Works of Samuel - Aviation by Samuel Nassif Ness

Works of Samuel

TABLE OF CONTENTS

EWR: Newark Airport Master Planning

.............................................................................................................................................. 4 - 13

- Transportation

LGA: LaGuardia Airport - Terminal C

........................................................................................................................................................ 14 - 27

- Transportation

Amtrak Railway: ADA Compliance

............................................................................................................................................................. 28 - 29

- Transportation

Kuwait International Airport - Terminal 2 - Transportation

GTAA Terminal 1 Air Canada - Transportation

JFK Terminal - 4 - Transportation

Changi Railway System

....................................................................................................................................................................... 42 - 51

........................................................................................................................................................................................... 52 - 61

Changi Airport Terminal - 2 & 3 - Transportation

........................................................................................................................................................ 30 - 41

................................................................................................................................................................. 62 - 67 ............................................................................................................................................................................ 68 - 69

- Transportation

JFK Terminal - 6 - Transportation

........................................................................................................................................................................................ 70 - 98

EWR: Newark Airport Master Planning - Transportation

EWR Master Plan Concepts Explored by PANYNJ

Concept 2 Triggered from This Concept

Concept 2 Central Processor Triggered from This Concept

Additional Plan Concepts Additional EWR EWR MasterMaster Plan Concepts Explored byExplored United by United

SS2 JA1 SS5 JA2

Option Option 1 1 END STATE EWR MASTERPLAN AIRCRAFT PARAMETERS OF DESIGN TERMINAL / CONCONOURSE

AIRCRAFT LINEAR FRONTAGE (LF)

MAX MAX NB AIRCRAFT INTERNATION AL WB CONFIGURATION AIRCRAFT (ADG III) (ADG V) *

800

4,900

5,392

4,529

5,382

4,497

25,500

174

TOTAL:

* REDUCES NB AIRCRAFT COUNT

WALKING DISTANCE PATH

DISTANCE FT

( T O F UR T H E ST GA T E )

T1 HH - A

2,500

T1 HH - B

1,500

T2 HH - C

3,000

T2 HH - D

3,000

T2 HH - E

4,300

T2 HH - F

5,500

SS1 SS1 JA5 Option 1 – Potential Phasing Strategy JA5 Option 1 – Potential Phasing Strategy SS1 JA5 Option 1 – Potential Phasing Strategy

Option 1 - Phasing Strategy

Phase 1 Phase 1

Phase 2 Phase 2

Phase 3 Phase 3

Phase 4 Phase 4

Phase 1

Phase 2

Phase 3

Phase 4

Phase 5 Phase 5

Phase 6 Phase 6

End State End State

Phase 5

Phase 6

End State

Note: Phasing durationsdurations are indicative only Note: Phasing are indicative only

Master Planning Statement

Note: Phasing durations are indicative I worked on the development of a only comprehensive master plan concept with Corgan for Newark Liberty International Airport (EWR), exploring the integration of Terminals A, B, and C into a single headhouse with four concourses to accommodate 157–174 gates serving both international and domestic flights, including Federal Inspection Services (FIS) for international arrivals. The concept addressed terminal capacity, passenger flow optimization, gate allocation, security screening enhancements, baggage handling systems, and airside/landside connectivity. The master plan incorporated the existing Terminal 1 with the new Terminal 2 design, linking the two headhouses. It also integrated sustainability measures, operational efficiency improvements, and flexibility for future growth—ensuring the terminal meets evolving industry standards and passenger expectations..

10 10

SS3 JA4 SS6 JA3 SS7 JA6 SS8 JA7 SS9 SS11 JA8

Option 2 Option 2 - Phasing Strategy END STATE EWR MASTERPLAN AIRCRAFT PARAMETERS OF DESIGN

MAX AIRCRAFT MAX NB TERMINAL / LINEAR AIRCRAFT INTERNATIONAL CONCONOURSE FRONTAGE CONFIGURAT WB AIRCRAFT (LF) ION (ADG III) (ADG V) * T1

800

5,350

3,600

4,400

2,300

1,500

22,350

157

TOTAL:

WALKING DISTANCE PATH

(T O F UR T H ES T G A T E )

DISTANCE FT

T1 HH - A

2,500

T1 HH - B

1,500

T2 HH - C

2,800

T2 HH - D

2,500

T2 HH - E

2,300

T2 HH - F

3,000

T2 HH - G

2,600

JA9 SS10 JA10

Option 2 - Terminal 1 FIS Expansion Options

Option 1 ( FIS North of T1)

Option 2 ( FIS South of T1)

SS12 SS13 JA11 SS15 SS16 JA12

Option 2 - Phasing Strategy Option 2 - Phasing Strategy

Phase 1

Phase 2

Phase 3

Phase 5

Phase 6

End State

Phase 4

Note: Phasing durations are indicative only

LGA: LaGuardia Airport - Terminal C

- Transportation

Aerial View from East 15

LaGuardia Aerial

Existing Terminals C and D Aerial

EXISTING SITE PLAN

SITE PLAN

SITE AND AIRFIELD PLANNING

EXISTING SITE PLAN EXISTING SITE PLAN

CTB & DELTA SITE PLAN

DUAL TAXILANES

AIRCRAFT START UP POSITIONS 17

PULL THROUGH DEICE PLAN

ATCT SHADOW STUDY

PART 77 STUDY

7460 PLAN WITH CRANE MOVEMENT AREA

PHASE 1

PHASE 4

PHASE 8

PHASE 9

PHASING

PHASE 5

PHASE 6

PHASE 10

PHASE 11 21

ARRIVALS LEVEL FLOOR PLAN

DEPARTURES LEVEL FLOOR PLAN

I assisted with both the master planning and construction documents for LaGuardia Airport’s Terminal C redevelopment. The phased delivery approach began with the construction of Concourse G, followed by the other concourses, all coordinated with the development of the centralized headhouse. This sequencing allowed for smooth operational transitions and maintained terminal functionality throughout construction. My work supported detailed planning and documentation to ensure efficient phasing, constructibility, and integration between the headhouse and each concourse, resulting in a new facility with a total of 37 gates.

SECURITY CHECKPOINT AND CONNECTOR LEVEL FLOOR PLAN

SKY CLUB LEVEL FLOOR PLAN

SOUTHEAST VIEW

NORTHEAST VIEW

NORTHWEST VIEW

SOUTHWEST SOUTHWEST VIEW VIEW

1 1

14 14

HEADHOUSE BUILDING SECTION The headhouse of LaGuardia’s Terminal C serves SECTION as the HEADHOUSE BUILDING central hub for arrivals, departures, security screening, and baggage handling. Spanning approximately 850,000 square feet, it provides a spacious, light-filled environment designed to enhance passenger experience and streamline terminal operations. The headhouse seamlessly connects to four concourses, facilitating efficient passenger flow and easy access to gates while integrating modern amenities and sustainable design features.

Departure Level view to Concessions Mezzanine

Conessions Mezzanine to Departure Gates Below

Check-In Hall

Departure Gate Holdroom

Airside Connector to Concourses and Gates

Baggage Claim Hall

Departures Roadway

Departures Roadway 27

Amtrak Railway: ADA Compliance - Transportation

I collaborated with AECOM to develop ADA-compliant accessibility solutions for Amtrak stations across the United States. This involved designing and detailing various vertical circulation elements—such as ramps and lifts—to accommodate the diverse configurations of each station. Given the unique challenges presented by different locations, we tailored our designs to ensure compliance with ADA standards, enhancing accessibility for all passenger

STRUCTURE STRUCTURE

GEOMETRY STRUCTURE

Form and Structural Concept of Kuwait International Form and Structural Concept of Kuwait International Airport Terminal 2 (T2) Airport Terminal 2 (T2) The form and structural concept of Kuwait International The formTerminal and structural ofby Kuwait Airport 2 (T2),concept designed FosterInternational + Partners, is Airport Terminal 2 (T2), designed by Foster + Partners, based on an innovative Y-shaped trefoil geometry that isblends based on an elegance innovativewith Y-shaped trefoil geometry blends architectural structural efficiency. Thisthat design architectural elegance with structural efficiency. This design approach enhances functionality, optimizes passenger approach functionality, optimizes while passenger movement,enhances and ensures future adaptability, addressing movement, and ensures future adaptability, whileenvironment. addressing the unique climatic challenges of Kuwait’s desert the unique climatic challenges of Kuwait’s desert environment.

ROOF CANOPY PLAN ROOF CANOPY PLAN

ROOF REFLECTED CEILING PLAN ROOF REFLECTED CEILING PLAN

ROOF STRUCTURE PLAN ROOF STRUCTURE PLAN

ROOF UPPER SURFACE PLAN ROOF UPPER SURFACE PLAN

•Functional Efficiency: The Y-shaped configuration •Functional Efficiency: The Y-shaped configuration minimizes walking distances for passengers, reducing minimizes walking distances for passengers, reducing congestion and improving circulation between the terminal’s congestion improving the terminal’s core and theand gates locatedcirculation at the endsbetween of the three piers. core and the gates located at the ends of the three piers.

Structural System and Shell Concept Structural System and Shell Concept The structural system of T2 is anchored by a double-curved The structural of T2 integrates is anchored by a double-curved concrete shellsystem roof, which seamlessly with the concrete roof, to which integrates seamlessly with the Y-shapedshell footprint provide both structural integrity and Y-shaped footprint to provide both structural integrity and aesthetic cohesion. Contributed to the Kuwait International Airport project, designed by Foster + Partners, through both construction documentation and aesthetic cohesion.Concrete Form and Architectural Concept •Double-Curved Shell: The roof shell is Form and Architectural Concept •Double-Curved Concrete Shell: The roof shell issupports, engineered to span large distances with minimal construction administration. In the documentation phase, developed detailed drawing packages, coordinated multidisciplinary inputs, and •Y-Shaped Trefoil Layout: The terminal’s footprint follows a engineered to span large distances with minimal supports, allowing for column-free interiors that maximize flexibility •Y-Shaped Trefoil Layout: The terminal’s footprint follows a trefoil plan with three symmetrical wings extending outward allowing for column-free interiors that maximize flexibility ensured compliance with design intent, technical standards, and constructibility requirements. Transitioning into construction administraand space utilization. trefoil with threecreating symmetrical wings extending from aplan central core, a Y-shaped form. This outward layout and spaceCore utilization. •Central as Structural Anchor: The core serves as the from a central core, creating a Y-shaped form. This layout efficiently distributes passenger flows whileto allowing for the •Central Coreanchor, as Structural Anchor: The from core the serves the tion, I spent three years on-site in Kuwait, reviewing submittals, responding RFIs, conducting field and coordinating with mainobservations, structural distributing loads roofas shell efficiently distributes passenger flows while allowing for the seamless separation of arrivals, departures, and transfer main structural anchor, distributing loads from the roof shell and supporting the three extending wings. This approach separation of arrivals, departures, zones. contractors and consultants to resolveseamless design and construction issues in real and time.transfer My role involved maintaining control,wings. monitoring and supporting thequality three extending This approach minimizes structural complexity while maintaining stability. zones. •Inspired by Kuwaiti Heritage: The form draws inspiration minimizes structural complexity while maintaining stability. •Varying Thickness and Curvature: The shell’s thickness. •Inspired by Kuwaiti Heritage: The form draws inspiration progress against the schedule, and ensuring that field execution aligned with the approved design and specifications. from traditional dhow sails, reflecting Kuwait’s maritime •Varying Thickness and Curvature: The shell’s thickness. from traditional dhow sails, modern reflectingengineering Kuwait’s maritime history while incorporating techniques to history incorporating achievewhile a fluid and organicmodern design. engineering techniques to achieve a fluid and organic design.

Form and Structural Concept of Kuwait International

Form and Architectural Concept

Structural System and Shell Concept

Airport Terminal 2 (T2)

• Y-Shaped Trefoil Layout: The terminal’s footprint follows a trefoil plan with three symmetrical wings extend-

The structural system of T2 is anchored by a double-curved concrete shell roof, which integrates seam-

The form and structural concept of Kuwait International

ing outward from a central core, creating a Y-shaped form. This layout efficiently distributes passenger flows

Project 01/08 lessly with the Y-shaped footprint to provide both structural integrity and aesthetic cohesion.

Airport Terminal 2 (T2), designed by Foster + Partners, is

while allowing for the seamless separation of arrivals, departures, and transfer zones.

• Double-Curved Concrete Shell: The roof shell is engineered to span large distances with minimal

based on an innovative Y-shaped trefoil geometry that blends

• Inspired by Kuwaiti Heritage: The form draws inspiration from traditional dhow sails, reflecting Kuwait’s

supports, allowing for column-free interiors that maximize flexibility and space utilization.

architectural elegance with structural efficiency. This design

maritime history while incorporating modern engineering techniques to achieve a fluid and organic design.

• Central Core as Structural Anchor: The core serves as the main structural anchor, distributing loads from

Project 01/07 Project 01/07

approach enhances functionality, optimizes passenger movement, • Functional Efficiency: The Y-shaped configuration minimizes walking distances for passengers, reducing

Project 01/08

the roof shell and supporting the three extending wings. This approach minimizes structural complexity

and ensures future adaptability, while addressing the unique

congestion and improving circulation between the terminal’s core and the gates located at the ends of the

while maintaining stability.

climatic challenges of Kuwait’s desert environment.

three piers.

• Varying Thickness and Curvature: The shell’s thickness.

Kuwait International Airport - Terminal 2

-Transportation

The new Kuwait International Airport Terminal 2 (T2), designed by Foster + Partners, is an ambitious project aimed at transforming Kuwait into a regional aviation hub. The terminal is designed to handle over 25 million passengers annually in its initial phase, with future expansion potential to accommodate up to 50 million passengers. The terminal covers an impressive footprint of approximately 708,000 square meters and features a distinctive three-pronged structure inspired by traditional Kuwaiti architectural forms, providing both functional efficiency and aesthetic elegance. 31

SHELL SHELL SHELL The Theroof roofshell shellofofKuwait KuwaitInternational InternationalAirport Airport Terminal Terminal22(T2), (T2),designed designedby byFoster Foster++Partners, Partners, isisan aninnovative innovativedouble-curved double-curvedconcrete concrete structurethat thatcombines combinesaesthetic aestheticelegance elegance structure withstructural structuralefficiency. efficiency. with Formand andConcept Concept Form TrefoilGeometry: Geometry:The Theroof rooffollows followsaatrefoil trefoil Trefoil layoutwith withthree threesymmetrical symmetricalwings wingsextending extending layout fromaacentral centralcore, core,inspired inspiredby bytraditional traditional from Kuwaitidhow dhowsails. sails. Kuwaiti CanopyEffect: Effect:The Theshell shellextends extendsbeyond beyondthe the Canopy terminal’sfootprint, footprint,providing providingsolar solarshading shading terminal’s andreducing reducingheat heatgain. gain. and

Thermal Thermaland andEnvironmental EnvironmentalPerformance Performance Heat HeatMitigation: Mitigation:The Theconcrete concreteshell’s shell’sthermal thermalmass massminimizes minimizesheat heattransfer, transfer,maintaining maintainingaacooler coolerinterior. interior. Shading Shadingand andEnergy EnergyEfficiency: Efficiency:The Theoverhanging overhangingcanopy canopyreduces reducessolar solargain, gain,and andthe theroof roofisisdesigned designedtotosupport supportfuture futuresolar solar panel panelinstallations, installations,contributing contributingtotoLEED LEEDGold Goldcertification certificationgoals. goals. Construction Constructionand andPrecision Precision Modular ModularFabrication: Fabrication:The Theroof roofwas wasconstructed constructedininmodular modularsections sectionsfor forcontrolled controlledquality qualityand andseamless seamlessassembly. assembly. Alignment AlignmentAccuracy: Accuracy:Advanced Advanceddigital digitalmodeling modelingensured ensuredprecise precisealignment alignmentduring duringconstruction, construction,maintaining maintainingthe thedesign’s design’s curvature. curvature. The Theshell’s shell’sdesign designenhances enhancessustainability, sustainability,operational operationalefficiency, efficiency,and andfuture futureadaptability, adaptability,making makingititaadefining definingfeature featureofofT2. T2.

StructuralSystem System Structural Long-SpanShell: Shell:The Theroof roofspans spans Long-Span over320,000 320,000square squaremeters, meters, over creatingvast vastcolumn-free column-freespaces spaces creating forpassenger passengermovement. movement. for LoadDistribution: Distribution:The Thecentral centralcore core Load anchorsthe thestructure, structure,ensuring ensuring anchors evenload loaddistribution. distribution. even

34 Project Project01/09 01/09

Project Project01/10 01/10

Flexibility and Maintenance Efficiency

CEILING DESIGN

Modular The x 1accommodates meter gridrecessed system allows foraireasy to mechanical, e Lighting and Accessibility: HVAC Integration: The grid1design lighting fixtures, diffusers,access and fire protection systems, ensuring a concealed and clutter-free ceiling. systems forandmaintenance Lighting HVAC Integration: and The gridupgrades. design accommodates recessed lighting fixtures, air diffusers, and fire protection Lighting and HVAC Integration: The grid design accommodates recessed lighting fixtures, air diffusers, and

systems, ensuring aThe concealed and clutter-free ceiling. Acoustic Performance: ceiling panels are engineered to improve ceiling. acoustic performance, minimizing ambient noise in the systems, ensuring a concealed and clutter-free departures area, enhancing passenger comfort. Future Adaptability: The modular provides the flexibility to ambient reconfigure Acoustic Performance: The ceiling panels areconfiguration engineered to improve acoustic performance, minimizing noise in thethe ce Acoustic Performance: The ceiling panels are engineered to improve acoustic performance, minimizing amb departures enhancingEfficiency passengeror comfort. Flexibility and area, Maintenance technological advancements operational need

departures area, enhancing passenger comfort.

Modular Accessibility: The 1 x 1 meter grid system allows for easy access to mechanical, electrical, and plumbing (MEP) Flexibility and Maintenance Efficiency systems for maintenance and upgrades. Flexibility and Maintenance Efficiency Modular Accessibility: The 1 x 1 meter grid system allows for easy access to mechanical, electrical, and plumbing (MEP) forModular maintenance andconfiguration upgrades. Futuresystems Adaptability: The modular the grid flexibility to reconfigure ceiling system in response toelectrical, future Accessibility: The 1provides x 1 meter system allows for the easy access to mechanical, and plu technological advancements or operationaland needupgrades. systems for maintenance Future Adaptability: The modular configuration provides the flexibility to reconfigure the ceiling system in response to future technological advancements or operational need

Future Adaptability: The modular configuration provides the flexibility to reconfigure the ceiling system in res technological advancements or operational need

CEILING DESIGN CEILING DESIGN

N CEILING DESIGN

The departures area ceiling at Kuwait International Airport Material and Finish Terminal 2 (T2), designed by Foster + Partners, features a High-Performance Panels: The ceiling panels The departures ceiling at Kuwait Material andComposite Finish meticulously crafted area modular ceiling systemInternational composed ofAirport 1 are typically made from high-performance composite Terminal 2 (T2), designed by Foster + Partners, features x 1 meter square panels that enhance both functionality and a High-Performance Composite Panels: The ceiling panels meticulously crafted modular ceiling system composed of 1 materials that ensure durability, thermal stability, and acoustic aesthetics. are typically made from high-performance composite x 1 meter square panels that enhance both functionality and performance. materials that ensure durability, thermal stability, and acoustic aesthetics. ationalThe Airport Material and FinishAirport Form & Layoutarea ceiling departures at Kuwait International Material and FinishSurface: The panels feature a performance. Reflective and Light-Diffusing Terminal (T2), designed Foster + Partners,offeatures rs, features a2Square Modular Panels: Theby ceiling is composed a grid ofa light-reflective finish that enhances natural light penetration Form & Layout High-Performance Composite Panels: The ceiling panels High-Performance Composite Panels: TheLight-Diffusing ceiling panels Reflective and Surface: The panels feature a meticulously crafted modular ceiling system composed of 1 while 1-meter by 1-meter square panels, creating a seamless and diffusing artificial lighting to create a warm and inviting composed of 1 are typicallyfinish made high-performance composite Modular Square Panels: The ceiling isboth composed of a grid of ambiance. light-reflective thatfrom enhances natural light penetration x uniform 1 meter square panels enhance functionality and surface across thethat expansive departures hall.from are typically made high-performance composite materials that ensure durability, thermal stability, and acoustic 1-meter while diffusing artificial lighting to create a warm and inviting unctionality andby 1-meter square panels, creating a seamless and aesthetics. performance. materials thatdepartures ensureahall. durability, thermal stability, and acoustic uniformPrecision: surface across the expansive ambiance. Geometric The square grid layout provides Integrated Functional Systems clean,&organized that complements the terminal’s performance. Form Layout pattern The ceiling’s modular supports integration Geometric Precision: The square gridtrefoil layout provides Integrated Functional Systemsthe Reflective anddesign Light-Diffusing Surface: Theofpanels feature a architectural symmetry, aligning with the form of the a essential building systems without compromising visual clean, organized pattern that complements the terminal’s terminal. Square Panels: The ceiling is composed of a grid of Modular light-reflective finish that enhances natural light penetration The ceiling’s modular design supports the integration of harmony. architectural symmetry, aligning with the trefoil form of the 1-meter by 1-meter square panels, creating a seamless and Surface: while diffusing artificialwithout lighting to a create avisual warm and inviting Reflective and Light-Diffusing The panels feature essential building systems compromising terminal. uniform surface across the expansive departures hall. ambiance. harmony. osed of a grid of light-reflective finish that enhances natural light penetration

a seamless and while diffusing create aFunctional warm and inviting Geometric Precision: The square grid layoutartificial provides alighting to Integrated Systems Project 01/13 clean, organized pattern that complements the terminal’s ures hall. ambiance. The ceiling’s modular design supports the integration of Project 01/13 architectural symmetry, aligning with the trefoil form of the terminal.

essential building systems without compromising visual

Project3501/14

Project 01/1

VERHANG

EYEBROW OVERHANG A 20+ meter overhang, or “eyebrow,” extends around the entire building edge.

Post-Tensioned (PT) Concrete System

Structural Integration with Terminal Shell

Utilizes PT concrete to achieve the long-span structure

Eyebrow overhang seamlessly extends from the

around the perimeter. Tendons follow the curvature of

terminal’s three-petal shell. Load transfer is anchored

the terminal shell for uniform load distribution.

into the main structure for stability.

Thermal and Environmental Considerations

Functional Benefits

Designed to withstand Kuwait’s extreme heat, thermal

Provides continuous shading, reducing solar heat gain

fluctuations, and sandstorms. PT system minimizes

and enhancing energy efficiency. Protects passengers

deflection and cracking, ensuring longterm durability

and facilitates smooth transitions between interior and

Provides consistent shading and protection over both the departures and arrivals levels.

exterior spaces.

Effi

Pre co

Pa an

The Pa ae

Cr ma pe

Efficient Construction and Installation Precast panels fabricated off-site for quality control. Panels post-tensioned on-site to ensure strength and alignment. Architectural and Structural Synergy The eyebrow overhang reinforces Foster + Partners’ vision of blending functionality with aesthetic appeal. Creates a dramatic visual element while maintaining structural integrity across the entire perimeter.

Project 01/11

Project 01/12

GTAA Terminal 1 Air Canada

-Transportation

Toronto’s Pearson Airport designed to handle more than 29 million passengers by 2015, far exceeding the capacity of its two existing terminals Air Canada . As a result, it engaged SOM Architect of record, in conjunction with Adamson Associates and Moshe Safdie, Samuel Ness worked and ran the project as a Team Designer and Technical leader for the entire scope of the project. He managed the project with SOM Architect of record, form the beginning of concept design through Construction Documents and Construction Administration. 43

90 9044

LESTER B. PEARSON

INTERNATIONAL AIRPORT Toronto, Canada

- Transportation

LESTER B. PEARSON

INTERNATIONAL AIRPORT Toronto, Canada

- Transportation

Toronto’s Pearson Airport designed to handle more than 29 million passengers by 2015, far exceeding the capacity of its two existing terminals Air Canada . As a result, it engaged SOM Architect of record, in conjunction with Adamson Associates and Moshe Safdie, Samuel Ness worked and ran the project as a Team Designer and Technical leader for the entire scope of the project, He managed the project with SOM Architect of record, form the beginning of concept design through Construction Documents and Construction Administration 9145 Toronto’s Pearson Airport designed to handle more than 29 million passen-

LESTER B. PEARSON INTERNATIONAL AIRPORT LESTER B. PEARSON INTERNATIONAL AIRPO Toronto, Canada Toronto, Can

- Transportation - Transport

LESTER B. PEARSON

INTE

LESTER B. PEARSO

LESTE

TERMINAL 4

New York, New York - Transportation

JFK Terminal - 4

-Transportation

65 New International Airport (JFK) in New York. The new constructed $1.4 billion terminal New International Airport (JFK) in New York. The new constructed $1.4 billion complex combines Delta’s processes at JFK, allowing the airline to travel out of old facilities terminalincomplex combines Delta’s processes at JFK, allowing the airline to Terminal 3.

travel out of old facilities in Terminal 3.

Terminal 4 by nearly one third to 1.94 million square feet, and gives Delta the ability to

Terminalaccommodate 4 by nearlyall one to 1.94 million feet, and Delta of third their international flightssquare from Terminal 4. Itgives involves the the extension integration of existing services into one full-capacity facility, including: ability toand accommodate all of their international flights from Terminal 4. Itnine in- newly constructed passenger gates in addition to seven original, renovated gates; a new baggage volves the extension and integration of existing services into one full-capacity system; and the consolidation of existing security checkpoints. facility, including: nine newly constructed passenger gates in addition to seven original, renovated gates; a new baggage system; and the consolidation of ArupSOM architect of record was the designer of the original Terminal 4 building and I existing security checkpoints. worked on the Design and Construction Documentation for ArupSOM architect of record for Terminal 4 building which opened in 2001. This latest project includes the expansion of ArupSOM architect of record was designer the original 4 build-also Terminal 4’s Concourse B and thethe addition of new of security facilities. Terminal The redevelopment ing and features Samuelexpanded Ness worked onareas, the Design ConstructionDelta Documentation shopping the newand 24,000-square-foot Sky Club, and new for ArupSOM architect of record for Terminal 4 building which opened in 2001. to domestic baggage claim facilities to speed the transfer of passengers from international domestic flights. This latest project includes the expansion of Terminal 4’s Concourse B and the

addition of new security facilities. The redevelopment also features expanded shopping areas, the new 24,000-square-foot Delta Sky Club, and new domestic baggage claim facilities to speed the transfer of passengers from international 53 to domestic flights. 63

62 54 62

64 5664

JOHN JOHNF.F.KENNEDY KENNEDY TERMINAL TERMINAL4 4

- Transportation

JOHN F. KENNEDY TERMINAL 4

INTERNATIONAL AIRPORT New York, New York - Transportation

JOHN F. KE TERMINAL

JOHN F. KENNEDY TERMINAL 4

INTERNATIONAL A New York,

- Tra

67 59

- Transportation - Transportation

New International Airpo terminal complex comb travel out of old faciliti

Terminal 4 by nearly on ability to accommodate volves the extension a facility, including: nine en original, renovated existing security check

ArupSOM architect of ing and Samuel Ness w for ArupSOM architect This latest project inclu addition of new securit shopping areas, the ne baggage claim facilitie to domestic flights. 69

ort (JFK) in New York. The new constructed $1.4 billion bines Delta’s processes at JFK, allowing the airline to ies in Terminal 3.

ne third to 1.94 million square feet, and gives Delta the e all of their international flights from Terminal 4. It inand integration of existing services into one full-capacity e newly constructed passenger gates in addition to sevgates; a new baggage system; and the consolidation of kpoints.

record was the designer of the original Terminal 4 buildworked on the Design and Construction Documentation of record for Terminal 4 building which opened in 2001. udes the expansion of Terminal 4’s Concourse B and the ty facilities. The redevelopment also features expanded ew 24,000-square-foot Delta Sky Club, and new domestic es to speed the transfer of passengers from international 63

CHANGI AIRPORT TERMINAL 2 & 3

Singapore

- Transportation

Changi Airport Terminal - 2 & 3

-Transportation

Changi Airport is a key transportation hub in Singapore. Built to accommodate a surge in traffic, As one of the designers, I competed Terminal 3 and Terminal 2 for SOM Architect of record from Concept design through construction documents Terminal is a steel-andChangi Airportwith is afour keyabove-ground transportation huband in Singapore. Builtthat to spans accommodate glass structure levels a 9-hectare roof ticketing, a surge in traffic, As one of the designers, I competed Terminal 3 and Terminal departure, and arrival areas.

2 for SOM Architect of record from Concept design through construction documents Terminal is a steel-and-glass withconstructed four above-ground levels The double glass exterior curtain wall andstructure ceiling design by a point fix glass and a 9-hectare roof that spans ticketing, departure, and arrival areas. supports opens up the terminal to the outside - in but keeps the environment controlled by

the double glass, the terminal’s most spectacular features is the Glass Bridge spanning The doublebetween glass exterior and ceiling constructed byamount a 300 meters terminal curtain 2 and 3.wall In Terminal 3, thedesign ceiling louvers limit the of direct entering the space filling it with to diffused light. At- night point fixsunlight glass supports opens upbythe terminal the outside in butartificial keepslight the reflects off the louvers to provide uniform pattern environment controlled by thea double glass, of theillumination. terminal’s most spectacular

features is the Glass Bridge spanning 300 meters between terminal 2 and 3. In Terminal 3, the ceiling louvers limit the amount of direct sunlight entering the space by filling it with diffused light. At night artificial light reflects off the louvers to provide a uniform pattern of illumination.

53 63

CHANGI AIR

65 55

- Transportation

C CC

Changi Airport is a key a surge in traffic, As on 2 for SOM Architect of uments Terminal is a st and a 9-hectare roof th

The double glass exter point fix glass supports environment controlled features is the Glass B In Terminal 3, the ceilin the space by filling it w louvers to provide a un

Changi Railway System

-Transportation

Changi Airport is a key transportation hub in Singap a surge in traffic, As one of the designers, I compete 2 for SOM Architect of record from Concept design t uments Terminal is a steel-and-glass structure with f and a 9-hectare roof that spans ticketing, departure,

The double glass exterior curtain wall and ceiling de point fix glass supports opens up the terminal to the environment controlled by the double glass, the term features is the Glass Bridge spanning 300 meters be In Terminal 3, the ceiling louvers limit the amount of the space by filling it with diffused light. At night arti louvers to provide a uniform pattern of illumination.

JFK Terminal - 6

- Transportation

EXPANSION JOINT SCHEDULE FLOOR EXPANSION JOINT COVER ASSEMBLIES

TYPE

FLOOR FINISH

EJ-F1 2

GENERAL PLANPLAN NOTES NOTES

EXPANSION JOINT SCHEDULE (CONT) JOINT COVER FINISH

JOINT WIDTH

VAPOR BARRIER

FIRE BARRIER

REFERENCED DETAIL

NOTE

ROOF EXPANSION JOINT COVER ASSEMBLIES

TYPE

ROOF FINISH

JOINT COVER FINISH

JOINT WIDTH

VAPOR BARRIER

FIRE BARRIER

NOTE

REFERENCED DETAIL

777-9

CARPET / CARPET

STAINLESS STEEL

YES

2 HRS

3 / A19.0914-01

MM SYSTEM MODEL: LSSB-NB 3-1.5

EJ-R1

KEE ROOFING

YES

3 / A19.0911-18

TYP ROOF RS-01

EJ-F1A

CARPET / PORCELAIN TILE

STAINLESS STEEL

YES

2 HRS

3 / A19.0914-01 (SIM)

MM SYSTEM MODEL: LSSB-NB 3-1.5

EJ-R1A

KEE ROOFING

YES

1 / A19.0911-18

TYP ROOF RS-01 TRANSITION TO EXIST ROOF

EJ-F2

PORCELAIN TILE / PORCELAIN TILE

PORCELAIN TILE INSET

YES

2 HRS

2 / A19.0914-01

MM SYSTEM MODEL: PDS-300

EJ-R2

KEE ROOFING

YES

3 / A19.0911-18

TYP ROOF RS-02

EJ-F3

CARPET / PORCELAIN TILE

STAINLESS STEEL

YES

2 HRS

1 / A19.0914-01

MM SYSTEM MODEL: LSSB-NB 3-1.5

EJ-R2A

KEE ROOFING

YES

6 / A19.0911-18

TYP ROOF RS-02

EJ-F4

CONCRETE SIDEWALK / ROADWAY

STAINLESS STEEL

YES

3 / A19.0914-01

MM SYSTEM MODEL: DIH-300

EJ-R3

KEE ROOFING

YES

4 / A19.0911-17

FLAT ROOF WITH CONCRETE ON METAL DECK

EJ-R4

KEE ROOFING

NEOPRENE

YES

2 / A19.0911-21

HORIZONTAL EXPANSION JOINT IN OCULUS SKYLIGHT CURB

EJ-R4A

KEE ROOFING

YES

2 / A19.0911-18

HORIZONTAL EXPANSION JOINT IN OCULUS SKYLIGHT CURB

WALL EXPANSION JOINT COVER ASSEMBLIES

EJ-R5

KEE ROOFING

YES

3 / A19.0914-03

ROOF TO CURTAIN WALL WT-02 AT FIXED BRIDGE

STOP

Fo ld e d

d Fo lde 7 77 -9

TYPE

NOTE

WALL FINISH

JOINT COVER FINISH

JOINT WIDTH

VAPOR BARRIER

FIRE BARRIER

REFERENCED DETAIL

EJ-R5A

KEE ROOFING

YES

3 / A19.0911-18

WT-1 / WT-1

ALUM + SILICONE GASKET

YES

5 / A19.0914-02

COLOR TO MATCH WALL FINISH

EJ-R5B

KEE ROOFING

YES

2 / A19.0911-17

EJ-W1A

WT-1 / WT-1

ALUM + SILICONE GASKET

YES

3 / A19.0914-02 (154O)

COLOR TO MATCH WALL FINISH

EJ-R5C

KEE ROOFING

YES

2 / A19.0911-17

EJ-W2

WT-2 / WT-2

ALUM + SILICONE GASKET

YES

5 / A19.0914-02 (SIM)

COLOR TO MATCH WALL FINISH

EJ-R5D

KEE ROOFING

YES

3 / A19.0911-17

EJ-W2A

WT-2 / WT-2

YES

1 / A19.0914-03

COLOR TO MATCH WALL FINISH

CEILING / SOFFIT FINISH

JOINT COVER FINISH

JOINT WIDTH

VAPOR BARRIER

FIRE BARRIER

ALUM PANEL / ALUM PANEL

NEOPRENE

EJ-W2B

STOP

ALUM + SILICONE GASKET

WT-2 / WT-6

ALUM + SILICONE GASKET

YES

2 / A19.0914-03

EJ-W2C

WT-2 / WT-6

ALUM + SILICONE GASKET

YES

2/ A19.0914-03

STOP

EJ-W3

ROOF TRANSITION AT SCREEN WALL

6. 7.

WALL TRANSITION TO EXISTING LOWER ROOF

8. 9.

ROOF TRANSITION TO EXISTING BUILDING WALL

10.

ROOF TRANSITION TO WALL

COLOR TO MATCH WALL FINISH COLOR TO MATCH WALL FINISH

COLOR TO MATCH WALL FINISH

WT-3 / WT-3

ALUM + SILICONE GASKET

YES

2 HRS

9 / A19.0914.02

EJ-W3A

WT-3 / WT-3

ALUM + SILICONE GASKET

YES

2 / A19.0914-02

COLOR TO MATCH WALL FINISH

EJ-W4

WT-4 / WT-4

ALUM + SILICONE GASKET

YES

3 / A19.0914-02

COLOR TO MATCH WALL FINISH

EJ-W4A

WT-4 / WT-7

ALUM + SILICONE GASKET

YES

3 / A19.0914-02 (154o)

COLOR TO MATCH WALL FINISH

EJ-W4B

WT-4 / WT-7

ALUM + SILICONE GASKET

YES

12 / A19.0914-02

COLOR TO MATCH WALL FINISH

EJ-W4C

WT-4 / WT-1

ALUM + SILICONE GASKET

YES

1 / A19.0914-04

COLOR TO MATCH WALL FINISH

EJ-W6

WT-6 / WT-2

ALUM + SILICONE GASKET

YES

2 HRS

2 / A19.0914-03

COLOR TO MATCH WALL FINISH

EJ-W7

WT-7 / WT-7

ALUM + SILICONE GASKET

YES

1 / A19.0914-02

COLOR TO MATCH WALL FINISH

EJ-W8

ELASTOMERIC COATING / PLYWOOD

ALUM + SILICONE GASKET

YES

10 / A19.0914-02

COLOR TO MATCH WALL FINISH

EJ-W9A

WT-4 / EXIST

ALUM + SILICONE GASKET

YES

6 / A19.0914-03

T5 TRANSITION, COLOR TO MATCH WALL FINISH

EJ-W9B

WT-4 / EXIST

ALUM + SILICONE GASKET

YES

6 / A19.0914-03

T5 TRANSITION, COLOR TO MATCH WALL FINISH

CEILING / SOFFIT EXPANSION JOINT COVER ASSEMBLIES

TYPE

EJ-C1

NOTE

REFERENCED DETAIL

COLOR TO MATCH SOFFIT COLOR

STOP

T6-9B

STOP

77 7 -9

ld ed

777-9 Folded

EJ-W1

BASEPOINT COORDINATES FOR W.P. SURVEY ARE: N/S 172451' 9 15/256", E/W 1045613' ' 105/128" BUILDING ENCLOSURE PACKAGE SCOPE INCLUDES VERTI AND HORIZONTAL ENCLOSURES. THE VERTICAL SYSTEMS INCLUDE BUT ARE NOT LIMITED TO: EXTERIOR MASONRY, CURTAINWALL, STOREFRONT, AND COLD FORMED METAL FRAMING. THE HORIZONTAL ENCLOSURE SYSTEMS INCLU BUT ARE NOT LIMITED TO: ETFE SKYLIGHTS, ALUMINUM COPINGS/ FLASHINGS, SINGLE PLY MEMBRANE WITH EXTRUDED POLYSTYRENE INSULATION, AS WELL AS ETFE CURBSIDE AND PEDESTRIAN WALKWAY CANOPIES. REFER TO FIT OUT YR-6006-22 & CORE ARCHITECTURE YR-6006-20 PACKAGES FOR CORE AND INTERIOR FITOUT. SCOPE ITEMS SHOWN ARE FOR REFERENCE ONL REFER TO SUPERSTRUCTURE YR-6006-18 PACKAGE FOR EXTERIOR STAIRS AND RAILINGS. MISC. METALS & CONCR CURBS. OUT OF SCOPE ITEMS ARE SHOWN FOR REFEREN ONLY. REFER TO PILES AND FOUNDATIONS YR-6006-16 PACKAGE FOR CONCRETE GRADE BEAM, FOUDATIONS, AND PILE CAPS. REFER TO UNDERGROUD WATERPROOFING FOR ADDITIONAL INFORMATION. A ALL ROOF SLOPES ARE 1/4" / 12" UNLESS NOTED OTHERW REFER TO 5/A19.0911-04 FOR TYPICAL DRAIN SLOPES AND FLASHING. ALL ROOFING IS RS-02 SYSTEM UNLESS NOTED OTHERWIS ALL EQUIPMENT, ROOF WALKING PADS, HATCHES, VENTS DRAINS, AND FIXTURES TO BE COORDINATED WITH FINAL PHOTOVOLTAIC PANEL LAYOUT CONTRACTOR TO DETERMINE INSULATION ELEVATIONS BASED ON MINIMUM AND MAXIMUM THICKNESSES LISTED DETAILS AND BASED ON 4-WAY SLOPED SYSTEM

T6-9A

STOP

-8 T6

T6-1A

D/ A19.0501-01

STOP

7 77 -9 ld ed Fo 777-9 Folded

T6-2 ed

PHASE 1

STOP

Fo ld

PHASE 2

STOP 77 7 -9

STOP 1

MPH

STOP

777-9 Folded

T6-4

STOP L5

KEYNOTES

STOP

T5-30

T6-3

T6-6

T6-7

T6-8

TER MIN AL 6

TER MIN A

T6-5

STOP 1

T6-2

C/ A19.0501-01

STOP

EJ-R5A

EJ-R2

T8 REC IRC

EJ-R2

EJ-R4

LANDSCAPE

EJ-R5D

T7 LIFT STATION

TRITURATOR BUILDING UC

SIDEWALK/EMERGENCY ACCESS ROAD

EX IT

EJ-R4

EX IT

4/3/2024 4:41:21 PM

PHASE 2

EJ-R1A WEST LIFT STATION

EXISTING TERMINAL 5

EJ-R2

EXISTING T7 AIRTRAIN

PHASE 1

DROP-OFF LANE

EJ-R5C

EJ-R2

IN RK

PIC KU

T5 ARRIVALS SIDEWALK

XI TA

LA NE

SIDEWALK/EMERG ENCY ACCES S ROAD

BUS PICK-UP/DROP-OFF LANE

EJ-R5B

LA NE

IN RK

LAN E

FH V

EX PO

NG PA RKI

IST

B/ A19.0501-01 RE

FUG

AR EA

EXISTING YELLOW GARAGE

FH V

FHV/POV /TWA/ T6 DEPARTURE POV TRUCK/TAXI/T5/FHV/

FH V

PI C KU

FH V

LAN E

FH V

PI C KU

.T 5A

IRT RA PO

EXPANSION JOINT LEGEND

PO PIC KU

LA NE

EXISTING TWA

FH V

PI C KU

-O

FH V

EXISTING T7 ORANGE GARAGE

TAX

ARRIV AL S T6

ARRIV AL S

.P EC

PLAZ

TAX

RIV AL S

TAX

EJ-R1A

T6 DEPARTURES

A19.0305LEVEL 4.0 ROOF PLAN - OVERALL - EXPANSION JOINT

TRUCK

E/ A19.0501-01

T5 T5

INDICATES WALL EXPANSION JOINT COVER

INDICATES OCULUS CURB EXPANSION JOINT COVER

EXISTING T5 AIRTRAIN PEDESTRIAN BRIDGE

INDICATES FLOOR EXPANSION JOINT COVER TW

A/ TR

UC K

/TA

INDICATES ROOF EXPANSION JOINT COVER

LAN E

72 0'

25'

60'

120'

STOP

GENERAL PLANPLAN NOTES NO 1.

STOP

24.1

R2 23 22.10 22.1 22 21.16

20.1

16.5 16

08.8 08

e11e10

6. 7. 8. 9.

4 A19.0703-05

8/ A19.0501-04

8/ A

501

19.0

1 A19.0703-02

1 A19.0805-04

127

13'

SLOPE

9/ A

9 A19.0805-03

19.0

501 -0

12' - 6"

eM 4/ A 19.0 10 501 -05 A19.0805-06

10'

11.

LEVEL 4.0 ROOF - ROOF PLAN PH 1 1" = 30'-0"

3 A19.0708-01

4 A19.0703-04

10.

mB.3

5/ A

51'a

-05

REFER TO 1/A19.305-1

-05

mE 19.0

501 -0

501

2' 6/ A

19.0

MATCH LINE

mC.12

7/ A

9 A19.0805-05

19.0

STOP

501 -0

g5C g5D

REFER TO 3/A19.305-1

SLOPE 17' - 6"

MATCH LINE

STOP

PHASE 1

PHASE 2

BASEPOINT COORDINATES FOR W.P. SUR 172451' 9 15/256", E/W 1045613' ' 105/128" BUILDING ENCLOSURE PACKAGE SCOPE AND HORIZONTAL ENCLOSURES. THE VER INCLUDE BUT ARE NOT LIMITED TO: EXTER CURTAINWALL, STOREFRONT, AND COLD FRAMING. THE HORIZONTAL ENCLOSURE BUT ARE NOT LIMITED TO: ETFE SKYLIGH COPINGS/ FLASHINGS, SINGLE PLY MEMB EXTRUDED POLYSTYRENE INSULATION, A CURBSIDE AND PEDESTRIAN WALKWAY C REFER TO FIT OUT YR-6006-22 & CORE AR YR-6006-20 PACKAGES FOR CORE AND INT FITOUT. SCOPE ITEMS SHOWN ARE FOR REFER TO SUPERSTRUCTURE YR-6006-18 EXTERIOR STAIRS AND RAILINGS. MISC. M CURBS. OUT OF SCOPE ITEMS ARE SHOW ONLY. REFER TO PILES AND FOUNDATIONS YR-6 FOR CONCRETE GRADE BEAM, FOUDATIO CAPS. REFER TO UNDERGROUD WATER ADDITIONAL INFORMATION. A ALL ROOF SLOPES ARE 1/4" / 12" UNLESS DR REFER TO 5/A19.0911-04 FOR TYPICAL DRA FLASHING. ALL ROOFING IS RS-02 SYSTEM UNLESS N ALL EQUIPMENT, ROOF WALKING PADS, H DRAINS, AND FIXTURES TO BE COORDINA PHOTOVOLTAIC PANEL LAYOUT LAYOUT. CONTRACTOR TO DETERMINE INSULATIO BASED ON MINIMUM AND MAXIMUM THICK DETAILS AND BASED ON 4-WAY SLOPED S ROOFS COMPLY WITH LOCAL LAW 92 /94. PHOTOVOLTAIC PANEL LAYOUT REFER TO DESIGN PACKAGE.

R.5

LEVEL 4.0 - ROOF PLAN PH 1 - ENCLOSURE_T5i CONNECTION 1" = 30'-0"

eJ e2'

e1'

eF eC P 3

eQ.17

KEYNOTES A121

eR eG

FULLY GROUTED CMU WITH CFRP P INSIDE FACE OF THE WALL TO THE CONCRETE DECK ABOVE. REFER T PACKAGE YR-6006-18-003 FOR DETA

eB eA

eQ 18

STS

O POD

IUM

ANTENNA FARM

8.2 2°

e17 e16

e15

e14 EL. 84' - 6 1/4"

RIV AL S

e11 PL AZ A

e10

8 A19.0805-02

127 DR O

POF F

LA NE

ORANGE GARAGE e8

LA N

K R

FH V

G IN

PIC KU P

K R

G IN

REFER TO A0301 - 1.0 FOR UNFOLDED ELEVATION MARKS

FH V

LA NE

PO V

PIC KU P

LA N

ING T

FH V

T5 AIR T

EX IST

5A IR T

PO V

RA IN

7.3 8°

XI TA

2 A19.0305-1

CFRP; SEE KEYNOTE A121

SIDA LINE

XI TA

EXISTING BUILDINGS PHASE NIS

TAXI

PIC KU P

XI TA

TAXI

OPEN TO BELOW ANTENNA FARM

TAXI

RA IN BR IDG E

PLAN LEGEND

4/3/2024 4:42:50 PM

A19.0305-1 LEVEL 4.0 ROOF PLAN PH 1

e13

EQUIPMENT PLATFO

eB eA

EQUIPMENT PIT

e3-3 e3.2

e3 e2

DEPRESSED SLAB

ROOF MAINTENANCE

SMOKE CONTROL EQ

25'

60'

120'

CMU WALL WITH CFR

DESIGN

OPTION 1 ARRIVAL LEVEL

OPTION 3 ARRIVAL LEVEL

OPTION 1 DEPARTURE LEVEL

OPTION 3 DEPARTURE LEVEL

STRUCTURAL & MEP

A 34 0-3 00

A340-300

SKETCH PHASE 2

PHASE 1

3/ A201

3' - 2" TYP 23' - 10 3/4"

23' - 7 1/2" EQ

01'''

01''

EQ 30' - 3 1/8"

40' - 6"

30' - 0" TYP 32

B 30

23.1

41' - 6 7/8"

9' - 3 3/4"

7' - 5 7/8" 26' - 3"

5' - 1"

6' - 10 1/4"

14' - 11"

D E

10' - 4"

30' - 6 7/8"

EQ EQ EQ EQ EQ EQ EQ 58

37' - 9 3/8"

21' - 10 7/8"

2' - 10" 26' - 7"

8' - 2"

28' - 9 1/2" 33' - 8 3/4"

J J' K L M

37' - 6 7/8"

60' - 0" TYP.

14'

60' - 0"

13'

12'

60' -0 TYP "

P' Q

60' - 0"

11'

10'

56' - 0"

G' 09'

08'

56' - 0"

07'

06'

56' - 0"

60' - 0"

202

02'

1/ A

04'

PO V

26' - 6"

201

0' 2

05'

1/4"

D' 1/ A

FHV

8' 4"

BIM

01'

Project Number: 18143.0000

NORTH

STRUCTURAL GRID LAYOUT - LEVELDRAFT1 - PH1 IN PROGRESS 1" = 40'-0" 04/29/19

This Document was produced by or under the direct supervision of William J. Liese.

This document is incomplete and may not be used for regulatory approval, permit or construction.

MEP

PRELIMINARY MECHENICAL AIR DISTRUBUTION

BUILDING LIFE SAFETY / EGRESS

BUILDING LIFE SAFETY / EGRESS EGRESS DISTANCES - LEVEL 1 - PHASE 2

Maximum Travel Distance

Type

LIFE SAFETY LEGEND

PRIMARY

300

201' - 4"

PRIMARY

300

181' - 7"

PRIMARY

300

180' - 0"

SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300

SECONDARY TRAVEL PATH

TRAVEL PATH NAME 1 HOUR FIRE SEPARATION

GG.1

2 HOUR FIRE SEPARATION

TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET)

3 HOUR FIRE SEPARATION

PROJECT DATA

PROJECT NAME: PROJECT ADDRESS:

4 HOUR FIRE WALL

GENERAL SHEET NOTES

PRIMARY TRAVEL PATH

Travel Path Distance

FIRE SHUTTER

OWNER:

AA.1

STAIR NUMBER: STR-30 STAIR CAPACITY: 72" / 0.3 = 240

83 BB

DESIGNATION OCCUPANCY GROUP

AREA DESCRIPTION

ASSEMBLY

RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS

BUSINESS

FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE

F-1

FACTORY INDUSTRIAL MODERATE-HAZARD

SUBSTATIONS

F-2

FACTORY INDUSTRIAL LOWHAZARD

MEP

MERCANTILE

RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE

S-2

STORAGE (LOW HAZARD)

SUPPORT AREAS, STORAGE CLOSETS

2014 NEW YORK CITY BUILDING CODE (NYCBC) 2013 ASME 17.1 -- SAFETY CODE FOR ELEVATORS AND ESCALATORS 2014 NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC). INCLUDING REFERENCE STANDARDS AND THE RULES OF NEW YORK AND NEW YORK CITY LOCAL LAWS 2015 TENANT CONSTRUCTION REVIEW MANUAL (TCRM) LEED BD+C CORE AND SHELL V3 2010 LEED ADA STANDARDS FOR ACCESSIBLE DESIGN, AMERICAN WITH DISABILITIES ACT (ADA)

JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP

CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930

475 Fifth Avenue New York NY

469 Seventh Avenue New York NY

1001 Avenue of America New York NY

PEOPLE PEOPLE

STAIR NUMBER: STR-31 STAIR CAPACITY: 72" / 0.3 = 240

212 West 35th Street New York NY

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

15950 N. Dallas Parkway Dallas TX

OCCUPANCY GROUPS

CONSTRUCTION TYPE:

APPLICABLE CODES

STAIR WIDTH: 72"

ACTUAL OCCUPANTS: 81 FF

TYPE OF CONTRUCTION - 2014 NYCBC TABLE

STAIR NUMBER: STR-29 STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

CC.1

550 Seventh Avenue New York NY STAIR WIDTH: 72"

STAIR NUMBER: STR-19 STAIR CAPACITY: 72" / 0.3 = 240

STANDBY DISTRIBUTION #3

STAIR NUMBER: STR-22 STAIR CAPACITY: 72" / 0.3 = 240

1981 Post Road Fairfield, CT

STAIR WIDTH: 72"

37 37

36.1 36.1

36 36

35 35

STAIR NUMBER: STR-16 STAIR CAPACITY: 72" / 0.3 = 240

STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72"

STAIR NUMBER: STR-13 STAIR CAPACITY: 72" / 0.3 = 240

34 34 33 33

32 32

31 31

30 30

29 29

28 28

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

STAIR NUMBER: STR-12 STAIR CAPACITY: 72" / 0.3 =

STAIR WIDTH: 72"

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

OUTBOUND BHS 161 (S-2) LOW - HAZARD

STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PEOPLE PEOPLE

74 59

PEOPLE PEOPLE

STAIR NUMBER: STR-21 STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

40 Wall Street New York NY

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

919 (F-2) LOW - HAZARD OCCUPANCY

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PEOPLE PEOPLE

PHASE 1

STAIR WIDTH: 72"

PHASE 2

STAIR NUMBER: STR-25 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240

PHASE 1

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PHASE 2

STAIR NUMBER: STR-28 STAIR CAPACITY: 72" / 0.3 = 240

COVERED GSE DD

STAIR WIDTH: 72"

10/16/2019

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

14600 Trinity Blvd Fort Worth, TX

STAIR WIDTH: 72"

STAIR NUMBER: STR-09 STAIR CAPACITY: 72" / 0.3 = 240

15 14.1

PEOPLE PEOPLE

STAIR NUMBER: STR-07 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE 12

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

STAIR NUMBER: STR-08 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

ISSUES

INTERIM PDD SUBMISSION

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

ELEC. 173 (F-2) LOW - HAZARD OCCUPANCY MEP

CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930

154 (F-2) LOW - HAZARD OCCUPANCY

475 Fifth Avenue New York NY

EX2

This Document was produced by or under the authority of Registered Architect:

STAIR NUMBER: STR-06 STAIR CAPACITY: 72" / 0.3 = 240

STAIR NUMBER: STR-05 STAIR CAPACITY: 72" / 0.3 = 240

This document is incomplete and may not be used for regulatory approval, permit or construction.

STAIR NUMBER: STR-10 STAIR CAPACITY: 72" / 0.3 = 240

STAIR NUMBER: STR-04 STAIR CAPACITY: 72" / 0.3 = 240

COVERED GSE

C C6

SUPPORT

OUTBOUND BHS

152 (S-2) LOW - HAZARD WASTE 1195 (S-2) LOW - HAZARD

10/16/2019 5:48:54 PM G01-03 FLOOR PLAN - LEVEL 1 ARRIVALS - PHASE 2 - LIFE SAFETY

73 MEP 1196 (F-2) LOW - HAZARD OCCUPANCY

71 72

965 (S-2) LOW - HAZARD C.1

D LOADING DOCK SIDA

70.1 70

151 (S-2) LOW - HAZARD

BR1

AI TL3 1

T.1 L

ADA GATE

WT MD 2

SUBSTATION #3

MEP

176 (F-2) LOW - HAZARD OCCUPANCY

156 (F-2) LOW - HAZARD OCCUPANCY

SUPPORT

MEP 2886 SF

926 (B) BUSINESS T DC

SHARED BSO 1268 (S-2) LOW - HAZARD

F A C1

C DN TO / UP / DEPA FROM RTUR ES

SEWER EJECTOR PUMP ROOM

K' C4 H

STAIR WIDTH: 72"

MEP

920 (F-2) LOW - HAZARD OCCUPANCY

STAIR NUMBER: STR-23 STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

ARRIVALS

PEOPLE PEOPLE

MEP MEP 147 (F-2) LOW - HAZARD OCCUPANCY

CIRCULATION - LANDSIDE 20 (A-3) ASSEMBLY

12'

11'

927 (F-2) LOW - HAZARD OCCUPANCY

10'

Travel Path ID

84 GG.1

STAIR NUMBER: STR-30 STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

AA.1

STAIR NUMBER: STR-31 STAIR CAPACITY: 72" / 0.3 = 240

Type

Maximum Travel Distance

LIFE SAFETY LEGEND

Travel Path Distance

L L

PRIMARY 150 SECONDARY 250

103' - 0" 149' - 5"

M M

PRIMARY 150 SECONDARY 250

126' - 6" 135' - 8"

N N

PRIMARY 150 SECONDARY 250

112' - 11" 116' - 11"

O O

PRIMARY 150 SECONDARY 250

146' - 9" 149' - 0"

TRAVEL PATH NAME 1 HOUR FIRE SEPARATION

FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE

F-1

FACTORY SUBSTATIONS INDUSTRIAL MODERATE-HAZARD

F-2

FACTORY INDUSTRIAL LOWHAZARD

MEP

MERCANTILE

RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE

S-2

STORAGE (LOW HAZARD)

SUPPORT AREAS, STORAGE CLOSETS

CBP PRIMARY

1312 (A-3) ASSEMBLY

CBP SECONDARY 9 (B) BUSINESS

1 HOUR FIRE SEPARATION

08''

2 HOUR FIRE SEPARATION 3 HOUR FIRE SEPARATION 4 HOUR FIRE WALL

08'

STAIR NUMBER: STR-03 STAIR CAPACITY: 72" / 0.3 = 240

07'

ACTUAL OCCUPANTS:

STAIR NUMBER: STR-02 STAIR CAPACITY: 72" / 0.3 = 240

06' STAIR NUMBER: STR-14 STAIR CAPACITY: 72" / 0.3 = 240

ACTUAL OCCUPANTS:

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

STAIR NUMBER: STR-01 STAIR CAPACITY: 72" / 0.3 = 240

05'

ELEC.

ACTUAL OCCUPANTS:

1114 (F-2) LOW - HAZARD OCCUPANCY

STAIR WIDTH: 72"

FIRE SHUTTER

PEOPLE PEOPLE

STAIR WIDTH: 72" PEOPLE PEOPLE

C' 03'

STAIR WIDTH: 72" PEOPLE PEOPLE

01'

2 HOUR FIRE SEPARATION

TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET) PROJECT DATA

PROJECT NAME: PROJECT ADDRESS:

FIRE SHUTTER

OWNER:

OCCUPANCY GROUPS

CONSTRUCTION TYPE:

DESIGNATION OCCUPANCY GROUP

APPLICABLE CODES 2014 NEW YORK CITY BUILDING CODE (NYCBC) 2013 ASME 17.1 -- SAFETY CODE FOR ELEVATORS AND ESCALATORS 2014 NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC). INCLUDING REFERENCE STANDARDS AND THE RULES OF NEW YORK AND NEW YORK CITY LOCAL LAWS 2015 TENANT CONSTRUCTION REVIEW MANUAL (TCRM) LEED BD+C CORE AND SHELL V3 2010 LEED ADA STANDARDS FOR ACCESSIBLE DESIGN, AMERICAN WITH DISABILITIES ACT (ADA)

JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP

Travel Path ID

Maximum Travel Distance

Type

Travel Path Distance

A A

PRIMARY 150 SECONDARY 250

143' - 5" 154' - 4"

B B

PRIMARY 150 SECONDARY 250

94' - 3" 109' - 1"

C C

PRIMARY 150 SECONDARY 250

147' - 0" 152' - 0"

C1 C1

PRIMARY 150 SECONDARY 250

114' - 5" 134' - 3"

C2 C2

PRIMARY 150 SECONDARY 250

89' - 5" 91' - 0"

C3 C3

PRIMARY 150 SECONDARY 250

107' - 7" 172' - 7"

C4 C4

PRIMARY 150 SECONDARY 250

112' - 9" 147' - 3"

PRIMARY

218' - 8"

300

CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930

AREA DESCRIPTION

ASSEMBLY

RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS

BUSINESS

FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE

F-1

FACTORY INDUSTRIAL MODERATE-HAZARD

SUBSTATIONS

F-2

FACTORY INDUSTRIAL LOWHAZARD

MEP

MERCANTILE

RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE

S-2

STORAGE (LOW HAZARD)

SUPPORT AREAS, STORAGE CLOSETS

This document is incomplete and may not be used for regulatory approval, permit or construction.

KEY PLAN

02'

TYPE OF CONTRUCTION - 2014 NYCBC TABLE

EGRESS DISTANCES - LEVEL 1 - PHASE 1

STAIR WIDTH: 72"

04'

BSO STORAGE 659 (S-2) LOW - HAZARD

STAIR NUMBER: STR-11 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

TRAVEL PATH NAME

MEP

3 HOUR FIRE SEPARATION 4 HOUR FIRE WALL

BUSINESS

PRIMARY TRAVEL PATH

1091 (F-2) LOW - HAZARD OCCUPANCY

SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300

SECONDARY TRAVEL PATH

09'

TELECOM SERVICE ENTRANCE ROOM #2 990 (F-2) LOW - HAZARD OCCUPANCY

GENERAL SHEET NOTES

PRIMARY TRAVEL PATH

RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS

SECONDARY TRAVEL PATH

G01-03

FIRE PUMP ROOM

ASSEMBLY

LIFE SAFETY LEGEND

18143.0200 JOB 10/16/19 DATE SHEET

928 (F-2) LOW - HAZARD OCCUPANCY

H' B

This Document was produced by or under the authority of Registered Architect:

William J. Liese

CBP BAGGAGE CLAIM 11 (A-3) ASSEMBLY

CBP QUEUE 13 (A-3) ASSEMBLY

01''

EGRESS DISTANCES - LEVEL 2 - PHASE 2

OCCUPANCY GROUPS

FLOOR PLAN LEVEL 1 ARRIVALS - PHASE 2 - LIFE SAFETY

13'

GAS METER ROOM

EMERGENCY SUBSTATION #3

154 (F-2) LOW - HAZARD OCCUPANCY

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

MEP 922 (F-2) LOW - HAZARD OCCUPANCY

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

14'

ELEC. 177 177 (F-2) LOW - HAZARD OCCUPANCY

STAIR NUMBER: STR-17 STAIR CAPACITY: 72" / 0.3 = 240

PLUMBING 921 (F-2) LOW - HAZARD OCCUPANCY

UTILITY CORRIDOR

CONSTRUCTION TYPE:

GAS METER ROOM 924 (F-2) LOW - HAZARD OCCUPANCY

PEOPLE PEOPLE

STAIR NUMBER: STR-27 STAIR CAPACITY: 72" / 0.3 = 240

TYPE OF CONTRUCTION - 2014 NYCBC TABLE

FIRE WALL TO BE PROVIDED ADJACENT TO TERMINAL 5I

PEOPLE PEOPLE

925 (F-2) LOW - HAZARD OCCUPANCY

STAIR WIDTH: 72"

OWNER:

TERMINAL T5I EGRESS AIRSIDE DISCHARGE

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

ISSUES

INTERIM PDD SUBMISSION

JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP

DESIGNATION OCCUPANCY GROUP AREA DESCRIPTION

STAIR NUMBER: STR-20 STAIR CAPACITY: 72" / 0.3 = 240

ELEC. 175 (F-2) LOW - HAZARD OCCUPANCY

STAIR NUMBER: STR-26 STAIR CAPACITY: 72" / 0.3 = 240

PROJECT NAME: PROJECT ADDRESS:

TERMINAL 5I EGRESS LANDSIDE DISCHARGE

SEE DRAWING G01-02

GOODS SCREENING 149 (S-2) LOW - HAZARD

14600 Trinity Blvd Fort Worth, TX

10/16/2019

PROJECT DATA

ELEC. 913 (F-2) LOW - HAZARD OCCUPANCY

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET)

KEY PLAN STAIR WIDTH: 72"

C.1

RESTROOMS

G.1

STAIR NUMBER: STR-24 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

SEE DRAWING G01-03

EXIST TERMINING AL

1981 Post Road Fairfield, CT

SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300

CONCESSIONS

G.1

10/16/2019 5:48:47 PM G01-02 FLOOR PLAN - LEVEL 1 ARRIVALS - PHASE 1 - LIFE SAFETY

TERMIN NEW AL 6

T DC

RESTROOMS 63

40 Wall Street New York NY

01.11

GENERAL SHEET NOTES

SID A

G.1

01.1

850 (A-3) ASSEMBLY

DN FROM CONCOURSE

f o

BR2 95.4

15950 N. Dallas Parkway Dallas TX

PEOPLE PEOPLE

02.1

BUSSING LOBBY 658 (A-3) ASSEMBLY

OUTBOUND BHS

161 (S-2) LOW - HAZARD

CONCESSIONS SUPPORT 158 (B) BUSINESS

STAIR WIDTH: 72"

550 Seventh Avenue New York NY INBOUND BHS 5 (S-2) LOW - HAZARD

John F Kennedy International Airport Queens, NY 11430

JFK TERMINAL 6 DEVELOPMENT

EX3

SUPPORT

212 West 35th Street New York NY

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

1001 Avenue of America New York NY

PEOPLE PEOPLE STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

1194 (S-2) LOW - HAZARD

STAIR WIDTH: 72"

ACTUAL OCCUPANTS: A

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

William J. Liese

SUPPORT 150 (B) BUSINESS

469 Seventh Avenue New York NY

STAIR WIDTH: 72"

John F Kennedy International Airport Queens, NY 11430

EX1

JFK TERMINAL 6 DEVELOPMENT

EX1

FLOOR PLAN LEVEL 1 ARRIVALS - PHASE 1 - LIFE SAFETY 18143.0200 JOB 10/16/19 DATE SHEET

G01-02

475 Fifth Avenue New York NY

469 Seventh Avenue New York NY

1001 Avenue of America New York NY

212 West 35th Street New York NY

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS: BB STAIR NUMBER: STR-28 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE STAIR WIDTH: 72" STAIR NUMBER: STR-24 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

ACTUAL OCCUPANTS: STAIR NUMBER: STR-22 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

STAIR NUMBER: STR-20 STAIR CAPACITY: 72" / 0.3 = 240

1981 Post Road Fairfield, CT

STAIR WIDTH: 72"

STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

ACTUAL OCCUPANTS: STAIR NUMBER: STR-21 STAIR CAPACITY: 72" / 0.3 = 240

40 Wall Street New York NY

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

STAIR WIDTH: 72"

STAIR NUMBER: STR-19 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

STAIR WIDTH: 72"

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PHASE 1

HOLDROOMS

STAIR WIDTH: 72"

PHASE 2

DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS

78 1043 (A-3) ASSEMBLY

550 Seventh Avenue New York NY

PEOPLE PEOPLE

ACTUAL OCCUPANTS: O

STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72"

STAIR NUMBER: STR-16 STAIR CAPACITY: 72" / 0.3 = 240

36.1

34 33

PEOPLE PEOPLE

STAIR NUMBER: STR-10 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE 21

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

ISSUES

10/16/2019 STAIR WIDTH: 72"INTERIM PDD SUBMISSION

STAIR NUMBER: STR-13 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS: 27

STAIR NUMBER: STR-08 STAIR CAPACITY: 72" / 0.3 = 240

STAIR WIDTH: 72"Trinity Blvd Fort Worth, TX 14600

ACTUAL OCCUPANTS:

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS:

STAIR NUMBER: STR-15 STAIR CAPACITY: 72" / 0.3 = 240

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PHASE 1

STAIR NUMBER: STR-25 STAIR CAPACITY: 72" / 0.3 = 240

79 CC.1

15950 N. Dallas Parkway Dallas TX

STAIR WIDTH: 72"

ACTUAL OCCUPANTS:

PHASE 2

DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS

STAIR WIDTH: 72" PEOPLE PEOPLE

ACTUAL OCCUPANTS: 15 14.1

CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930

RESTROOMS

O 475 Fifth Avenue New York NY

This Document was produced by or under the authority of Registered Architect:

EX1

469 Seventh Avenue New York NY

William J. Liese

HOLDROOMS 188 (A-3) ASSEMBLY

DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS

DELUGE This SYSTEM document is incomplete and may PROVIDED. REFER not be used forTOregulatory approval, FIREpermit PROTECTION or construction. DRAWINGS

HOLDROOMS 1067 (A-3) ASSEMBLY

1001 Avenue of America New York NY

A 212 West 35th Street New York NY

EX2

FROM AIRLINE CLUB ABOVE

15950 N. Dallas Parkway Dallas TX

CONCESSIONS

RESTROOMS

195 (A-2) ASSEMBLY

FIRE SHUTTER TO BE PROVIDED ATRIUM BREAK

HOLDROOMS 62 (A-3) ASSEMBLY

71 72 70.1

RESTROOMS

F BR1

BR2 95.4

CONCESSIONS 184 (B) BUSINESS

T.1

CONCESSIONS 961 (A-2) ASSEMBLY

SUPPORT 1139 (B) BUSINESS F.1

OPEN TO BELOW

ACTUAL OCCUPANTS:

40 Wall Street New York NY C GENERAL SHEET NOTES

OPEN TO BELOW

F&B 1059 (A-2) ASSEMBLY

TERMIN NEW AL 6

EXIST TERMINING AL

C.1

D CIRCULATION - AIRSIDE PHASE 1 53 (A-3) ASSEMBLY J

F GENERAL RETAIL 83 (A-2) ASSEMBLY

G BAR/CASUAL SEATING 1074 (A-2) ASSEMBLY

T.2

IDF (AIRLINE/VENDOR) 214 (F-2) LOW - HAZARD OCCUPANCY

ELEC.

ELEC. 1182 (F-2) LOW - HAZARD OCCUPANCY

ELEC. 217 (F-2) LOW - HAZARD OCCUPANCY

PA IDF 1184 (F-2) LOW - HAZARD OCCUPANCY

SUPPORT 218 (B) BUSINESS

PA IDF 1030 (F-2) LOW - HAZARD OCCUPANCY 213 (F-2) LOW - HAZARD OCCUPANCY

1032 (F-2) LOW - HAZARD OCCUPANCY

PA IDF

CONCESSIONS 1080 (A-2) ASSEMBLY

STAIR NUMBER: STR-23 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

STAIR WIDTH: 72" PEOPLE PEOPLE

CCONCOURSE

STAIR NUMBER: STR-03 STAIR CAPACITY: 72" / 0.3 = 240

F&B 662 (A-2) ASSEMBLY

ACTUAL OCCUPANTS:

12'

ELEC.

RESTROOMS G'

ACTUAL OCCUPANTS:

STAIR WIDTH: 72" PEOPLE PEOPLE

ELEC. 80 (F-2) LOW - HAZARD OCCUPANCY STAIR NUMBER: STR-12 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS: STAIR NUMBER: STR-11 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

STAIR NUMBER: STR-01 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE

FACTORY SUBSTATIONS INDUSTRIAL MODERATE-HAZARD

F-2

FACTORY INDUSTRIAL LOWHAZARD

MEP

MERCANTILE

RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE

S-2

STORAGE (LOW HAZARD)

STAIR NUMBER: STR-02 STAIR CAPACITY: 72" / 0.3 = 240

SUPPORT AREAS, STORAGE CLOSETS

LIFE SAFETY LEGEND

STAIR WIDTH: 72" PEOPLE PEOPLE

PRIMARY TRAVEL PATH

TRAVEL PATH NAME 1 HOUR FIRE SEPARATION 2 HOUR FIRE SEPARATION 3 HOUR FIRE SEPARATION 4 HOUR FIRE WALL FIRE SHUTTER

08''

08'

SUBSTATION #1 933 (F-2) LOW - HAZARD OCCUPANCY

EGRESS DISTANCES - LEVEL 2 - PHASE 1

07' STANDBY DISTRIBUTION ROOM #1 901 (F-2) LOW - HAZARD OCCUPANCY

06'

STAIR NUMBER: STR-01 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:

05'

PEOPLE PEOPLE

C' 04'

PEOPLE PEOPLE

B' 03'

02' STAIR NUMBER: STR-17 STAIR CAPACITY: 72" / 0.3 = 240

BUSINESS

F-1

PARALLELING GEAR ROOM 934 (F-2) LOW - HAZARD OCCUPANCY

EMERGENCY SUBSTATION #1 50 (F-2) LOW - HAZARD OCCUPANCY

ACTUAL OCCUPANTS:

STAIR WIDTH: 72"

RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS

MER 894 (F-2) LOW - HAZARD OCCUPANCY

STAIR WIDTH: 72" PEOPLE PEOPLE

ASSEMBLY

SECONDARY TRAVEL PATH

G01-07

STAIR NUMBER: STR-14 STAIR CAPACITY: 72" / 0.3 = 240

MDF #1 (PRIMARY) AIRLINE/VENDOR) 1025 (F-2) LOW - HAZARD OCCUPANCY

ACTUAL OCCUPANTS:

10' SUBSTATION #2 71 (F-2) LOW - HAZARD OCCUPANCY 09' SUBSTATION #2 71 (F-2) LOW - HAZARD OCCUPANCY

18143.0200 JOB 10/16/19 DATE SHEET

11'

67 (S-2) LOW - HAZARD

CART STORAGE 668 (B) BUSINESS

PEOPLE PEOPLE

1004 (F-2) LOW - HAZARD OCCUPANCY

MER

FLOOR PLAN LEVEL 2 CONCOURSE PHASE 2 - LIFE SAFETY

13'

STAIR WIDTH: 72"

STAIR WIDTH: 72" PEOPLE PEOPLE 01'

01''

Travel Path ID STAIR WIDTH: 72" PEOPLE PEOPLE

Type

Maximum Travel Distance

This Document was produced by or under the authority of Registered Architect:

William J. Liese

DESIGNATION OCCUPANCY GROUP AREA DESCRIPTION

CONCESSIONS - STORAGE 1019 (S-2) LOW - HAZARD J'

14'

F&B 52 (A-2) ASSEMBLY

CONCESSIONS 1119 (A-2) ASSEMBLY

IDF (AIRLINE/VENDOR) 998 (F-2) LOW - HAZARD OCCUPANCY

OWNER:

CONSTRUCTION TYPE:

APPLICABLE CODES

ISSUES

INTERIM PDD SUBMISSION

JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP

TYPE OF CONTRUCTION - 2014 NYCBC TABLE

FIRE WALL TO BE PROVIDED ADJACENT TO TERMINAL 5I

FIRE SHUTTER TO BE PROVIDED AT THE CONNECTION TO TERMINAL 5i CONCOURSE LEVEL

COFFEE 1058 (A-2) ASSEMBLY

DUTY FREE 68 (A-2) ASSEMBLY

CBIS/ CBRA 78 (S-2) LOW - HAZARD

IDF (AIRLINE/VENDOR) 1183 (F-2) LOW - HAZARD OCCUPANCY

999 (F-2) LOW - HAZARD OCCUPANCY T.3

KEY PLAN

IDF (AIRLINE/VENDOR)

ELEC. 1028 (F-2) LOW - HAZARD OCCUPANCY

SEE DRAWING G01-07

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PROJECT NAME: PROJECT ADDRESS:

S' L'

STAIR WIDTH: 72"

SEE DRAWING G01-06

STAIR NUMBER: STR-26 STAIR CAPACITY: 72" / 0.3 = 240

14600 Trinity Blvd Fort Worth, TX

10/16/2019

PROJECT DATA

H DN

TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET)

OPEN CONCESSIONS 49 (A-2) ASSEMBLY

1981 Post Road Fairfield, CT

SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300

PEOPLE PEOPLE

ACTUAL OCCUPANTS:

PEOPLE PEOPLE

01.11

G.1

STAIR WIDTH: 72"

550 Seventh Avenue New York NY

STAIR WIDTH: 72"

01.1 I

STAIR NUMBER: STR-27 STAIR CAPACITY: 72" / 0.3 = 240

10/16/2019 5:49:22 PM G01-06 FLOOR PLAN - LEVEL 2 CONCOURSE - PHASE 1 - LIFE SAFETY

10/16/2019 5:49:31 PM G01-07 FLOOR PLAN - LEVEL 2 CONCOURSE - PHASE 2 - LIFE SAFETY

STAIR NUMBER: STR-04 STAIR CAPACITY: 72" / 0.3 = 240 02.1

Travel Path Distance

H H

PRIMARY 150 SECONDARY 200

148' - 7" 149' - 8"

H1 H1

PRIMARY 150 SECONDARY 200

87' - 1" 154' - 11"

PRIMARY

300

149' - 1"

PRIMARY

300

112' - 11"

PRIMARY

300

116' - 1"

PRIMARY

300

251' - 1"

I I

PRIMARY 150 SECONDARY 200

113' - 1" 146' - 10"

J J

PRIMARY 150 SECONDARY 200

65' - 11" 142' - 6"

K K

PRIMARY 150 SECONDARY 200

140' - 4" 150' - 11"

This document is incomplete and may not be used for regulatory approval, permit or construction.

John F Kennedy International Airport Queens, NY 11430

47 (A-3) ASSEMBLY

JFK TERMINAL 6 DEVELOPMENT

X Y

HOLDROOMS

John F Kennedy International Airport Queens, NY 11430

EX3

EX3 SUPPORT 1082 (A-2) ASSEMBLY

JFK TERMINAL 6 DEVELOPMENT

KEY PLAN

FLOOR PLAN LEVEL 2 CONCOURSE PHASE 1 - LIFE SAFETY

18143.0200 JOB 10/16/19 DATE SHEET

G01-06

DESIGN BAGGAGE CLAIM BHS BSO CBP 11 T6-

CIRCULATION - AIRSIDE CIRCULATION - LANDSIDE CONCESSIONS CONCESSIONS STORAGE COVERED GSE STOP

MPH

MEP

SUPPORT SPACE

10 T6

-3 T6

UTILITY CORRIDOR WELCOME CENTER LEGEND

-30 0

EXISTING T7 OUTLINE

A3 40

T6 6 A340-300

T6 -9

RESTROOM SERVICE CORRIDOR

T6-7

SIDA LINE

T6-5

8 T6-

4 T6 -

PHASE 2

MEP 9940 SF

PHASE 1

COVERED GSE 13291 SF

T6 1 -

UTILITY CORRIDOR 3957 SF

COVERED GSE 13813 SF

MEP 5257 SF

DN RAMP 5% MAX - TYP

OUTBOUND BHS 20697 SF

OPERATOR OFFICES 5675 SF BSO 1461 SF

-1' - 6" DN FROM STERILE CORRIDOR

SUPPORT 17091 SF

SUPPORT 4934 SF

INBOUND BHS 24350 SF

CONCESSIONS SUPPORT 8389 SF

FENCE LINE

MEP 11248 SF

WASTE 3342 SF

LOADING DOCK 1819 SF

GOODS SCREENING 1644 SF

SUPPORT 3565 SF

TERIMINAL 5

KIOSKS

MEP 1530 SF MEP 7916 SF

SUBSTATION 2808 SF

DN CO FROM NC OU RSE

60' - 0" TYP

DN TO / UP / DEPA FROM RT UR ES

SERVICE CORRIDOR 1882 SF

MEETER - GREETER 44807 SF

T7 AIRTRAIN

CBP BAGGAGE CLAIM 63283 SF

RECHECK 1309 SF

WELCOME CENTER

SECURITY CHECK

CBP SUPPORT 5617 SF

CBP QUEUE 21596 SF CBP SECONDARY 8581 SF CBP Primary 12130 SF

FHV

ORANGE GARAGE

PO V

T5 UP

Project Number: 18143.0200

AIR

YELLOW GARAGE

TRA

CONCEPT SCHEME - LEVEL 1 - ARRIVALS

0' 2'

16' NORTH

A104 JFK TERMINAL 6-7 CONCEPT SCHEME - LEVEL 1 - ARRIVALS 1" = 80'-0" MAY 9, 2019

AIRLINE CLUB

This Document was produced by or under the direct supervision of William J. Liese.

This document is incomplete and may not be used for regulatory approval, permit or construction.

CBIS

Project Number: 18143.0200

CIRCULATION - AIRSIDE CIRCULATION - LANDSIDE

A904 JFK TERMINAL 6-7 CONCEPT SCHEME - PERSPECTIVE - ARRIVALS PLAZA

11 T6-

CONCESSIONS CONCESSIONS STORAGE HOLDROOM

04/29/19 This Document was produced by or under the direct supervision of William J. Liese.

MEP OPEN TO BELOW

MPH

STOP

RESTROOM SERVICE CORRIDOR SUPPORT SPACE LEGEND

T6-7

10 T6

-3 T6

SIDA LINE A3 40

T6 6

-30 0

EXISTING T7 OUTLINE

A340-300

T6 -9 T6-5

8 T6-

4 T6 -

PHASE 1

PHASE 2

HOLDROOMS 12634 SF

T6 1 -

HOLDROOMS 6690 SF

HOLDROOMS 12649 SF

16' - 6"

33' - 3 1/2"

UTILITY CORRIDOR BELOW ON ARRIVALS LEVEL

HOLDROOMS 12545 SF

OPEN TO STERILE CORRIDOR BELOW DASHED LINE INDICATES EDGE OF STERILE CORRIDOR BELOW - TYP

UPPER VOLUME ABOVE

HOLDROOMS 12341 SF CIRCULATION AIRSIDE 46653 SF

NO RE-ENTRY

DN TO CBP

HOLDROOMS 18900 SF

FENCE LINE

29' - 9"

19' - 6" 10' - 8 1/2"

CONCESSIONS 8123 SF

DN AR TO RIV ALS

SUPPORT 16307 SF

MEP 6534 SF

HOLDROOMS 3042 SF CONCESSIONS 4188 SF

TERIMINAL 5

DUTY FREE 6082 SF MEP 10081 SF

CBIS 25539 SF

DN FRO SSC M P RESTROOMS 7056 SF

T7 AIRTRAIN MEP 24797 SF

CONCESSIONS STORAGE 2137 SF

ORANGE GARAGE

T5 DN

YELLOW GARAGE

AIR

TRA

IN 0' 2'

Project Number: 18143.0200

16' NORTH

A102 JFK TERMINAL 6-7 CONCEPT SCHEME - LEVEL 2 - CONCOURSE

This Document was produced by or under the direct supervision of William J. Liese.

CONCEPT SCHEME - LEVEL 2 - CONCOURSE 1" = 80'-0" MAY 9, 2019

This document is incomplete and may not be used for regulatory approval, permit or construction.

STRUCTURAL

ROOF SECTION - HIGH ROOF

ROOF PLAN - SOUTH END

ROOF SECTION - LOWER ROOF

TYPICAL PLAN - SOUTH END

BUILDING ENCLOSURE L.A

L.B

L.C

20' - 8"

8' - 2"

26' - 8"

C.1

55' - 0"

3 A07-06

NOTE: 5'-0" FLOOR DEPTH INCLUDES FLOOR DECK, BEAMS, MEP, ARCH AND LIGHTING

CHANGE IN VIEW PLANE

LINE OF SIGHT PLANE

RAMP CONTROL TOWER LEVEL 74' - 0"

ROOF STRUCT / ARCH

3 A07-04

DEPARTURES ROOF 67' - 5"

25' - 0"

CLERESTORY GLASS

DEPARTURES CURB

SSCP QUEUE 16165 SF

TSA SUPPORT 2991 SF

CIRCULATION LANDSIDE 37163 SF

LEVEL 3 - DEPARTURES 42' - 5"

17' - 5"

FLOOR STRUCT / MECH/ ARCH

SERVICE CORRIDOR 5596 SF MDF #2 403 SF

SUBSTATION #2 4502 SF

LANDSIDE

HOLDROOMS 13183 SF

LEVEL 2 - CONCOURSE 25' - 0"

CIRCULATION LANDSIDE 698 SF

MEP 1809 SF

OUTBOUND BHS 29802 SF

13' - 0" 12' - 0"

RESTROOMS 3905 SF

LEVEL 1.5 - STERILE CORRIDOR 12' - 0"

LEVEL 1 - ARRIVALS 0' - 0"

1' - 6"

RESTROOMS 3905 SF

AIRSIDE

STERILE CORRIDOR 12310 SF

10' - 6"

10' - 0"

FLOOR STRUCT / MECH/ ARCH

ARRIVALS CURB

CIRCULATION AIRSIDE PHASE 1 52428 SF

SUPPORT 2928 SF

BUILDING SECTION 3 3/32" = 1'-0"

AHUs SEE 'M SERIES ' DWG

G.1

C.1

LEVEL 1 - ARRIVALS LOWERED -1' - 6"

MOVING WALKWAY PIT BEYOND

EX3

45' - 8"

EX2

45' - 8"

EX1

45' - 8"

SOLAR SHADES LINE OF SIGHT PLANE

RAILING, TYP.

3 A01-11

3 A07-04

DEPARTURES CURB

25' - 0"

DEPARTURES ROOF 67' - 5"

3 A07-05 TICKET COUNTER QUEUE 10443 SF

TICKET COUNTERS 4693 SF

0 5A0 2/

CIRCULATION AIRSIDE 33766 SF

CONCESSIONS 9460 SF

HOLDROOMS 13116 SF

LEVEL 2 - CONCOURSE 25' - 0"

STERILE CORRIDOR 31347 SF

JFK T6 _STERILE CORRIDOR - COLUMN LAYOUT 09/11/2019 LEVEL 1.5 - STERILE CORRIDOR 12' - 0"

SUPPORT 11497 SF

COVERED GSE 13873 SF

STERILE CORRIDOR 31347 SF

BUILDING SECTION 4

AIRSIDE

LEVEL 1 - ARRIVALS 0' - 0"

1' - 6"

LANDSIDE

9' - 0"

CONCEPT SKETCHES

ARRIVALS CURB

EXPERIENCE MOMENT 1018 SF

13' - 0"

SERVICE CORRIDOR 5139 SF

12' - 0"

SUPPORT 6179 SF

17' - 5"

LEVEL 3 - DEPARTURES 42' - 5"

10' - 0"

10/16/2019 5:41:08 PM A05-02

BUILDING SECTIONS - 3 & 4

RAMP CONTROL TOWER LEVEL 74' - 0"

AHUs, SEE M SERIES DWG.

LEVEL 1 - ARRIVALS LOWERED -1' - 6"

KEY PLAN SECTION B - DEPARTURES R

BUILDING ENCLOSURE / FIXED BRIDGE

SKETCH

SKETCH A 07/10/2019

SKETCH

DWG

CL CL

1'-1 1/2"1'-1 1/2"

18" X 35" SPANDREL BEAM

METAL PANEL

18" X X 35" 35" GIRDER SPANDREL 18" BEAM BEYOND 18" X 35" GIRDER METAL PANEL BEYOND

8" X 8" STRUCTURAL POST POST

METAL PANEL STEEL CAP PLATE

POST

1'-4"

STEEL CAP PLATE

1'-4" CEILING GLAZING

SKETCH 84

FIXED BRIDGE COLUMN ENCLOSURE 1 1/2" = 1'-0"

FIXED BRIDGE METAL PANEL DETAIL 1 1/2" = 1'-0"

FIXED BRIDGE COLUMN ENCLOSURE 1 1/2" = 1'-0"

FIXED BRIDGE METAL PANEL DETAIL 1 1/2" = 1'-0"

DWG

SKETCH

INSULATION

SLOPE 1/4" / FOOT MIN.

FIRE SAFING

CMU BRICK POST 8" X 8" STRUCTURAL ENCLOSURE POST

CL CL

COPING PARAPET CAP CANT STRIP FLASHING INSULATION CANT STRIP

2'-7 1/2"2'-7 1/2"

POST

FLASHING

SLOPE 1/4" / FOOT MIN.

FIRE SAFING CLIP

8" COLD FORMED WATERPROOFING STUD FRAMING WITH MEMBRANE INSULATION 8" COLD FORMED 3 5/8" STUD FRAMING STUD FRAMING WITH INSULATION METAL PANEL 3 5/8" STUD FRAMING

COPING PARAPET CAP

BEAM

FIRE SAFING CLIP

METAL PANEL WATERPROOFING 5/8" SHEATHING MEMBRANE

CMU BRICK POST ENCLOSURE

BEAM

WOOD BLOCKING

METAL PANEL VAPOR BARRIER 5/8" SHEATHING

POST

BEAM

CL CL

WOOD BLOCKING

VAPOR BARRIER

CL CL

BEAM

CEILING

GLAZING 8" X 8" STRUCTURAL POST 8" X 8" STRUCTURAL POST

1'-4"

DWG

1'-4" FIXED BRIDGE ROOF DETAIL AT FIXED BRIDGE POST 1 1/2" = 1'-0"

FIXED BRIDGE ROOF DETAIL AT FIXED BRIDGE POST 1 1/2" = 1'-0"

BEAM

BUILDING ENCLOSURE L.A

L.B

L.C

20' - 8"

8' - 2"

26' - 8"

C.1

55' - 0"

3 A07-06

NOTE: 5'-0" FLOOR DEPTH INCLUDES FLOOR DECK, BEAMS, MEP, ARCH AND LIGHTING

CHANGE IN VIEW PLANE

LINE OF SIGHT PLANE

RAMP CONTROL TOWER LEVEL 74' - 0"

ROOF STRUCT / ARCH

3 A07-04

DEPARTURES ROOF 67' - 5"

25' - 0"

CLERESTORY GLASS

DEPARTURES CURB

SSCP QUEUE 16165 SF

TSA SUPPORT 2991 SF

CIRCULATION LANDSIDE 37163 SF

LEVEL 3 - DEPARTURES 42' - 5"

17' - 5"

FLOOR STRUCT / MECH/ ARCH

SERVICE CORRIDOR 5596 SF MDF #2 403 SF

SUBSTATION #2 4502 SF

LANDSIDE

HOLDROOMS 13183 SF

LEVEL 2 - CONCOURSE 25' - 0"

CIRCULATION LANDSIDE 698 SF

MEP 1809 SF

OUTBOUND BHS 29802 SF

13' - 0" 12' - 0"

RESTROOMS 3905 SF

LEVEL 1.5 - STERILE CORRIDOR 12' - 0"

LEVEL 1 - ARRIVALS 0' - 0"

1' - 6"

RESTROOMS 3905 SF

AIRSIDE

STERILE CORRIDOR 12310 SF

10' - 6"

10' - 0"

FLOOR STRUCT / MECH/ ARCH

ARRIVALS CURB

CIRCULATION AIRSIDE PHASE 1 52428 SF

SUPPORT 2928 SF

BUILDING SECTION 3 3/32" = 1'-0"

AHUs SEE 'M SERIES ' DWG

G.1

C.1

LEVEL 1 - ARRIVALS LOWERED -1' - 6"

MOVING WALKWAY PIT BEYOND

EX3

45' - 8"

EX2

45' - 8"

EX1

45' - 8"

SOLAR SHADES LINE OF SIGHT PLANE

RAILING, TYP.

3 A01-11

3 A07-04

DEPARTURES CURB

25' - 0"

DEPARTURES ROOF 67' - 5"

3 A07-05 TICKET COUNTER QUEUE 10443 SF

TICKET COUNTERS 4693 SF

0 5A0 2/

CIRCULATION AIRSIDE 33766 SF

CONCESSIONS 9460 SF

HOLDROOMS 13116 SF

LEVEL 2 - CONCOURSE 25' - 0"

STERILE CORRIDOR 31347 SF

JFK T6 _STERILE CORRIDOR - COLUMN LAYOUT 09/11/2019 LEVEL 1.5 - STERILE CORRIDOR 12' - 0"

SUPPORT 11497 SF

COVERED GSE 13873 SF

STERILE CORRIDOR 31347 SF

BUILDING SECTION 4

AIRSIDE

LEVEL 1 - ARRIVALS 0' - 0"

1' - 6"

LANDSIDE

9' - 0"

CONCEPT SKETCHES

ARRIVALS CURB

EXPERIENCE MOMENT 1018 SF

13' - 0"

SERVICE CORRIDOR 5139 SF

12' - 0"

SUPPORT 6179 SF

17' - 5"

LEVEL 3 - DEPARTURES 42' - 5"

10' - 0"

10/16/2019 5:41:08 PM A05-02

BUILDING SECTIONS - 3 & 4

RAMP CONTROL TOWER LEVEL 74' - 0"

AHUs, SEE M SERIES DWG.

LEVEL 1 - ARRIVALS LOWERED -1' - 6"

KEY PLAN SECTION B - DEPARTURES R

26 25

24.1

30'-0"

eP.99

eP.98

EXTERIOR MATERIAL FINISHES

13'-9"

16'-3"

9'-0"

16.04°

1 A19.0911-01

eP.99

MECHANICAL LOUVER W/ 50% FREE AREA

METAL PANEL W/ CFMF SYSTEM OR W/ CMU BACKUP

LOUVERS BLANK OFF PANELS

METAL PANEL W/ CFMF BACKUP - FIXED BRIDGE

SPANDREL GLASS W/ INSULATED BOX (GL-03)

VISION GLASS (GL-01)

SPLIT-FACED CMU

SPANDREL GLASS W/ INSULATED BOX (GL-02)

MECHANICAL LOUVER W/ 50% FREE AREA

METAL PANEL W/ CFMF SYSTEM OR W/ CMU BACKUP

TYP 5'-0"

16.04°

TYP 4'-11 3/8"

LOUVERS BLANK OFF PANELS

METAL PANEL W/ CFMF BACKUP - FIXED BRIDGE

SPANDREL GLASS W/ INSULATED BOX (GL-03)

C.L. OF MULLION 88'-1 7/8"

10' - 1"

TYP 5'-0"

1 A19.0911-01

30' - 0"

TYP 5'-0"

SPLIT-FACED CMU

SPANDREL GLASS W/ INSULATED BOX (GL-02)

9'-11"

UNDERSIDE OF CANOPY METAL PANEL MP-01

9'-0"

VISION GLASS (GL-01)

eP.98

EXTERIOR MATERIAL FINISHES

TYP 5'-0 5/8"

1 A19.0911-01 5 A19.0902-05

C.L. OF MULLION 78'-6"

LIGHT SHELF ATTACHED TO CURTAIN WALL, TYP

7 A19.0704-03

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

WT-1

10' - 2"

11'-0"

C.L. OF MULLION 88'-1 7/8"

32'-8" PANEL

3 A19.0701-02.2

10' - 1"

C.L. OF MULLION 67'-6"

5 A19.0704-03

Key Plan:

C.L. OF MULLION 78'-6"

2 A19.0803-1

7 A19.0704-03

EXPANSION JOINT

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

WT-1

10' - 2"

A-LEVEL 3 DEPARTURES FF 55' - 11"

32'-8" PANEL

3 A19.0701-02.2

C.L. OF MULLION 56'-6"

A-LEVEL 3 DEPARTURES FF 55' - 11" TOP OF SLAB 53' - 8"

? C.L. OF MULLION 67'-6"

N NO. 0 1 2

4'-10" PANEL

LIGHT SHELF ATTACHED TO CURTAIN WALL, TYP

WT-5

11'-0"

12' - 5"

1 5 A19.0902-05

DATE DESCRIPTION 06/30/22 SUBMISSION 01 06/09/23 SUBMISSION 02 02/23/24 SUBMISSION 04

C.L. OF MULLION 50'-1"

32-S

4'-6"

NO. 0 1 2

A-LEVEL 2 CONCOURSE FF 38' - 6" DATE DESCRIPTION 06/30/22 SUBMISSION 01 06/09/23 SUBMISSION 02 02/23/24 SUBMISSION 04

C.L. OF MULLION 50'-1"

PLENUM

3 A19.0902-03

26' - 6"

C.L. OF METAL PANEL JOINT 26'-1"

PLENUM

A-LEVEL 1 ARRIVALS FF 12' - 0"

3 A19.0902-03

WALL TYPE 03 - DEPARTURES VESTIBULE ELEVATION 1/4" = 1'-0"

30'-0"

24.1

13'-9"

16'-3"

A-D.F.E. 14' - 4"

Package:

EL.+ 55' - 9"

5'-2"

WALL TYPE 03 SECTION 1/4" = 1'-0"

WALK OFF MAT

WALL TYPE 03 - DEPARTURES VESTIBULE PLAN 1/4" = 1'-0"

24.1

BUILDING ENCLOSURE - WALL TYPE WT-1 & WT-3

1.0-EX-131

1 A19.0905-01

24.1

YR-6006-19-004

1 A19.0704-03

Title:

30'-0"

13'-9"

16'-3"

BUILDING ENCLOSURE - WALL TYPE WT-1 & WT-3

Drawing Number: eB

1.0-EX-131

1 A19.0905-01

5 A19.0712-01

30'-0"

5 BUILDING ENCLOSURE A19.0712-01

4 A19.0801-03

6 A19.0712-01

Title:

VESTIBULE

A-LEVEL 1 ARRIVALS FF 12' - 0"

YR-6006-19-004

JOHN F KENNEDY TYPE 03 SECTION INTERNATIONAL AIRPORT 4 WALL 1/4" = 1'-0" TERMINAL 6 DEVELOPMENT 6 A19.0712-01

9'-0"

2 A19.0901-01

BUILDING ENCLOSURE

A-LEVEL 1 ARRIVALS FF 12' - 0"

14' - 5"

SIM 6 A19.0902-01

Package:

A-D.F.E. 14' - 4"

C.L. OF METAL PANEL JOINT 26'-1"

26' - 6"

2 A19.0901-01

WT-4

A-D.F.E. 14' - 4"

7' - 8"

C.L. OF METAL PANEL JOINT 34'-7"

3 A19.0803-1

6 A19.0712-01

JOHN F KENNEDY INTERNATIONAL AIRPORT TERMINAL 6 DEVELOPMENT

14' - 5"

C.L. OF METAL PANEL JOINT 39'-1"

4' - 6"

A-LEVEL 2 CONCOURSE FF 38' - 6"

C.L. OF METAL PANEL JOINT 39'-1"

C.L. OF METAL PANEL JOINT 34'-7"

8'-6"

17' - 4"

16' - 10"

4/3/2024 4:02:38 PM

A19.0801-03 BUILDING ENCLOSURE - WALL TYPE WT-1 & WT-3

WT-4

33-S

7' - 8"

35-S

4'-10" PANEL

36-S

44'-1"

C.L. OF MULLION 56'-6"

A-LEVEL 3 DEPARTURES FF 55' - 11"

EXPANSION JOINT

TOP OF SLAB 53' - 8"

16' - 10"

R Q

WT-5

12' - 5"

4' - 6"

METAL PANEL

17' - 4"

METAL PANEL

17'-5"

Key Plan:

13'-9"

16'-3"

WALL TYPE 03 PLAN 803.1-LOWER 1/4" = 1'-0"

A19.0801-03

BUILDING ENCLOSURE

BUILDING ENCLOSURE ASK 190802-28_JFK T6 - North Wall Starter Sill Plate Detail

ASK 190802-28_JFK T6 - North Wall Starter Sill Plate Detail

G5.A

COL. GRID

SETTING SHELF

3 1/2"

5'-0"

SEMI-RIGID INSULATION

FRITTED GLAZING AT SPANDREL

PANEL DETAIL AT FIXED BRIDGE 15 METAL 1 1/2" = 1'-0"

2'-4"

2' - 1"

ISSUES

COL. GRID

5'-0"

MTL. PLATES 10/16/2019

INTERIM PDD SUBMISSION SHEATING

MTL. PLATES

GASKET

SHEATING

VISION GLAZING

3'-0"

TRIM COVER

1 1/2"

COL. GRID

SLAB EDGE BEYOND William J. Liese

COUPLED ALUMINUM STEEL SPLICE AT STACK JOINT MULLION EXTRUSION STEEL REINFORCEMENT STEEL REINFORCEMENT STEEL SPLICE AT STACK JOINT COUPLED ALUMINUM TRIM COVER MULLION EXTRUSIONS

This document is incomplete and may not be used for regulatory approval, permit or construction.

SLAB EDGE BEYOND

COL. GRID

METAL PANEL GLAZING STIFFENERS AS REQUIRED

METAL PANEL VAPOR PERMEABLE WEATHER RESISTIVE BARRIER

SECTION 13 WT-02 1 1/2" = 1'-0"

THERMALLY BROKEN RAINSCREEN BRACKET PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)

3 1/2"

1 1/2" = 1'-0"

SEMI-RIGID INSULATION;

BAGGAGE AREA SECTION 13 WT-02 1 1/2" = 1'-0"

WALL STARTER SILL PLATE DETAIL 12 NORTH 1 1/2" = 1'-0"

ASK 190805-32_JFK T6 - North Wall Coping Detail

SECTION DETAIL AT RAINSCREEN 1 1/2" = 1'-0"

PRESSURE EQUALIZED CAVITIES GASKET

PLAN DETAIL AT SPANDREL 3" = 1'-0"

ASK 190805-32_JFK T6 - North Wall Coping Detail

9" 3 1/2"

KEY PLAN

SEMIRIGID INSULATION

CONCRETE METAL PANEL VAPOR PERMEABLE WEATHER RESISTIVE BARRIER

WEEP 24" O.C. METAL PANEL PLASTIC SHIM VAPOR PERMEABLE WEATHER METAL PANEL ATTACHMENT BRACKET RESISTIVE BARRIERRAINSCREEN HORIZONTAL FRAMING RAINSCREEN VERTICAL FRAMING WEEP BAFFLE THERMALLY BROKEN RAINSCREEN BRACKET WEEP 24" O.C. PLASTIC SHIMPANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED) METAL PANEL ATTACHMENT BRACKET

BUILDING ENCLOSURE RAINSCREEN HORIZONTAL FRAMING SYSTEMRAINSCREEN DETAILS VERTICAL FRAMING

THERMALLY BROKEN RAINSCREEN BRACKET

SPANDREL GLAZING

SECTION SILICONE STRUCTURAL 13 WT-02 1 1/2" = 1'-0"

BAGGAGE AREA WALL STARTER SILL PLATE DETAIL 12 NORTH 1 1/2" = 1'-0"

FRITTED GLAZING AT SPANDREL

SLAB EDGE BEYOND

ANTI-BUCKLING CLIP

WALL STARTER SILL PLATE DETAIL 12 NORTH 1 1/2" = 1'-0"

SEMI-RIGID INSULATION

FULLY SEALED BACKPAN

STEELSECTION PLATE WELDED TO EMBED AT ANCHORAGE 2" METAL WITHPANEL THREADED STUDS

VENT TO MULLION

STRUCTURAL EMBED

COUPLED ALUMINUM MULLION EXTRUSION

3/4"

SETTING SHELF

1 1/2" = 1'-0"

STEEL REINFORCEMENT

BAGGAGE AREA

STRUCTURAL EMBED SETTING BLOCK

FULLY SEALED BACKPAN

FIRESTOP AND SMOKE SEAL

STEEL SPLICE AT STACK JOINT

TOP OF SLAB

STEEL PLATE WELDED TO EMBED PRESSURE EQUALIZED CAVITIES WITH THREADED STUDS

FIRESTOP AND SMOKE SEAL

FRITTED GLAZINGAT AT SPANDREL SECTION ANCHORAGE

STERILE CORRIDOR

STRUCTURAL EMBED

STRUCTURAL SILICONE L-BRACKET

FRITTED GLAZING AT SPANDREL

SETTING SHELF

SEMI-RIGID INSULATION

WEEP BAFFLE WEEP 24" O.C. PLASTIC SHIM METAL PANEL ATTACHMENT BRACKET RAINSCREEN HORIZONTAL FRAMING RAINSCREEN VERTICAL FRAMING

SETTING BLOCK

VENT TO MULLION

STEEL PLATE WELDED TO EMBED WITH THREADED STUDS

WEEP BAFFLE 2" METAL PANEL

CONCRETE

3 3/4"

PANEL STIFFENER; ATTACHED WITH

SECTION DETAIL AT RAINSCREEN STRUCTURAL SILICONE, (AS REQUIRED) 8JOB 18143.0200 1 1/2" = 1'-0" SEMI-RIGID INSULATION; 10/16/19 DATE SHEET

A07-07A

SECTION DETAIL AT RAINSCREEN 1 1/2" = 1'-0"

SEMI-RIGID INSULATION;

CONCRETE

TOP OF SLAB 1'-4"

4' - 0 1/2"

FRITTED GLAZING AT SPANDREL

SETTING SHELF

CONCOURSE LEVEL

TOP GLAZING OF SLAB SPANDREL

SEMI-RIGID 3" INSULATION

TRIM COVER

1'-4"

SEMI-RIGID INSULATION

3'-6"

3'-0"

VENT TO MULLION

SECTION AT ANCHORAGE 1 1/2" = 1'-0"

PRESSURE EQUALIZED CAVITIES

SETTING BLOCK

COUPLED ALUMINUM HOOK ATTACHMENT THROUGH THE STACKVERTICAL JOINT EXTRUSIONS MULLION (GRAVITY AND LATERAL ATTACHMENT) GASKET

SETTING BLOCK

VENT TO MULLION

L-BRACKET

TRIM COVER

6" SETTING SHELF 1'-4"

STRUCTURAL SILICONE 2'-2"

PLAN DETAIL AT METAL PANEL 3" = 1'-0"

TRIM COVER

TOP OF SLAB

3/4"

SETTING SHELF

FULLY SEALED BACKPAN

FRITTED GLAZING AT SPANDREL

3'-6"

GLAZING

PRESSURE EQUALIZED CAVITIES

4' - 0 1/2"

SETTING BLOCK

SEMI-RIGID INSULATION

PRESSURE EQUALIZED CAVITIES

3 1/2"

FRITTED GLAZING AT SPANDREL

SETTING SHELF

STRUCTURAL SILICONE

GASKET

6 1/4"

3 1/2"

SETTING BLOCK

VENT TO MULLION

FIRESTOP AND SMOKE SEAL

2" METAL PANEL

SETTING SHELF

10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS

STRUCTURAL SILICONE

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

STRUCTURAL SILICONE

PRESSURE EQUALIZED CAVITIES

SPANDREL GLAZING

STERILE CORRIDOR

STRUCTURAL EMBED SETTING BLOCK

GLAZING

STRUCTURAL SILICONE

0' - 11 1/2"

VENT TO MULLION

STEEL PLATE WELDED TO EMBED PRESSURE EQUALIZED CAVITIES WITH THREADED STUDS

6 1/4"

GASKET

6 1/4"

3 1/2"

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

GLAZING

3/4"

HOOK ATTACHMENT THROUGH THE VERTICAL MULLION (GRAVITY AND LATERAL ATTACHMENT)

GLAZING

PRESSURE EQUALIZED CAVITIES 1'-4"

PLAN DETAIL AT METAL 3" = 1'-0"

3" TRIM COVER

3/4"

3'-0"

FRITTED GLAZING AT SPANDREL

3 3/4"

STRUCTURAL SILICONE L-BRACKET

1'-4"

GASKET

1'-4"

SEMI-RIGID INSULATION

CONCOURSE LEVEL

TRIM COVER

GASKET

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

1'-4"

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

COL. GRID

LEVEL 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL SOUTH WALL SPANDREL DETAIL GASKET 1 1/2" 11 = 1'-0"1 1/2" = 1'-0" COUPLED ALUMINUM STACK JOINT EXTRUSIONS

1'-4"

3'-6"

3'-0"

VENT TO MULLION

SETTING SHELF

6"SETTING SHELF

3 3/4"

8" STERILE CORRIDOR

LATERAL ATTACHMENT) GASKET TOP GLAZING OF SLAB SPANDREL

2" 3"

SEMI-RIGID 3" INSULATION

TRIM COVER

1'-4"

3'-6" SETTING BLOCK

SETTING SHELF

SETTING BLOCK

CONCOURSE LEVEL

TRIM COVER

COUPLED ALUMINUM HOOK ATTACHMENT THROUGH THE STACKVERTICAL JOINT EXTRUSIONS MULLION (GRAVITY AND

TRIM COVER CL

2'-2"

3'-6"

PRESSURE EQUALIZED CAVITIES

6 1/4"

SETTING BLOCK

3 1/2"

PRESSURE EQUALIZED CAVITIES

STRUCTURAL SILICONE

6 1/4"

SPANDREL GLAZING

TRIM COVER

STERILE CORRIDOR

GASKET

GASKET GLAZING

PRESSURE EQUALIZED CAVITIES

PLAN DETAIL AT METAL PANEL 3" = 1'-0"

TRIM COVER

STRUCTURAL SILICONE 2'-2"

STRUCTURAL SILICONE

3 1/2"

1'-4"

GLAZING

6 1/4"

2'-2"

GASKET

4' - 0 1/2"

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

3 3/4"

3'-6"

1'-4"

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

SOUTH WALL SPANDREL DETAIL 1 1/2" = 1'-0" COUPLED ALUMINUM STACK JOINT EXTRUSIONS

1'-4"

10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS

TRIM COVER

10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS

1 8"

3'-6"

CONCOURSE LEVEL

GLAZING

3'-6"

- STICK SYSTEM - Callout 1 14 SECTION 1 1/2" = 1'-0"

LEVEL 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL SOUTH WALL SPANDREL DETAIL 1 1/2" 11 = 1'-0"1 1/2" = 1'-0"

3/4"

CONCOURSE LEVEL

3'-0"

- STICK SYSTEM - Callout 1 14 SECTION 1 1/2" = 1'-0"

CONCOURSE LEVEL

6 1/4"

COL. GRID 3/4"

- STICK SYSTEM - Callout 1 14 SECTION 1 1/2" = 1'-0"

1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL 11 LEVEL 1 1/2" = 1'-0"

0' - 11 1/2"

STRUCTURAL SILICONE

GLAZING

ANTI-BUCKLING CLIP

- STICK SYSTEM - Callout 1 14 SECTION 1 1/2" = 1'-0"

CONCOURSE LEVEL

JFK TERMINAL 6 DEVELOPMENT

John F Kennedy International Airport Queens, NY 11430

SLAB EDGE BEYOND

This Document was produced by or under the authority of Registered Architect: TRIM COVER

STEEL SPLICE AT STACK JOINT

ANTI-BUCKLING FULLY SEALED INSULATEDCLIP BACKPAN

STEEL SPLICE AT STACK JOINT

COL. GRID

3" 3'-0"

5' - 9"

COL. GRID

COUPLED ALUMINUM CL MULLION EXTRUSION 0' - 2" 0' - 2" STEEL REINFORCEMENT

1'-5"

SLAB EDGE BEYOND

1'-4"

COUPLED ALUMINUM MULLION EXTRUSION STEEL REINFORCEMENT

5' - 0 1/4"

3'-0"

5' - 9"

5' - 0 1/4"

ANTI-BUCKLING CLIP

GASKET INTERIOR FINISH VISION GLAZING

0' - 2" 0' - 2"

STRUCTURAL SILICONE

LEVEL 1.5 - STERILE CORRIDOR 24' - 0"

WT-01 PLAN DETAIL AT GLAZING 3" = 1'-0"

VISION GLAZING

9" MIN

1'-4"

GASKET

5' - 9"

3'-0" STRUCTURAL SILICONE

5' - 0 1/4"

FRITTED GLAZING AT SPANDREL

WT-01 PLAN DETAIL AT G 3" = 1'-0" 3/4"

2'-4"

LEVEL 1.5 - STERILE CORRIDOR 24' - 0"

1 1/2" 3"

2'-4"

STRUCTURAL SILICONE

LEVEL 1.5 - STERILE CORRIDOR 24' - 0"

SHEATING

2'-4"

FRITTED GLAZING AT SPANDREL

WT-01 PLAN DETAIL AT GLAZING 3" = 1'-0"

9" MIN

VARIES; AVG. R-30

0' - 9"

3/4"

2'-4"

14600 Trinity Blvd Fort Worth, TX

STRUCTURAL SILICONE

6 1/4"

2'-4" MTL. PLATES

1 1/2" = 1'-0"

VISION GLAZING

PANEL DETAIL AT FIXED BRIDGE 15 METAL 1 1/2" = 1'-0"

5'-0"

0' - 11 1/2"

1 1/2" = 1'-0"

SETTING BLOCK

PANEL DETAIL AT FIXED BRIDGE 15 METAL 1 1/2" = 1'-0"

PRESSURE EQUALIZED CAVITIES CL

COL. GRID

RT-01 ROOF SYSTEM DETAIL SEMI-RIGID GASKETINSULATION

3 1/2"

RT-01 ROOF SYSTEM DETAIL SEMI-RIGID INSULATION

1981 Post Road Fairfield, CT

SETTING SHELF

DEPARTURE LEVEL CONCRETE ROOF DECK

40 Wall Street New York NY

ASK Corr

TRIM COVER

PRESSURE EQUALIZED CAVITIES SETTING BLOCK

PANEL DETAIL AT FIXED BRIDGE 15 METAL 1 1/2" = 1'-0"

DEPARTURE LEVEL

COVERBOARD (FULLY ADHERED) CONCRETE ROOF DECK TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE) SELF-ADHERING VAPOR RETARDER

RT-01 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"

0' - 9"

TRIM COVER

PRESSURE EQUALIZED CAVITIES ANTI-BUCKLING CLIP

9" MIN

550 Seventh Avenue New York NY

COUPLED ALUMINUM MULLION EXTRUSION

SETTING SHELF

1'-4"

0' - 2"

SELF-ADHERING VAPOR RETARDER KEE ROOFING MEMBRANE (FULLY ADHERED)

3'-6" 15950 N. Dallas Parkway Dallas TX

STEEL REINFORCEMENT STRUCTURAL SILICONE

G9.4

SETTING BLOCK

TRIM COVER COUPLED ALUMINUM STACK JOINT EXTRUSIONS SLAB EDGE BEYOND GASKET STEEL SPLICE AT STACK JOINT GLAZING

G9.4

6 1/4"

DEPARTURE LEVEL

GLAZING STRUCTURAL SILICONE

DEPARTURE LEVEL CONCRETE ROOF DECK

3'-6"

1'-4"

GASKET

9" MIN

TRIM COVER

0' - 9"

SELF-ADHERING VAPOR RETARDER

3 1/2"

8" 3"

0' - 2" 0' - 7"

COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION 9 PLAN DETAIL AT RAINSCREEN (FULLY ADHERED, MIN. 1/4 IN. PER 1 1/2" = 1'-0" 0' - 7" FT. SLOPE)

1'-5"

COUPLED ALUMINUM STACK JOINT EXTRUSIONS PRESSURE EQUALIZED CAVITIES

G9.4

ASK 190805-30_JFK T6 Sterile DETAIL AT FIXED BRIDGE ENTRANCE 16- PLAN Corridor Starter Sill Detail1 1/2" = 1'-0" 212 West 35th Street New York NY

TRIM COVER

3'-6"

1001 Avenue of America New York NY

1'-4"

8" 3"

0' - 9"

1'-5"

1'-4"

GLAZING STRUCTURAL SILICONE

RT-02 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"

9 KEE ROOFING MEMBRANE (FULLY ADHERED)

469 Seventh Avenue New York NY

STEEL SPLICE AT STACK JOINT

0' - 2"

PLAN DETAIL AT RAINSCREEN 1 1/2" = 1'-0" 0' - 7"

3 1/2"

DETAIL AT FIXED BRIDGE ENTRANCE 16 PLAN GASKET 1 1/2" = 1'-0"

COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)

3'-6"

MULLION EXTRUSION

STEEL REINFORCEMENT

PLAN DETAIL AT RAINSC 1 1/2" = 1'-0"

6 1/4"

COUPLED ALUMINUM STACK JOINT EXTRUSIONS

VARIES; AVG. R-30

0' - 2" 0' - 9"

METAL PANEL ATTACHMENT BRACKET

INSULAT 3/4"

COL. GRID

5' - 9"

KEE ROOFING MEMBRANE (FULLY ADHERED)

STEEL SPLICE AT STACK JOINT

0' - 7"

COUPLED ALUMINUM METAL PANEL

METAL PANEL SYSTEM

5' - 0 1/4"

DETAIL AT FIXED BRIDGE ENTRANCE 16 PLAN 1 1/2" = 1'-0"

STEEL REINFORCEMENT

2" FIREPROOFING

METAL P

COVERBOARD (MECHANICALLY FASTENED TO DECK)

VARIES; AVG. R-30

1' - 4"

RT-02 ROOF SYSTEM DETAIL 1 1/2" 475 = 1'-0" Fifth Avenue New York NY

2" FIREPR

SELF-ADHERING VAPOR RETARDER

STEEL ROOF DECK

ANTI-BUCKLING CLIP PLASTIC SHIM

INSULATION COL. GRID

RT-02 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"

COUPLED ALUMINUM MULLION EXTRUSION

0' - 5"

2' - 1"

STEEL REINFORCEMENT

VISION GLAZING

ANTI-BUCKLING CLIP

3/4"

8" H.S.S.

STEEL SPLICE AT STACK JOINT

COL. GRID

VISION GLAZING

8" H.S.S.

(FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)

CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930

PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)

SELF-ADHERING VAPOR RETARDER KEE ROOFING MEMBRANE (FULLY COVERBOARD (MECHANICALLY ADHERED) FASTENED TO DECK) COVERBOARD (FULLY ADHERED) STEEL ROOF DECK TAPERED RIGID INSULATION

COUPLED ALUMINUM MULLION EXTRUSION

GASKET

GASKET RAINSCREEN HORIZONTAL FRAMING

9" MIN

INSULATION

STRUCTURAL SILICONE

VAPOR PERMEABLE WEATHER RESISTIVE BARRIER SILICONE STRUCTURAL

METAL PANEL SYSTEM

1 1/2"

METAL PANEL SYSTEM

ANTI-BUCKLING CLIP

CONTROL JOINT

2" FIREPROOFING

INSULATION

0' - 8 1/8"

2" FIREPROOFING

STEEL ROOF DECK

CONTROL JOINT

1' - 4"

2' - 1"

8" H.S.S.

2' - 1"

0' - 5"

COVERBOARD (MECHANICALLY FASTENED TO DECK)

COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)

VARIES; AVG. R-30

VISION GLAZING

THERMALLY BROKEN RAINSCREEN BRACKET RAINSCREEN VERTICAL FRAMING

0' - 8 1/8"

SEMI-RIGID INSULATION

8" H.S.S. G9.3

SELF-ADHERING VAPOR RETARDER

WEATHER RESISTIVE BARRIER

1' - 4"

GASKET

VARIES; AVG. R-30

CONTROL JOINT CL STRUCTURAL SILICONE

8" H.S.S.

CONCRETE

COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)

9" MIN

0' - 9"

0' - 8 1/8"

8" H.S.S.

G9.3

2" FIREPROOFING

KEE ROOFING MEMBRANE (FULLY ADHERED)

COL. GRID

METAL PANEL SYSTEM

9" MIN

2" FIREPROOFING

G9.3

0' - 5"

COL. GRID

KEE ROOFING MEMBRANE (FULLY ADHERED)

COL. GRID

METAL PANEL SYSTEM

G5.A

8" H.S.S.

INSULATION

9" MIN

G5.A

INSULATION

COL. GRID

2" FIREPROOFING

VARIES; AVG. R-30

INSULATION METAL PANEL SYSTEM

TOP OF SLAB

BAGGAGE AREA 3/4"

WALL STARTER SILL PLATE DETAIL 12 NORTH 1 1/2" = 1'-0"

PLAN DETAIL AT SPANDR 3" = 1'-0"

PLAN DETAIL AT SPANDREL 3" = 1'-0"

1' - 0"

11' - 1 1/4" 4'-0"

7'-9"

EDGE OF SLAB

4'-0"

3 eJA19.0808-06

77'- 6"

11' - 1 1/4" 27' - 6"

EDGE OF CURB

27' - 5 3/4"

1' - 0"

11' - 1 1/4"

77'- 6"

3 A19.0702-02

7'-9" 6'-9"

3' - 3"

3 A19.0808-06

55' - 3 3/4"

27' - 6"

EDGE OF SLAB

4' - 11 3/4"

6'-9"

2' - 10"

3' - 3"

2' - 10"

46'- 8"

W.P

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

4' - 11 3/4"

1' - 4" T.O.STEEL

EDGE OF CURB

T.O.BEAM

T.O.STEEL

W.P

EDGE OF CURB

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

38'- 9"

W.P

38'- 9"

T.O.STEEL WP

T.O.BEAM

S-LEVEL 3 ROOF - T/STL 72' - 8"

EDGE OF CURB

SMALL OCULUS SECTION 1/4" = 1'-0" 1

23' - 7"

S-LEVEL 3 ROOF - T/STL 72' - 8"

7' - 1 3/4"

SMALL OCULUS SECTION 1/4" = 1'-0" 1

8 3/4"

3' - 3"

W.P W.P

38'- 9"

2' - 10" W.P

BIG OCULUS SECTION V02 1/4" = 1'-0"

8 3/4" 6' - 5" OCULUS SECTION V02 4 BIG 1/4" = 1'-0"

1' - 4" 2

ETFE T.O.STEEL

3' - 3"

1 A19.0702-02

34' - 6"

1' - 4"

W.P

38'- 9"

A-LEVEL 3.5 DEPARTURES INTERMEDIATE FF 71' - 1 1/2"

34' - 6"

EDGE OF CURB

1 A19.0702-02

W.P

A-LEVEL 3.5 DEPARTURES INTERMEDIATE FF 71' - 1 1/2"

46'- 8"

1' - 4"

1' - 0"

11' - 1 1/4"

3 A19.0702-02

2' - 10"

ETFE EDGE OF CURB

27' - 5 3/4"

GENERAL PLAN NOTES

6 A19.0808-06

55' - 3 3/4"

1' - 0"

GENERAL PLAN NOTES

6 A19.0808-06

4 A19.0702-02

6' - 5"

23' - 7"

7' - 1 3/4"

4 A19.0702-02

Key Plan: e15

1' - 8"

WORK POINT, TYP

3' - 10 3/4" 1' - 1"

5' - 5 1/4"

e16

50'-0" 24' - 6 1/2"

8 3/4"

5' - 4 1/2"

3' - 1"

e15

1' - 8"

WORK POINT, TYP

3' - 10 3/4" 1' - 1" 2

5' - 5 1/4"

A19.0702-02

1' - 0" 3' - 11 1/2"

1' - 8"

e16

50'-0" 24' - 6 1/2"

8 3/4"

5' - 4 1/2"

1' - 0" 3' - 11 1/2"

1' - 8"

4' - 0 3/4"

KEYNOTES 2 A19.0702-02

NO. 0 1 2

3' - 1"

DATE DESCRIPTION 06/30/22 SUBMISSION 01 06/09/23 SUBMISSION 02 10/19/23 SUBMISSION 03

TYP ° 15.00

WORK POINT, TYP

TYP 7.50°

KEYNOTES

TYP 7.50°

WORK POINT, TYP

.47 °

7 37.4

23' - 7 1/4"

= R

12'-10 7/8"

- 3" 1 7' R=

11'-6"

11'-6" 2

11'-6"

.47 °

11'-6"

JOHN F KENNEDY INTERNATIONAL AIRPORT TERMINAL 6 DEVELOPMENT

13'-0 1/4"

11'-6" 2

ETFE SKYLIGHT

13'-0 1/4"

A19.0702-02 SKYLIGHT - 80FT & 40FT OCULUS PLANS

ETFE SKYLIGHT

Package:

23' - 7"

6'-4 7/8"

BUILDING ENCLOSURE YR-6006-19-004 6'-4 7/8"

Title:

SKYLIGHT - 80FT & 40FT OCULUS PLANS

4' - 1"

3' - 1"

ETFE SKYLIGHT

4/3/2024 4:07:02 PM

23' - 7"

55' - 4"

A19.0702-02 SKYLIGHT - 80FT & 40FT OCULUS PLANS

4/3/2024 4:07:02 PM

- 3" 1 7' R=

11'-6"

7 37.4

55' - 4"

3 R=

14'-9 3/8"

1'-10 1/2"

14'-9 3/8"

3 R=

12'-10 7/8"

27'-8 1/8"

4'-7 1/8"

= R

1'-10 1/2"

TYP ° 15.00

23' - 7 1/4"

27'-8 1/8"

4'-7 1/8"

4' - 0 3/4"

LEGEND ETFE

REFER TO SHEET A19.0808-04 DETAIL PLAN 1 FOR FURTHER INFORMATION, PILLOW SHPARE AND CONNECTION WORKPOINT 3

BIG OCULUS STRUCTURE ANCHOR POINTS 1 1/2" = 1'-0"

REFER TO SHEET A19.0808-05 DETAIL PLAN 1 FOR FURTHER INFORMATION, PILLOW SHPARE AND CONNECTION WORKPOINT

OCULUS STRUCTURE ANCHOR POINTS 1 SMALL 1/4" = 1'-0" REFER TO SHEET A19.0808-04 DETAIL PLAN 1 FOR FURTHER INFORMATION, PILLOW SHPARE AND CONNECTION WORKPOINT

BIG OCULUS STRUCTURE ANCHOR POINTS 1 1/2" = 1'-0"

SMALL OCULUS STRUCTURE ANCHOR POINTS 1/4" = 1'-0"

REFER TO SHEET A19.0808-05 DETAIL PLAN 1 FOR FURTHER INFORMATION, PILLOW SHPARE AND CONNECTION WORKPOINT

COVER BOARD ABOVE INSULATION IN SKYLIGHT STRUC. SYSTEM

LEGEND

Drawing Number:

A19.0702-02 ETFE

COVER BOARD ABOVE INSULATION IN SKYLIGHT STRUC. SYSTEM

NO 0 1 2

e7 mA.9mA.8 eP.33 eP.32

eP.30 eP.31

mCmC.11mC.13

e6.1 mD.12

15' 16'

1 1 A19.0911-28 mA

mB.3

mC.12

5 A19.0904-02

85' - 10"

08'

e6.45

eP.30 eP.31

mCmC.11mC.13 e6.15

08'

1 A19.0911-28

32' - 1 13/16"

54' - 11 7/8"

WALL TYPE: WT-4

4' - 0 7/16" 5' - 0"

5 A19.0904-02

eQ.17

eP.14 eN.14.1

eR R.7 R.8

WALL TYPE: WT-4

3/ A19.0805-039 8°

5' - 0"

8' - 5 9/16"

Key Plan:

eN.14.1

45' - 0" 113' - 5 5/16"

54' - 11 7/8"

WALL TYPE: WT-6C eG

26' - 5 13/16"

3' - 5 3/4"

WALL TYPE: WT-4

NO. 0 1 2 3

B e7

MECH LOUVER, TYP

DATE 06/30/22 06/09/23 10/19/23 02/23/24

WALL TYPE - WT-6 CLERESTORY WEST PLANA 1/8" = 1'-0"

DESCRIPTION SUBMISSION 01 SUBMISSION 02 SUBMISSION 03 SUBMISSION 04

85' - 10"

WALL TYPE - WT-6 CLERESTORY SOUTH ELEVATION 1/8" = 1'-0"

113' - 5 5/16"

54' - 11 7/8"

WALL e7TYPE: WT-6C eG

2'-4 7/8"

WALL TYPE: WT-6C

8 A19.0805-03

10 A19.0907-01

60' - 0"

5'-0"

B 5'-0"

5'-0"

2'-6 1/8"

5'-0"

2'-6"

WALL TYPE - WT-6 CLERESTORY SOUTH PLAN A 1/8" = 1'-0" e8

5'-0"

2'-6"

5'-0"

5'-0" 85' - 10"

2'-5 1/8"

MECHANICAL EXHAUST BEYOND

2'-4 7/8" RO-CLEARSTORY- EP - BASE Copy 2 1/16" = 1'-0"

5'-0"

PLENUM BEYOND

5'-0"

2'-6 1/8"

5'-0"

2'-6"

5'-0"

2'-6"

C.L. OF MULLION 78'-10" 5'-0"

5'-0"

2'-5 7/8"

T.O. CURB 74' - 9 1/2"

MECHANICAL EXHAUST BEYOND

1 A19.0907-01

3'-6"

5'-0"

6 A19.0907-01

T.O. COPING H/P E.L. 93'-8 5/8"

3'-6"

WALL TYPE 06 SECTION - Copy 1/4" = 1'-0"

JOH INTERN TERMINA

5'-0"

VISION GLASS (GL-01)

SPANDREL GLASS W/ INSULATED BOX (GL-02)

MECHANICAL LOUVER W/ 50% FREE AREA

METAL PANEL W/ CFMF SYSTEM OR W/ CMU BACKUP

LOUVERS BLANK OFF PANELS

METAL PANEL W/ CFMF BACKUP - FIXED BRIDGE

SPANDREL GLASS W/ INSULATED BOX (GL-03)

SPLIT-FACED CMU 2'-5 7/8" 2'-5 1/8"

Package: Drawing Number:

A19.0805-03

4'-11"

SIM 6 A19.0907-01

C.L. OF MULLION 86'-5"

MECHANICAL EXHAUST BEYOND

BUILD

Title:

C.L. OF MULLION 90'-9"

7'-0" 15'-7" PANEL

5'-0"

A-LOWER ROOF T.O. SLAB SIM 73' - 1 1/2"

1 805-02

WALL TYPE 06E SECTION 1/4" = 1'-0"

5'-0"

2'-6 1/8"

3'-6"

YR-6006-19-004

C.L. OF MULLION 75'-1"

A-LOWER ROOF T.O. SLAB 73' - 1 1/2" e8

C.L. OF MULLION 75'-0 3/4"

EXTERIOR MATERIAL FINISHES 5'-0"

WALL TYPE - WT-6 CLERESTORY SOUTH PLAN 1/8" = 1'-0"

C.L. OF MULLION 78'-10 1/4"

1 3

3'-9"

5'-0"

C.L. OF MULLION 85-10"

BUILDING ENCLOSURE WALL TYPE - WT-6 + WT 4

60' - 0"

C.L. OF MULLION 86'-5"

1 3

7 A0805-02

7'-6"

8 A19.0805-03

7'-0" 15'-7" PANEL

10 A19.0907-01

60' - 0"

SU SU SU SU

Title:

4'-11"

60' - 0"

DATE 06/30/22 06/09/23 10/19/23 02/23/24

BUILDING ENCLOSURE

C.L. OF MULLION 90'-9"

6 A19.0907-01

Package:

6 A19.0805-03

5'-0"

T.O. COPING H/P E.L. 93'-8 5/8"

SIM

5'-0"

SIM 6 A19.0907-01

WALL TYPE - WT-6 CLERESTORY SOUTH ELEVATION 1/8" = 1'-0"

4 A19.0805-03

5'-0"

1 A0805-02

5'-0"

2'-5 7/8"

3'-6"

5'-0"

2'-6 1/8"

O O1

JOHN F KENNEDY INTERNATIONAL AIRPORT C.L. OF MULLION TERMINAL 93'-0 6 DEVELOPMENT 5/8"

5'-0" 2'-5 7/8"

1'-2 21/256"

MECH LOUVER, TYP

P P1

N NO. 0 1 2 3

7'-6"

3 5'-0"

RO-CLEARSTORY- EP - BASE Copy 2 1/16" = 1'-0"

60' - 0"

3' - 5 3/4" WALL TYPE: WT-4

7'-6"

1 1/4" / 12"

SLOPE

1/ A19.0805-03

6 A19.0805-03

26' - 5 13/16"

WALL TYPE: WT-4

6' - 3 1/2"

WALL e8 TYPE - WT-6 CLERESTORY WEST PLAN 60' - 0" 1/8" = 1'-0"

1 A0805-03

3/ A19.0805-03

4 A19.0805-03

R Q

C.L. OF MULLION 78'-10 1/4"

7'-6"

2 A19.0805-03

3' - 9 1/2"

45' - 0"

Key Plan:

eN.14.1

C.L. OF MULLION 75'-0 3/4"

eN 8' - 5 9/16"

C.L. OF MULLION 85-10"

3' - 9 1/2"

1 A0805-03

1'-2 21/256"

1'-5"

1 A19.0601-04

C.L. OF MULLION 93'-0 5/8"

7' - 10 1/2"

3 A19.0601-04

6' - 3 1/2"

1 1/4" / 12"

SLOPE

1/ A19.0805-03

WALL TYPE - WT-6 CLERESTORY WEST ELEVATION 1/8" = 1'-0" B

3 eG

5' - 0"

A19.0601-04

1'-5"

5' - 0"

3 1/ A19.0805-03

ETFE SKYLIGHT

2 A19.0805-03

8' 1- 5 9/16"

55' - 0"

54' - 11 7/8"

1 A19.0702-02

32' - 1 13/16"

4/3/2024 4:15:25 PM

A19.0805-03 BUILDING ENCLOSURE WALL TYPE - WT-6 + WT 4

55' - 0"

16/ A19.0501-03 WALL TYPE 04

55' - 0"

WALL TPYPE 04

WALL TYPE: WT-6C

1 A19.0601-04

eP.14 eN.14.1

85' - 10"

eP.108

eP.105

eP.109

WALL TYPE - WT-6 CLERESTORY EAST PLAN R 1/8" = 1'-0"

4/ A19.0805-04

55' - 0"

WALL TPYPE 04

eP.107

4/3/2024 4:15:25 PM

ETFE SKYLIGHT

eP.106

S R.1

WALL TYPE - WT-6 CLERESTORY WEST ELEVATION 1/8" = 1'-0"

eQ.17 1 A19.0702-02

8' - 5 9/16"

5' - 0"

4' - 0 7/16" 5' - 0" eJ

5' - 0"

3'-6"

e6.15

5' - 0"

98 °

5' - 0"

WALL TYPE - WT-6 CLERESTORY EAST ELEVATION 1/8"B= 1'-0"

eP.108

e6.45

5' - 0"

eP.109 eP.105eL

5' - 0"

eP.107

S R.1

5' - 0"

WALL TYPE - WT-6 CLERESTORY EAST PLAN R 1/8" = 1'-0"

4/ A19.0805-04

eP.106 02

5' - 0"

1/ A19.0805-03

3'-6"

eR R.7 R.8

mC.12

15' 16' mB.3

e6.1 mD.12

2'-4 115/128"

mA.9mA.8 eP.33 eP.32

2'-4 115/128"

WALL TYPE - WT-6 CLERESTORY EAST ELEVATION 1/8" = 1'-0"

BUILDING EN

ROOF

2. BASE / ROOF SCHEME

3. CONCEPT ROOF

1. BASE / ROOF SCHEME

4. AFTER

ROOF

EXTERIOR MATERIAL FINISHES

T.O. COL. EL.+ 115' - 8"

eA'

eB' T.O. COL. EL.+ 111' - 8"

SIM 2 A19.0911-01

T.O. COL. EL.+ 115' - 8"

eA'

4 A19.0801-10

5 A19.0801-10

eB' 1 A19.0911-01A

VISION GLASS (GL-01)

SPLIT-FACED CMU

SPANDREL GLASS W/ INSULATED BOX (GL-02)

MECHANICAL LOUVER W/ 50% FREE AREA

METAL PANEL W/ CFMF SYSTEM OR W/ CMU BACKUP

LOUVERS BLANK OFF PANELS

METAL PANEL W/ CFMF BACKUP - FIXED BRIDGE

EXTERIOR MATERIAL FINISHES

SPANDREL GLASS W/ INSULATED BOX (GL-03)

T.O. COL. EL.+ 111' - 8"

4 A19.0801-10

VISION GLASS (GL-01)

SPLIT-FACED CMU

SPANDREL GLASS W/ INSULATED BOX (GL-02)

MECHANICAL LOUVER W/ 50% FREE AREA

METAL PANEL W/ CFMF SYSTEM OR W/ CMU BACKUP

LOUVERS BLANK OFF PANELS

METAL PANEL W/ CFMF BACKUP - FIXED BRIDGE

SPANDREL GLASS W/ INSULATED BOX (GL-03)

T.O. ROOF EYEBROW EL.+ 99' - 7 1/4"

SIM 2 A19.0911-01

5 A19.0801-10

1 A19.0911-01A

TO STEEL

EL. 88' - 9 13/16"

T.O. ROOF EYEBROW EL.+ 99' - 7 1/4"

1 A19.0902-05

12 A19.0905-01

C.L. OF MULLION 88'-1 7/8"

EL. 88' - 1 7/8" EL. 86' - 2 1/2"

C.L. OF MULLION VARIES

9'-11"

1 A19.0602-01

32 1

TO STEEL

C.L. OF MULLION 78'-6"

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

11'-0"

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

WT-1

1 C.L. OF MULLION 67'-6"

C.L. OF MULLION 56'-6"

A-LEVEL 3 DEPARTURES FF 55' - 11"

VARIES

DATE DESCRIPTION 06/30/22 SUBMISSION 01 06/09/23 SUBMISSION 02

C.L. OF MULLION 67'-6"

Key Plan:

R Q P

A-LEVEL 2 CONCOURSE FF 38' - 6"

4'-6"

C.L. OF MULLION 50'-1"

17'-5"

13'-0"

11'-0"

8'-6"

11'-0"

DATE 06/30/22 SUBM 06/09/23 SUBM

1 A19.0902-01 C.L. OF MTL PANEL JOINT 34'-7"

17'-5"

NO. 0 1

C.L. OF MTL PANEL JOINT 39'-1"

4'-6"

A-LEVEL 2 CONCOURSE FF 38' - 6"

C.L. OF MULLION 56'-6"

A-LEVEL 3 DEPARTURES FF 55' - 11"

6'-5"

A-LEVEL 3 DEPARTURES FF 55' - 11"

A19.0801-10

11'-0"

6'-5"

A-LEVEL 3 DEPARTURES FF 55' - 11"

13'-0"

8'-6"

NO. 0 1

8 A19.0905-01

A-LEVEL FF T6 2 CONCOURSE T7 AIRTRAIN 38' - 6"

C.L. OF MULLION 34'-7"

JOHN F KENNEDY INTERNATIONAL AIRPORT TERMINAL 6 DEVELOPMENT

8 A19.0905-01 C.L. OF MULLION 26'-1"

A-LEVEL 1.5 STERILE CORRIDOR FF 25' - 6"

SIM

C.L. OF MULLION 34'-7"

13'-0" A-D.F.E. 14' - 4"

A-D.F.E. 14' - 4"

A-LEVEL 1 ARRIVALS FF 12' - 0"

A-LEVEL 1.5 STERILE CORRIDOR FF 25' - 6"

9'-11"

5 A19.0801-10 A19.0801-10

C.L. OF MULLION 14'-9" T. O. DFE CURB 14'-6"

1 A19.0905-01

2 A19.0905-01

A-D.F.E. 14' - 4" A-LEVEL 1 ARRIVALS FF 12' - 0"

EJ-W4C - SEE EXP JT SCHEDULE

47'-1"

3'-6"

1/4" = 1'-0"

1 XA19.0914-06

5 A19.0801-10 P

1 A19.0905-01

& WT-4

WALL TYPE - WT-1 & WT-4 SECTION 1/4" = 1'-0"

A-D.F.E. 14' - 4"

A-LEVEL 1 ARRIVALS FF 12' - 0"

25'-0"

SIM 1 A19.0914-04

Package:

BUILDIN

YRTitle: 33

3'-6"

BUILDING ENC Drawing Number:

WALL TYPE - WT-1 & WT-4 PLAN 1/4" = 1'-0"

4 A19.0801-10

2 A19.0801-10

A-D.F.E. 14' - 4"

6/ A19.0801-10

OPP HD 5 A19.0905-01

5'-6 1/4"

WALL TYPE - WT-1 & WT-4 ELEVATION 6 WALL 1/4" =TYPE 1'-0" - WT-4 PLAN

12 A19.0914-02

4 A19.0801-10

33 6/ A19.0801-10

A-LEVEL 1.5 STERILE CORRIDOR FF 25' - 6"

SIM

SIM 1 A19.0914-04

1'-8"

4 A19.0801-10

1 A19.0905-01

JOHN INTERNA BUILDING ENCLOSURE - WALL TYPE WT-1 TERMINAL C.L. OF MTL PANEL JOINT 26'-1"

13'-6"

5 A19.0801-10

BUILDING ENCLOSURE YR-6006-19-004

1 XA19.0914-06

Package:

Title:

A-LEVEL 1.5 STERILE CORRIDOR FF 25' - 6"

Detail 3 1/4" = 1'-0"

C.L. OF MTL PANEL JOINT 34'-7"

2 A19.0801-10

8'-6"

A-D.F.E. 14' - 4"

8'-6"

13'-0"

1'-8"

T. O. DFE CURB 14'-6"

C.L. OF MULLION 26'-1"

12 A19.0914-02

OPP HD 5 A19.0905-01

C.L. OF MULLION 14'-9"

A-LEVEL 1 ARRIVALS FF 12' - 0"

WALL TYPE - WT-1 & WT-4 ELEVATION 1/4" = 1'-0"

C.L. OF MTL PANEL JOINT 39'-1"

A-LEVEL 2 CONCOURSE FF 38' - 6"

A19.0801-10

A-LEVEL 2 CONCOURSE FF 38' - 6"

4'-6"

13'-6"

A-LEVEL 2 CONCOURSE FF 38' - 6"

C.L. OF MTL PANEL JOINT 26'-1"

A-LEVEL 1.5 STERILE CORRIDOR FF 25' - 6"

13'-6"

A-LEVEL 1.5 STERILE CORRIDOR FF 25' - 6"

4'-6"

9'-11"

C.L. OF MULLION 39'-1"

13'-6"

A19.0801-10 BUILDING ENCLOSURE - WALL TYPE & WT-4 A19.0801-10 BUILDING ENCLOSURE - WALL TYPE WT-1 & WT-4 4/3/2024 4:05:29 PM WT-1

11'-0"

17'-5"

11'-0"

17'-5"

C.L. OF MULLION 39'-1"

4/3/2024 4:05:29 PM

A19.0801-10

C.L. OF MULLION 56'-6"

M1 A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

C.L. OF MULLION 50'-1"

1 A19.0902-01

C.L. OF MULLION 50'-1"

C.L. OF MULLION 56'-6"

2 A19.0801-10

A-LEVEL 3 DEPARTURES FF 55' - 11"

C.L. OF MULLION 67'-6" T7 AIRTRAIN

6'-5"

A-LOWER ROOF T.O. SLAB 73' - 1 1/2"

11'-0"

1 A19.0801-10

C.L. OF MULLION 78'-6"

11'-0"

Key Plan:

C.L. OF MULLION 67'-6"

C.L. OF MULLION 78'-6"

C.L. OF MULLION VARIES

9'-11"

WT-1

EL. 86' - 2 1/2"

C.L. OF MULLION 78'-6"

1 A19.0902-05

12 A19.0905-01

C.L. OF MULLION 88'-1 7/8"

EL. 88' - 1 7/8"

VARIES

EL. 88' - 9 13/16"

5 A19.0801-10

1 A19.0905-01

Detail 3 1/4" = 1'-0"

2 A19.0905-01

4 A19.0801-10

A19.0801-10

WALL TYPE - WT-1 & WT-4 SECTION 1/4" = 1'-0"

BUILDING ENCLOSURE / FIXED BRIDGE GENERAL NOTE:

3/ A06-03E G5.B

G5.B

G5.1

COLUMN GRID TO BE FURTHER COORDINATED WITH STRUCTURAL DOCUMENTS.

3/ A06-03E

3/ A06-03E G5.A

G5.B

G5.A

G5.1

G5.A

25' - 2"

CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930

G5.1 CONCOURSE

STERILE

10' - 3"

15' - 6"

475 Fifth Avenue New York NY G5.2

G5.2

469 Seventh Avenue New York NY

1001 Avenue of America New York NY

30' - 8"

212 West 35th Street New York NY

15950 N. Dallas Parkway Dallas TX

1 A06-03K

LANDING

1 A06-03E

18' - 0"

G5.4

G5.3

LANDING

1 A06-03E

25' - 0"

G5.4

G5.3

G5.4

4' - 4"

G5.3

85' - 1"

1 A06-03E

550 Seventh Avenue New York NY

LANDING

14' - 6"

40 Wall Street New York NY

S5.A0

30' - 8"

15' - 0" S5.A0

S5.41

G5.5 S5.51

G5.6

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ROOF PLAN 1/8" = 1'-0"

S5.A0

G5.A

3' - 3 1/4"

G5.1 G8.1 G9.1

G5.B

5' - 0"

G5.2 G8.2 G9.2

G5.3 G8.3 G9.3

G5.4 G8.4 G9.4

This Document was produced by or under the authority of Registered Architect:

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - STERILE CORRIDOR 1/8" = 1'-0"

William J. Liese This document is incomplete and may not be used for regulatory approval, permit or construction.

S5.41

3' - 3 1/4"

LEVEL 2 - CONCOURSE 25' - 0"

27' - 6 3/4"

LEVEL 2 - CONCOURSE 25' - 0"

PANEL SIZE

27' - 9"

PANEL SIZE

G5.5 S5.51 G8.5 G9.5

G5.6 G8.6 G9.6

CL MULLION

5' - 0"

CL MULLION

10/31/2019 5:43:48 PM A06-03E FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ENLARGED PLANS, ELEVATIONS & SECTIONS

12' - 0"

CL MULLION

OPEN

CL MULLION

LEVEL 1.5 - STERILE CORRIDOR 12' - 0"

OPEN

LEVEL 1 - ARRIVALS 0' - 0"

S5.51 LANDING

G5.6

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - CONCOURSE PLAN 1/8" = 1'-0"

CL MULLION

OPEN

LEVEL 1 - ARRIVALS 0' - 0"

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ELEVATION 1 1/8" = 1'-0"

G5.B

ISSUES

INTERIM PDD SUBMISSION

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ELEVATION 2 1/8" = 1'-0"

G5.A G5.6 G8.6 G9.6

G5.5 G8.5 G9.5

G5.4 G8.4 G9.4

G5.3 G8.3 G9.3

GLAZING TYPE LEGEND

G5.2 G8.2 G9.2

G5.1 G8.1 G9.1

CLEAR GLASS

METAL PANEL

SPLIT-FACED CMU

John F Kennedy International Airport Queens, NY 11430

LANDING

20' - 6"

10/16/2019

G5.5

9' - 3"

S5.51

G5.6

14600 Trinity Blvd Fort Worth, TX

STAIR 13

JFK TERMINAL 6 DEVELOPMENT

G5.5

S5.A0

STAIR 13

24' - 2"

S5.41

1981 Post Road Fairfield, CT

KEY PLAN

LEVEL 2 - CONCOURSE 25' - 0"

LEVEL 1.5 - STERILE CORRIDOR 12' - 0"

IT A L 3

f R o

LEVEL 2 - CONCOURSE 25' - 0"

D C T

OPEN

OPEN LEVEL 1 - ARRIVALS 0' - 0"

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - SHORT SECTION 1/8" = 1'-0"

D C T

LEVEL 1 - ARRIVALS 0' - 0"

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - LONG SECTION 1/8" = 1'-0"

OPEN DN

FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ENLARGED PLANS, ELEVATIONS & 18143.0200 JOB SECTIONS 10/17/19 DATE SHEET

A06-03E

50' - 0"

17' - 5"

13' - 11 1/2"

4' - 2 1/2"

4' - 8"

115' - 8" 111' - 8"

22' - 10"

1 A19.0911-01

13 A19.0910-03

5.95°

RF01

1' - 2"

5/8" COVER BOARD

2' - 0 1/2"

2" METAL PANEL

WT-09

W.P

DRIP EDGE @WEEP JOINT

COLD-FORMED METAL FRAMING SPRAY-ON FIBERGLASS INSULATION 5'-0" FROM FOG

8 IN. MIN

PREFABRICATED SHEET METAL FLASHING, RIVETTED AND FULLY SOLDE

GALV COLD FORMED STUD

HSS12X6X5/8 ATTACHED TO BOTTOM OF FILLER BEAM

COLD FLUID APPLIED FLASHING

GALV HSS ETFE SKYLIGHT SUPPORT

METAL PLATE UNDER DECK FILL FLUTE W/ BATT INSUL

STAINLESS STEEL BAND CLAMP

1' - 7 3/4"

HSS20X1 COLUMN REFER TO STRUCT DWGS

WEEP PIPE ROOF FLASHING TIED TO ETFE CLIP

STEEL PLATE WELDED TO BEAM BELOW

5.976°

NON-COMPRESSIBLE THERMAL BREAK REFER TO STRUCT DWGS

SIM 6 A19.0911-03

EL.+ 98' - 9 3/4"

1'-2"

FIRE-TREATED WOOD CANT

5' - 0"

TOS

1' - 7 3/4"

3' - 6"

13 A19.0910-03

SINGLE FOIL ETFE W/ STAINLESS STEEL CABLE REINF @ 2'-0" O.C.

9 1/2"

9 1/2" 9 1/2"

LINE OF FILLER BEAM

METAL PANEL W/ 5/8" SHEATHING AND AVB MEMBRANE

LIGHTING FIXTURE, REFER TO LIGHT DWGS

5 1/2"

TO STEEL

PANEL JOINT W/ GASKET, TYP ELEC. J-BOX

EL.+ 92' - 11"

PANEL JOINT, TYP

ACM PANEL STIFFENER

STRUC BEAM W/ FIREPROOFING

SEMI-RIGID INSULATION

WT-09

1'-11"

3 A19.0911-01

PAINTED AESS SLOPED COLUMN, TYP

LIGHTING FIXTURE, REFER TO LIGHT DWGS

1 1/2"

ALIGN

3/4"

CL MULLION

ALUM PREFORMED CHANNEL FOR LIGHTING FIXTURE, TYP

10.96°

1/2"

WEATHER RESISTIVE BARRIER

5/8" EXTERIOR SHEATHING

EL. 90' - 11"

3/4"

TO STEEL

LED LIGHT FIXTURE. TYP, REFER TO LIGHTING DWGS, CX5 ALUM SPACER

3 1/2"

1/4" O.D WEEP @ 24" O.C.

WT-09

EL. 88' - 1 7/8"

LINE OF FINISH CEILING REFER TO INTERIOR DWGS

WEEP HOLE AT 24 IN. O.C.

WT-01

3'-6"

3/4" CHANEL REVEAL 1

33' - 2"

NO. 0 1 2 3

DATE DESCRIPTION 06/30/22 SUBMISSION 01 06/09/23 SUBMISSION 02 10/19/23 SUBMISSION 03 02/23/24 SUBMISSION 04

TYPE 1 SKYLIGHT LIGHTING SHELF 3" = 1'-0"

16' - 10"

SOUTH ROOF CANOPY DETAIL 1" = 1'-0" GRID

9' - 11"

GALV STEEL -T WELDED TO TOP OF HSS BELOW REFER TO A0808 SERIES

3 1/2"

9 1/2"

ROOF FLASHING TIED TO ETFE CLIP

3 1/2"

GALV COLD FORMED STUD

GALV HSS POST WELDED TO STEEL PLATE REFER TO A0808 SERIES

3 1/2" FIRE-TREATED PLYWOOD W/ ICE AND WATER SHIELD

STEEL -T

10 1/2" BEAM

10 1/2"

STEEL -T

3 1/2"

10 1/2" STEEL -T

10 1/2"

9 1/2"

3 1/2"

BEAM

STEEL -T

BEAM

5 1/16"

JOHN F KENNEDY INTERNATIONAL AIRPORT TERMINAL 6 DEVELOPMENT ETFE SUPPORT CABLE

8 1/8"

1'-0 3/4"

1 1/2"

A19.0911-01 ROOFING SYSTEM DETAILS

T.O. STEEL EL. VARIES

STEEL -T

SINGLE-PLY ETFE SKYLIGHT SYSTEM

5/8" COVER BOARD, TYP RIGID INSULATION 1 1/2" GLAV STEEL DECK REFER TO STRUCT DWGS

9' - 11"

SST FLASHING TIE TO ETFE MULLION POCKET

CL BEAM

FIRE-TREATED WOOD CANT

KEE ROOFING MEMBRANE REFER TO ROOFING DETAILS

2' - 11" SKYLIGHT OPENING

CONT HORIZ GALV HSS REFER TO A0808 SERIES

1/2" STEEL BASE PLATE

2' - 11"

Package:

BUILDING ENCLOSURE

LINE OF STRUCT STEEL BEAM, BEYOND

YR-6006-19-004

1/2" STEEL BASE PLATE SECURE TO TOP OF BEAM

Title:

4/3/2024 4:58:56 PM

STEEL BEAM W/ FIREPROOFING REFER TO STRUCT DWGS

ROOFING SYSTEM DETAILS

COLD-FORMED METAL FRAMING, TYP

C L

MTL01

NOTE - SEE 2/A19.0911-21 FOR ROOFING DETAIL

2 1/2"

LIGHTING FIXTURE, REFER TO LIGHT DWGS

2 1

SLOPED STEEL PIPE COLUMN REFER TO STRUCT DWGS

LIGHTING FIXTURE, REFER TO LIGHT DWGS 1

Drawing Number:

SOUTH ROOF CANOPY POST SECTION 1 1/2" = 1'-0"

A19.0911-01