Can a seismic restraining strap, when used in conjunction with a C-type beam clamp, have the locknut on the clamp that's used for securing the bolt also be used to secure the seismic strap? Any advice would be great - I'm not able to get a cutsheet for the Caddy 300 clamp and a 35 Seismic Restraining Strap. Thanks for any advice.
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8 Comments
Pete H
3/18/2024 06:56:13 am
https://www.nvent.com/en-us/caddy/products/300-universal-beam-clamp-0/pdf?measure_system=imperial
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Glenn Berger
3/18/2024 08:18:29 am
The answer to the question of "can it?" is yes. The way the photo shows it, is the way I have seen it done.
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Brian Gerdwagen FPE
3/18/2024 08:18:54 am
Yes. It can be used as shown. But I would caution calling it "Seismic Restraint." It is required in seismic zones, but only to prevent the c-clamp from walking off the beam. It does nothing to restrain the piping. Other solutions are needed for that.
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Anthony
3/18/2024 08:44:47 am
Looks fine to me. The 'listed' straps for beam clamps I've seen always have a hook and are just held on to the I beam with friction and bending the strap over the far edge of the beam.
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RYAN HINSON
3/18/2024 10:40:35 am
One needs to carefully review the cutsheet of the retainer strap being used and make a call to the mfgr if necessary. I have looked up several from several manufacturers including Cooper B-Line (Tolco) Fig. 69 and 69R, Anvil 89X, and Caddy 35RS. They all have their own unique requirements. It should be noted that Cooper B-line includes the following:
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Jack G
3/18/2024 10:46:18 am
Looking at the picture, I would not install the strap or anything between the beam clamp locknut and beam or structure.
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Jimmy
3/20/2024 09:25:14 am
NFPA 13-21
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Jimmy
3/20/2024 09:34:22 am
Reviewing the photo I would also say the strap is not tight on the beam flange. if the clamp moved the distance of the gap it would be close to coming off the beam flange. All cut sheets I have viewed show zero gap when installed.
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