If the EOR calls for a .18/2500 calcing the system at a .20 should be 
acceptable.  But if you submitted a calc where you used 1500 sf instead of 2500 
sf I'd reject it in a skinny minute.  You can't just arbitrarily decide to use 
1500 when you don't know what drove the 2500 sf requirement.  The Code doesn't 
"require" a 1500 sf design area,  that is the minimum.  It is not uncommon to 
see design criteria that varies from NFPA 13, often it is driven by loss data 
and recommended or required by owner's risk consultants or Underwriters.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SCĀ  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Jeff Garrison
Sent: Thursday, October 20, 2011 5:41 PM
To: [email protected]
Subject: Re: Density Area Question

Calc what Code/Listing requires: .20 / 1500,

but produce an "Auxilliary" Calc at the .18/2500.

Use the bigger pipe(s) of the two. You will probably have a BIG safety
margin at the .2/1500

Jeff Garrison
Detroit Automatic Sprinkler


On Thu, Oct 20, 2011 at 1:46 PM, Brian Harris <[email protected]>wrote:

> I'm having a brain cramp and could use some help. I'm working on a retail
> store and the engineer has called for Tyco EC-11 heads with a .18/2500
> density. I realize the .18/2500 falls on the OH-2 curve but the cut sheet
> for the head is rated at .20/1500 for OH-2. How would you go about
> designing
> to these specs?
>
>
>
> Brian Harris, CET
>
> First Defense Fire Protection
>
> 11957 Ramah Church Road
>
> Huntersville, NC 28078
>
> Phone: 704.948.3506
>
> Fax: 704.948.3507
>
>
>
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