Mastering Roof Inspections: Roof Framing, Part 2

by Kenton Shepard and Nick Gromicko
 

The purpose of the series “Mastering Roof Inspections” is to teach home inspectors, as well as insurance and roofing professionals, how to recognize proper and improper conditions while inspecting steep-slope, residential roofs. This series covers roof framing, roofing materials, the attic, and the conditions that affect the roofing materials and components, including wind and hail.

 

 
 
METAL CONNECTIONS and FASTENERS
 

Rafters may be connected with metal hardware or just nailed to the ridge. Rafters on one side of the ridge will be nailed through the ridge, and those nails will be hidden behind the opposing rafters. The opposing rafters will be toe-nailed. The proper nailing scedule for toe-nailing rafters is three nails in one side and two in the other.

In roof framing, there are a lot of places where framing members connect. Requirements for these connections have changed over the years, but you can still identify basic defects.

Structural engineers have to calculate the loads on connections between framing members and specify hardware that will support those loads. Fasteners are what attach metal connectors to wood framing members. In order to ensure safe connections, fasteners of the right metal alloy and of the correct minimum diameter and length have to be used.

When a workman uses a roofing nail instead of a hanger nail at a structural connection, that connection will be much weaker because roofing nails are weaker than hanger nails. Roofing nails are designed to anchor roofing materials against uplift, not to support a structural load.

If fasteners are used that are inadequate in strength, the connection may fail.

Fastener Failure

Fasteners can fail in one of two ways: withdrawal or shear.

Withdrawal simply means that the fastener pulls out. When withdrawal causes failure, the force causing the failure is parallel to the shaft of the fastener.

Shear failure is caused by a force perpendicular to the shaft of the fastener. The fastener bends and breaks as if it had been sheared off by a guillotine.

It’s important that you be able to identify proper fasteners. The following are all acceptable, but the most commonly used, acceptable nails are 16-penny (16d) checker-head, or #8d and #10d hanger nails. Of the two 10d shown in the photos below, the first one is galvanized, and the second one is not galvanized.

                                  

Although any nail with a number cast into the head is acceptable, not all acceptable nails are numbered, so look closely. Acceptable nails tend to have thicker heads.

These are examples of nails NOT ACCEPTABLE for use with metal connectors. Finding the 8-penny, checker-head sinker installed is an especially common defect

Building department officials often pass structures in which many connectors were fastened with 8-penny, vinyl-coated sinkers, but they shouldn’t have. Eight-penny, vinyl-coated sinkers used with metal connectors are a defective installation.  So many connectors have been installed with 8-penny, vinyl-coated sinkers without being called out as a violation by building department officials that you should not recommend replacement unless you find them on heavy steel connectors.  Instead, recommend evaluation by a structural engineer and let him be the one to jam the crowbar into the spokes of the transaction. He may also say it’s fine, but you should pass the liability on to the engineer.
 

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Learn how to master a roof inspection from beginning to end by reading the entire InterNACHI series: Mastering Roof Inspections.
 
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Mastering Roof Inspections:  Roof Framing, Part 1 and Roof Framing, Part 3
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