Browse Forums Building A New House Re: Importing fill - possible to achieve class A site classi 2Feb 24, 2021 7:48 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 7:56 pm Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Importing fill - possible to achieve class A site classi 6Feb 24, 2021 10:32 pm alexp79 what is the issue with piering it up? I’m looking to do rock cladding and I understand that this will mean that I will have to do articulation joints each 4.5m and also under and above each of the windows and doors / openings. This means that I’m going to end up with a lot of movement joints which cannot be hidden from downpipes and so we are worried this will ruin the look of the stone cladding If it is class A or S then we can avoid movement joints altogether Re: Importing fill - possible to achieve class A site classi 7Feb 25, 2021 8:51 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 don’t think so as the floor area over 300 square meters then it is class 3…. 12 17972 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 9906 You can wash over existing pavers with 10% solution of water and hydrochloric acid, then wash off. The acid will provide for required bond key with new concrete. 1 36988 |