Clinker facade without backing wall

Do you already have a new construction company or do you want to do it yourselves now?
Otherwise, the new company should be able to make a proposal for this, right?

Are there construction drawings and execution plans where this could possibly be identified?

We are looking. If it becomes a new general contractor, they will come up with something for it. If I hire companies individually, I have to tell them how it should be done.

There are no plans for this.

It could have been that there is a simple standard solution for it. For example, roughly masonry the gable above the ring beam with KS blocks.

Bricklaying might not hold well. Then rather screw OSB in front of it and attach the anchors in it. Another question, where is the base for the facing bricks? Is your house also in such a condition with an insolvent general contractor?

Bricking up might not hold well. Then rather screw OSB in front and attach the anchors in it.

Another question, where is the base for the clinker bricks? Is your house also in such a condition with an insolvent general contractor?

And don’t the OSB boards move too much with the roof structure?

Yeah, the house is also at the shell stage with the roof on.

There are no plans for that.

What do the approval documents say? You should be able to find some plans, right? Alternatively: Don’t brick the gable, but execute it as wooden cladding. (Details still need to be planned here as well, but structurally it should be uncritical, nothing will topple over.)

That's how I would do it now as well. A load-bearing structure decoupled from the roof framework is surely only achievable with a lot of effort, but it is not necessarily required. The brick sections can also be decoupled from each other. It is questionable whether a structural analysis is needed.

If the base for the bricks is missing, you probably have to plaster at the bottom or put a foundation underneath. However, wood would not be an option for me at the bottom.

And the OSB boards with the roof frame don’t have too much movement?

That was also my spontaneous flash thought yesterday, first boarding with wood-based panels, formwork boards or similar and then anchoring into that. And I didn’t even write it down but immediately discarded it because of different coefficients of expansion.

Two things come to mind for me: there are angle profiles for the supports of facing walls, which were not considered during the basement construction. Something like that could be attached at the transition of the ring beam/beam. Or: you continue in the gable triangle with clinker imitation, there are panels that are laid on battens. Such things apparently also exist with real clinker slips. To what extent you could possibly do this yourself on cement fiber boards or similar (i.e., lay the plate, put clinker on it, then attach the board) I have not explored.