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 <[email protected]> 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
> 
> 
> 
> Phone | Fax | Mobile| Text 406-204-4653
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