John,

Well put. Wouldn't it be great if that discussion started with truly
knowledgeable people at the architectural level?

On Sun, Dec 14, 2008 at 1:53 PM, John Drucker <[email protected]> wrote:
> Thom,
>
> I believe there exists a misunderstanding of exactly what codes and
> standards represent. From a municipal enforcing agency standpoint codes and
> standards represent some level of adequacy with regards to public safety and
> firefighters.  From an Insurance and Owners standpoint some level of
> property and mission preservation. Theres a distinct difference in goals.
>
> Frankly I think some have come to rely on public safety codes and standards
> as universally adequate. On the other hand I have first hand experience with
> stakeholders who exceed adopted codes and standards simply because that's
> the level of protection they deem adequate. Intrestingly our state
> construction code contains public school educational enhancements that
> exceed the requirements of the IBC.
>
> The moral to the story is stakeholders must be educated to understand the
> difference between public safety goals and property and mission preservation
> goals.
>
> John Drucker
> Fire Protection Subcode Official (AHJ)
> Red Bank, NJ
>
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Thom McMahon
> Sent: Saturday, December 13, 2008 4:21 PM
> To: [email protected]
> Subject: RE: Hi Rise Secondary Source ... again
>
> As a friend of my keeps telling people, "The Code is always 100% clear in
> its intention and meaning,---Until the second person reads it."
>
> I really believe that while the codes and standards we use are the minimum,
> what we really are seeking is a "Comfort level" at which we have done a
> reasonable amount to reduce the hazard while admitting that we could do more
> at some additional cost. That comfort level must be felt by all share
> holders. The Owner, Design team, AHJ, Insurance company and the contractor.
> Sounding them out before making an assumption of what they think is good
> enough, before design usually saves many wasted steps.
>
> How much stored water for a secondary source, will always have a different
> set of guide lines for every share holder than what the only source might
> have.
> As I ended the last post on this, Ask the AHJ and insurance underwriter what
> they require. (Their requirements may be different than yours or the codes.)
>
>
> Thom McMahon, SET
> Firetech, Inc.
> 2560 Copper Ridge Dr
> P.O. Box 882136
> Steamboat Springs, CO 80488
> Tel:  970-879-7952
> Fax: 970-879-7926
>
>
> Thom,
>
> I checked IBC after posting. It says the tank is to be sized for 30 minutes
> of the "hydraulically calculated sprinkler demand, including the hose stream
> allowance". There is no mention of standpipe demand.
> I might be wrong, but I have never seen "hose stream allowance" used in
> context of anything but sprinkler calculations. Is it? Please let me know.
> Could it be that the code writers know that a hose stream allowance is part
> of a sprinkler demand calculation and that it might be confusing if they did
> not flat out say standpipe demand if that is what they really meant? I think
> that is a fair assumption, of course sometimes it seems like the code
> committees conspire together over drinks and with rousing laughter to,
> "make'm scratch their heads for hours over this one."
>
> Allan Seidel
> St. Louis, MO
>
>
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-- 
Ron Greenman
at home....
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