Fort Belvoir Historic Rehabilitation

US Army Design Build Exterior Rehabilitation of Historic Buildings at Fort Belvoir in Fort Belvoir, Virginia

General Synopsis

This initial contract was for the design and historical rehabilitation of five (5) separate historic buildings located at Ft. Belvoir, VA. Buildings 212, 213, 219, 240 and 256 were rehabilitated in a manner consistent with the Secretary of the Interior’s Standards and Guidelines for Rehabilitation. Work on this historic rehabilitation project included the replacement of storm windows, painting windows, tucks pointing, masonry repairs, brick replacement and power washing. The contract cost increase was due to the client adding two (2) additional buildings to the scope. Meltech received an outstanding rating on this project on this high-profile command interest project. Meltech self-performed approximately 30% of the work on this project including project management, supervision, QAQC, Safety, and general conditions, window installation, painting and power washing. The client was extremely satisfied with Meltech’s work and added 2 additional buildings to the original scope of work.

Meltech provided 35%, 65%, and 95% design documents for the completion of all tasks.

Challenges that were successfully overcome included the fact that lead-based paint was presumed to be present on all buildings, so all loose and flaking paint had to be removed prior to any work being undertaken. Paint chips resulting from the removal work were treated as hazardous material and were disposed of by the client.

Further Details

Building 212 had a general scope of rehabilitation that included:

Building 213 was in a similar state and had similar needs to building 212 above with the addition of:

Building 219 had originally been a theater and gymnasium and now featured administrative space in lieu of the gymnasium. The building had a complex footprint and employed two different roof types – a one story brick hyphen connecting to two two-story brick wings, with the hyphen terminating in a side gable roof with gable dormers. The repairs to this building were of similar type to buildings 212 and 213 above but required extra awareness of the roof geometry. The suite of repairs for this building included:

Building 240 had a general scope of repair similar to the above buildings but required that stucco elements of design be addressed and work on a rear loading dock and main entrance façade be included. The suite of repairs for this building included:

Building 256 had a general scope of rehabilitation that included: