Had this in woodwork etc, but have moved over. Didn't notice the Building Regs etc section.
Just noticed this morning that my plumber has been a little, shall we say 'over-zealous' in notching a floor joist to run a new pipe. Obviously, mighty peeved.
I haven't had a chance to measure this up yet but he's definitely taken out more than the 1/8th rule and it's too close to the joist end.
Before looking at whether I need to strengthen/reinforce the joist, looking at the Building Regs calcs for floor joists, span etc, the depth of the joist (which is a proper Victorian job and pretty meaty) for the span may actually be above what's required when the depth of the notch is discounted.
If they are, is this an acceptable alternative?
I appreciate that the joists are a hundred years old but there's no degradation I can see. The joist also only supports the first floor stair landing and no internal walls. The only imposed load is when we walk over it.
I know that the centre of a joist is the least affected part in deflection so it's not quite the same but any thoughts much appreciated.
Just noticed this morning that my plumber has been a little, shall we say 'over-zealous' in notching a floor joist to run a new pipe. Obviously, mighty peeved.
I haven't had a chance to measure this up yet but he's definitely taken out more than the 1/8th rule and it's too close to the joist end.
Before looking at whether I need to strengthen/reinforce the joist, looking at the Building Regs calcs for floor joists, span etc, the depth of the joist (which is a proper Victorian job and pretty meaty) for the span may actually be above what's required when the depth of the notch is discounted.
If they are, is this an acceptable alternative?
I appreciate that the joists are a hundred years old but there's no degradation I can see. The joist also only supports the first floor stair landing and no internal walls. The only imposed load is when we walk over it.
I know that the centre of a joist is the least affected part in deflection so it's not quite the same but any thoughts much appreciated.