Civil, structural and geotechnical engineering for a new office development in the heart of Victoria.

Site constraints include LUL tunnels along Broadway, existing substation phased relocation and significant party wall matters (Grade 1 buildings to the rear).

The new building extends the basement depth, with eight storey of long-span composite steel frame and integrated services wrapped around a central concrete core. A series of transfer beams across the rear of the building create a series of accessible terraces, whilst the front of the building rakes inwards from 6th Floor.