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<br />Shad Shafie, PE
<br />Associate Vice President/Architectural-Engineering (A-E) Regional Business Sector Manager
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<br />Administration and Communication Building, PBIA, West Palm Beach,
<br />Florida. Mr. Shafie was lead structural engineer on this project for Palm Beach
<br />County. The project consisted ofa S7.5 million facility with a 30,000-sffloor
<br />plan. The building utilized exterior load bearing tilt-up concrete panels and an
<br />interior steel-column grid. The floor was framed with a steel-composite floor
<br />system, and the roof consists of steel bar joists.
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<br />New Airport Terminal, Winter Haven Municipal Airport (GIF), Winter
<br />Haven, Florida. Mr. Shafie was lead structural engineer for the new 13,000-sf
<br />tenninal for GIF. The project cost for the building and the site was S2.5 million.
<br />The project consisted of exterior load bearing masonry walls, an interior steel-
<br />column grid, and a prefabricated wood-truss framed roof.
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<br />Snow Removal Equipment Storage Facility, Pittsburgh International
<br />Airport (PIT), Pittsburgh, Pennsylvania. Mr. Shafie was the quality control
<br />structural engineer for this project. This one-story, 50,000-sf facility was
<br />designed as a steel-framed structure with a steel bar joists roof.
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<br />A TCT and Base Building, Wittman Field Airport (OS H), Oshkosh,
<br />Wisconsin. Mr. Shafie was the structural project manager/quality control
<br />structural engineer for the project. This l30-foot, 12,333-sf tower had a budget
<br />of S6 million. The tower was designed with precast concrete walls for the shaft
<br />and a steel-framed cab. The base building was designed with load-bearing
<br />masonry exterior walls and precast hollow-core panels for the roof.
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<br />Relocate/Expand Security Checkpoint, Sarasota-Braden ton International
<br />Airport (SRQ), Sarasota, Florida. Mr. Shafie was lead structural engineer for
<br />this one-story elevated facility that was designed to match the existing
<br />construction of the tenninal. The building is supported on a pile foundation, and
<br />the floor and roof were designed using a concrete pan joist system.
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<br />Aerospace Ground Equipment (AGE) Facility, MacDiII Air Force Base
<br />(AFB), Tampa, Florida. Mr. Shafie was lead structural engineer for this one-
<br />story, l8,000-sf renovation that had a project cost of S21 0,000. This project
<br />involved the renovation of the existing I 940s and 1970s portions of the building.
<br />The rooffor the I 940s part of the building was replaced, and the existing
<br />masonry walls were reinforced to meet 000 blast requirements.
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<br />Aircraft Shelter, Indiana ANG, Fort Wayne, Indiana. Mr. Shafie was the
<br />lead structural engineer for this two-bay facility. It was designed to shelter two
<br />aircrafts. The hanger portion of the building was designed as a premanufactured
<br />metal building. The mechanical rooms were designed with load-bearing exterior
<br />walls and a steel bar joist roof. The design also considered the expansion of two
<br />future bays to the facility.
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<br />ARFF Facility and Security Guardhouse, LMMIA, Carolina, Puerto Rico.
<br />Mr. Shafie was lead structural engineer for this 19,000-sf, one-story facility that
<br />had a total project cost of $3.8 million. The five-truck bay facility consists of
<br />cast-in-place exterior load-bearing walls, and the roof was designed utilizing
<br />long-span steel bar joists.
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<br />Tampa Bay Sunguide Center, FDOT District Seven, Tampa, Florida. Mr.
<br />Shafie was lead structural engineer for this two-story, 21 ,OOO-sf facility. The
<br />facility consists of masonry exterior walls with interior steel columns. The
<br />second floor and roof framing were framed with steel bar joists. The design of
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