I had a conversation a while back with a contractor who's shop drawing set we 
had rejected out of hand as non responsive to the specifications on a 
particular project. he said something like, "The spec's never mean anything for 
fire sprinklers."  I said, "Well they do now."


Sent from my Verizon Wireless 4G LTE smartphone

-------- Original message --------
From: David Sornsin <[email protected]> 
Date:03/12/2014  10:54 AM  (GMT-07:00) 
To: [email protected] 
Subject: Re: occupancy classification vs occupancy hazard 

I worked for Rapid Fire last year and when putting together a bid, I found
it interesting that the spec for an elementary school had verbiage that I
had written 9 years prior while doing the FPE thing with Mark Sornsin.  An
engineering firm had subbed out a High Expansion Foam job to us, and our
spec apparently then became the basis for their standard sprinkler spec.

Contractors in this industry are so used to schlock spec's that they too
often ignore items added by legitimate EOR's.   If all contractors actually
questioned the ME's prior to bid, and copied the Architect, it would put
pressure on the ME's to clean up their act and actually modify the spec as
needed by the current job.  But few contractors have time, and the ones who
are used to bidding off certain EOR's 'know' what's enforced and what
isn't, thereby giving them a competitive advantage versus anybody not
familiar with that particular engineer.

When I worked with Mark we used to joke about adding a clause at the
beginning of each spec:   "Note: We really, really, really, really mean
what we say in this spec."

David M. Sornsin
Sornsin Fire Design & Consulting
Fargo ND
701.371.0643
[email protected]




On Wed, Mar 12, 2014 at 10:40 AM, Mark A. Sornsin, P.E. <
[email protected]> wrote:

> 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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