Hello forum friends.
I am in the process of demolishing a wall between the kitchen and living room. The house is from Lingheds sawmill, approximately 8x15 m, built in 72-73.
Interior view of a partially deconstructed wall in a house from the 1970s, showing exposed wooden paneling and framing before renovation.
It has trusses according to the attached image. The distance between exterior walls is 8400cm (truss support) and over the lower chord on the trusses is 170/200 cc120, which should support a span of 9000cm according to the wood guide.
Wooden attic trusses of a house, showing beams and supports. The space is open, with visible wooden planks and some wiring on the floor.
The wall to be removed consists, from the living room side, of (tretex 12mm, tongue and groove 10mm, studs 45mm with varied spacing (23-85cm) followed by tongue and groove 10mm and gypsum 12mm). See image.
Wooden wall studs exposed during renovation, showing boards and wiring amid construction debris.
There have also been kitchen cabinets on the wall before they were removed. There are no lintels or similar above doors, etc., in the rest of the house.

I've heard from an acquaintance's acquaintance that the roof might sag a bit with the potential demolition but that it shouldn't affect the structure otherwise since the attic cannot be converted, etc. Does anyone else have any thoughts...?
 
S
A hjärtvägg means that the wall is load-bearing and thus serves as a support for the rafters. Whether it is there to reduce deformations or for load-bearing purposes needs to be checked.
 
Upload the drawings you have of the house to make it easier. Does the wall run along the direction of the roof trusses or cross them? IF it is a hjärtvägg, you need to pause in the demolition now.
 
K
You don't just tear down a load-bearing wall just like that! But I find it hard to believe that the relatively frail wall you've posted a picture of is a load-bearing wall, what makes you think that? You need to answer the question about the wall's positioning compared to the roof trusses, and also checking against the blueprint would be good.
 
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That is not a load-bearing wall and the trusses are self-supporting.
 
Thank you for your responses.
I will pick up the drawings today and upload them, which might shed some more light on the question.

I thought a "hjärtvägg" was a wall that went through the middle of the house along the ridge, regardless of whether it was load-bearing or not. But you see, you learn something new every day. Personally, my guess is that the wall isn't load-bearing, but I've paused the demolition for now. It's not good to rely on guesses. There are also several doors and closets in the wall, and only a 45x45 that is nailed to the attic ceiling joists with randomly placed 45mm standing unbraced studs. It feels very flimsy. What makes me hesitate is that the wall is situated in the middle of the house across the roof trusses. But as I said, the wall may serve purposes other than just being load-bearing...
 
K
No, a heart wall is a wall that is transverse to the roof trusses and roof load, which is directed down into the ground via the floor joists and foundation. Simply being transverse is not enough to call it a heart wall. https://sv.m.wikipedia.org/wiki/Hjärtvägg

How is that wall attached? It certainly looks very flimsy, and if you can "rock" it a little at the attachments on the floor and/or ceiling, you'll immediately see if it bears anything or even has a stiffening effect (though I strongly doubt both).
 
Then here are pictures of the drawings
Ritning av sektionen för ett hus med måttangivelser.

Blueprint of a truss structure with detailed measurements and notes, depicted on a beige paper in a construction plan. A phone partially visible at the bottom.

Hand-drawn architectural plans on paper with measurements and structural details.

Floor plan drawing with measurements and labels showing layout of rooms including living room and bedroom.

Blueprint showing inner wall specifications, materials, and cross-section details with dimensions and construction notes.
 
BirgitS
Are there any blocks marked with X on the drawings that the explanation in the last image applies to?
 
BirgitS BirgitS said:
Are there any blocks marked with X on the drawings that the explanation in the last image applies to?
According to the pick list, only R marked interior walls/wall blocks are included.
A handwritten document showing a construction materials checklist with details on wall blocks, dimensions, quantities, and annotations related to interior walls.

Then I found a note in the building permit application..
Construction plan list with specifications for interior wall frames, insulation, and paneling, including bearing and non-bearing walls and flooring details.
 
BirgitS
There are only two of all the wall blocks that are under interior wall R.

Load-bearing studs are 75 mm thick and non-load-bearing 50 mm thick according to the pictures. You previously wrote that they were 45 mm. Are they 45 mm on all sides?
If so, they are not load-bearing.
 
BirgitS BirgitS said:
There are only two of all the wall blocks that are under inner wall R.

Load-bearing studs are 75 mm thick and non-load-bearing 50 mm thick according to the pictures. You previously wrote that they were 45 mm. Are they 45 mm on all sides?
If so, they are not load-bearing.
The walls in question are 50x50 not 45x45, I didn't measure before. It's only the bathroom that is insulated. Other walls seem to be non-insulated 50x50 plus tongue and groove, etc.
 
BirgitS
Well then, it is correct that they are not load-bearing, which they should not be either since they are trusses.
 
Alright then.
No objections, I'll continue (y):D
 
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