The warehouse consisted of 2x35m spanning web trusses supported on a central row of posts with precast fire walls to all sides.

The rear 9.5m high panels were retaining 3m of soil to support a neighbouring site. During construction, a post was removed and a 30m girder truss added to the central area to support the web trusses. Untied PT flooring was used which detached the entire slab from the perimeter walls. Significant amounts of fill on the site meant full settlement analysis had to be carried out as the storage area is rated for loading of approximated 7 tonne per square metre.