Brad Oleary LDPR
Member
- Messages
- 21
- Location
- Lake District Cumbria
Just a lime plasterer, I’ve got feelings you knowI'm not sure, I think he's just a lime plasterer
Just a lime plasterer, I’ve got feelings you knowI'm not sure, I think he's just a lime plasterer
Interesting. Sounds like it’s a case of understanding how each building behaves and planning appropriately.
I’m west coast of Scotland so similar conditions. I’ve had part of the internal face of the front wall exposed for a couple of winters now and it’s always been bone dry so I’m happy to proceed with IWI.
common to actually stand off the lath and plaster to leave an evaporation cavity on the inner stone face to allow constant driven rain to evaporate
WUFI calculation
Apologies just catching up with all this, I've been away over the Christmas period.What would you like to know?
I've never been that happy with the idea of those NHL adhesives securing the wood fibre boards. I'm aiming to get my float coat perfectly flat, and the 40 - 60mm boards have a bit of 'give' in them anyway.I don't have any experience of stone walls or excessive rain. Wet woodfibre doesn't sound like it will work or stay on the wall for long. Would that be the glue and plaster backing not being breathable enough or the stone wall not breathable enough or leaking water in.
Mine is screwed on a brick wall with lime plaster levelling. Outside is lime pointed with lowered hrpund levels. Building regs made me do it and there are no visible issues after only 10 years. East of England though and sheltered by eaves.
I'm also wondering from which side the moisture is penetrating - outer or inner?Thing about WUFI is that I would have absolutely no idea how to model the existing shell of this building so it would be impossible to know how much faith to put in the output.
Aren't exposure zones for guidance on new buildings with thin blockwork skins? I'm in the most exposed zone which I'm sure was recognised when this house was built and is reflected in the thickness of the stone walls. Putting external defects aside it would take some amount of weather to saturate my 2' walls to the point that water was running down the inside. Drying it out again would be no picnic either.
You may be right about the exposed WF collecting moisture from warm internal air to some extent. My money is on the adhesive used to attach it being wrong in some way creating a barrier. Given that we have one example to look at its all pretty much just speculation.
With 200 wet days a year, it’s definitely a different climate to the south and one that needs careful consideration.Apologies just catching up with all this, I've been away over the Christmas period.
So would you say this is partly an issue with locality? The properties you work on would seem to be more exposed to wetter weathers than some of us located down South. If memory serves there seemed to be a suggestion in the comments that the interface between different materials - mineral brick to organic wood fibre - may have caused the issue. I've been chatting privately with Simon T on the FB group and he favours Multipor as an alternative solution. Its certainly worth looking at, although I'm kind of gearing up toward wood fibre in the Spring.
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Mineral Insulation Board – Xella Multipor - Back to Earth
Multipor mineral insulation boards are:-www.backtoearth.co.uk
There's a big difference between a lot of rain and a lot of driving rain on a wall as well. As a lot of the moisture gets in through the mortar joints, the size of the joints also makes a difference. With a lot of random rubble walls the larger joints are more likely to have shrinkage cracks.
With solid brick walls, although in theory all the joints are full, many of them contain half filled joints which allow a passage through to the interior plaster.
