Calling on the wisdom of STW
We’ve got a problem with rotten joists under a concrete slab flat roof. Building is Victorian era so no damp protection with timber up against brickwork. 7x2s are rotten and need to come out. Joists and wall plate. Span isn’t massive: 2m from steel to brick chimney stack in one area, going out to 3m in adjoining space.
We’ve got builders lined up but I need to know how this is going to pan out so I can keep the builders honest.
Questions.
1. How do you support it while working?
All the structure is coming out and new structure going in. We’ve got Acrows making it safe for now but they leave no space for working. How do you do it?
2. There has been talk of breaking out the 120+ year old concrete slab and replacing with a modern roof structure. Seems a bit extreme. Is this needed? Makes it easier to work on? If we don’t do it are we just making the job more painful all the way through?
3. If we don’t break out the concrete slab, might we inadvertently break it as we jack in a new wall plate? What’s the worst that can happen?
Oh yeah and all this is happening five floors up.