Browse Forums Building A New House Re: Site costs 2Apr 22, 2020 11:57 am Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Site costs 10Apr 22, 2020 7:03 pm Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Site costs 11Apr 22, 2020 7:32 pm Hi Chris. Their standard inclusion is quoted up to H1 class. The build cost that was quoted to me includes that. Other thing they flagged prior was that might require piers was for the garage at boundary wall. Which is what the $2400 is for now. Anything above H1 I will have to pay as an upgrade. It is a waffle slab. I have limited knowledge on this hence the post in the forum... Re: Site costs 12Apr 22, 2020 8:59 pm Hi Annie, I suggest you get the engineering and check the contract documents properly if you have limited knowledge Forearmed is forewarned Cheers Chris Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: Site costs 14Apr 23, 2020 12:47 pm If he has L1 compaction report, most probably the soil has been replaced/added, as otherwise what was the whole purpose of compaction? But I agree with insider, you can't have piers just on one side. Another important aspect is that on the reactive soil piers are to be connected to the rest of the slab with the steel reinforcement, I am struggling to understand why no one is actually doing this! When/if water gets under the slab, it will lift the slab up and the dirt will get in between piers and slab, so eventually you can still end up in a slab heave as the amount of dirt may not be proportional. I guess the whole idea of the piers was to make sure that due to their friction with the soil they will be limiting slab movements both up and down, not just down. Re: Site costs 15Apr 23, 2020 1:04 pm so what is the logic behind here? If I am not missing anything, one of Cornell Engineering guys in his blog was talking about necessity to connect piers to slab? upd: ah, I see it now. a piece of flexible rubber to prevent dirt from entering inside? Still doesn't help with using piers to prevent the movement itself. Re: Site costs 16Apr 23, 2020 1:26 pm Hi. Thanks to everyone who replied. I will just wait for the final engineering report and update here. So far that's all I know about the piers and edge beam on garage side (built to boundary wall). I will ask re why not pier all over and why only one side. My soil test states : Classified as Class H2 in accordance with AS2870- Residential slabs and footings Predicted surface movement (Ys): 55-65mm Field moisture content ( % ) : 24.1 Fill Depth: Approx. 2.3m BH1 & 2.2m BH2 (Level one certification sourced) Soils: Refer to borelogs Foundation material: As above (all footings to be founded on uniform materials) Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Please let me know what you think? What else I can ask once I get the engineer's report? What should I expect in terms of, for a waffle slab on a H2 or H1 what needs to be there. Total area is 242sqm for double storey. Thanks in advance Re: Site costs 19Apr 23, 2020 1:46 pm there should be information from the lab on the soil sample analysis (as they have sent 2 samples to the lab according to the above). Based on what they classify it as H2? But nevertheless, it is FILL clay sample which is classified as H2, so you really can't be H1. Re: Site costs 20Apr 23, 2020 2:05 pm alexp79 there should be information from the lab on the soil sample analysis (as they have sent 2 samples to the lab according to the above). Based on what they classify it as H2? But nevertheless, it is FILL clay sample which is classified as H2, so you really can't be H1. I didn't get copy of the lab result, I can't see it on the soil test result. It says on result on the basis of the site investigation including bore logs, dynamic cone penetrometers and NATA Accredited Laboratory analysis the above site may generally be classified as Class H2 I will wait what is written on the engineers report and go from there. I won't sign the contract until I am satisfied with the slab specification.. For a H2 on a waffle slab, do I need piers on all areas? I have been searching online, it says to ensure stronger, deeper, and stiffer footings but what does it usually involve? Thank you 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 13053 Is anyone building with Mojo and have a recent site cost tender 0 15931 Henley should give you some indication of site costs. Too many variable to give you any reasonable accuracy 1 1845 |