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Condition:
According to the steward, the parapet is structurally deficient due to erosion, cracking, support design flaws, and misguided efforts to strengthen in after the 1886 Charleston/Savannah earthquake. The decorative Gothic Revival ironwork of the monumental portico is suffering from water infiltration, which has caused failure of the welds and resulted in the loss of portions of the ironwork. Additionally, the original standing seam terne roof was replaced with a built-up roof whose multiple layers of tar, felt, and shingles now exceed the load capacity of the underlying structural system. The complex relationship between the parapet and the roof means that both must be replaced at the same time, a very costly and complicated operation.
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