Queens, NY
LaGuardia Airport, Airfield Configuration Program
Scope/Solutions
LaGuardia Airport and Delta Airlines determined Terminals C and D had exceeded their useful life and were undersized for future needs. They planned to demolish the terminals and replace them with a new 37-gate terminal, comprising a common headhouse with four concourses and a canopy structure connecting to the Central Terminal Building. SGH consulted on the building enclosure for the new terminal, featuring glass curtain wall and metal wall panels.
SGH consulted on the design for the building enclosure, including rainscreen facade cladding, curtain walls, storefronts, doors, wall waterproofing, roofing, and floodproofing. Highlights of our work include the following:
- Helped the architect select building enclosure systems, considering architectural, structural, weatherproofing, flooding, security, and thermal performance requirements
- Collaborated with the architect to design glazing and cladding systems and develop details to integrate the various enclosure systems, while balancing architectural intent, constructability, and cost
- Evaluated heat and moisture migration through the primary wall, roof, and fenestration systems and recommended ways to improve performance
- Coordinated the building enclosure design with other consultants, including structural, mechanical, electrical and plumbing, as well as other specialty consultants, such as security and sustainability
Photo courtesy of The Port Authority of NY & NJ
© 2017 Pictometry Reproduced with permission
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Project Summary
4B (anticipated)
Construction Value
Solutions
New Construction
Services
Building Enclosures
Markets
Infrastructure & Transportation
Client(s)
Burns McDonnell Consultants, P.C.
Specialized Capabilities
Building Science | Facades & Glazing | Roofing & Waterproofing
Key team members
Additional Projects
Northeast
Development of Locomotive Crashworthy Components
Train collisions involving locomotives can result in serious damage and occupant injury due to the larger size and stiffness of the locomotive. SGH assisted TIAX, LLC and the Volpe Center with designing a crash energy management system for a locomotive along with material and component testing.
Northeast
Neponset River Bridge
A subsequent engineering study found that the cracks were due to over-stresses in the flexural steel and abrupt termination of flexural steel in a tension zone.