I question if they need to be listed at all? Other details show staples, #8
self-tapping screws for steel, 1/4" wood eyelets, etc... I can't imagine
any of these are listed for EQ zones? Pipe EQ bracing it is clear, they
have to be listed but I don't see where fasteners for restraint need to be?

Best regards,

*Joe Burtell, SET, CFPS*

[image: Burtell Fire_Small]

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On Thu, Apr 11, 2019 at 7:47 AM Travis Mack <tm...@mfpdesign.com> wrote:

> Are they listed for use in seismic applications? If so, I would believe
> you are good. If they aren’t listed for use in Seismic applications then
> not permitted.
>
> Travis Mack, CFPS, CWBSP, RME-G, SET
> 480-505-9271
> MFP Design, LLC
> www.mfpdesign,com
> Send large files to MFP Design via:
> https://www.hightail.com/u/MFPDesign
>
> Sent from my iPhone
>
> On Apr 11, 2019, at 6:44 AM, Joe Burtell <j...@burtellfire.com> wrote:
>
> Are there any restrictions on using power-driven studs for branchline
> restraint? In the diagram, they show what looks like a wedge bolt anchor
> but I can't see where there is any size or requirements given for fasteners
> used for branchline restraint.
>
> <image.png>
>
> Best regards,
>
> *Joe Burtell, SET, CFPS*
>
> [image: Burtell Fire_Small]
>
> Phone | Fax | Mobile| Text *406-204-4653 <++1-406-204-4653>*
>
> 116 N. 11th Street | Billings, MT 59101
>
> Email: j...@burtellfire.com
>
> Web Site: http://www.burtellfire.com
>
> *“**The bitterness of poor quality remains long after the sweetness of
> low price is forgotten.**”*
>
> *NOTICE:*  The information contained in this e-mail transmission is
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