So the plan is to pour the foundation slab over the top of an existing brick paved area. The bricks have been there for 20+ years and are concreted in place, so I expect they are a pretty solid base to utilise. Mind you it has moved over time, developed cracks here and there, etc.
I still expect that a foundation slab is needed to level it off and to distribute the weight from the oven over the top. But I suspect that the full 5 1/2 inch slab as per the plans is overkill when taking into account the pre-existing brick paving.
Any suggestions on (firstly) am I correct in reducing the thickness and (secondly) what is the thinnest I should be considering? I'm thinking 2-3 inches is heaps but that is not based on any engineering!
I still expect that a foundation slab is needed to level it off and to distribute the weight from the oven over the top. But I suspect that the full 5 1/2 inch slab as per the plans is overkill when taking into account the pre-existing brick paving.
Any suggestions on (firstly) am I correct in reducing the thickness and (secondly) what is the thinnest I should be considering? I'm thinking 2-3 inches is heaps but that is not based on any engineering!





) but that's still 600 mm per year, so you should give some consideration to water management. If the pavers are laid with a fall and you can build on the high side so the water runs away from the oven, you should be OK.
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