FBR General Discussion, page-4329

You people are crackers. The HX only does one part of the wall system. A team of brickies has got to scaffold up put a conventional brick wall around it, and tie it to the wall the HX already built, even to form a non bridging cavity to comply with building codes.

So now you have two separate contractors involved in building and completing the wall system on a simple dwelling. One with a $3 million machine on site with three staff to assist the machine, with all associated infrastructure, with all the maintenance problems that will come with. Extra work and cost in setting out for a simple concrete slab.

Have you people realised yet why they are heading to the US? It wasn't successful, it cannot even come near to compete with a conventional build.

Not one of you holders here have anything to do with the building industry, that alone have anything to do with design of masonry building's. Has anyone ask themselves why they haven't seen any incorporation off control or expansion joints for earthquake loads or movement form slab heave or hurricane conditions for the US? They don't have sand sites like little old protected Perth.

There will be a lot of disappointed shareholders here come late 24.