11ant
2021-12-27 13:25:56
- #1
I do not see any indications in the plans of bricks with higher compressive strength or calcium silicate bricks, and certainly no differences between the individual interior walls. Except in the basement, only 11.5 cm walls are visible. Due to the shallow depth of the house, it is conceivable that it was built without a load-bearing central wall.But how do you see it with the walls of the ground floor, which are all supposed to be removed?
The ceiling plan would provide clarification about what kind of ceilings we are dealing with here. A 24 cm wall only in the basement and not above can be an indication of different types of ceilings. A few years earlier, it would have been common to have a reinforced concrete ceiling over the basement, a wooden beam ceiling between the ground floor and attic, and between the attic and the roof space a wooden beam ceiling that structurally already belongs to the roof frame – apparently, this is not the case here. Two assumptions are therefore plausible, which the ceiling plan would answer: either these are also massive reinforced concrete ceilings with typically spans covering on average two rooms, in which case they would (usually at the edges) have to rest on load-bearing walls. No such walls are recognizable from the wall thickness on the floor plan, so it would have to have been solved using bricks with higher compressive strength; these walls are obviously not dispensable and are complicated to substitute. Or, for example, hollow core slab ceilings were used, with (probably parallel to the gable here) continuous beams and elements supplemented with topping concrete. Non-load-bearing stiffening walls would not be dispensable, but replaceable. Blind faith alone would neither carry loads nor resist wind forces, so clarification is necessary.I would immediately fear that these support the ceiling elements (hence probably your question about the ceiling panels) or that the walls also have stiffening functions, even if they are not load-bearing.