Maybe the first step in a case like this would be to ask the seemingly 
innocuous questions "what is the work area boundary?"

They may be wise to the fact that 'something' is up, but they won't know what, 
and may be hesitant to arbitrarily declare the whole building as the work area.

Probably not foolproof, but worth a shot, anyway.

Mark A. Sornsin, PE
Fire Protection Engineer
Ulteig Engineers, Inc.
Fargo, ND
Direct:    701. 280.8591
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Rod DiBona
Sent: Sunday, February 08, 2009 1:20 PM
To: [email protected]
Subject: RE: remodel and deficiencies in existing system

We see this often and we address each issue individually and specifically. We 
make sure that we do it in writing to whoever we are contracted to so that it 
flows through the proper channels. I will make this caution however. Read your 
specifications carefully. I have had instances like this come back and bite 
after we were trying to be comprehensive and then had the EOR try to subrogate 
the preexisting conditions back to us via his generic spec. Usually by a clause 
that reads something like "existing conditions to be examined onsite by the 
contractor...." or something to that line. It is complete bullcrap but it 
happens. The key here is to make an effort to NOT throw the EOR under the bus 
with your initial letter. Sometimes it doesn't matter but I think it is the 
best approach.

Rod DiBona
Rapid Fire

________________________________

From: [email protected] on behalf of 
[email protected]
Sent: Fri 2/6/2009 8:54 PM
To: [email protected]
Subject: remodel and deficiencies in existing system



We are renovating a grocery store. The original install was 1989 and the 
sprinkler pipe hangers are not proper (ie.1x 5-0 trapeze hangers supporting 3" 
pipe, hangers attached to bottom chord of trusses, etc.). Existing heads in 
areas not subject to remodel are corroded.
The specs are typical garbage applicable to a new install from 10 years ago.
I intend to notify the GC of the deficiencies formally.
How do some of you other contractors address this?

Forest Wilson
Cherokee Fire

Sent from my Verizon Wireless BlackBerry

-----Original Message-----
From: "A.P.Silva" <[email protected]>

Date: Fri, 6 Feb 2009 20:06:31
To: <[email protected]>
Subject: RE: CEILING CLOUDS - AGAIN


I agree. Not both sets concurrently. The origina post seemed to say deflectors 
below the clouds were 12" below the roof deck. Also it said clouds were 12" 
below the roof deck. Won't that make the deflectors more than 12" below the 
deck, unless of course, concealers were used? If the deflectors were 12" or 
less below the roof deck, I would provide heads below the clouds only.

Tony

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Steve Leyton
Sent: February 6, 2009 5:53 PM
To: [email protected]
Subject: RE: CEILING CLOUDS - AGAIN

If the standard specifies that we don't have to calculate both complements when 
the obstruction is as narrow as 4'-1", I have a hard time imagining what would 
be the basis for a concurrent calculation where the obstruction is (generally) 
much larger.  There's going to be a lot more heat moving past sprinklers below 
narrower obstructions than if they were installed on a 20'
or 30 or wider cloud.  I agree with your premise entirely, that flexible joints 
or unique conditions below the clouds could make them more demanding
- that's what I said too.  And yes, perhaps some will operate above and some 
below, based on leakage of byproduct and heat through and around clouds to the 
deck above, not to the extent that you have concurrent operation of two full 
design areas.
Why would we put them under anything over 4' wide and not calc' those 
concurrently too?

Now I would go the extra mile and say no reduction of the design area for QR, 
just to be on the safe side  ...

Steve Leyton
Protection Design & Consulting
San Diego, CA




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Todd Williams
Sent: Friday, February 06, 2009 4:29 PM
To: [email protected]
Subject: RE: CEILING CLOUDS - AGAIN

Steve,

I'm not sure I agree. Aside from what the book says, I look at this type of 
situation and I have a couple issues with it. Sprinklers at the deck are 
typically uprights directly off a branch line (or perhaps a short sprig).
The pendent sprinklers may be fed by swing joints or flexible drops, which 
could make those sprinklers more hydraulically demanding. This could make the 
area below the clouds the most hydraulically demanding. However, I can't say if 
the ceiling jets on a cloud would be sufficient to activate sprinklers below 
them without the possibly activating sprinkler above.
Without fire tests or other research to verify different, I would assume that 
some combination of sprinklers at the deck and below the cloud would operate. 
Since we are charged by NFPA 13 with calculating the most hydraulically remote 
area, my conclusion is that both levels would have to be calculated to 
conservatively predict what would actually happen.

Typically, sprinklers below obstructions over 4 ft tend to be relatively widely 
spaced and be relatively small compared to the ceiling area. This may not 
necessarily hold true for ceiling clouds, especially given the arrangements I 
have seen. The dynamics of the clouds could be very different than that of a 
few sections of ductwork.

We need some research and testing and hopefully it will happen before a 
significant fire loss.

Todd


At 06:51 PM 2/6/2009, you wrote:
>Do not concur.   If the cloud condition is such that your best judgment
>is to provide a complete complement of sprinklers above, then you would
>calculate either above or below the clouds, as we always have for
>obstructions like ducts and in accordance with the exception spelled
out
>in 22.4.4.6.3 (2007 ed.).    We often use SSP's above clouds and EC's
>below, especially when existing sprinklered buildings are being
>re-modeled or there's tenant turnover in an office shell, so sometimes
>it's two separate calc' areas but not a concurrent calculation of two
>different complements of sprinklers.
>
>
>Steve Leyton
>Protection Design & Consulting
>San Diego, CA
>
>
>
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of
>[email protected]
>Sent: Friday, February 06, 2009 2:21 PM
>To: [email protected]
>Subject: Re: CEILING CLOUDS - AGAIN
>
>And calculate both levels of sprinklers. You have no idea what is
really
>going to happen on a fire.
>
>
>Sent from my Verizon Wireless BlackBerry
>
>-----Original Message-----
>From: "Jeff Hewitt" <[email protected]>
>
>Date: Fri, 6 Feb 2009 16:07:37
>To: <[email protected]>
>Subject: RE: CEILING CLOUDS - AGAIN
>
>
>Travis,
>
>Since we have no specific guidance on this topic, my recommendation is
>that you must protect to deck first, and deal with the obstructions
>second.
>
>With this criteria, I would recommend both above and below the clouds.
>
>Just my thoughts
>
>Jeff Hewitt, PE, SET, SFPE (Professional Member) Corporate Engineer
>241 Hughes Lane
>St. Charles, MO  63301
>
>636-946-0011
>636-946-5172 (fax)
>314-574-6989 (cell)
>
>Fire Sprinklers Save lives.
>Can You Live Without Them?
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of Travis
>Mack, SET
>Sent: Friday, February 06, 2009 3:50 PM
>To: [email protected]
>Subject: CEILING CLOUDS - AGAIN
>
>I have a project with lots of floating clouds.  The clouds slope with
>the roof deck and are 1' below the roof deck.  If I place a sprinkler
>in
the
>cloud, is one req'd in the space above the cloud?  I would normally put
>sprinklers above the clouds, but with the deflector already at 12"
below
>the
>roof deck based on the cloud height, do you really need the sprinklers
>above the clouds?
>
>Please feel free to call if you have any questions or comments.
>
>Travis Mack, SET
>  <mailto:[email protected]>
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>
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080
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