I am in the process of planning an expansion which you can read about here https://www.byggahus.se/forum/threads/tillbyggnad-35m-hur-svart-kan-det-va.395747/

Now, when I was out walking, I came across an excavator that was in the area and he had time to come next week. So it happened much faster than I had anticipated.

I would need some feedback on my sizing so that I haven't thought completely wrong.

Overhead view of a garden with superimposed grid lines marking out a 7000mm by 6000mm extension plan with foundation circles and wood pieces nearby.

Black marking - what needs to be excavated
Round circles - footings 200 mm
Red lines - double 45x195 C24 pressure-treated
Blue lines - 45x220 C24 construction timber

Single-story expansion. Trussed roof with a 27° pitch.
Does it seem sensible?
 
Which way should the roof trusses be laid?
 
J justusandersson said:
In which direction should the trusses be placed?
In the same direction as the red lines. I plan to use the same trusses as on the existing part of the house.

Blueprint of roof truss design with measurements, intended for a house extension using identical trusses as the existing structure.

A small wooden house with red window frames, surrounded by cut logs and woodworking tools, under a cloudy sky.
 
I suggest that you change the direction of your beams, both the red and the blue ones. The roof loads are transferred down via the longitudinal exterior walls, and it's good to have a solid load-bearing stringer underneath. Four red double screw-laminated 45x220 pressure-treated with four pillars under each. For the blue ones, 45x170 C 24 will suffice.
 
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maah
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Thank you, good explanation
However, I want more insulation, hence 220mm.
The plinths closest to the house might be difficult to place as close to the house as desired. Can one have a small overhang there on the bearing beams?
 
Yes, you can have it, with an emphasis on small.
 
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maah
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One more question about splicing the floor joists.
The distance between the pillars, and thus also the red floor beams, will be about 2.6m.
Should I then make it so the splices land above each floor beam, staggered every other floor joist?
So in the first row, it will be a joist 5.2 + 2.6m, and in the second row, it will be vice versa 2.6 + 5.2m.
 
That makes sense. You should always avoid so-called generalskarvar.
 
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