Modified Guidance on AWP Fall Protection

Words: Dan Kamys

OSHA has rescinded its January 2009 letter of interpretation #20070823-7896 on the use of shock-absorbing lanyards in aerial work platforms (AWPs). The 2009 letter of interpretation had created uncertainty in the industry by suggesting that a manufacturer’s requirement for a minimum anchorage point elevation of 18.5 feet would prevent the use of a fall protection system (six-foot lanyard with shock absorber, full-body harness) in an aerial lift. This question was put previously to OSHA, due to concerns that at times the distance between the platform and the ground would be less than 18.5 feet.

The International Powered Access Federation (IPAF) continues to stand behind its 2007 technical guidance H1, which provides clear and simple recommendations for personal fall protection (PFP) in AWPs. Technical guidance H1 is available in the “Publications” section of www.ipaf.org.

Masonry Repair and Retrofit: Materials and Systems for Long-Term Performance
May 2026

Masonry has defined architecture for centuries, prized for its strength, durability, and timeless aesthetic appeal. From historic sites to modern designs, masonry buildings are durable and visually distinctive. However, exposure to moisture, freeze-thaw c

Rethinking Shelf Angle Design for High-Performance Masonry Walls
May 2026

If you've been around masonry construction long enough, you know the shelf angle is one of those details that’s easy to take for granted. It’s been used the same way for decades, set it at the slab edge, support the veneer, move on. But as building requir

When Schedules Tighten, Experience Shows
May 2026

In construction, schedules rarely open up; they tighten. Weather delays, trade coordination, and last-minute scope changes all add pressure, even on jobs that were planned down to the minute. When that happens, experienced masons don’t start cutting corne

Shelf Angles and Their Impact on Wall Performance
May 2026

Shelf angles have long been a standard component in masonry construction. Installed at the slab edge, they provide support for brick veneer and are often treated as a routine detail. However, as building performance requirements evolve, particularly aroun