Haha, just one more loop hole for the unscrupulous builders out there.
Using my LG-G4 to bring you this update.
Browse Forums Paving & Concreting Re: Photos of 50mm fall to concrete apron 46Jul 19, 2015 9:01 pm 3in1 Supadiverta. Rainwater Harvesting Best Practice using syphonic drainage. Cleaner Neater Smarter Cheaper Supa Gutter Pumper. A low cost syphonic eaves gutter overflow solution. Re: Photos of 50mm fall to concrete apron 51Mar 06, 2018 9:57 pm 3in1 Supadiverta. Rainwater Harvesting Best Practice using syphonic drainage. Cleaner Neater Smarter Cheaper Supa Gutter Pumper. A low cost syphonic eaves gutter overflow solution. Re: Photos of 50mm fall to concrete apron 56Mar 07, 2018 10:16 am 3in1 Supadiverta. Rainwater Harvesting Best Practice using syphonic drainage. Cleaner Neater Smarter Cheaper Supa Gutter Pumper. A low cost syphonic eaves gutter overflow solution. Re: Photos of 50mm fall to concrete apron 58Mar 07, 2018 1:44 pm Simondsbuild1 Why do builders include this CSIRO document in their handover folders do you think? Is it ignorance or a tactic so that if owners do end up doing their own concrete paving inline with the CSIRO instead of the NCC then the builders can say, in the event of slab heave, well you didn't follow the NCC compliance requirements. It would be easy to stick a notation in the document that stated the actual regulation. It would also be easy to update the CSIRO document. It is well known within the industry that the CSIRO document contains this serious misinformation. 3in1 Supadiverta. Rainwater Harvesting Best Practice using syphonic drainage. Cleaner Neater Smarter Cheaper Supa Gutter Pumper. A low cost syphonic eaves gutter overflow solution. You are correct. Just read through all the ncc rules and 75mm is the minimum requirement for me. 4 11182 Thank you Splashers. Tomorrow I might check if I can get a few packs of 300x300 in the same tile finish. It may be good to use these could in the shower recesses. I'm not… 4 4688 I've got a challenge here. Background is the builder has cut too deep for the slab and the slab is now below the very substantial retaining wall. It's failed occupancy… 0 18400 |