My girlfriend and I are planning to open up our floor plan in our apartment in a building that was constructed in 1910. When we started to take down the wall, we noticed that it is not a partition wall, as stated in the inspection done when the building was acquired by the association in 2005 (picture 1). Instead, it consists of some kind of lightweight clinker material. I can both hammer a 3" nail and screw regular screws into the wall. I can also saw into the wall without any problems using a reciprocating saw with a stone/Leca blade. What could this material be?

The wall was erected at the time of construction. However, it is not a load-bearing wall as I have checked that the beams run parallel to the wall. The wall is 90 mm thick. Do I need to get approval from the board to remove this wall, or is it enough to inform them (since it is not load-bearing) and then support it with an appropriate beam?

The opening we will create will be approximately 3 meters. Assuming the same material is used upwards in the building (we live on the first floor of four), is it possible to support it with an IPE beam? Do I need to consult a structural engineer even when it is not a load-bearing wall? Or is there someone here with experience in similar projects who can provide input?

Sincerely, Tim

Inspection report detailing wall construction, showing notes on structural elements made of brick and a note about non-load-bearing walls.

Architectural floor plan of apartment with staircase and room measurements, labeled "Victorinus Consulting." A pen points at the drawing details.
 
harry73
If the wall supports a wall on the floor above, then it is a load-bearing wall because it carries something. Even if it's not the floor slab.
But I don't think it supports the wall on the floor above.
 
If you then read further into my question, I wonder if it is assumed that the same material has been used upwards in the house (i.e., not directly load-bearing), what would be a suitable beam?
 
If the wall is definitely not load-bearing, no beam replacement is needed at all. As for the rules in the BRF, isn't it just a matter of asking the board?
 
harry73
Tim_one51 said:
If you then read further in my question, I wonder if you assume that the same material has been used upwards in the house (i.e., not directly load-bearing), then what would be a suitable beam?
If the wall continues upwards in the house, your wall is load-bearing because it supports the wall above.
If it is not load-bearing, the wall above is supported by the floor structure, regardless of whether it is the same material or not.
 
Doesn't sound like the wall is from the construction year if it is in lättklinker.
 
harry73
falkn said:
Doesn't sound like the wall is from the construction year if it's made of lättklinker.
I think (after some googling) that lättklinker/lättbetong started appearing in the 1920s-1930s, so it's not entirely impossible
 
harry73 said:
I think (after a little googling) that lightweight concrete/aerated concrete started to appear in the 1920s-30s, so it's not entirely impossible
Yes, and the apartment was built in 1910. It sounds very unlikely to me.
 
harry73
falkn said:
Yes, and the apartment was built in 1910. That sounds highly unlikely to me.
Of course, you are right :o Where I got 1920 from (which I thought it was) is a big question mark.
 
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