United Way Headquarters, Enola, PA.

Two-story office building framed with structural steel. The roof is metal deck over bar joists. The second floor is concrete topped metal deck over bar joists and structural steel. The foundation system is concrete spread footings.

United States Postal Service Distribution Center - Frederick, Md.

Design Build Expansion to an existing distribution facility. The roof was constructed using metal deck over open web steel bar joists, supported by steel columns and spread footings. Unique modifications required grade beams to straddle existing foundations. Details included interfacing with a precast wall system and grade beams to avoid bearing on existing foundations. Provided a rigid frame at the exterior facade to allow for future expansion of the facility.

2001 Eye Street, Washington, DC

12 Story Reinforced concrete office building with 3 levels of below grade parking and 1 level retail. Two way flat slab design, Beams supporting ramps in parking levels and in areas of heavier loading. Tie beams for sloped columns in parking garage to accommodate the transition from the office space above to parking garage below. The basement perimeter walls were designed as retaining for construction purposes. The lateral system was a concrete moment frame utilizing the equivalent frame structure. Structural steel framing was used for the mechanical spaces and architectural dormers on roof.

1310 G. Street, Washington, DC

13 Story reinforced concrete office building with 3 levels of below grade parking. Similar to the design of 2001 Eye St. with the exception of the mat foundation design due to a bearing pressure of only 2000 psf.

Goodwin Square, Hartford, CT

28 Story hotel and office complex with renovation of existing buildings and integration of new structures. Designed spread footings, reinforced concrete columns, steel base plates for steel structure above 9th floor and wind analysis on structural steel framing for the Cupola.

Colorado Center, Denver, CO

22 Story reinforced concrete office building. Performed the preliminary wind study using ANSI and BOCA loading criteria.

Land Bay Five, Fairfax, VA

5 Story office building with steel frame and composite metal deck. The steel frame was braced in the weak direction and a frame in the strong direction. The floor system was composite steel beam.