It would be interesting to see a cost comparison on that project if in fact you 
could eliminate e.q. bracing on systems within the building if the building 
itself was isolated enough to prove them unnecessary.


Craig L. Prahl, CET   
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[email protected]
http://www.ch2m.com 


-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Steve Leyton
Sent: Thursday, June 18, 2009 10:37 AM
To: [email protected]
Subject: RE: Seismic Protection

A much better explanation; I would also add that overseas seismic
engineering practices are leaking into the US A&E community.   The
Japanese have been putting buildings on isolators for several years and we are 
currently working on a project designed by a Japanese/American JV that will 
consist of a 3-story museum, over a basement, all sitting on dampers that in 
turn sit within a giant concrete tub that is sitting on
grade.   The degree of isolation is hard to fathom - something like 85%
of seismic forces are absorbed by the isolation system.   The trick on
this one is how are the structural engineer and I goin to convince an AHJ in 
the San Francisco Bay Area that the building doesn't require
radical seismic bracing?   

Steve Leyton
Protection Design & Consulting
San Diego, CA



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of ParsleyConsulting
Sent: Thursday, June 18, 2009 7:23 AM
To: [email protected]
Subject: Re: Seismic Protection

What Craig said.

There's information in ASCE7 and the IBC that will help you determine whether 
or not your project is required to follow the rules for seismic protection, 
which is considerably more extensive than just bracing.

And there are no more seismic zones, it's now based on information regarding 
the position of the site relative to faults or seismic activity areas, and 
there is important data from the USGS (available free on their website) 
necessary to determine those values.

In short, what you're looking to determine is the "Seismic Design Category", 
which is designated as A through F.

In category A and B there are no requirements for seismic protection of 
sprinkler systems.

In category C the protection requirements are based on complying with the 
information in the '02 edition of NFPA-13

In category D and E you must follow the requirements of ASCE7 with respect to 
horizontal force and pipe displacement, which can be achieved

by following the guidelines in the '07 edition of NFPA-13.

In category F you may as well buy some kind of rubber isolators because you're 
floating on mud.  Well, maybe not quite, but the civil and structural engineers 
for the project are already going to be well aware of the conditions and will 
most likely give you some excellent guidance on what to do.

Chapters 11 and 13 of ASCE7-05, and section 1613 of the '06 IBC contain 
somewhat identical information on how to determine the seismic design category.
--
PARSLEY CONSULTING
Ken Wagoner, SET
760.745.6181 voice
760.745.0537 fax
[email protected] <mailto:[email protected]> e-mail 
www.ParsleyConsulting.com <http://www.ParsleyConsulting.com> website IMPORTANT 
NOTICE: This correspondence is not a Formal Interpretation issued pursuant to 
NFPA Regulations. Any opinion expressed is the personal opinion of the author 
and does not necessarily represent the official position of the NFPA or its 
Technical Committees. In addition, this correspondence is neither intended, nor 
should it be relied upon, to provide professional consultation or services.


Phil Nawrocki wrote:
> We are in Phoenix, seismic zone #1.
>
> Regards,
> Phillip H. Nawrocki
> Design Manager
> National Fire Sprinkler, Inc.
> 1544 W. Grant St.
> Phoenix, AZ 85007-3314
> (602) 712-1180 Phone  Ext #33
> (602) 712-1260 Fax
> [email protected]
> Fire Sprinklers Save Lives!
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Jay
White
> Sent: Thursday, June 18, 2009 6:24 AM
> To: [email protected]
> Subject: RE: Seismic Protection
>
> Are you in a seismic zone?
>
>
> Jay White
> Estimator/Design Manager
> Dynamic Fire Protection
> 1807 Hwy. 25 South
> Starkville, MS 39759
> Phone: 662-324-1550
> Fax: 662-324-1545
> Cell: 662-312-2426
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Phil 
> Nawrocki
> Sent: Thursday, June 18, 2009 8:07 AM
> To: [email protected]
> Subject: Seismic Protection
>
> Good Morning. We would like to know what determines when seismic 
> protection is required in buildings. We know NFPA #13 tells us how to 
> install the protection, but not when it is required. Thank you.
>
>
>
> Regards,
>
> Phillip H. Nawrocki
> Design Manager
> National Fire Sprinkler, Inc.
> 1544 W. Grant St.
> Phoenix, AZ 85007-3314
> (602) 712-1180 Phone Ext #33
> (602) 712-1260 Fax
> [email protected]
> Fire Sprinklers Save Lives!
>
>
>
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