I see where everyone is coming from about ignoring the walls but in
reality will the fire ignore the walls?  Plenty of times where I have
done a tenant finish on a shell strip mall supplied by a grid system in
which the walls separating the tenants are 1hr rated.  Calc it per NFPA
13 and you may pick up heads both in the shell space and the tenant but
wouldn't the fire tend to travel within the tenant first and set off
these heads before burning through the rated walls?  I have calc'd it
per NFPA 13 only to be rejected by the AHJ for this argument!
Thanks,
Dewayne

-----Original Message-----
From: Sprinklerforum
[mailto:[email protected]] On Behalf Of
Brad Casterline
Sent: Thursday, May 22, 2014 8:54 AM
To: [email protected]
Subject: RE: Area/Density Method and Walls

"The designed system has little to do with physics or reality."

Roland, I did not want to take your statement out of context completely,
because I know how much that hurts sometimes, so I did not trim this
thread.

I am always trying to quantify things as best I can so here is my shot:

At the time calculations were being accepted into NFPA 13 the 'reality'
was that pipe scheduled systems had worked for 90 years.
In order for proposed changes to be accepted (then and now I guess) an
equivalency of some sort had to be shown, and that is where the
'physics'
came in, along these lines: given a certain water supply, what flows
will a scheduled system produce? Now, for the sake of economy, how much
can we beef it up here and slim it down there and still get equivalent
results; mix a little fluid mechanics theory with a lot of water flow
measurements and...
BOOM! the density/area curves where born.

So calculated systems using the density/area curves are nothing more
than reconfigured pipe scheduled systems at their roots.

This is just my current understanding, and if it is mostly correct, it
makes real and perfect physical sense (to me anyway) ;)

Brad Casterline, SET

ps- I think calcs were a quantum leap in fire sprinkler design, and I
think the future WILL involve 'fire having something to do with it'.
 

-----Original Message-----
From: Brad Casterline [mailto:[email protected]]
Sent: Wednesday, May 21, 2014 12:12 PM
To: 'Roland Huggins'; 'SprinklerFORUM'
Subject: RE: Area/Density Method and Walls

Three people took NFPA 13 from pipe scheduled to calculated:
Jack Wood, Lin McCool, and Hasu Doshi.
The Density/Area Curves "had nothing to do with fire" according to Hasu,
the only one of the three still alive.
The calculations were performed to see if they could get mains from 8"
to 6"
by making the lines a little bigger and still get the same total flow.
So Chris, if you were pipe scheduling your set-up you would ignore the
walls, right? So there is your answer.
When I said I would consider any barrier I mean I would see in full
color 3D the flames and smoke and sprinkler spray of what I think would
probably happen, but what I would calc and print and walk the 40 feet to
where my supervising FPE of ~35 years, Hasu Doshi, is, I will have
ignored the walls.
Hope that helps Cecil.

Brad Casterline
Designer Member, AFSA

-----Original Message-----
From: Roland Huggins [mailto:[email protected]]
Sent: Wednesday, May 21, 2014 10:41 AM
To: SprinklerFORUM
Subject: Re: Area/Density Method and Walls

Actually a good question.

Generally speaking you ignore the walls (exception the room design of
course and others like small systems where you simply add additional
water to the calc).  The designed system has little to do with physics
or reality.  I've yet to see a pendent sprinkler discharge water in a
10X13 rectangle, the amount of water hitting the flow is NOT equal to
the assigned density (even IF it did flow uniformly throughout the
pattern which it doesn't), friction loss through fittings is not well
accounted for from an academic standpoint, if you move the sprinkler an
additional 6" off a wall it will greatly increase the required pressure
but do you think it will really affect the performance, unbounded fires
do burn in a relative circle but the design as never been based on that
etc etc.  The reality of the design is that it is a well defined process
whereby different people get relatively similar results AND IT WORKS to
control the fire.

As such, for a new design, the approach ensures that a fire located
anywhere will be controlled by assigning the remote area in the most
hydraulically demanding location regardless of walls.  When modifying a
system, you will not find anything that relaxes this conservative
approach.  So if you are looking for a get out of jail card, get
comfortably because you're staying in jail.  Now as an engineer
evaluating a modification, one could challenge the conventions of the
standard and I believe still have an adequate system.
If one is thinking to avoid lawsuits, don't be an engineer (or
contractor for that matter).  I know of a case where the building burned
down and the control valve was known to be closed and RECORDED as such
for 6 months before the fire.The contractor is still being sued - UFB.

Somewhat what Cecil said with a touch of my opinion that is not I say
not (think of the big chicken from Looney Tunes Foghorn Leghorn
pronouncing
that) to be considered an interpretation for NFPA 13 or any other NFPA
standard (with a few less THE's).

Roland Huggins, PE - VP Engineering
American Fire Sprinkler Assn.       ---      Fire Sprinklers Saves Lives
Dallas, TX
http://www.firesprinkler.org





On May 20, 2014, at 5:12 PM, Cahill, Christopher <[email protected]>
wrote:

> I can't believe I'm asking this question after all these years.  
> Anyway,
swallowing pride and asking.
> 
> 2010 NFPA 13 strict Density/Area method 11.2.3.2 and 22.4.4.1.1.  
> Great
big room being subdivided. Existing system with a new wall added between
heads on a BL.  Contractor had to add a head on one side to preserve the
existing spacing (area) of the heads.  Without head over 130 sq.ft.  I
take the 1.2 ^.5 of the area and get 46.5' required along the BL.
Original system lets say calc'd 5 heads on the BL.  But now in the same
46.5' there are 6 heads on the BL.  Do I ignore the wall and require a
new calc?  What if the wall is rated 1 hour do I ignore it?
> 
> I looked all over and can't seem to find anything definitive. Room 
> design
is out so not a consideration.  22.4.4.1.1.1 simply says all the heads
in the 46.5'.  I can't find anything that says either to count the wall
as a break so measure 46.5' from the wall in each direction and still
see if there are 5 head or ignore it and there are now 6 heads.  I find
11.1.2 that clarifies to extend the density or not.  I don't think
that's applicable exactly. The question is not about whether to extend
the density on either side. Let's just say it's all OH.
> 
> It gets a little more complex as on the one side of the wall they cut 
> a
head in on the BL but on the other side there is a perpendicular new
wall and they come off same BL and arm over to two more head so if I
ignore the walls there are now 8 heads off the 1 BL.
> 
> Prefer a code section or written reference 'cuz this is going to be a 
> big
deal if we ignore the walls.  Ordinarily with unrated walls they are
ignored in density/area (of course can't find that reference).  I think
I'm getting tripped up with the rated portion? Or maybe I'm just
tired????
> 
> Chris Cahill, PE*
> Associate Fire Protection Engineer
> Burns & McDonnell
> Phone:  952.656.3652
> Fax:  952.229.2923
> [email protected]<mailto:[email protected]>
> www.burnsmcd.com<http://www.burnsmcd.com/>
> *Registered in: MN
> 
> 
> Proud to be #14 on FORTUNE's 2014 List of 100 Best Companies to Work 
> For
> 
> 
> 
> 
> _______________________________________________
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>
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