Deck Repair in Hebron, KY

Hebron (ZIP 41048) has plenty of decks where the joists do not stop at the beam. They carry on past it by a foot or two so the beam sits back from the edge and is less visible from the yard. It is a good-looking way to build and it creates a small zone at the outer edge that behaves differently from the rest of the frame.

Past the beam, a joist is a cantilever. Load out there does not push down onto a support; it levers the joist up on the other side of the beam, so the connection at the beam is being asked to hold down as well as to hold up. Very few older decks have a connection there that does anything at all in that direction, because a joist sitting on a beam with a couple of toe-nails resists nothing upward. It is also the wettest part of the whole frame: the ends are exposed, they take the drip off the fascia, and they are the last part to dry.

So the overhang gets looked at as its own item. How far it actually reaches against the joist depth, what is holding the joist down at the beam, and what condition the last few inches of every joist end is in. Where the connection is the issue the fix is a proper tie at the bearing, which is quick and cheap from underneath. Where the ends have gone, they are cut back to sound timber and the fascia line moves in slightly, or new ends are scarfed on and the line is kept. Both are real answers and the choice is yours once you can see the numbers.