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    • CommentAuthorMike George
    • CommentTimeFeb 8th 2012 edited
     
    Okay guys, bottom line [s]

    Where's your evidence which undoes years and years of counter evidence and experience?

    Where's your manufacturers Specification and Certification?

    Where's the thermal modelling which justifies your position?

    Where's the laboratory tested evidence?

    Oh, and where's the LABC Guidance Note?
    • CommentAuthorpmagowan
    • CommentTimeFeb 8th 2012
     
    I'm not trying to get this method approved for wide-scale use, that is up to the manufacturers of the beads (i would have thought). I am interested in making my house thermally efficient and what methods I may employ to do so. This is, theoretically, in my opinion, a valid option and certainly better than the years and years of doing a bad job. All materials have conditions in which they are effective and conditions in which they deteriorate. I just think the current way of doing things is backwards, i.e. put wood in a damp place and then try and ventilate it.

    The purpose of a house is to provide shelter. Once you get to a certain degree of efficiency then old-fashioned cold under floor ventilation is counter-productive. Surely it is not beyond the means of man to create a warm dry environment for your timbers!
  1.  
    Back in the 80's when council grants were available. The standard specification was to rip out timber floors and concrete them instead. Good luck to you if you are determined to take the risky approach. I would guess though that because you are deliberately contravening building regulations (which is an offence) that should you sell your property in the future you would be responsible for any remedial works
  2.  
    Back in the 80's when council grants were available. The standard specification was to rip out timber floors and concrete them instead. Good luck to you if you are determined to take the risky approach. I would guess though that because you are deliberately contravening building regulations (which is an offence) that should you sell your property in the future you would be responsible for any remedial works
    • CommentAuthorpmagowan
    • CommentTimeFeb 8th 2012
     
    First I have not said I intend to do this I am only interested in the possibility. Second I have no intention to ever sell my house.
  3.  
    Posted By: fostertomHow did you get it past Building Control - or you say they're toothless in Eire?
    I told you before, its the the wild west over here!

    Posted By: fostertomI can't wait to get to grips with Therm. Did AECB/Peter Warm course on it but my borrowed laptop played up and I hardly got beyond sq 1, not even concentrating on the info given. Am promised a re-run at reduced cost.
    Hi Tom, to get a Cold Bridge free junction according to the Passive House Institute, use 65% of the average of the wall and floor U-value at the junction. That's the rule of Thumb I came up with after running nearly 100 details through Therm with a student in the office.
    • CommentAuthorpmagowan
    • CommentTimeFeb 8th 2012
     
    I don't know how to do a percentage of a U-value (65% would make it better with my maths skills :cry:) but in my head that would make it quite easy to achieve a minimal risk situation at the junction with even modest insulation. 200mm platinum EPS on the wall and about 400mm EPS bead UFI would seem more than adequate!
  4.  
    Posted By: piersadlerMy back wall is fairly damp due to having leaky cement render on the outside, so i am taking off the render and using a wood fibre board and lime render external wall insulation system (Diffutherm? not sure yet). As far as I know there is no effective dpc and the ground level outside is similar to that in. It is a little damp under the floor already. I think if I extend the EWI below ground level with EPS plinth board and use EPS/Leca under the floor, I have a reasonable chance of keeping joist ends warm.

    Hi Piers, I would use EPS outside because its breathable and rot resistant. If you put a water proof plaster on the outside and close any holes in the wall to stop leakage then it should dry out nicely. I also found your website interesting!
  5.  
    Hi pmcgowan, do a percentage of the thickness then, if you put 200mm on the walls and 400mm in the floor then 2/3's of the average of 200+400 = 200, so to get a cold bridge free junction wrap the junction with 200mm of insulation. But you can't do that because its an existing house so your options are; drop the external insulation down as far as you can or heat up the cold bridge by using it as a solar dump where you dump excess solar heat. If you can heat the ground around your foundations from 10 degrees to 15 degrees then the cold bridge is reduced to 50%.

    What does this mean in the overall context of your house? A cold bridge free junction should read 17 degrees when its minus 10 outside, if you stop your insulation at finish floor level then the temperature at the skirting will be 13 degrees, dropping the insulation 500mm below finish floor level improves the temperature at the junction to 16 degrees which is satisfactory for a renovation. Check the bottom of this page http://www.viking-house.co.uk/passive-house-renovation.html
    • CommentAuthorpmagowan
    • CommentTimeFeb 8th 2012 edited
     
    Thanks VH, this is why I come to this forum, where I fail in maths others can help :bigsmile:. As you probably know from my previous posts my intention is to drop the EWI as far as I can without undermining the founds and put in Leca wing insulation french drain style. I suppose I can always monitor the situation and act accordingly.

    Your website really is an excellent resource!
  6.  
    Posted By: fostertom On my forthcoming newbuild project, Leca is blown in (or placed in bags + loose) to enclose the floor joists soild and to come tight (in thermal contact) up to the 25mm CPB (cement particle board) deck and tile flooring thereon. Below, the Leca is on DPM direct on the subsoil (and the CPB is an inboard VCL). Towards the centre of the floorplan, the Leca is as thin as can be, just under the joist soffit. Going outboard, it thickens, just enough so the DPM will drain outward any water or condensation that might get into the void. Further outboard, the joists bear on railway sleepers (up to 6m long 'crossing (points) sleepers') on edge as ground beams and the dpm dips to go under them. So outboard of the ground beams, the Leca is in considerable thickness, around the floorplan perimeter. Then at the perimeter the wall EWI is continued down about 1m in narrow-bucket trench (i.e. 'free-floating', not attached to any wall) and the Leca comes out to the inner face of that.
    So the block of subsoil under the floorplan is enclosed in 200 EPS downstanding 1m, and that subsoil block is in thermal contact with the interior, via Leca of varying thickness under the CPB and tiled finish. This is an attempt to make an effectively heavy solar-absorbing floor (because tall wide glass area to SE) in contact with its subsoil (protected from edge-loss) but with a modicum of insulation to ensure that floor surface keeps cosy.

    Hi Tom, I've been doing some calculations on this by changing the ground temperatures in the PHPP, It seems the benefit of dumping heat into the ground is substantially reduced every-time 100mm of insulation is added to the floor, the benefit is reduced to nearly zero when we put 300mm of EPS in the floor. Changing the ground temperature beneath one Passive House from 10 degrees to 15 degrees only reduces the December heating bill from €4.30 to €2.70, this is probably because the large 40m2 Solar Roof on this particular Passive House reduces the heating demand from 15kWh/m2.annum to 2kWh/m2.annum.
  7.  
    Tom, Can I ask why you are specifying timber ground floor joists in a new build? Why not a ground bearing slab with all the insulation you like?
    • CommentAuthorMike George
    • CommentTimeFeb 8th 2012 edited
     
    Posted By: pmagowanFirst I have not said I intend to do this I am only interested in the possibility. Second I have no intention to ever sell my house.


    Like I said, good luck if you choose to go with it. I genuinely would like this to be an approach for upgrading the existing stock.

    The sad fact is though that in the quest to superinsulate existing houses many have lost sight of the reasons they were built the way they were. Superinsulation is becoming more important than maintaining the durability of the existing fabric.
    • CommentAuthorMike George
    • CommentTimeFeb 9th 2012 edited
     
    This is what can happen when it all goes wrong [allbeit in more variable climatic conditions]http://www.buildingscience.com/documents/insights/bsi-009-new-light-in-crawlspaces
  8.  
    Great link Mike. I have seen this happen only 4 times in about 450 insulated floors of which i am aware. It has always seemed counter-intuitive, but when I get more chance to read the article I reckon it may be more clear. Reverse the Q: Why does it sso often *not* go wrong? Nick
    •  
      CommentAuthorfostertom
    • CommentTimeFeb 9th 2012 edited
     
    Posted By: Viking HouseIt seems the benefit of dumping heat into the ground is substantially reduced every-time 100mm of insulation is added to the floor, the benefit is reduced to nearly zero when we put 300mm of EPS in the floor
    By '100mm of insulation' you prob mean EPS @ 0.031, whereas I'm talking Leca @ 0.11 - at least 3x worse insulation, so for your '100mm of insulation' prob read '350mm of Leca'. That's before factoring in the (still confused) influence of extra density (thermal capacity) of the chunk of Leca.

    My floor buildup is 35mm heavy skin (tiles on 25 CPB) on 3x7 treated joists surrounded with Leca incl 35mm under the joists so 205 of Leca at the floor centre, increasing a little as the DPM covered subsoil slopes outward for drainage. At the ground beam line, about 1m inboard of the cantilevering joisted floor edge, the Leca thickness increases to surround the ground beam (pr of 300x125 creosote-impregnated softwood railway sleepers on edge), so Leca 505 thick there (but embedding the thermal mass of the sleepers) and on to the edge.

    So I think my solar-receiving floor surface is still well in touch with the massive subsoil below. And the Leca's own low-to-medium mass makes it function as a bit of the thermal store, unlike the 100 EPS.
    •  
      CommentAuthorfostertom
    • CommentTimeFeb 9th 2012 edited
     
    Posted By: Mike GeorgeTom, Can I ask why you are specifying timber ground floor joists in a new build? Why not a ground bearing slab with all the insulation you like?
    First, on a campaign to eliminate the concrete industry from my buildings (so i can still fly to Goa with clear conscience!). Briiliant prefered carpenter/joiner/builder an02ew likes this method but the other tenderer prefers conc, so have designed an alternative pumped conc reinf found/floor incl the downstand perim insul. Will be interesting to compare costs when both tenders are in.

    Second, don't want lots of insulation underfloor - just a little, to keep surface temp cosy. Moving the insulation to downstand around the edge of the block of subsoil, so the latter lends its thermal massiveness to the interior, esp for temp stability allowing bigger south glazing.
    • CommentAuthorEd Davies
    • CommentTimeFeb 9th 2012
     
    “CPB”?
  9.  
    I agree with pmagowan that lots of very drafty cold floors are being kept for fear that we may cause moisture problems when those moisture problems are already there in many houses. When I am talking about my own house I am considering taking the risk that my already damp underfloor void won't get much worse. I can leave a couple of loose floor boards and inspect too. I am also thinking of monitoring moisture at key points. However I am more worried about fire risk and cabling.
    I can see Mike's issue with Building Regulations - perhaps it'll become a standard refurb technique in the future. We certainly need it.

    I too have been looking at the Building Science site: http://www.buildingscience.com/documents/insights/bsi-009-new-light-in-crawlspaces

    What's interesting here is that the standard Energy Saving Trust type approach of hanging insulation between joists causes condensation on the underside of joists. See photograph with drips on underside of insulation. At least the pumped solution would be an improvement on this.
      bsi009_photo_01.jpg
    • CommentAuthorJoiner
    • CommentTimeFeb 9th 2012
     
    Hands up those who aren't going to get much sleep tonight? :sad:
    •  
      CommentAuthorfostertom
    • CommentTimeFeb 9th 2012
     
    Posted By: Ed Davies“CPB”?
    Cement Particle Board - chipboard but cement-bound
    • CommentAuthorpmagowan
    • CommentTimeFeb 9th 2012
     
    That looks scary Pier. Surely the solution is to get the insulation lower so that the dewpoint is beneath the boards not on them? i.e. blown bead UFI. Obviously to do this you would reduce the risk to the joists but then you still have a risk where they get cold at the walls. It is still significantly better. The solution to the walls is EWI and enough perimeter insulation to raise the temperature above dewpoint. As VH's calculations show it should not be that hard and he picks an extreme of (i think) minus 10C outside. Even if condensation formed on these few days in the winter, the rest of the year it would be dry.
  10.  
    Patrick. The article I linked to (the scary photo) also discusses joists completely encased in PUR. If you read it you will see encasing joists is not the solution
  11.  
    Patrick. The article I linked to (the scary photo) also discusses joists completely encased in PUR. If you read it you will see encasing joists is not the solution
    •  
      CommentAuthorfostertom
    • CommentTimeFeb 9th 2012 edited
     
    Posted By: Mike Georgeyou will see encasing joists is not the solution
    Does it say that? It wants high vapour resistance under the joists + encasement.

    However, this article is mid-US based, where hot summer air carries lots of moisture - high RH - which enters crawlspaces that never see the sun so condensation happens all over its cold surfaces. The more ventilation, the more condensation. Not the UK situation. Only in spring and autumn will this happen here, drying out in summer and with cold winter air, which is actually warmed as it enters the crawl space so reduces RH. The upward 'vapour drive' will happen much less in UK.

    The problem is the ventilation - the source of the condensing moisture. It's not (or hardly) the subsoil endlessly evaporating. Of course if you have liquid water ingress that needs fixing.

    So stop the ventilation, enclose all the timber solid in breatheable, non-wicking, free-draining insulation. How can the timber then get wet? Any dewpoint will be within the insulation well below timber level. If timber does get wet, e.g. by spillage from above, why shouldn't the water drop off, down and away?

    This antiquated Bldg Reg really needs arguing out - doesn't need research to prove the easy basic physics of it. As Mike's article says, the whole Reg is based on the days before susp floors were uninsulated, and the whole timber as exposed to the crawlspace was warmed by the interior, the warmest thing in the crawlspace therefore the last place that wd attract condensation. Methods have changed but this Reg perpetuates one of the myths - 'ventilate to prevent condensation' - that have long since been recognised and abandoned for walls, roofs etc,
    • CommentAuthorpmagowan
    • CommentTimeFeb 9th 2012
     
    I think that is the key; ventilation to prevent condensation is out of date especially in these times of high fuel costs and recognised ecological damage. You should prevent all materials from being put into a situation where they are exposed to damaging moisture. Keep them warm and dry.
  12.  
    Tom. Yes. It is in the US. I acknowledged the climatic difference. The physics is the same though. Also yes, it says about high vapour resistance in the 'correct' location. This is the variable which is different in our climate. Here it is specified on the warm side. Their problem is they can get high levels of diffusion both ways. Some argue only a breathing construction is acceptable

    They are not talking about UK regulations. You cannot argue that their experience is different and also argue that our regs should be the same

    The problem with fully filling voids is that it does not apply either UK or US best practice. My reason for posting the link is to illustrate what can happen when it all goes pear shaped.
  13.  
    Tom. Yes. It is in the US. I acknowledged the climatic difference. The physics is the same though. Also yes, it says about high vapour resistance in the 'correct' location. This is the variable which is different in our climate. Here it is specified on the warm side. Their problem is they can get high levels of diffusion both ways. Some argue only a breathing construction is acceptable

    They are not talking about UK regulations. You cannot argue that their experience is different and also argue that our regs should be the same

    The problem with fully filling voids is that it does not apply either UK or US best practice. My reason for posting the link is to illustrate what can happen when it all goes pear shaped.
    • CommentAuthorpmagowan
    • CommentTimeFeb 9th 2012
     
    From a look at that link I would say the best treatment is to not have a crawlspace. It seams the ventilation is cooling the timber and causing condensation particularly when the timber is isolated from the heat of the house by insulation. Their phrase of importance is 'warm wood is happy wood'. I would say this applies. Stop letting cold and damp air under the house, Insulate beneath the wood and problem solved. The timber is open to the house and can ventilate here the same way as your kitchen worktop can. Bring the wood in from the cold!
  14.  
    But not all of it is in the warm is it? What about joist ends and joists abutting gable walls? I've asked this question on all of these polybead threads
   
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