Hello,
We're having a loft conversion - rear dormer. It's a 1910 mid terrace, currently 2 bed. There is no supporting wall in the middle of the property. The current ceiling joists span the full 6.7m front to back!
We have the usual issue of trying to make the most efficient use of height. There is 2.48m from the top of the 1st floor ceiling to the apex of the roof.
I'm pretty sure we are going to have to put an RSJ or something across the middle otherwise the necessary depth of wooden joist to span 6.7m will be ridiculous.
My question is: When that steel goes in, is it normal practice / possible to cut the current ceiling joists such that the steel can begin next to the ceiling? And rehang those joists from the steel? That would save us the depth of the ceiling joists (4") in headspace which could be very useful space.
If that is possible, what consideration needs to be made for deflection on the RSJ and it's proximity to the ceiling? Or is it so minimal as to be irrelevant?
Don't worry - I'm about to commission a structural engineer and we are doing a full plans application to Building Control before we touch anything. We're going through planning at the moment. I just want to be able to have an informed conversation with the guy doing the calculations for us.
Thanks for your help.
We're having a loft conversion - rear dormer. It's a 1910 mid terrace, currently 2 bed. There is no supporting wall in the middle of the property. The current ceiling joists span the full 6.7m front to back!
We have the usual issue of trying to make the most efficient use of height. There is 2.48m from the top of the 1st floor ceiling to the apex of the roof.
I'm pretty sure we are going to have to put an RSJ or something across the middle otherwise the necessary depth of wooden joist to span 6.7m will be ridiculous.
My question is: When that steel goes in, is it normal practice / possible to cut the current ceiling joists such that the steel can begin next to the ceiling? And rehang those joists from the steel? That would save us the depth of the ceiling joists (4") in headspace which could be very useful space.
If that is possible, what consideration needs to be made for deflection on the RSJ and it's proximity to the ceiling? Or is it so minimal as to be irrelevant?
Don't worry - I'm about to commission a structural engineer and we are doing a full plans application to Building Control before we touch anything. We're going through planning at the moment. I just want to be able to have an informed conversation with the guy doing the calculations for us.
Thanks for your help.