Sounds like argumentum ad populum to me.

On Mon, Nov 16, 2009 at 5:25 PM, <[email protected]> wrote:

> Maybe in the perfect world but in reality it won't happen that way.  I've
> seen too many value engineered projects where one of the first things to go
> is the bldg. structure.  Usually from an engineered bldg to a pre-engineered
> spaghetti noodle design that will barely hold itself up and sure isn't
> taking into consideration all the utility loading. And forget about EQ
> bracing, that would cause someone to have a stroke.  Fortunately none of
> these super-econo model designs required bracing.
>
> In today's economy everything is up for grabs, nothing is exempt.
>
>
> Craig L. Prahl, CET
> Fire Protection Specialist
> Mechanical Department
> CH2MHILL
> Lockwood Greene
> 1500 International Drive
> PO Box 491, 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 Ben Young
> Sent: Monday, November 16, 2009 5:15 PM
> To: [email protected]
> Subject: Re: Hangers
>
> I would still consider that unsavory, because its based on greed.
> Structural steel is one thing that should never be be value engineered.
> Using barjoists that will fold like a house of cards when someone hangs a
> plant from them isn't very smart in my opinion, and it cheapens the long
> term sustainability of construction.  You don't often see issues with
> support when working on older buildings because they actually built them to
> last.  I feel very sorry for anyone that has to retrofit a Target store in
> the next 30-40 years.
>
> The simple solution is to stop trying to save a couple bucks by skimping on
> structural steel, or get a fire protection engineer involved much earlier in
> the process of the building design.
>
> On Mon, Nov 16, 2009 at 4:54 PM, <[email protected]> wrote:
>
> > Unsavory as a substitute for greed and crook is interesting.  Let's
> > not forget ignorance or, more importantly, the ignorance of ignorance.
> > Everyone is correct in that the A/E is one of the worst offenders in
> > this case as they usually only supply specific technical
> > specifications without any really legal language as to who is
> > responsible for all of the spec sections and who coordinates them.
> > Usually, some language may be inferred as the General Contractor is
> > responsible.  While this is true, much gnashing of teeth occurs before
> corrections are made.
> >
> > Case in point is the hanging of large mains on bar joists that are not
> > capable of supporting the actual weight of the water filled pipe, much
> > less the added 250 #.  This is where reinforcement bracing has to be
> > added to the bar joists to support the large pipe.  This is more
> > likely to happen in a spec warehouse project, but could certainly
> > occur in an old building that was never meant to support the added
> > live load that a large sprinkler system presents.  Overall, the entire
> > sprinkler system could be viewed as a uniform load, however large
> > mains supported at 12 or 15 foot centers can present quite a point load
> at their support points.
> >
> > So, who is responsible for this situation?  Who examines the sprinkler
> > contractor's shop drawings and determines the loads?  Who determines
> > that the supports provided by the sprinkler contractor will be adequate
> for the
> > sprinkler pipe alone?   What happens if the sprinkler system load is
> added
> > to the mechanical chilled water and hot water line load supported by
> > the same structural elements?  It would seem that the A/E would have
> > some responsibility in this, but he is already out of the picture by
> > the time the sprinkler shop drawings are done.
> >
> > Thank You
> >
> > Rahe Loftin, P.E.
> > Region 7 - GSA
> > Office - 817-978-7299
> > Fax - 817-978-8644
> > Cell - 817-371-3102
> >
> >
> >
> >
> >
> >             Ron Greenman
> >             <rongreen...@gmai
>  To
> >             l.com>                    [email protected]
> >             Sent by:                                                   cc
> >             sprinklerforum-bo
> >             un...@firesprinkl
> Subject
> >             er.org                    Re: Hangers
> >
> >
> >             11/16/2009 10:10
> >             AM
> >
> >
> >             Please respond to
> >             sprinklerfo...@fi
> >              resprinkler.org
> >
> >
> >
> >
> >
> >
> > Unsavory. Nice. That's the kind of word I love to use in lieu of greed
> > and crook and the like. Unsavory.
> >
> > On Mon, Nov 16, 2009 at 7:53 AM,  <[email protected]> wrote:
> > > Point being, read the contract and the specs very carefully.  There
> > > is
> > much ignorance in the AE realm on what the sprinkler contractor is to
> > do.  Sometimes it's not all ignorance but just some unsavory persons
> > looking for a stooge on which to hang the undesirable or forgotten work.
> > >
> > >
> > > Craig L. Prahl, CET
> > > Fire Protection Specialist
> > > Mechanical Department
> > > CH2MHILL
> > > Lockwood Greene
> > > 1500 International Drive
> > > PO Box 491, 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 Ron
> > Greenman
> > > Sent: Monday, November 16, 2009 10:48 AM
> > > To: [email protected]
> > > Subject: Re: Hangers
> > >
> > > Be careful though because out this way many of the lesser savvy AHJs
> > > are
> > interpreting this to mean that the sprinkler contractor is responsible
> > for proving the building will support the system and so the GCs are
> > learning to specify that in their contracts knowing they'll get
> > backing. Some (both GCs and AHJs) are even trying to require the
> > sprinkler contractor to upgrade the structure if necessary. I have
> > even seen one contract that was trying to pin the soils engineering on
> > the sprinkler guy by requiring he verify that the dirt work,
> > foundations and structure were adequate. Just last week a friend was
> > contractually obligated for $16,000.00 worth of structural upgrades
> > even though not a part of the contract because the AHJ wouldn't
> > release the sprinkler permit until structural calcs were submitted with
> the plans.
> > >
> > > On Mon, Nov 16, 2009 at 7:13 AM,  <[email protected]> wrote:
> > >> I believe the general consensus the last time this was asked was
> > >> that
> > the requirement you quoted pertained to the hanger not the structure
> > as specifying building requirements would be beyond the scope of NFPA 13.
> > >>
> > >>
> > >>
> > >> Craig L. Prahl, CET
> > >> Fire Protection Specialist
> > >> Mechanical Department
> > >> CH2MHILL
> > >> Lockwood Greene
> > >> 1500 International Drive
> > >> PO Box 491, 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 Greg
> > >> Lindholm
> > >> Sent: Monday, November 16, 2009 10:09 AM
> > >> To: SprinklerFORUM
> > >> Subject: Hangers
> > >>
> > >> It's Monday and the brain doesn't seem to be working right.
> > >>
> > >> Section 9.1.1.2 (2002) says that the the hangers shall be designed
> > >> to
> > support the water filled pipe plus 250#. Does the structure itself
> > need to support that much, or just the hanger assembly itself.
> > >>
> > >> Gregory Lindholm
> > >> Metro Fire Protection, Inc.
> > >> 8693 SE 34th Ave.
> > >> Owatonna, MN 55060
> > >> 507-451-9694
> > >> _______________________________________________
> > >> Sprinklerforum mailing list
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> > >>
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> > >> [email protected]
> > >>
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> > >
> > >
> > >
> > > --
> > > Ron Greenman
> > > Instructor
> > > Fire Protection Engineering
> > > Bates Technical College
> > > Tacoma, WA
> > >
> > > Member:
> > > SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
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> >
> >
> > --
> > Ron Greenman
> > Instructor
> > Fire Protection Engineering
> > Bates Technical College
> > Tacoma, WA
> >
> > Member:
> > SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
> > _______________________________________________
> > Sprinklerforum mailing list
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