Power stretcher tension: are we overdoing it in Florida rooms?
I keep seeing guys cranking the power stretcher to max on slab installs, especially in the Tampa market, and then the seams open up within 6 months when the humidity drops. My rule is to keep the pin depth at 3/4 inch and read the backing tension, not just rely on the tool's kick. Am I wrong for easing off, or are we just chasing a tight look that works against us in the long run?