05/18/2019
Plumb cut. For maximum plumb-cut bearing and fastening area, the ideal stringer position has the top tread even with the deck flooring, which allows the stringer plumb cut to fully bear on the rim joist or beam. This location makes installing the stair guards and handrails more difficult, however, so it’s more common to see the top tread dropped one riser below the deck flooring. Unfortunately, I’ve found that this often leads to unsafe attachment details with inadequate bearing that can allow the stringer to shear along the grain.
Y Dropping the stringers without also installing a dropped header can lead to a situation like this, where the stringers have inadequate bearing on the rim joist.
Dropping the stringers without also installing a dropped header can lead to a situation like this, where the stringers have inadequate bearing on the rim joist.
The risk is that the stringer will split along the grain. This photo is new construction that was approved by the local building inspector.
The risk is that the stringer will split along the grain. This photo is new construction that was approved by the local building inspector.
Stringer attachment. One of the most serious deck stair defects is a poor connection between the stringers and the deck. Failure at this important connection is common, particularly when the stringers have been nailed to the framing, because nails are subject to withdrawal.
For example, I often see stringers fastened to a dropped header with nails driven into the stringers’ end grain. If the stringers are also bearing on—but not attached to—a landing and have no other attachment to resist lateral loads, the nails will do little to prevent the stringers from pulling away from the framing. If the stringers are bearing on the ground, the problem is even worse.
Toe-nailed stringers are less susceptible to withdrawal, but the connection can still fail as the framing ages and is structurally compromised.
Toe-nailed stringers are less susceptible to withdrawal, but the connection can still fail as the framing ages and is structurally compromised.
Attaching stringers to a dropped header with nails as shown here is a risky fastening method because nails driven into lumber end grain have minimal resistance to withdrawal.
Attaching stringers to a dropped header with nails as shown here is a risky fastening method because nails driven into lumber end grain have minimal resistance to withdrawal.
At a cost of a few dollars each for the connectors and recommended fasteners, the most cost effective way to hang a stringer is with metal hardware. But this one - a Simpson Strong-tie LSU26Z - has been installed incorrectly, since the stringer isn't fully bearing on the connector seat. Another red flag: drywall screws instead of approved connector fasteners have been used to fasten the connector to the framing.
At a cost of a few dollars each for the connectors and recommended fasteners, the most cost effective way to hang a stringer is with metal hardware. But this one - a Simpson Strong-tie LSU26Z - has been installed incorrectly, since the stringer isn't fully bearing on the connector seat. Another red flag: drywall screws instead of approved connector fasteners have been used to fasten the connector to the framing.
Sometimes the stringers are toenailed to the deck framing, an attachment method where the nails aren’t quite as subject to withdrawal. Sometimes this method works—if an adequate quantity of the correct nails is properly installed (there are rules about how to correctly install toenails), and if the wood and the nails maintain their integrity over the life of the deck. That is a lot of ifs.
To avoid extra work and eliminate drop headers, end-nailing, toenailing, and other questionable stringer connection methods, DCA 6 recommends the use of metal hardware specifically designed for stringers, such as Simpson Strong-Tie’s LSCZ or LSSU connectors. At a cost of a few dollars each for the connectors and recommended fasteners, this is the most cost-effective stringer connection method.
But in order to provide both the vertical and lateral support for the stringers, these connectors must be installed according to manufacturer’s instructions. For example, stringers should fully bear on the connector seats. Screws are not allowed—unless specifically allowed by manufacturer’s instructions, and then only manufacturer-supplied screws may be used. Deck screws and drywall screws are not allowed. Finally, the round and oblong holes are there for a reason: They are saying, “Put a fastener here.”
Stringer construction. Almost all stringers on deck stairs are cut stringers. The two most common cut-stringer defects that I see are overspanning and overcutting.
The minimum recommended size for a deck stair stringer is 2x12, which has a maximum recommended unsupported span of 6 feet. Often this maximum span is dangerously exceeded, resulting in overspanned stringers that will deflect and cause the connection at the deck to pull loose and fail. In some cases, overspanned stringers may shear along the wood grain.
The minimum recommended depth of the uncut portion of the stringer is 5 inches. The measurement is to the saw kerf, and it’s common to find stringers with dangerously overcut notches. Stringers that are overcut have the same potential failures as overspanned stringers. In both cases, they can be repaired by installing intermediate support posts