Hello

It's about time to install the joists for the loft in my Attefall project. I have been looking for suitable descriptions on how to proceed, but I can't find much good material.

Below is a sketch of my current plan. The joists are 195x45 mm. The sketch is not to scale. Am I thinking correctly?

Attached are also pictures of the 195x45 joists that are attached to the wall studs where I plan to attach the joist hangers. In one of the pictures, you can also see the load-bearing wall that the loft will extend over.

I especially wonder exactly how the joint should be designed:
  • Where should the joint be placed? The joists are max 4 m, I believe. Should I aim for the middle between the load-bearing wall and the opposite side?
  • Should one have through-bolts through the crossbeam?
  • Should one perhaps do it in a completely different way?
Thankful for all help!

Kind regards
//Lost Builder

Top view sketch of a loft project plan showing joists, dimensions, and placement of brackets, with indications of a load-bearing wall and various measurements.
Wooden beams attached to wall studs in a partially constructed room with a window and various items stacked in the corner.
Interior of a building project with exposed beams, insulation, tools, and materials. A lamp and various construction items are seen in a cluttered space.
 
I would have skipped that seam in the middle, at least that transverse solution with joist hangers is not good and also complicated and unnecessarily expensive.

If you can't buy studs that span the entire width, it's better to join them two by two. Side by side with glue and screws. The longer the overlap at the seams, the stronger and better.
 
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eiwallin and 1 other
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What are the measurements that apply? The total length is 4.7 but the measurement to the joint is 7 m?
 
Z z_bumbi said:
What are the measurements that apply? The entire length is 4.7 but the measurement up to the joint is 7 m?
The measurement up to the joint is ? m not 7 m.
 
"join" on the load-bearing wall?
 
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Why not buy beams that span the entire length? Personally, I think one should use 45x220. It's not fun with a sagging floor.
 
G Gabbe1 said:
I would have skipped that joint in the middle, at least that transverse solution with joist hangers, it won't be good and furthermore complicated and unnecessarily expensive.

If you can't buy beams that span the entire width, it's better to splice them together two by two. Side by side with glue and screws. The longer the overlap at the joints, the stronger and better.
Thanks for the response. Something like in the new picture below? Alternatively, the joint could be directly on the load-bearing wall as someone suggested in the thread. Do you need any special type of glue and screws for this type of joint?

Thanks for all the other responses in the thread too.

The measurement for the joint should be a question mark, not 7 m.

The reason I chose 45x195 beams is that I consulted with a carpenter early in the project who suggested 195 would be sufficient.

I understand that it would be easier to use beams that span the entire length. But I simply haven't seen any of those in the hardware stores I've visited. The longest I've seen have been 4.0 or 4.2 m I think.

Top view sketch of beam layout with dimensions: 4.7 m and 2 m sections, 45x195 beams, splice beams use glue and screws, 60 cm center-to-center spacing, angle brackets detailed.
 
Surely it should be enough that the joint is placed on the load-bearing wall? The span will only be about 2.7 m.
 
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P
Anything other than whole beams or a joint over the load-bearing wall is wrong and has inferior load-bearing capacity.
 
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Centano Centano said:
Surely it's enough that the joint is placed on the load-bearing wall? The span is only about 2.7 m.
I'm not on site to measure right now, but I think the span is just over 3 m. The approximate measurement to the load-bearing wall is probably closer to 1.5 m than 2 m when I think about it. But regardless, it works that the joint is placed on the load-bearing wall if that would be an advantage.
 
It seems that many agree the splice should be placed over the load-bearing wall, so here is a new version of the sketch where I have also corrected the measurements.

Should one consider anything when attaching the beams to the load-bearing wall? Are angle brackets and screws sufficient?

Top view sketch of wooden beams layout with measurements, featuring bearing walls, beam joints, angle brackets, and fastenings, for construction guidance.
 
P
A joist hanger is preferred and then it is good to have a lask on each side of the beam that you have drawn so you only have one on one side..
 
  • Metal joist hanger Simpson Strong-Tie BSN 56x190x2 with multiple holes for fastening, used for securing beams in construction projects.
Rejäl said:
Beam shoe is preferable and it's good to have a splice on each side of the beam you have drawn since you only have one on one side..
Thanks! The plan is beam shoes against the outer walls. I was mainly considering the attachment to the load-bearing wall at the joint. I don't see how a beam shoe would be applicable there.

Then we'll aim for splices on both sides. Except maybe for the very outer beam? Wouldn't it look odd with a splice on the outside there? Or is it worth the slightly unsightly appearance for a stronger joint? What is a suitable length for the splice, 1 m?

Construction sketch showing joist hangers and splice joints for a floor plan. Measurements and connection details highlighted for structural support.
 

Best answer

P
E eiwallin said:
Thank you! The plan is to use joist hangers against the outer walls. I was mostly thinking about the attachment to the load-bearing wall at the joint. I don't see how a joist hanger would be applicable there.

So we'll aim for splices on both sides. Except perhaps for the outermost beam? There it might be awkward with a splice on the outside? Or is it worth it being a bit ugly for a stronger joint? What is the appropriate length for the splice, 1 m?

[image]
On the load-bearing wall, a simple angle bracket is sufficient.

We usually splice with 34x170mm timber if you have 45x195 joists, length 1800mm..
Against the outer wall, one is enough..
 
  • Angle bracket 2.5 mm with holes, suitable for wood-to-wood, wood-to-concrete, and wood-to-steel joints, ideal for construction reinforcement.
Rejäl said:
On the load-bearing wall, a single angle bracket is sufficient.

We usually splice with 34x170mm timber if you have 45x195 floor joists length 1800mm..
Against the outer wall, one is sufficient..
Great, thanks! Now I know how to proceed.
 
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