Hi Todd,

I did not see a response from Chris yet.  Can you forward that to me?

Thanks,
Cliff
-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Todd Williams
Sent: Thursday, November 11, 2010 5:33 AM
To: [email protected]
Subject: Re: Seismic Question

Cliff,

Chris is on the right track. There is nothing I know of that provides 
"blast protection" for sprinkler systems. The impact loading of a 
blast is probably a lot more severe than an earthquake and what we 
normally use might not do much of anything. The EOR needs to provide 
you with specifics. I would start with an RFI stating that there is 
currently no bracing listed for blast protection and to advise on 
materials and methods.



At 05:58 PM 11/10/2010, you wrote:
>  I have an unusual situation on a project and would like some opinions.
>
>We are currently doing a project where seismic bracing has been specified
>for 'blast protection' (or something like that).  The project is not in a
>zone that would otherwise require seismic protection.  So here is my
>question.
>
>Are restraining straps required to be installed on the beam clamps?
>
>Now before you answer, consider this - NFPA 13 2007 - 9.3.7.1 - C-type
>clamps ... used to attach hangers to the building structure IN AREAS
SUBJECT
>TO EARTHQUAKES shall be equipped with a retraining strap.
>
>Ok, now what is your opinion?
>
>Thanks,
>
>Cliff Whitfield, SET
>President
>Fire Design, Inc.
>850-526-1886
>
>[email protected]
>www.fire-design.com
>
>
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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