Browse Forums Building A New House Re: Mortar Mix Composition doesn't Comply with AS3700 2May 08, 2021 9:14 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: Mortar Mix Composition doesn't Comply with AS3700 7May 08, 2021 11:27 am Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Mortar Mix Composition doesn't Comply with AS3700 9May 08, 2021 1:33 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: Mortar Mix Composition doesn't Comply with AS3700 11May 08, 2021 1:37 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: Mortar Mix Composition doesn't Comply with AS3700 14May 08, 2021 4:42 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: Mortar Mix Composition doesn't Comply with AS3700 16May 09, 2021 10:27 am Lou1 The Contract Performance Solution re Masonry Mortar Mix States the below. * This Performance Solution relates to allow the nominal mortar mix ratio used in the construction of masonry walls to be 1 part cement, 1 part lime and 10 parts sand. The Lab results show 1 part cement, 0.8 Lime and 9.3 sand. Not sure if there get out of jail card will play out. The Contract Performance Solution Clause is just one part of the process and I wouldn't put all your hopes on that in a court of law. BTW, forensic engineering after the event is no substitute for on site investigations, prima facie evidence gathered during the Build, Data/proofs, etc, (for which you weren't prepared). The biggest problem you now face is the Building surveyor signed off and the only other professional (your engineer) able to question the work/material/ alternate solutions, etc during the build did not. What you need to understand is that engineers wrote the Structural Codes not Architects, Building Surveyors and Builders. As soon as they tell you that's the new way without signed/certified authorization, RUN FOR ASSISTANCE. Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs thanks guys! yes this is how I've exactly raised it with the builder. still awaiting response. 12 6064 I am trying to find lighting for kitchen, dining areas but looking online, I don’t know if there are specific details I should be looking at to make sure any lights I… 0 31 there is only 20% difference in concrete strength between 20 mpa and 25 mpa, so check with your engineer first if it fits his calculation tolerances. There are ways to… 6 18304 |