Thanks! We will have a pump but...the water supply (gpm) seems too low for the 
demand especially factoring in hose allowance.

David Bryan
fpii
-----Original Message-----
From: Todd Williams - FPDC <[EMAIL PROTECTED]>
To: [email protected]
Sent: Wed, 9 Jul 2008 10:55 am
Subject: Re: Water supply question


Without doing any engineering and no other information, I would say probably 
not. According to A.5.6.3, cartoned carpet tiles are a Group A plastic. The 
latex foam pads are another bundle of joy. 55psi may not be enough to handle 
the demand. More engineering is needed on this project to make an actual 
determination. (Disclaimer: my opinion only and may not have any basis in fact) 
 
 
At 10:10 AM 7/9/2008, you wrote: 
 
>I am looking at a 25,000 sq foot former >manufacturing facility that is being 
>renovated >and a wet system is being provided. A storage >area- 4700 sq ft. 
>will contain rolled up rugs >(nylon type  and latex foam pads) that will be 
>>stored on 12 foot high racks along with boxes of >water based adhesive and 
>carpet tiles. The >storage area has a 20 foot high ceiling with >30” steel 
>joists and masonry construction. I >was told that by an outside source that 
>FM >Global has design criteria for this type of material. 
>Problem is the water supply is 55 static and 45 >at 920 gpm residual. and 1808 
>gpm  at 20 psi >(this was projected by the water provider.). 
> 
>I am questioning whether this is enough water >for this type of hazard. Any 
>thoughts? 
> 
>David Bryan 
>fpii 
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Todd G. Williams, PE 
Fire Protection Design/Consulting 
Stonington, Connecticut 
www.fpdc.com 
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