Never mind - I finally go tin the office to read the table  - they would
have had to go .15 / 4,000 sq ft to use the chart....I dont know how they
came up with this one. I am putting back in the AHJS hands


On Mon, Jul 1, 2013 at 6:58 AM, Greg McGahan <[email protected]> wrote:

> Let me start OVER.....
>
> We have been asked to correct an overspacing problem in an existing
> building by the local AHJ....
>
> The existing calc plate indicates the original system - which was
> installed for Retail Store 16 years ago - was calculated with 14.5 k heads
> at .15 / 1,500 sq ft......We can re-create the calcs using this info and
> duplicate the results on the plate almost exactly. HOWEVER, if we try to
> calc it using .20 / 2,000 the system does not work AS IS CURRENTLY
> INSTALLED WITH NO MODIFICATIONS....
>
> If we add a row of sprinklers across the system - one head on each line ,
> or feeding the additional heads from adjacent branchlines, the calcs will
> work @ .15/2,000. Since they did  not work at .20 on the original system,
> adding heads gets us even further away if we try the .20........
>
>
> The question is - Is there any precedence, NFPA #13 reference, or sound
> judgement in using the current sprinklers we can buy - which have
> specifically listed flows by OCCUPANCY - in conjunction with density, at
> the lower density to avoid a MAJOR revamping of the existing system in
> order to add these heads?  Please understand my logic....If the answer is a
> flat NO, and the owner moves or removes the new wall he installed so that
> there is not an overspacing issue - the system is STILL only calcs at the
> .15 / 2,000. So I do not see how we could possibly be harming the
> effectiveness of the system by adding additional sprinklers using the
> current design criteria. I DO understand that we would be stepping outside
> of the the NEW or CURRENT head listings. To m y knowledge there is not a
> 14k head available that is listed with the lower density but larger remote
> area.....
>
> What other options are there but to reduce the spacing by adding several
> branchlines and heads between existing heads throughout the entire space?
>
>
> Greg
>
>
> On Mon, Jul 1, 2013 at 5:58 AM, Johnson, Duane (NIH/OD/ORS) [C] <
> [email protected]> wrote:
>
>> Try reconfiguring to 18x18 to start with a lower end head pressure. Then
>> you can take the QR reduction if necessary too. Look at the friction loss
>> per ft to identify troublesome segments of pipe that could be upsized.
>>
>> Duane Johnson, PE
>> Program Manager
>> Division of the Fire Marshal (Contractor)
>> Office of Research Services
>> National Institutes of Health
>> 301-496-0487
>>
>> "Protecting Science - One Sprinkler at a Time"
>>
>> -----Original Message-----
>> From: Greg McGahan [mailto:[email protected]]
>> Sent: Saturday, June 29, 2013 11:17 PM
>> To: [email protected]
>> Cc: Bobby Gillett
>> Subject: Modifications to system with existing ECOH sprinklers
>>
>> Hello,
>>
>> We have an existing system installed 20 x 20 with 14.5K ECOH sprinklers.
>> They have now installed  a new wall separating the space into 2 spaces and
>> left the sprinklers overspaced off the wall. The Calc plate indicates that
>> the design was originally .15 fpm over 2,000 soft  and when we re-calc the
>> system we are nearly identical to the results recorded on the data plate.
>> If we calculate it at .20/1,500 it does not work.
>>
>> Question is how to we even begin to sort this out in order to add a row
>> of new heads to correct the overspacing? The new sprinklers all seem to be
>> specifically listed for .20 (OH2) and i do not see a loophole to utilize a
>> lower density and a larger Remote Area as in the original design. I also do
>> not see an allowance in 13 for such a scenario (similar to the allowance
>> for modifications to existing systems with residential heads that were
>> originally designed for less than 7 psi end head pressure)
>>
>> I do not think there will be any salvaging this system if we cannot
>> reduce the density...
>>
>> Thanks for any help,
>> Greg
>>
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>
>
>
> --
> Greg McGahan
> Living Water Fire Protection, LLC <http://www.livingwaterfp.com>
> 1160 McKenzie Road
> Cantonment, FL 32533
> 850-937-1850
> fax 850-937-1852
>



-- 
Greg McGahan
Living Water Fire Protection, LLC <http://www.livingwaterfp.com>
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
fax 850-937-1852
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