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Green Building Bible, Fourth Edition
Green Building Bible, fourth edition (both books)
These two books are the perfect starting place to help you get to grips with one of the most vitally important aspects of our society - our homes and living environment.

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    •  
      CommentAuthordjh
    • CommentTimeJul 24th 2015
     
    Posted By: Mike GeorgeAnd this example applies to all software.

    So basically all software is bunkum and all we can safely do is what our grandfathers did for evermore?

    Somehow, we manage to design new aircraft and even land spacecraft on flying rocks. And sure, sometimes they crash instead.

    But all I was doing was pointing out that you'd made much too broad a claim for the limitations of software modelling. I seem to have provoked an even broader set of claims (strawmen, even) instead. IMHO, there's some truth (quite a lot, actually) in what you're saying but you've pushed your argument much too far.
  1.  
    Posted By: VictorianecoMike, you're using all this long winded explanation of how hard it is to calculate etc etc but that would be the same for any build method surely?

    So that doesn't really prove or disprove anything?


    If you don't want to risk experimenting use building regs. guidance.
  2.  
    I agree - it's as if there is a notion that building regs are a nonsense and to be ignored. If you plan on taking this insulation - which let's remember has been ripped out because it has caused issues with dampness elsewhere - and stick it under your floor which is designed to be ventilated then you are taking risks, don't believe otherwise. It isn't an approved method, and with the number of cavity wall installers out there and the big business it has become, don't you think that they will have been looking at ways to expand their operations? If filling solums with beads was that clever an idea they would have been filling them long ago and getting their grant monies.

    If you want to do it the sensible, safe, trusted & approved way - you take up the timber flooring, hardcore & blind the surface, fit your polystrene (in sheets), DPM & concrete. That is the correct way to do it.
    •  
      CommentAuthorfostertom
    • CommentTimeJul 24th 2015
     
    No willie, that's much too conservative - everything that comes via fresh thinking wasn't a 'safe' possibility (or any kind of possible) until that thinking happened - and that is now happening, here.
  3.  
    Posted By: willie.macleodI agree - it's as if there is a notion that building regs are a nonsense and to be ignored. If you plan on taking this insulation - which let's remember has been ripped out because it has caused issues with dampness elsewhere - and stick it under your floor which is designed to be ventilated then you are taking risks, don't believe otherwise. It isn't an approved method, and with the number of cavity wall installers out there and the big business it has become, don't you think that they will have been looking at ways to expand their operations? If filling solums with beads was that clever an idea they would have been filling them long ago and getting their grant monies.

    If you want to do it the sensible, safe, trusted & approved way - you take up the timber flooring, hardcore & blind the surface, fit your polystrene (in sheets), DPM & concrete. That is the correct way to do it.


    Hallelujah. Common sense prevails
  4.  
    Posted By: VictorianoMike, you're using all this long winded explanation of how hard it is to calculate etc etc but that would be the same for any build method surely?

    So that doesn't really prove or disprove anything?


    Yes it would be the same for any build, except that *any other build* is already Certified by way of Building Regulations. I did suggest that this was all rather done to death when I advised you read the other threads on it........ so it's only long winded here because proponents are not able to justify their methods which both common sense and regulation requires they do prior to messing around with things they don't understand in gullible (sorry) people's house
  5.  
    Posted By: djhSo basically all software is bunkum and all we can safely do is what our grandfathers did for evermore?


    Now I didn't say that did I..

    Posted By: djhSomehow, we manage to design new aircraft and even land spacecraft on flying rocks. And sure, sometimes they crash instead.


    Indeed, but not really a fair analogy that.

    Posted By: djhBut all I was doing was pointing out that you'd made much too broad a claim for the limitations of software modelling.


    Well it didn't come across that way. It seemed you were completely disagreeing with what I'd said. My apologies

    Posted By: djhI seem to have provoked an even broader set of claims (strawmen, even)


    Not at all regarding what you have said, though we do seem to have misunderstood the meaning of each others points/comments

    Posted By: djhIMHO, there's some truth (quite a lot, actually) in what you're saying but you've pushed your argument much too far.


    Thank you. A way forward seems to be for us to discuss in what way you think I have pushed it too far?
    • CommentAuthorMike George
    • CommentTimeJul 24th 2015 edited
     
    Posted By: fostertomNo willie, that's much too conservative - everything that comes via fresh thinking wasn't a 'safe' possibility (or any kind of possible) until that thinking happened - and that is now happening, here.


    I partly agree Tom. But there are protocols for any new methods. (All the long winded stuff on this and other related threads)This is for good reason otherwise any Tom (not you obviously :) Dick or Harry could do anything to anyone's house because they think it's a good idea. And I'm afraid they are called 'cowboys' when they do so. It' the way it is - watch rouge traders.

    We have discussed this many times and both have ideas for concepts/ procedures. I have a new EWI system about to be patented - It will unlikely ever see the light of day however because of the protocols I mention - that's the sad part of overregulation we have to deal with - the alternatie how ever is far too liberal and allows the kind of manipulation Willie points out.

    I have experimented with lots of different ideas in building - but allways on my own property - not someone else's
    •  
      CommentAuthordjh
    • CommentTimeJul 24th 2015
     
    Posted By: willie.macleodI agree - it's as if there is a notion that building regs are a nonsense and to be ignored.

    I think a very important point that often gets overlooked is just what the regulations are. The regulations state requirements, not solutions, and to the best of my knowledge they are sensible (there might be the odd bit that's silly but livable with). And the regulations are the minimum that you are legally required to do.

    But most of the stuff that causes disagreements is in the Approved Documents and associated 'standards'. They are NOT legally binding*, they just provide a way to conform to the regulations that doesn't involve extra effort. You're free to do it another way as long as you do whatever it takes to convince your BCO its OK. The Approved Documents and associated documents are written by lots of people, many of whom have commercial agendas, and in consequence there are what I regard as some quite silly bits in them and lots of places that seem to be disguised attempts to try to restrain trade.

    But I just built a load bearing straw bale house and I expect I'll be getting a completion certificate quite soon. You won't find that in the Approved Documents. That's a good aspect of our building control system; if I want to risk my money on an unapproved technique, I can, as long as a structural engineer signs it off as meeting regs. If I lived in Germany or Austria, I wouldn't be able to - they're not allowed to build load bearing straw bale, because it isn't mentioned in their codes either, and the codes are prescriptive.

    So it's quite right to warn people that new or unapproved techniques can be dangerous and expensive and suggest that people only try them with their eyes wide open, but at the end of the day there's nothing wrong with using an unapproved technique if you want to and if you set about it in the right way.

    The issues for big firms are quite different and to them, approval means a lot more.

    * Some of the standards have separate legislation to support them that do make them legally binding, such as the Wiring Regs. And some of those are sensible.
  6.  
    '' watch rouge traders.''

    It's those unscrupulous make-up salesmen again!
    • CommentAuthorMike George
    • CommentTimeJul 24th 2015 edited
     
    Posted By: djhI think a very important point that often gets overlooked is just what the regulations are. The regulations state requirements, not solutions,


    Not sure about that, they do provide both requirements and solutions (by reference to other tiers of documents); just not the only ones as you say.

    Posted By: djhBut most of the stuff that causes disagreements is in the Approved Documents and associated 'standards'. They are NOT legally binding*, they just provide a way to conform to the regulations that doesn't involve extra effort.


    Well sort of, they are not legally binding in themselves, but the 1984 Building Act is. And it is the Act which endorses the Building Regulations and Associated Approved Documents (and yet further tiers such as my linked document above)as *A* means of compliance with the Law.

    Posted By: djhYou're free to do it another way as long as you do whatever it takes to convince your BCO its OK.


    Again sort of, I think that's a bit simplistic. What is supposed to happen is that the Building Inspector can/ will authorize alternatively (Third Party Certified) methods. (Note this is where possible - Straw Bale being a tad complex for that) Alternatively they may accept the endorsement of a particular design or method by a suitably qualified person - such as an appropriately qualified Architect or Structural Engineer.

    So in practice a BBA or sometimes a (less onerous to get) CE Mark will gain you compliance; and sometimes you will need Professional endorsement (Note such professionals carry PI Insurance backing up their specifications).

    Where it goes wrong for me is that Building Inspectors have the power to relax requirements; and furthermore they cannot be held accountable personally for their decisions... good or bad (unless this has changed recently) . This because each and every Inspector acts @on behalf of the Secretary of State)

    An example of mass relaxation of a requirement in the past is the controversial use of multifoils....But generally it doesn't happen to that level. And in my experience relaxation of a particular requirement generally happens when there are conflicts with other regulations. Or when there are sound technical reasons for doing so.

    I've not ever seen ventilation requirements relaxed, though I have seen plenty ignored without the Building Inspectors knowledge. And i've seen the consequences :(

    And as far as I can see no-one here is suggesting that filling sub-floor voids with polystyrene beads has any form of Certification whatsoever. And neither does it have the formal (or even informal) endorsement of a qualified Architect.. (And I have asked several times if any Architect posting here is willing to formally endorse it and put their PI on the line......

    So anyone thinking of doing this. be aware that you have absolutely zero recourse if it all goes pear shaped
  7.  
    Posted By: Nick Parsons'' watch rouge traders.''

    It's those unscrupulous make-up salesmen again!


    :rolling::rolling::rolling:
    •  
      CommentAuthordjh
    • CommentTimeJul 25th 2015
     
    Posted By: Mike GeorgeI have asked several times if any Architect posting here is willing to formally endorse it and put their PI on the line

    I don't think an architect is qualified to judge the merits of such as system; it would rather be a suitably qualified engineer. And I expect that the terms of both an architect's and an engineer's PI means that they would first have to be employed to express such an opinion, which is obviously much easier in the specific circumstances of a particular case.
    • CommentAuthorMike George
    • CommentTimeJul 25th 2015 edited
     
    I don't agree, it's an Architect's remit for me but that's a matter of opinion. As it's subjective, perhaps we should be asking more along the lines of....

    Of those who express an opinion advocating the use of poly beads in suspended timber floors, who considers themselves qualified to do so; what then are their formal qualifications; and, should they formally express an opinion or specify such an application, do they consider their PI and/or other Insurance would cover the costs of any future remedial works resulting from consequential failures?

    That should cover it :)
    • CommentAuthortony
    • CommentTimeJul 25th 2015
     
    Chemical injection of a DPC causing rotten wall plates, cement pointing to Victorian houses, Who is picking up the liabilities for these inappropriate actions?
  8.  
    I'm just thinking out loud here, but as mentioned somewhere above there is no difference in using EPS beads underfloor as opposed to in a cavity or even EWI surely?

    I think I'll just crack on and do it
  9.  
    Look, just crack on and do it if you want, but there is absolutely no similarity between beads underfloor and in a cavity wall. Can't say you haven't been warned.

    For a start, you have a timber structure in the floor. Completely different temp/humidity conditions as well.

    And guess what? No bead filling company in the world is stupid enough to put beads in a timber frame house with a cavity & masonry outer leaf. Because the risk is too high that the timber will rot.
  10.  
    Posted By: tonyChemical injection of a DPC causing rotten wall plates, cement pointing to Victorian houses, Who is picking up the liabilities for these inappropriate actions?


    Well that's another thread.... and a very contentious topic with professional bodies that have evolved over a very long time.... and consequently have a lot of power/say so in the Industry. As such they have the ear (rightly or wrongly) of RICS Surveyors. Many of the advocates being RICS themselves........This has led to many forced (inappropriate) works

    For what it's worth I agree with you about the chemical injection stuff. The use of cement is a bit more complex to agree as I think it can be used appropriately even in older buildings with the correct/lime combination mix... the problem for me is a lack of knowledge/understanding rather than a conscious thought that what they are doing is *right* The lack of apprenticeships in the Industry at critical points in time (the 80's) for example contributing hugely to this. A lot of what has long been learned has been lost or forgotten - and that part is very relevant to this thread... namely the necesity for ventilation where timbers are in proximity to potentially damp air or masonry.
  11.  
    So having read all this I'd like to know what ways there are to well insulate a suspended timber floor without the risk of incurring problems. Historically it seems to be a building element that relied upon draughts and high heat loss to keep it dry and rot free. Is it even compatible with modern energy efficiency standards?
  12.  
    I don't think there is a way without running the *risk* of problems. I have been involved with hundreds of under-floor insulation jobs, of which probably less than a handful have had any problems (to my knowledge - I acknowledge that I do not visit the ones I was involved with 30 years ago!)

    Tips to maximise the chance of problem-free and successful include:

    - Always draught-proof the perimeters before insulating.

    - Ensure there is adequate *cross*-ventilation.

    - Ensure that ventilation entering at joist level is ducted so that it enters the void *below* the final insulation layer.


    I have found that quilt between joists with breathable membrane below - all joints and perimeters taped - seems to work well. I have sometimes had issues where I have used Pu to stuff the gap between the last joist and the cold cellar wall - where quilt wold 'suck' - with condensation on the Pu and being transferred to the joist. With regret (as I don't like un-insulated bits) I have sometimes removed the infill at this point.

    *I have started a new thread so that this does not hi-jack the poly bead thread*

    'Best practice for under-floor insulation?'
    •  
      CommentAuthorfostertom
    • CommentTimeJul 27th 2015
     
    Posted By: Nick ParsonsIt's those unscrupulous make-up salesmen again!
    Reds under the Bed
    •  
      CommentAuthorfostertom
    • CommentTimeJul 27th 2015
     
    Posted By: Mike GeorgeI have asked several times if any Architect posting here is willing to formally endorse it and put their PI on the line......
    As offered previously, I'll email to anyone interested a sheet giving arguments why a basically similar construction actually complies, to the point of absurdity, with Building Regs Approved Documents - filling with Leca a newbuild u/floor void surrounding timber ground floor structure - the Bldg Insp readily agreed.
    • CommentAuthorMike George
    • CommentTimeJul 27th 2015 edited
     
    Posted By: EasyBuilderSo having read all this I'd like to know what ways there are to well insulate a suspended timber floor without the risk of incurring problems. Historically it seems to be a building element that relied upon draughts and high heat loss to keep it dry and rot free. Is it even compatible with modern energy efficiency standards?



    Posted By: Nick ParsonsI don't think there is a way without running the *risk* of problems. I have been involved with hundreds of under-floor insulation jobs, of which probably less than a handful have had any problems (to my knowledge - I acknowledge that I do not visit the ones I was involved with 30 years ago!)

    Tips to maximise the chance of problem-free and successful include:

    - Always draught-proof the perimeters before insulating.

    - Ensure there is adequate *cross*-ventilation.

    - Ensure that ventilation entering at joist level is ducted so that it enters the void *below* the final insulation layer.


    I have found that quilt between joists with breathable membrane below - all joints and perimeters taped - seems to work well. I have sometimes had issues where I have used Pu to stuff the gap between the last joist and the cold cellar wall - where quilt wold 'suck' - with condensation on the Pu and being transferred to the joist. With regret (as I don't like un-insulated bits) I have sometimes removed the infill at this point.

    *I have started a new thread so that this does not hi-jack the poly bead thread*

    'Best practice for under-floor insulation?'


    I'd agree 100% with that if the wooden floor has to remain. My preference though is to completely remove all timbers and put in a load bearing concrete slab
    • CommentAuthorMike George
    • CommentTimeJul 27th 2015 edited
     
    Posted By: fostertom
    Posted By: Mike GeorgeI have asked several times if any Architect posting here is willing to formally endorse it and put their PI on the line......
    As offered previously, I'll email to anyone interested a sheet giving arguments why a basically similar construction actually complies, to the point of absurdity, with Building Regs Approved Documents - filling with Leca a newbuild u/floor void surrounding timber ground floor structure - the Bldg Insp readily agreed.


    Yes but with respect Tom that's not the same is it... No reference to the actual type of poly bead application we are discussing - Something along the lines of

    " I (fill in mame) RIBA. specify the use of polystyrene beads as detailed in drawing number ......... and in accordance with BBA Certification number........"

    The Leca is a different thread as well:cool:
  13.  
    But Mike, Willie - is concrete slab a safe option in a terrace situation or will moisture be driven elsewhere - i.e. into party walls.
  14.  
    Yes definitely safe (as long as all timber is completely removed) In fact I would go so far as to say it is best practice. In the 80's it used to be a standard specification in any grant aided works if a wooden floor was either poorly ventilated or was showing any signs of rot (or both).

    Ground water is not a problem as a DPM is used within the floor make-up. Vapour condensing is also not a problem as where it is cold enough to condense it can also do no harm (again no timber present).

    Some will argue that it is forced upwards - Though I don't believe in Rising Damp except where the water table is exceptionally high. And moisture in walls above floor level becomes very complex and is dependent upon many factors (another thread I think) :cool:
  15.  
    Actually I've shown in over 50 houses that there isn't a risk when you fill the void beneath a suspended timber floor with EPS beads, and its absolutely the best solution economically and performance wise. There's no difference between pumping the floor with Light Weight Aggregate or EPS beads only that EPS is a better insulator and is cheaper. I've done all types of houses, some with external insulation, many without.
    I tested the humidity and temperature of the joists and if anything the environment at the joist end in the wall has improved.
    I'll even go to say that when you insulate large areas of a house the heat loss is focused at the junctions and the temperature of these junctions increases, my neighbours house had a rising damp issue that was solved by pumping the beads, heat drives moisture out!

    When I externally insulated my first house 15 years ago there was no details available in the building regs, so I would also have been called a cowboy builder by Mike back then, now he's externally insulating his first house and suddenly he's the resident expert.
    It was the same with our Passive Slab foundation system 10 years ago when we were building our first one, now there's over 1,000 completed with a zero failure rate and orders are doubling every year.

    An Irish Company Airpacks/Kore who produce EPS Bonded bead have decided to apply for an IAB or BBA cert for pumping the void beneath the floors and the cavity in timber frame houses with EPS beads. Checkmate Insurance who are very forward thinking and have a lot of experience with alternative construction methods, they did their risk analysis and said they will supply the back-up insurance. So its moving ahead, you never know in a few years it may be part of the building regs.
    • CommentAuthortony
    • CommentTimeJul 28th 2015
     
    Well done, I love your pioneering approach, I look forward to the day when it becomes common place, it will make a big difference and reduce energy use hugely, just what we need.
  16.  
    Posted By: Viking House
    An Irish Company Airpacks/Kore who produce EPS Bonded bead have decided to apply for an IAB or BBA cert for pumping the void beneath the floors and the cavity in timber frame houses with EPS beads. Checkmate Insurance who are very forward thinking and have a lot of experience with alternative construction methods, they did their risk analysis and said they will supply the back-up insurance. So its moving ahead, you never know in a few years it may be part of the building regs.


    Having seen the disaster that filling "safe" masonry cavities with beads can be - good luck to any insurance company that decides that they want to take that risk when it comes to turning timber frames to mush it will get very, very expensive. Early timber frames which will be the ones people want to insulate are generally cheaply built to low standards - no decent vapour barriers, no cavity left for ventilation, what a recipe. The CIGA already pays out enough simply removing the stuff, the cost of replacing rotten sole plates etc will be horrendous, are we all forgetting this used insulation that we are talking about in this very post was no doubt installed by a CIGA company, and had a BBA cert?!

    Living in an area which sees extreme driving rain may be clouding my judgement - some of this stuff may be ok in the south of England. But just because it can work in a sheltered town house doesn't mean it will be OK everywhere. I look forward to seeing what happens with their testing.
    •  
      CommentAuthorfostertom
    • CommentTimeJul 29th 2015 edited
     
    Posted By: willie.macleodno decent vapour barriers
    When properly filled with 'breathable' insulation instead of miserable gappy bits of quilt, it'll prob work best without a VCL.

    Anyway, trad VCLs never did 'work' because they were vapour barriers, but because they were air barriers preventing the transport of water vapour by bulk-air movement (structural leakage). Everyone assumed the early timber frame interstitial condensation was by vapour diffusion, unidirectional from inside to out - in fact it was by air-leak transport, driven by stack effect and/or convection. Fraunhofer (WUFI) research has established that phenomenon.
   
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