The intervention of restoration and static consolidation was based on modifying the load-bearing capacity of the ground floor slab of the cellar/warehouse room with consequent static and seismic upgrade of the building.
The project was carried out with metal bracing and consolidating structures. The construction site was carried out in full compliance with the company’s production activities, adhering to the requested timeframe and agreed costs, resolving unforeseen infiltrations and structural containments according to the indications of the Project Manager and the safety manager during execution.
