands boundaries, and state waters delineations as applicable.

d) Show existing grades in dashed lines and proposed final grades in solid lines.

e) Provide a comprehensive geotechnical report with recommendations for foundation and seismic design as applicable.

f) Prepare a lease drawing with a metes and bounds description for the ATCT facility. A legal survey by a registered surveyor is required. Include the latitude and longitude of the center of the ATCT shaft. The center of the ATCT shaft shall be tied to a runway threshold. The FAA will acquire all real estate rights utilizing the lease drawing and description provided under this task.

g) Building utilities (water, sewer, storm, electrical, and telephone) shall be coordinated with local airport authorities and utility companies and shall be included in the design. All utilities shall connect to adequate sources.

h) Design routing of new cables into new ATCT. Provide details of any required manholes and duct banks.

i) Landscaping shall be minimal to meet local requirements and shall be low maintenance, and be mindful of the guidance outlined in HPSB.

j) Provide street profiles for driveways that are 500 linear feet or longer.

k) Management of stormwater runoff from the site shall follow applicable

Federal, State, and Local requirements.

l) Provide Hydrology Report for the development, which shall include Pre- and

Post-Developed Drainage Maps and hydrographs, Stage/Storage Discharge Volume Calculations, the hydrologic method (e.g., SCS, Rational) used, Runoff Coefficient/Curve Number assumptions and calculations, Time of Concentration calculations, pond routings, downstream assessment, Outlet Control Structure Details and Water Quality treatment measures and calculations.

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m) Depict 100-year Ponding Elevation and Volume of Storm Water Management Pond(s) on the Grading Plan in the drawings. Provide Storm and Sewer Profiles in the Drawings.

n) Storm profiles should be shown with an exaggerated vertical scale to better show the pipe slopes, pipe crossings, and grade lines (i.e. 1”=50’ for horizontal, 1”=25’ for vertical).

o) Stationing of the profiles shall begin from headwalls or low points. Indicate pipe crossings (water lines included) on profiles. The storm profiles shall indicate the 100-year Hydraulic Grade Line.

p) Storm drain piping shall be named in a logical, sequential manner. Draw profiles to site datum elevations.

q) Show hydraulic grade lines as determined by the local jurisdiction. For each structure, the profile shall list the top elevation, station #, invert in elevation (each pipe if necessary), and invert out (each pipe if required).

r) Pipe material, slope, size, and linear footage for each segment of the pipe will be shown. Pipe lengths shall be shown in whole numbers, and the material and lengths available are considered as part of the storm drainage design.

s) Provide three-phased minimum Erosion Control Plan drawings.

STRUCTURAL

In addition to the submittal requirements indicated in the TFDS V2.1, provide the following:

a) The structural design of the TMB ATCT shall follow the requirements of the FAA Terminal Facility Design Standard V2.1, the 2021 International Building Code as amended by the 2023 Florida Building Code, and ASCE 7-22 “Minimum Design Loads for Buildings and Other Structures.”

b) Wind Tunnel Testing:

a. Engage wind engineering consultant to perform wind tunnel testing and develop a report indicating wind tunnel results and wind design criteria recommendations for the design of the TMB ATCT.

b. See “TMB Minimum Wind Tunnel Testing Requirements,” dated December 18, 2014, for minimum requirements.

c) Blast Mitigation:

a. As required in FAA Order 1600.69D for a Facility Security Level 1.

HVAC

In addition to the submittal requirements indicated in the TFDS V2.1, provide the following:

a) Provide for the critical portion of the Base Building load (Electronic Equipment, Telco, Control Room, and UPS) and the tower to be on a 100% redundant system.

Coordinate with the AJW-E11D mechanical engineer for the proposed design.

b) Provide HVAC Direct Digital Controls (DDC) system from Schneider Electric with Smart Struxture Software.

c) Equipment shall be located so personnel are not within 6 feet of a roof edge for typical maintenance and operation.

d) Mechanical load per square foot for electronic equipment load is indicated in TFDS.

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e) Any space containing the UPS, or an inverter system must be sized for the additional heat load these systems provide.

f) Mechanical Space Setpoints that differ from TFDS shall be:

i. Mechanical Equipment Rooms

1. Winter/Summer: 75F (+/-3F)

2. Winter Humidity Requirements: 40-60%

3. Summer Humidity Requirements: 40-60%

ii. Electrical Equipment Rooms (UPS, Battery Room, etc.)

1. Winter/Summer: 75F (+/-3F)

2. Winter Humidity Requirements 40-60%

3. Summer Humidity Requirements: 40-60%

PLUMBING

a) Provide plumbing design matching the furnished prototype drawings.

b) Cab Window Defogger shall be the typical chemical surfactant system with a DDC interface utilizing a Surface Pro control panel installed in the cab, not the Reverse Osmosis indicated. FAA will provide typical details to the awarded A/E firm before

NTP.

ELEVATOR

Deviation from the TFDS V2.1 provides the following:

a) Design for a machine room-less (MRL) type elevator system. Coordinate with local suppliers to determine which supplier can support elevator maintenance after contract completion. A supplier should be one that is primarily used on or around the airport and can provide optimum response in the event of an outage.

b) Dual Elevators must be provided in the ATCT Shaft design for fire service (FSAE).

ELECTRICAL

a) The electrical system shall be a Single Radial with Engine Generator and Facility Uninterruptible Power Supply. The electrical system shall also contain a fire-life safety bus per the FLS Jacobs Report dated July 2021.

b) Provide electrical short circuit coordination and arc flash hazard analysis by the equipment manufacturer of the power system in accordance with FAA Order

6950.27. The coordination study shall be completed by the last branch breaker.

Reduce arc flash levels while maintaining selective coordination where possible.

c) Provide load flow/voltage drop analysis for the electrical distribution system.

d) Provide non-essential, essential, critical, and life safety buses as required. Design in accordance with NFPA 70, 78, FAA-STD-032, FAA-C-1217h, FAA Order 6480.7E and Jacobs FLS Study.

e) Provide design of Lightning Protection, Grounding, Bonding, shielding systems as required in FAA Standard 19f and NFPA 780. Design the ATCT and base building

Attachment 04 – Supplemental Requirements Page 4 of 5 structural and reinforcing steel to be electrically continuous. Perform soil resistivity measurements, which are to be included in the record drawings.

f) Provide Surge Protective Devices (SPDs) as required by FAA-STD-19f.

g) Coordinate all requirements for power service with the local Power Company.

Obtain available fault current from the electrical service to use in the Short Circuit Coordination Study.

h) Show an estimated total connected load and demand factors, diversity, and resulting demand load (kW). Loads should be broken down to show lighting, receptacles, HVAC, heating, pumps, fans, FAA electronics, etc. Estimate transformer/panel sizes based on the expected load for the first submittal.

i) Provide a network-based lighting control system that utilizes daylight harvesting and fixtures to the maximum extent possible. The complete lighting system should comply with requirements outlined in ASHRAE 90.1-2013 Part 2. Lighting considered should provide cost cost-benefit analysis showing the annual cost of power and maintenance for each fixture type over the service life. These costs, along with the first cost, will assist in determining fixture types.

j) Coordinate all requirements for telephone service with the local Telephone Company. Provide diverse routing of telephone conduits from the end of lease line to TELCO room.

k) Coordinate all requirements for FAA electronics service with the FAA electronics engineer assigned to the project. Provide diverse routing of FAA conduits from the lease line to the FAA Equipment Room(s), typically the Radar Room and NAV/COM room. Provide a path from the base building to the equipment room and/or Console access level in the ATCT.

l) Coordinate relocation of Airport Authority-owned field lighting cables with Airport Authority. Provide two four-inch conduits to be used for field lighting cables. Design relocation of field lighting control panel to new ATCT. The airport authority will connect field lighting cables.

SECURITY SYSTEM

a) Design to meet security requirements for a Facility Security Level (FSL) 1 following FAA Order 1600.69D “Facility Security Management Program”. Incorporate security infrastructure as designed by the FAA’s current security infrastructure contractor.

FIRE PROTECTION

a) A licensed fire protection engineer shall prepare or review the design documents for all items at TFDS Chapter 12, including but not limited to the following.

1. Coordinate with the fire authority that has jurisdiction and intent for a manual wet pipe standpipe system.

2. Civil/site issues for emergency responder access, water supply, and building exposure.

b) Building construction, fire barriers, fire/smoke barriers, and opening protection with dampers, doors, and fire stopping

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c) Means of egress and occupant load calculations

d) Smokeproof exit enclosure(s)

e) Fire alarm system, fire sprinkler suppression system, fire extinguishers

f) Post-fire smoke removal

g) Protection of NAS space per NFPA 75

h) Elevator systems and Fire Protection & Life Safety Electrical Mandates

i) Fire Protection & Life Safety Design Drawings

BIM REQUIREMENTS

Following the FAA BIM Execution Plan v 1.0:

a) Provide a Project Execution Plan (PxP) for the design.

b) Provide 3D BIM for all building disciplines (Not Civil). Convert final drawings to 2D.

CAD format.

c) Provide a BIM model demonstration/presentation, including clash detection as requested, the 45%, 70%, 100%, and Final design review meetings.

d) Provide the FAA the training required to open, evaluate, and modify the BIM model.

HPSB REQUIREMENTS

a) Provide worksheets and documentation to document the proposed TMB ATCT and Base Building to ensure they meet the Federal High-Performance Sustainable Building (HPSB) Guiding Principles.

b) Submit a Sustainability Report to the FAA outlining strategy to meet or exceed the minimum sustainability requirements. The FAA encourages using alternative renewable energy sources, and strategies that reduce energy and water consumption. Sustainability Report must be submitted along with the Architectural submittal during every formal submission and updated at each submittal if applicable.