Site Class has to do with the types of soil present.

See Section 1613 in the IBC.




James L (Jim) Roberts, PE/SET | FLUOR | Principal Fire Protection Engineer
– Central Engineering | [email protected] | IODC 20.5149 | O
+1.864.281.5149 | www.fluor.com




















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|         |            "Dewayne Martinez"          |
|         |            <[email protected]>         |
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|         |            sprinklerforum-boun...@fires|
|         |            prinkler.org                |
|         |            06/24/2010 05:10 PM         |
|         |            Please respond to           |
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Is the site class used to determine the design category?


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Thursday, June 24, 2010 4:00 PM
To: [email protected]
Subject: RE: seismic design category

Design category is your deciding factor.  For an "A" category you should
have to do nothing special.

But, a few years ago we had a similar situation with concrete anchors so it
could be an owner standard requirement not necessarily based on seismic
issues.

Craig L. Prahl, CET
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
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 Dewayne
Martinez
Sent: Thursday, June 24, 2010 4:55 PM
To: [email protected]
Subject: seismic design category

What is the difference between the "seismic site class" and the "seismic
design category"?
I have an engineer who is making us install "cracked concrete approved"
inserts based upon
a seismic site class C.  The structural drawings also show a seismic design
category A.
I thought that the design category is what we use to determine if seismic
hangers are required?
Here is Wisconsin we don't see this so this I am a bit confused.
Thanks,
Dewayne
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