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Preperations for a capping beam between the historic building and new structure.

The Hall’s stone wall on the Talbot Street side at roof level is being carefully prepared in order to accommodate a new concrete capping beam. The beam will be formed in situ using poured concrete. The new beam forms the interface between the existing historic structure and the new extension. The interface has been designed so that the new extension will exert minimal loading forces onto the historic building.