SOLUTION

WJE performed close-up observations from the underside of the ceiling, revealing several separations between ceiling arch members at the peak, loose and missing ornamental millwork pieces, and sagging of the arch system around the center medallion. Observations of the roof surface and roof structure within the attic revealed significant deflection and distress as well as damage to the ceiling structure. Structural analysis of the roof trusses showed deficiencies in their ability to support the existing and anticipated loads. WJE developed structural repairs and procedures for the roof trusses and ceiling structure, which included the addition of thirty-four tie rods (thirty of which were hidden above the ceiling). When portions of the masonry walls were removed to install the new truss tie-rods, several severely decayed truss support columns, which were embedded in the masonry walls, were discovered.

Replacement of columns was not feasible due to the cost of shoring and damage that would occur to the historic decorative wood ceiling. Therefore, WJE developed a repair where the decayed wood columns were injected with epoxy and externally reinforced with steel. To reduce the potential for future problems related to moisture intrusion and condensation, WJE also developed repairs that locally transformed the exterior mass walls around the columns from a barrier to a drainage wall system.