Time for me to swear-off posting from memory and hear-say...

:)
On Apr 25, 2016 4:47 PM, <[email protected]> wrote:

> Careful now, note "d" is only if the building didn't require sprinklers.
> There's a lot to this issue than just a Table and one note.
>
> Who is saying to protect the structure and what parts of the structure in
> particular and why and to what resistance rating?
>
> We live in a world of gloriously optimistic anticipation that every
> sprinkler system will perform flawlessly and exactly as designed when
> called upon to perform its duties.  But those insurance guys, now they
> might have a different perspective.  ;)
>
> NOTE: New address and phone numbers
> Effective 4/11/2016
> Craig L. Prahl
> Fire Protection Group Lead/SME
> CH2M
> 200 Verdae Blvd.
> Greenville, SC  29607
> Direct - 864.920.7540
> Fax - 864.920.7129
> CH2MHILL Extension  77540
> [email protected]
>
>
>
> -----Original Message-----
> From: Sprinklerforum [mailto:
> [email protected]] On Behalf Of Brad
> Casterline
> Sent: Monday, April 25, 2016 5:40 PM
> To: [email protected]
> Subject: RE: Fire proofing and column protection for non-storage
> applications
>
> ok, 'note d' from the table then.
> And wouldn't we get into endless difficulties, as sprinkler system
> desiners, if we could not count on everything working as designed?
> On Apr 25, 2016 4:30 PM, <[email protected]> wrote:
>
> > Yes there can be requirements to provide fire resistive rated steel
> > framing in various occupancies.  But that should not concern you as
> > the sprinkler contractor unless someone has identified using column
> > spray as the means to achieve their fire resistive rating based on the
> > allowance of such within the fire code.
> >
> > Different Construction Types as defined within IBC 602 require
> > different parts of a structure to be provided with various fire
> resistance ratings.
> >
> > As an example, if you had a building that did not require sprinklers
> > per code but that required 1-hour fire resistance rating on steel
> > columns, per Table 601 note "d." by putting in automatic sprinklers
> > you would satisfy the 1-hour rating requirement.  BUT, if the building
> > already required sprinklers per code, those required sprinklers would
> > not count towards satisfying the 1-hour rating.
> >
> > Now if the resistance rating is 2-hours or more, you are out of the
> > picture and passive protection must be used unless you want to do some
> > "time-to-failure" type calculations on the structural elements
> > requiring protection and prove your sprinkler flow will meet the
> > requirements but most insurers I've dealt with would prefer passive
> > fire protection of structures in lieu of active (sprinklers) since any
> > impairment to the sprinkler system could result in you having no
> > protection for the structure at all.  At least with passive
> > protection, if applied and maintained properly, there is protection
> > regardless of whether or not mechanical systems fail.
> >
> > NOTE: New address and phone numbers
> > Effective 4/11/2016
> > Craig L. Prahl
> > Fire Protection Group Lead/SME
> > CH2M
> > 200 Verdae Blvd.
> > Greenville, SC  29607
> > Direct - 864.920.7540
> > Fax - 864.920.7129
> > CH2MHILL Extension  77540
> > [email protected]
> >
> >
> >
> > -----Original Message-----
> > From: Sprinklerforum [mailto:
> > [email protected]] On Behalf Of Brad
> > Casterline
> > Sent: Monday, April 25, 2016 4:17 PM
> > To: [email protected]
> > Subject: Re: Fire proofing and column protection for non-storage
> > applications
> >
> > Speaking only as someone whom has been pestering the Code People in
> > adjacent cubicles for several years, from IBC:
> > In a one story steel structure, whether Assembly or Storage, if
> > sprinklered, the columns would require no fire resistive rating, the
> > kicker being a non-stated but accepted 'note e', I think, type
> > understanding that sprinklers provide a One Hour defacto rating, if
> > they are not used for height and/or area increases.
> > So in your case, if the situation was such that your columns required
> > 2 hours resistance, it is questionable whether or not column
> > sprinklers would provide that extra hour, whether Assembly or Storage.
> > My feeling is it would be fine, but I have only modeled the max temp
> > of non-sprinklered columns, for one hour.
> > I think if you posted some detail some of the Code Gurus could put the
> > thread to bed in hurry :) On Apr 25, 2016 9:36 AM, "rongreenman ." <
> > [email protected]> wrote:
> >
> > > Look in your building and fire code. 13 tells you how, not when.
> > >
> > > On Mon, Apr 25, 2016 at 5:07 AM, Mark Phillips
> > > <[email protected]>
> > > wrote:
> > >
> > > > Sounds like an alternate means and methods
> > > >
> > > > I have seen it done using NFPA 15 as a guide. (usually exposure
> > > protection)
> > > >
> > > > I seem to recall having to do it in an aircraft hanger also NFPA
> > > > 409
> > > >
> > > > Its Monday and coffee level is low but hope that points you in the
> > > > right direction
> > > >
> > > > Mark Phillips
> > > > Project Manager
> > > >
> > > > Celebrating 90 Years in Business
> > > > Bolton Construction and Service, LLC
> > > > 1623 Old Louisburg Road
> > > > Raleigh NC, 27604
> > > > Ph:  919-861-1500
> > > > Fax: 919-834-4835
> > > > www.boltonservice.com
> > > > Since 1925
> > > >
> > > > Residential / Commercial:    Plumbing    *    Heating    *   Air
> > > > Conditioning    *    Electrical    *    Generators    *    Fire
> > Sprinkler
> > > >
> > > >
> > > >
> > > > -----Original Message-----
> > > > From: Sprinklerforum [mailto:
> > > > [email protected]] On Behalf Of Sean
> > > Lockyer
> > > > Sent: Monday, April 25, 2016 1:47 AM
> > > > To: [email protected]
> > > > Subject: Fire proofing and column protection for non-storage
> > > > applications
> > > >
> > > > Is there a requirement for the fire proofing and/or column
> > > > protection of steel columns in non-storage applications ? Every
> > > > mention of fire
> > > proofing
> > > > and/or column protection in NFPA 13 involves this taking place in
> > > > a
> > > storage
> > > > occupancy such as tire storage, rack storage, etc.
> > > >
> > > > However, is there a separate requirement for the fire proofing of
> > > > steel columns in say, assembly occupancies ? If there is, where
> > > > would I find
> > > this
> > > > ? In addition, is column protection an acceptable alternative in
> > > > such an instance. For clarification, I am NOT referring to the
> > > > fire proofing of steel bar joists in office buildings, etc.
> > > >
> > > >
> > > >               Sean Lockyer
> > > >               Project Designer                               4617
> > > > Parkbreeze Court
> > > >               Cell    386-279-1197
> > Orlando,
> > > > Florida 32808
> > > >               [email protected]              Phone:
> > > > 407-816-9101
> > > >               www.AITLifeSafety.com                       Fax:
> > > > 407-816-9104
> > > >
> > > >
> > > > _______________________________________________
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> > > >
> > > >
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> > > kl
> > > er.org
> > > >
> > > >
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> > > kl
> > > er.org
> > > >
> > >
> > >
> > >
> > > --
> > > Ron Greenman
> > >
> > > 4110 Olson Dr., NW
> > > Gig Harbor, WA 98335
> > >
> > > [email protected]
> > >
> > > 253.576.9700
> > >
> > > A problem well stated is a problem half solved. -Charles F.
> > > Kettering, inventor and engineer (1876-1958)
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> > > er.org
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