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Advice please : External Insulation versus ??

2

Comments

  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    The previous two post read:
    Quote:
    Originally Posted by sas viewpost.gif
    Yes, but I'm one of those people that believes the idea of externally insulating anything other than block makes no sense whatsoever.

    When I hear EWI, I picture blocks with oil based insulation stuck to them.


    As do I

    There are many more choices out there, alas not cheaper than EPS. Mineral based foam or fibre insulation, vacuum panels, sheep- and cellulose wool and so on.

    The cheapest method is usually not the longest lasting. And an ammortisation must be - unless one wants to waste energy.

    If a method is described as "energy saving" the ammortisation of the investment has to be met. Plus some energy savings to follow the ammortisation, of course.
    The sum would result in a guarantee of X-years life time.

    I still haven't found an EWIS sold or installed in Ireland with any life time guaranteed by the manufacturer.
    The only life time guarantees I have seen so far are the EU continental ones. But these continental EWIS (the very same as sold in Ireland/UK as well!) are excluding wind forces as seen on the official Irish weather map.

    And Irish specifiers are very tight-lipped when it comes to their own guarantee. See this thread.

    Like selling pain killers to fight cholera.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    There is British Standard 7543:2003 for which a guarantee can be given by the installer or manufacturer.

    I came across an EWIS used for containers, see

    http://www.extraspace.ie/wp-content/uploads/2010/10/Irish-Agrement-Certificate.pdf

    There a steel covered EPS (wall-) system is shown, certified to BS 7543:2003

    And we read:
    3.3 WIND LOAD
    Buildings designed using the Extraspace Advance System will have adequate resistance to wind load in areas within the 25m/s maximum 60 minute wind speed contour (as shown in Diagram 15A of TGD to Part A of the Building Regulations 1997 to 2007). For very exposed sites on hills above the general level of the surrounding terrain, the system can be specifically designed to meet the requirements as defined in BS 6399-2:1997. The system can be designed to be used in all locations in Ireland.


    (Enhancement by me)

    Can be designed.... means it isn't fit (certified!) for the Irish climate as shown in the certificate. But can be made so.

    So an EWI or EWIS based on EPS and covered with steel as shown above isn't guaranteed under BS7543:2003 for Irish wind- and water loads. Needs further reinforcement to have any life time expectation according to BS.

    And a plaster/plastic render covered EPS wall system? Installed in Ireland? Any guarantee or mentioning of a designed lifetime?

    Forget it.

    As long as the taxpayer can be milked, what does the consumer bother about something stupid like energy saving or intelligent investment anyhow......


    Or is there a BS7543:2003 mentioned in any NSAI certificate handed out for an EWIS?

    It seems to me that any NSAI certified container is a better long-term investment to live in than an Irish house equipped with an NSAI certified EWIS ......


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    The only life time guarantee demanded for subsidised energy 'saving' meassures (for material and workmanship) seems to be demanded when retrofitting ST energy. 5 years if the taxpayer has to fork out.

    See

    http://www.seai.ie/Grants/Better_energy_homes/Code_of_Practice_and_Technical_Specification.pdf

    For guarantee demands check the end of the document, last two or three pages.

    And ST isn't saving any energy at all.....but a 5 year warranty/guarantee has to come with it. Absurd.

    No such guarantee is demanded for the rest of the taxpayer drainage program, like boilers and insulation. Take it and keep it, no matter how long it performs or not.


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    Just had a lenghty chat with an installer who offers PIR, EPS and mineral wool EWI. Reading between the lines, he was saying, because certain areas of the installation process are not required/specified by the SEAI grant system, they do not get done adequately! (window reveals, Eaves etc). Also, although mineral wool is 'similarly' priced, it is not preferred by installer's because if it gets wet (before rendering) the rendering process(calcium silica type render with plastic mesh) can not take place until it dry's out. basically, the breathable EWI option requires covering during the process and is therefore not preferred by installers. IMO SEAI need to re look at how these grants are handed out, it all comes back to self-certification. while there are lots of good installers out there, IMHO they are going to do what's easiest for them and not always whats best for the building, through either ignorance (interstitial condensation) or hassle issues. I'm biased here, but there are lots of reasons why an arch should be employed to provide spec and details, and who can supervise and advise the client independently to the contractor.


  • Registered Users, Registered Users 2 Posts: 1,282 ✭✭✭sas


    BryanF wrote: »
    ... while there are lots of good installers out there, IMHO they are going to do what's easiest for them and not always whats best for the building

    Your definition of good and mine clearly differs then! I promise I'll stop taking issue with your posts BryanF :)

    I will speak to my experience with EWI companies. I went into detail with 3 companies for my own home. All looked ok until I got closer to being ready to start.

    Company A fell to the side when they sent me to see a site by a preferred installer. It was rough shall we say. The salesman was fully aware that I am shooting for certified passive and recommended that I visit this site. He got an earful off me later. I also learned afterwards that their "training" consisted of 1 day with half of it being on site safety and u-value etc and the rest being a demonstration of the materials i.e. no trainee touched any EWI materials while on training. I learned this through a friend of mine who did the training with the intention of doing his own home. This is actually where it gets worse. The company in question was fully aware that my friend was only their for his own home and had NO construction background or experience. A few weeks later he got a phone call from the company wondering if he'd be prepared to take on a job for them because they had no installer in that area!

    Company B fell by the way side based on their guarantee. They have a 10 year insurance backed guarantee on their system. The problem is that the insurance mandates that the IAB cert detailing be followed. As passive details require good thermal detailing and the IAB cert doesn't (basically), they wouldn't give me the guarantee using details outside the cert. This is all well and good but they'd known for months that the detailing was different. It looks like they basically were hoping I'd stop asking questions. I only ever got to speak to their salesman, their technical people showed little interest. Plus the installer I intended using turned out to be not up to the job, much to his protests otherwise!

    Company C therefore were a breath of fresh air. I spoke to their salesman once. A few days later the salesman, their technical manager from dublin and a recommended installer were on site to see what was involved. They told me that certain things I'd planned on doing where out (and with good explanations why) and gave me details that they'd be happy to do that give me what I was looking for. Once my windows were installed they (all 3 of them) came on site to inspect the installation detail. This was where they really came into their own because they pointed out that the end caps for my aluminium cills were not the recommended type for EWI. Since then I've been at war with my window company about the end caps but that's for another day. I will underline that I've paid no deposit to this company yet and they are still being very responsive. They are a very large german company. They are costing me more on the job than some of the other quotes. I am more than happy to pay it however based on what I've experience so far. I will report back on how the job actually goes in a few months time. The warranty they offer is less than inspiring however, 5 years materials only. I do however need to trust in NSAI certification (to a certain extent).

    I have no intention of telling anyone who A and B are, either by PM or otherwise. People must do their own due diligence. All 3 are IAB certified however.

    There will be plenty who think I am foolish ( saved you some typing there Heinbloed ;)) and truth be told I'm not convinced that's not true. I am however committed to this path as I've block on the flat and no other option now. The only safe option in the majority of Irish peoples eyes (and I will include construction profressionals of all types) is our traditional partial fill cavity. I wouldn't be uncomfortable suggesting that even amongst our small group of moderators there is a big difference of opinion on what is the best option. If I was starting again a wide cavity would be damn attractive.

    I've rambled on for long enough...


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  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Thanks for this informative post, sas!

    The longer you type (or "ramble") the more information is revealed. Be it pure technical or emotional, it all helps to make decisions.

    The extra wide cavity (
    If I was starting again a wide cavity would be damn attractive.
    ) is actually a preferred method by many architects and engineers when doing EWIS on commercial structures.

    A fibre cement board or metal sheeting or the like can be installed above the EWI, this would then create the ventilated cavity, the protective layer for the insulant.

    In Cork the University Hospital used metal sheeting which warps now, it looks awefull and maybe the sealing between the sheet's contacts is effected as well. Some is dangling out. Risk of wind and water ingress! But this seems to be a material supplier's fault, I have seen it done sucessfully elsewhere.

    In case the existing EWIS fails on your own walls in a few decades you still have a solid wall which can be used as a fixture for protective boards/sheeting, a base to work on. Others are less lucky, having opted for a lightweight wall with little extra loadbearing and fixing methods to be added.

    Good luck with your building !


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    good stuff, ramble away.:)

    would company C begin with a W?

    When I started the discussion with this particular installer, I was particularly interested in how the insurance system works, with an interest in a particular major mineral wool product (which can be installed as part of the EWIS, I was interested in trying to get a breathable EWIS). when i rang them, they insisted that the installer would agree details on site (they did not provide typical details) and the installer would give the required 10 year guarantee under the nasi certification.

    I too am concerned by a lack of knowledge in thermal bridge free detailing and whether an EWIS provider/installer will certify non-standard (passive standard) details.

    SAS Please send me your preferred company name and tell us more about the alu cill pitfalls


  • Subscribers Posts: 43,372 ✭✭✭✭sydthebeat


    BryanF wrote: »
    good stuff, ramble away.:)

    would company C begin with a W?

    When I started the discussion with this particular installer, I was particularly interested in how the insurance system works, with an interest in a particular major mineral wool product (which can be installed as part of the EWIS, I was interested in trying to get a breathable EWIS). when i rang them, they insisted that the installer would agree details on site (they did not provide typical details) and the installer would give the required 10 year guarantee under the nasi certification.

    I too am concerned by a lack of knowledge in thermal bridge free detailing and whether an EWIS provider/installer will certify non-standard (passive standard) details.

    SAS Please send me your preferred company name and tell us more about the alu cill pitfalls

    Bryan, why would you be looking at a breathable EWIS... wouldnt the render be considered very much unbreathable??


  • Registered Users, Registered Users 2 Posts: 1,282 ✭✭✭sas


    BryanF wrote: »
    good stuff, ramble away.:)

    would company C begin with a W?

    SAS Please send me your preferred company name and tell us more about the
    alu cill pitfalls

    "W" didn't even make the 3. At the time they were all metal profiles and not interested in doing PH detailing so I never went any further with them.

    PM away.

    For the rest of you in the industry....

    Company C
    - 1 syllable
    - Sounds like "Snow".


    On the alu cills I intend doing a detailed write up for the forum on this, pictures etc. To say I'm p***ed off over this is the understatement of the century! I'd like the good people here to be well informed and learn from those of us currently taking the plunge. Give me a few days.


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    sydthebeat wrote: »
    Bryan, why would you be looking at a breathable EWIS... wouldnt the render be considered very much unbreathable??

    well, I'm finding that out slowly but surely... I'm still convinced there must be a render system that can be made of a silca/calcium basically 'lime' type structure. (just like for those who must dryline) but I clearly have lots more research to do..

    the ridged mineral wool board or timber fibre board works (used mainly on old pre conc block walls), and I know you can go for a rainscreen, but can an EWIS provide a breathable render finish?....


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  • Subscribers Posts: 43,372 ✭✭✭✭sydthebeat


    BryanF wrote: »
    well, I'm finding that out slowly but surely... I'm still convinced there must be a render system that can be made of a silca/calcium basically 'lime' type structure. (just like for those who must dryline) but I clearly have lots more research to do..

    the ridged mineral wool board or timber fibre board works (used mainly on old pre conc block walls), and I know you can go for a rainscreen, but can an EWIS provide a breathable render finish?....

    I know of a single skin ICF system that uses a 50mm sprayed on concrete finish as its exterior. Perhaps a lime based aggregate could be applied in this manner to a mesh on the EWI?
    I know lime is an incredible difficult aggregate to 'get right' on site...


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    sydthebeat wrote: »
    I know of a single skin ICF system that uses a 50mm sprayed on concrete finish as its exterior. Perhaps a lime based aggregate could be applied in this manner to a mesh on the EWI?
    I know lime is an incredible difficult aggregate to 'get right' on site...

    ah ye, we could start talking about Hemplime and other solutions, but for now

    can an EWIS can provide a breathable render solution? its worth an ask:)


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    BryanF wrote:
    the ridged mineral wool board or timber fibre board works (used mainly on old pre conc block walls), and I know you can go for a rainscreen, but can an EWIS provide a breathable render finish?....

    Banned now in many countries, USA, Canada etc...

    See also page 473 on this mighty document:

    http://www.byg.dtu.dk/upload/institutter/byg/publications/rapporter/byg-r189i.pdf

    and

    http://www.ibp.fraunhofer.de/Images/K%C3%BCnzel_2008_Influence%20of%20rain%20water%20leakage%20on%20the%20hygrothermal%20performance_tcm45-86537.pdf

    The same goes for any wicking material. Disaster is the consequence.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Here a German text, note the picture "Abbildung 7 " on page 42:

    http://www.ibp.fraunhofer.de/Images/K%C3%BCnzel_2010_Au%C3%9Fend%C3%A4mmung-bei-Bestandsbauten_tcm45-86532.pdf

    The copied document has a bad resolution, I have the printed version here, so I explain:
    The picture shows an old EWIS (beginning of the 90's) on a test building at the Fraunhofer IBP. The EWIS had been taken off to meassure the moisture content in the EPS EWIS.
    There are 2 windows at ground floor level with cills and roll-shutters, these show serious water accumulation in the EPS, 4%-10% by volume directly under the cills and above the roll-shutter.

    The thermal conductivity (local U-value) is increased by 20%. The moisture storage capacity of the wall can become exhausted with such a water content, damp walls would be the consequence.


  • Registered Users, Registered Users 2 Posts: 12 aghbren


    rockwool and silicate render?


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    heinbloed wrote: »
    BryanF wrote:



    Banned now in many countries, USA, Canada etc...

    See also page 473 on this mighty document:

    http://www.byg.dtu.dk/upload/institutter/byg/publications/rapporter/byg-r189i.pdf

    and

    http://www.ibp.fraunhofer.de/Images/K%C3%BCnzel_2008_Influence%20of%20rain%20water%20leakage%20on%20the%20hygrothermal%20performance_tcm45-86537.pdf

    The same goes for any wicking material. Disaster is the consequence.
    so what recommendations are there for mineral wool and a mineral render that will retain a degree of breathability of old walls in a retro-fit. its all about some level of vapour permeability(sweating) being retained.

    Thanks heinbloed
    I read the conclusion and looked at the parameters of Zirkelbach's study, it suggests that yes mineral wool absorbs moisture but it also dries out and regains its original properties. the title 'suggests a revision of durability test' thats all.
    then the second paper Kunzel (which talks about timber frame issues in the 90's in US) says "Europe ETICS are applied for about 50 years. More than 40 million square meters of ETICS are installed on new and existing buildings every year in Germany and severe problems or damage cases have been rare" [Künzel et al. 2006]. and goes on to state in the conclusion that "The normal ETICS composed of vapour retarding EPS insulation slabs, cannot provide much drying towards the exterior and may therefore be responsible in part for increasing the risk of moisture damage for the underlying substrate", it then recommends replacing eps with mineral wool + of course, proper detailing to stop water ingress. interesting they do mention a drainage plane between the insulation and wall.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    The mineral wool can take up water as we know. And this water can freeze. Causing an abnormal heaving, weakening the structure.
    Once frozen the moisture still penetrating the wool from the house will increase the thickness of the frozen lump/layer. Adding to weight and volume.

    Here wufi would be the only answer, with ample of leeway for frost situations, clear nights and high moisture loads.

    Problematic is future treatment of the mineral rendered walls, once painted with a diffusion tight paint the moisture will be locked in for good.

    (Mineral and plastic) renders allow water to condense at the outer surface, thawing of ice and dewing of airborne moisture will happen both on their surface. Whilest the render is prepared to survive this the wool can not get rid of the internal moisture if covered with a layer of ice (frozen render).

    And with temperatures deep enough to freeze the entire layer of render the interstitial moisture can form ice within the wool, see above and also the links.

    These are theoretical problems which had rarely been seen in situ. But they do exist.

    A breathable, thick render is the remedy. And of course the avoidance of ice formation on the external surface. For example with the aid of cladding (rain, dew), a wide roof overlapping the wall (cold sky).

    The thickness of the render increases it's resistance to freezing, simply because of it's thermal storage capacity. But this results only in a delay, it won't be a total protection.

    The thinner the render,the less thermal storage capacity it has and the less breathable it is the higher the risk of freezing temperature within it.
    1 Kh (Kelvinhour)of difference means a lot here when delaying the freezing.
    Frozen renders do not allow water to pass through it, first they have to thaw themself.
    With longterm freezing in very dry air (for example seen with continental winters) the ice within the render can dry as well. Freeze drying it is called.

    The issue is complex, so better use wufi or some other simulation program.
    And play safe, as said: protective meassures are not difficult to install. But have their limits as well.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    See:

    http://www.state.mn.us/mn/externalDocs/Commerce/Stucco_Study_111202035327_Stucco.pdf

    Read case 10 for concrete walls equipped with EPS.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Since there is a good reason why hollow block concrete walls fail and cavity walls where invented the question arises what driving rain loads EWI can take resp. to what load it is exposed to.
    So my question to our weather specialists and civil engineers and those who have some sources of knowledge:

    What are the 'driving rain loads' in Ireland?


    From my own observations these are considerable higher compared to the EU continent, more wind and more rain for sure.
    Kuenzel mentions them here in this document, chapter 3.1, see also table1 for comparrissons:

    http://www.ibp.fraunhofer.de/Images/K%C3%BCnzel_2008_Simulating-Water-Leaks-External-Walls_tcm45-86534.pdf

    Whilest Kuenzel publishes the anual loads there is no reference to peak loads, to liters per hour during a specific season (winter, summer).

    Are the 'test regimes' of IAB and NSAI taking into account the driving rain loads? Based on which data? With how much of leeway, limits, peak loads?


    Is any Irish-certified EWIS manufacturer guaranteeing his products for the Irish driving rain loads? Any links? I couldn't find any data on guarantees from them at all, maybe I've checked in the wrong corner....


    Thanks.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Some pictures published by an EWI critic from Germany:

    http://www.konrad-fischer-info.de/2133bau.htm



    The green stuff is algae.
    The grey stuff (with the white dots) is mould.

    In the EWI trade two synonyms are used for these failures, "leopard" pattern for the dotted appearance and "alligator" pattern for the striped appearance.

    Both patterns are caused by life forms thriving with moisture. Hence my question concerning driving rain loads in the previous post, see above.

    Any comments from our EWIS traders and installers?


    About rain exposure/dew formation see page 2 (Abstract in English) on this document:

    http://www.hoki.ibp.fhg.de/ibp/publikationen/fachzeitschriften/WTA-Schriftenreihe_Heft_28_S49.pdf


    Picture 9 shows an EWIS element after 12 years of exposure at an angle of 30 degrees.......


    Sure someone who has decided that the tax payer forks out €4.000 per subsidy case for EWI done by factory trained amateurs in Ireland can comment ?!


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  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    heinbloed wrote: »
    Some pictures published by an EWI critic from Germany:

    http://www.konrad-fischer-info.de/2133bau.htm



    The green stuff is algae.
    The grey stuff (with the white dots) is mould.

    In the EWI trade two synonyms are used for these failures, "leopard" pattern for the dotted appearance and "alligator" pattern for the striped appearance.

    Both patterns are caused by life forms thriving with moisture. Hence my question concerning driving rain loads in the previous post, see above.

    Any comments from our EWIS traders and installers?


    About rain exposure/dew formation see page 2 (Abstract in English) on this document:

    http://www.hoki.ibp.fhg.de/ibp/publikationen/fachzeitschriften/WTA-Schriftenreihe_Heft_28_S49.pdf


    Picture 9 shows an EWIS element after 12 years of exposure at an angle of 30 degrees.......


    Sure someone who has decided that the tax payer forks out €4.000 per subsidy case for EWI done by factory trained amateurs in Ireland can comment ?!

    great pictures


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Thank the specialists. Some comments?


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Podgee's post is taking shape.

    In his/her second post the target of the effort is described as
    a reasonably energy efficient house that doesn't cost the earth to heat.
    .

    And moderator Sydthebeat answers with
    internal insulation will always be inferior to external because of the obvious problems of thermal bridging.

    And I digged out the failed German/USA/Canadian cases of EWI.....

    Anyone with an Irish longterm experience of EWI(S)?

    The lack of thermal bridging seems to be the weakness of some of the contemporary EWI methods - where the exterior is getting wet AND cold. And therefore fails expectations.

    The Austrian association of brick manufacturers condemns the PHI for over-insulating houses, the U-values being to low to be sustainable, the energetic concept to fragile. Better heat a bit extra and safe the energy to demolish and re-build. So they say.
    Not that a PH can't be build with bricks-or monolithic walls as such- but solar houses 'wasting' thermal energy through the brick walls seem to have a better energetic ammortisation. Fraunhofer institute agrees on this b.t.w..

    And solar houses save on the "exhorbitant prices for HR ventilation systems" - (quoting Dr.Feist from the PHI !)..... by simply wasting the thermal energy contained in the stale air, dumping this energy. One opens the window for ventilation, let's out stale air and does NOT get back mould spore infested air. Fresh air that is.

    Food for thought?

    The Irish idea of stack ventilation in combination with a never ending supply of ST energy combined with walls lasting for generations - that's it.
    Provided the price is right. Up to the drawing boards.

    Or buy one, ready made, off-the-rail for a designer's price:

    http://www.aecb.net/forum/index.php/topic,2986.0.html


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    In my recent post I confronted the PH concept (the EWIS based structure!) with the monolithic concept, quoting Dr. Feist from the Passiv Haus Institut who condemned the prices for Heat Recovery Ventilation Systems.

    HRV is a major concept of the PH, hardly a PH certificate without a HRV...

    Here the link, quoting Dr Feist:

    http://www.energie-bau.at/index.php/profi/die-ziegel-lobby-in-der-hoehle-des-loewen.html

    (Headline: "The brick lobby in the lion's denn")

    First paragraph, last sentence:
    Als persönlich untragbar empfindet Feist die derzeitige Preisgestaltung bei kompakten Lüftungssystemen: "Die derzeitigen Preise können nur als unverschämt bezeichnet werden, hier sind noch gewaltige Einsparpotenziale vorhanden!"

    Use google translate for verification.

    I try it myself:

    Personally unbareable Dr.Feist perceives the price arrangement for compact ventilation systems (those incl. a heat pump, the translator):"The contemporary prices can only be described as impudent, here are still mighty saving potentials in stock!"

    End of quote/translation.

    After telling the listeners that the prices for PH windows are still to high but had been reduced considerable (quoting from the same speech).


    So instead of opting for a super-insulated but short lived house (rottening insulation, short lived and energy demanding home technology) it might be a better, more future proofe investment to go for the solar house. As the EU demands it from 2020 anyhow.


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    Meteireann has published a map based and calculations, not very precise but useable.It gives an indication what to expect on an average base.It's published only since November 2010.

    See:

    http://www.met.ie/climate-ireland/Driving%20Rain%20Index.pdf

    Rainfall driven against a wall may be partially absorbed if the wall is porous or may penetrate
    through cracks in the wall. The effects of rain on a building are related to the speed of the
    winds and the intensity of the rain. The Driving Rain Index is the product of the Average
    Annual Rainfall and the Average Annual Windspeed.


    It would be very usefull to see data gathered for peak loads (mm driving rainfall during strong winds) in winter times, to check the risk of freezing EWI surfaces.

    The tiles/half bricks glued to EWI seem to be very prone to frost demage. "Traditional looking fascades" - stipulated by planning conditions or phantasied by designers - in combination with EWI seems to be a no-go for our country.


  • Registered Users, Registered Users 2 Posts: 1,282 ✭✭✭sas


    BryanF wrote: »
    ... tell us more about the alu cill pitfalls


    Metal profile cills appear to have some variations with respect to the end caps provided with them.

    The ones my window company originally supplied were a simply an aluminium piece which slots over the end of the cill itself. I had some concerns on a "metal to metal" join from a weather tightness point of view. I did dismiss these though because what do I know!

    Anyway, had an external insulation company on site and they pointed out a couple of things with the ends caps. The first was that the top of them (being only 10mm) wasn't wide enough for them to fix their expanding weather sealing tape to and still obtain a good seal. The second was that the end caps didn't have a weather tightening foam as part of them.

    When I looked into this the end caps I was supplied with according to the manufacturer are not suitable for an EWI job. The ones in the attached photo (Endcap.jpg) are what I will be using. They satisfy both points raised by my perferred EWI company.

    You can see that its a 2 part cap consisting of a compressible seal which first slots over the cill end, and then the metal end cap itself which slots over the compressible seal.

    They are working out at €16 + VAT + shipping each! Not cheap but if they do the job then it's money well spent. I can't risk cutting corners in a single leaf system.


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    Great Sas, could you PM me the manufactures details, thanks

    also, has anyone here got a preferred solution for ALU parapet cappings staining caused by the overlaps, particularly with EWI to stop the enivatible staining over time, (concrete caps are not an option)


  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    aghbren wrote: »
    rockwool and silicate render?
    to clarify I'm really looking at how suitable cementious (maybe with lime content) render finishes on a 'slightly' vapour open insulation (mineral wool or modified hemp/timber bats), ie conventional alternatives to hemp-lime for old rubble stone walls. so its how to ensure you achieve durability, flexibility and adding an inhibitor to stop microbial growth on the render...


  • Registered Users, Registered Users 2 Posts: 1,632 ✭✭✭heinbloed


    BrianF wrote:
    so its how to ensure you achieve durability, flexibility and adding an inhibitor to stop microbial growth on the render...

    Which inhibitors have you used so far, BrianF?


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  • Moderators, Home & Garden Moderators Posts: 10,147 Mod ✭✭✭✭BryanF


    none


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