Agreed.  Though these questions are best asked during the bidding process, not 
during shops review.

Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection Engineer | 
Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
http://www.kfiengineers.com

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of 
[email protected]
Sent: Wednesday, March 12, 2014 10:10 AM
To: [email protected]
Subject: RE: occupancy classification vs occupancy hazard

When you have to specify a non-standard design criteria it's best to provide 
some clarification in the documentation as to why you chose what you did.  It 
could help prevent these types of questions (or at least minimize them 
somewhat).

Craig L. Prahl, CET
Fire Protection Group Lead
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29303
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Mark A. 
Sornsin, P.E.
Sent: Wednesday, March 12, 2014 10:49 AM
To: [email protected]
Subject: RE: occupancy classification vs occupancy hazard

My comparable story relates to a small town community wellness center. It 
included Gymnasium spaces, swimming, etc.  We were hired only to provide a 
'performance specification', but we thought it might be novel to include 
performance criteria...

For the gymnasium we talked with the architect about potential uses beyond 
athletics, and he confirmed that there could be trade shows, receptions, etc.  
We specified OH II.  The contractor submitted shops to the Fire Marshal who 
commented that the Gymnasium didn't require OHII, just Light haz., so naturally 
the contractor wanted us to allow the LH design. I don't blame them, but this 
highlights what we're discussing on this thread: classification and hazard are 
different animals. Sometimes a gymnasium, is just a gymnasium; sometimes a 
banana, is just a banana; and sometimes the engineer has done his homework and 
specifies a design for a good reason.

Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection Engineer | 
Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
http://www.kfiengineers.com

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Curtis 
Tower
Sent: Wednesday, March 12, 2014 7:43 AM
To: [email protected]
Subject: RE: occupancy classification vs occupancy hazard

It seems that semantics are everything in this industry; however, certain terms 
tend to be used interchangeably by certain people.  Code vs. Standard, hazard 
occupancy vs. IFC occupancy group, etc.  I've had very heated discussions with 
GC's and MEP's concerning the differences.  I once had a full blown argument 
with an individual over a "community center" project in a small Texas town 
which was blanket classified as IFC Group A-3.  As we later found out, every 
third weekend, this community center, which had a large, multi-court gymnasium 
would be hosting a swap-meet inside.

Now, correct me if I'm wrong, but what would have been considered a light 
hazard occupancy per the standard is being utilized as an IFC Group "M" or 
"S-1" occupancy which would necessitate a higher density requirement per the 
standard.  Given that it's a "swap-meet" there is absolutely no telling what 
sort of commodities might be present.  I imagine that the commodities would not 
exceed 8'0" under most any circumstance and the majority of the merchandising 
would be on collapsible tables, but I was attempting to apply a conservative 
approach by implementing an ordinary hazard II density.

Curtis Tower

-----Original Message-----
From: Brad Casterline [mailto:[email protected]]
Sent: Monday, March 10, 2014 10:48 AM
To: [email protected]
Subject: Re: occupancy classification vs occupancy hazard

Humble enough, Sir Roland.
I will have to think quite a bit more about everything else you said, however.

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