Can the house stripped footings (for the rafted slab) go under slope (sideways)?
My engineer designed stepped footings, but the concreter says that he can make them sloped instead? The expected shortfall can go up to 0.5 m over a 6 meter distance.
It it a normal practice?
He tells me it is a normal practice for the sloped sides and that concrete block layers will be able to even out slabs by cutting the blocks which will be attached to the sloped footings and poured thereafter. He says that going for sloped footings instead of steps will be save me so much money.
I am not convinced at all and my engineer is telling me that I should not be doing them that way.
Is anyone doing stripped footings that way at all or it is just a bad concreter?