General Roof Inspection: Roof Framing, Part
3
by Kenton Shepard and Nick Gromicko
ROOF TRUSSES
Roof trusses are engineered roof framing
systems in which the main components -- roof trusses -- are designed by structural engineers, and then assembled in a manufacturing
facility before being delivered to the job site by truck.
Let’s take a look at how trusses
are built.
Trusses are manufactured in a wide variety
of configurations and have been around since the early 1950s. Trusses have to be engineered correctly, so if you see trusses
fastened together with plywood gussets instead of rings or gangnails...
… you’re looking at a non-professional
design, and you should recommend evaluation by a structural engineer.
In this photo of the same home,
you can see that roof leakage has caused wood decay of the plywood gusset. By the time decay becomes visible; wood may have
lost up to 50% of its strength, so decay is one more reason to recommend evaluation by a structural engineer.
Most roof trusses are designed to bear on the exterior walls only. Trusses touching interior walls can transfer
roof loads to walls not designed to carry a structural load.
Trusses touching interior
walls can also create point loads on trusses at points not designed to support point loads. In rare cases, this has resulted
in “exploding trusses.”

As you can see in the image above, the bottom chords
of trusses should be fastened to the tops of interior, non-bearing walls with slotted clips which allow for some vertical
movement of the trusses. Movement is usually related to changes in the moisture content of the wood trusses. This can be a
response to changes in relative humidity or other conditions which cause moisture level fluctuations in attic spaces.
Truss movement can also result when roof loads exceed the structural design loads of the trusses, as might
happen with the accumulation of lots of wet, heavy snow in an area that seldom gets snow.
Trusses are usually braced with a system of 2x4s and
1x6s when they’re installed. The locations of bracing can be different for different truss designs, and you’ll
have no way of knowing what the requirements are. Trusses are often installed with blocks at the roof peak and above the outside
walls, but these are not always required. So, in your report, don’t call missing blocks or bracing a defective
condition.
Look for signs of failure.
Trusses out of plumb are
poor-quality construction but may be stable. If they’re badly out of plumb, mention that in your inspection report.
Look for broken or damaged truss components, and comment on them in your report.
Trusses
should never, ever be structurally altered in any way without approval from a structural engineer. If you see trusses which
have been cut or reinforced, recommend evaluation by a structural engineer.
Trusses
sometimes rest in hangers instead of bearing on a wall. When this is the case, check the fasteners carefully. These hangers
were fastened with roofing nails, and that’s a defective installation.
Here’s the garage of the house. The neighbor
told the inspector that the roof of the garage next door had collapsed during a big snowstorm the previous year.
It's easy to see that the trusses have been altered.
Plywood gussets were added at a connection that would typically have had metal gangnails installed.
In the rare instances in which alterations involving
plywood gussets have been approved by a structural engineer, gussets usually have backing for perimeter nailing installed,
are glued with a special construction adhesive (such as PL Premium), and are heavily nailed, with nails every two or three
inches or so. You should see lots of nails and glue squeezing out of joints. As you can see in the photo above, that
wasn’t the case here.
Looking over to the wall, notice that the hangers seem
to be small for the load they're carrying.
The hangers turned out to be sized for a 2x4, which
is far too small for the roof load they are carrying. They were fastened with a total of four gold deck screws
each! The deck screws are a serious defect, rated far below acceptable hanger nail strength.
In
addition to that, they were installed through drywall, which does not support the shaft of a fastener the way wood
does.
The problems
don’t end there. If you look closely at the gangnail, you can see that it has been damaged and the spikes are no longer
embedded in the wood. Instead, the gangnail is attached by a couple of nails which have been bent over.
This roof
is structurally inadequate and dangerous. It needs to have corrections designed by a structural engineer, and bids from qualified
contractors for making the corrections. Corrections needed to be completed as soon as possible.
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