Hi. I wanted to check out a recommended solution for strengthening my loft joists before boarding.
I have a Victorian terrace; 2 external walls with 2 supporting walls running parallel between them (staircase is in the centre of the house); span from each external wall to each supporting inner wall is about 3 metres, with 11 joists running on each side of the house (so 22 in all); the loft is purlin construction; the existing joists are 4" by 2".
Someone has suggested that screwing additional 4" by 2" joists directly 'on top' of the existing ones (effectively making the existing 4x2s 8x2s) will reduce the flexibility and provide sufficient strength for the purpose of storage.
My only concern is whether this approach adds weight to the existing joist - especially as the new joist wont sit on top of the external wall due to the pitch of the roof getting in the way. I've been reassured that this is not the case and the new joists can, in fact, fall a little short of either supporting wall; its the reduction in flexibility that is important.
This kind of makes sense (and I'm sure I saw something to this extent on a similar forum - possibly this one), but wondered if anyone in the know had any thoughts or had done similar.
Thanks.
I have a Victorian terrace; 2 external walls with 2 supporting walls running parallel between them (staircase is in the centre of the house); span from each external wall to each supporting inner wall is about 3 metres, with 11 joists running on each side of the house (so 22 in all); the loft is purlin construction; the existing joists are 4" by 2".
Someone has suggested that screwing additional 4" by 2" joists directly 'on top' of the existing ones (effectively making the existing 4x2s 8x2s) will reduce the flexibility and provide sufficient strength for the purpose of storage.
My only concern is whether this approach adds weight to the existing joist - especially as the new joist wont sit on top of the external wall due to the pitch of the roof getting in the way. I've been reassured that this is not the case and the new joists can, in fact, fall a little short of either supporting wall; its the reduction in flexibility that is important.
This kind of makes sense (and I'm sure I saw something to this extent on a similar forum - possibly this one), but wondered if anyone in the know had any thoughts or had done similar.
Thanks.