Browse Forums Building A New House Re: Importing fill - possible to achieve class A site classi 2Feb 24, 2021 8:48 pm Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Importing fill - possible to achieve class A site classi 4Feb 24, 2021 8:56 pm Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Importing fill - possible to achieve class A site classi 7Feb 25, 2021 9:51 pm Jgoat If it is class A or S then we can avoid movement joints altogether No Articulation joints on class A or S full masonry.. that's how we build in perth Don't get sucked in on architectural 3D realistic renderings without the 3D engineering and costs or it will come back latter on as a variation...$ticker $hock. Cheers Chris Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs I am not sure whether Perth has its own way of doing things in regards to this. Most of Perth has class A (sandy soil), except for some areas near rivers or hills. 2 8264 I don’t think so as the floor area over 300 square meters then it is class 3…. 12 15884 The Soil classification has little to do with piers. The purpose of the classing of the soil is to identify the clay content and the "average expected range of movement… 2 7894 |