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Also... you'd probably get away some form of cheap thick polystyrene based insulation under the concrete, and then thinner more expensive rigid pir in the roof (celotex for example).
Wise words. How about 120mm insulation plus 100-105mm of screed to come up to level? Do I cut the DPM off from outside or should I fold it down or up? I am going to get a 300mm wide DPC and fold that up either side of the walls and put breather membrane over it so can I do the same with the DPM? - personally I'd fold the Dpm outward over the top of the block, leave it flapping down the outside a few inches and then trim it off once I'd laid the dpm and sole plate. Folding the dpc up on the inside isn't a bad idea, I'd hesitate to do the same on the outside, there's sense in what your suggesting but if water does find itself down there the dpc could trap it like a gutter, you want any moisture to find its way out.
Also the DPM that goes under the concrete-where does that go at the edges?, does it wrap upwards around the sides of the concrete-I imagine water could get down the inside quite easily. The chap who's giving me advice from his project isn't using DPM below his concrete as apparently the rebar may pierce it-though I intend to keep my rebar a good few inches from any edge so can't see this being an issue. What do you think of that? He is having one below his screed of course though - you need to keep the rebar min 25mm off all edges and the bottom of the concrete, you can get concrete packers for this, commonly referred to as mars bars lol. If your closer then moisture could get to the rebar and blow the concrete, this is nicknamed concrete cancer. If you didn't have the dpm or were outside I'd want this to be more 50-75mm off the edges. Puncturing the dpm is a possibility with rebar, if you take care laying it you can minimise this. It can be patched up to an extent with duct tape and dpm, small holes patched up shouldn't give you too much to worry about. I'd be using a dpm personally.
Also any thoughts on doubling the bottom or top plates? I've decided on 47mm x 100mm timber. The bottom plate (lower if x 2 will be treated-not sure about the rest) - yea I'd double up, also allows you to lay a sole plate, then you can make stud panels with their own head and soul, lift them in place, your second head then binds all these together as well as help with to load of the roof. generally treated timbers only really stop insect attack, they won't do a lot for rot
So much to think about!- yea loads!!
Just a quick update: I think I'll go for planning permission so I can put plumbing in from the start and may go higher than the 2.5m allowed under permitted development for the project i was planning.
In the meantime, a mini-project- I needed a new shed for garden equipment as I'm knocking down the existing garage so I got this done over the last month. It's made predominantly from scrap wood and sits to the side of the house. It rests on 6 flat bricks with pieces of pond liner on between to act as a DPM. The red cedar came from a neighbour. The pine cladding was £35 delivered from B and Q, pretty flimsy but did the job and it made the other door nice and light. Overall I think I spent about £70. The structure is from old roof rafters so it's a lot stronger than most commercial ones. Has two entrances, the end one for ease of getting the mower in and out. OSB roof with roofing felt. Should have brought the roof protruding over the sides but will fashion some trim to overhang.
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