Hi there.
Im in the process of building a timberframe strawbale house. Its actually a rebuilding of a old Portuguese Xisto (shale/slate) barn. The ground floor is in stone that been restored and a ring beam added, and then a timberframe built from sweet chestnut reclaimed from the wildfires.
There are a few details that im struggling to find information/ conflicting information about and I will add pictures to try and explain more.
#1 I will use a metal plaster stop at the base of the wall that is attached to the external toe up. How important is it that this stop and therefor the plaster itself is resting on the foundation underneath, rather than extending out from the wall the thickness of the plaster. In other words, that the toe up is recessed the thickness of the plaster and not flush with foundation wall.
Ive seen from some sources that in the case of load bearing walls the plaster itself plays a big part in the structural strength of the wall, and that it is important that this rest on the foundation. But other sources and pictures that dont care for this, more so on strawbale infill.
#2 Between the two toeup beams i will be putting Leca, (expanded clay balls) this should be somewhat insulative and stop any water wicking up into the bale. I will put a damp proof course between the stone / concrete foundation and the toe up beams to preserve the wood, but between the two beams I was originally thinking to leave open.
Many sources i have found advocate for a membrane or waterproofing to be but accross the whole foundation, but this to me seems to counter productive as any water or moisture that may make its way to this point, will then be trapped. Its better to gone down into the foundation wall than just sit inside that cavity next to toeups.
Does this make sense, or am i missing something here.
Thankyou for any advice and comments.