Hi all,
I’m about to start on a project which involves installing a first floor into a modern commercial industrial unit and am planning to do a lot of the work myself.
I'm not a builder but have good overall skills and feel confident that I could physically do the work to a good standard.
I'm guessing that I need to get some structural calculations done by someone to spec up joist sizes etc, but had a couple of questions...
Firstly how much is a structural engineer likely to charge me for the work and what will he tell me?
and secondly - as its a modern building (6 years) do I need the engineer at all for calculations? It doesn't seem particularly complicated - everything straight and true. Does anyone have advise on this from this forum as far as joist sizes go?? Posi / Easi or traditional timber?
The new floor will span the 6m width of the unit (concrete block wall on either side) and extend about 7.5m into the unit. Obviously I need to spec for an office load - I'm likely to use ledger boards bolted into the wall on both sides, although I have the option for retro fitting some joist hangers (built in). Any thoughts...or should I go home now?
I’m about to start on a project which involves installing a first floor into a modern commercial industrial unit and am planning to do a lot of the work myself.
I'm not a builder but have good overall skills and feel confident that I could physically do the work to a good standard.
I'm guessing that I need to get some structural calculations done by someone to spec up joist sizes etc, but had a couple of questions...
Firstly how much is a structural engineer likely to charge me for the work and what will he tell me?
and secondly - as its a modern building (6 years) do I need the engineer at all for calculations? It doesn't seem particularly complicated - everything straight and true. Does anyone have advise on this from this forum as far as joist sizes go?? Posi / Easi or traditional timber?
The new floor will span the 6m width of the unit (concrete block wall on either side) and extend about 7.5m into the unit. Obviously I need to spec for an office load - I'm likely to use ledger boards bolted into the wall on both sides, although I have the option for retro fitting some joist hangers (built in). Any thoughts...or should I go home now?

