How does a new slab join a foundation poured decades ago?
The clay soil under Deer Park swells when it is wet and shrinks when it is dry, and the original slab under a 1970s house has been riding that cycle for fifty years. A new addition slab has to move with it, not against it. We start with the engineer's foundation design, which typically calls for deeper grade beams along the perimeter and dowels drilled into the existing slab edge so the two pours act as one structure rather than two plates rubbing at a seam. The steel and the beam depth follow the soil, not a standard detail.
Before that, we look at the existing foundation for signs of past movement: cracked brick, doors out of square, a corner that has settled. If the old slab is already unlevel, tying a new one to it locks in the problem, so a repair sometimes comes first. Drainage around the new footprint is part of the same plan, because keeping the soil moisture consistent at the edge of the slab is what keeps both halves of the house from moving in different directions after a wet spring followed by a dry August.










