Questions Answered: Making Wood Connections Work for Two-Hour Fire Walls

In this post, Paul McEntee follows up on our July 25 webinar, Making Wood Connections Work for Two-Hour Fire Walls, by answering some of the interesting questions raised by attendees.

We presented an hour-long webinar recently about using fire wall hangers in Type III wood-frame buildings, how they are tested and what the code requirements are for these buildings. In case you weren’t able to join our discussion, you can watch the on-demand webinar and earn PDH and CEU credits here.
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Why Fire-Rated Hangers Are Required in Type III Wood-Frame Buildings

One of the first mixed-use designs I worked on as a consulting structural engineer was a four-story wood-frame building over two levels of parking. Designing the main lateral-force-resisting system with plywood shearwalls was a challenge for this project that required new details to meet the high design loads. The high overturning forces were resisted using the Simpson Strong-Tie® Strong-Rod™ anchor tiedown system, which incorporates high-strength rods, bearing plates and shrinkage compensation devices.
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