Thanks, that section says it all!

On Fri, Jun 10, 2011 at 4:45 AM, Morey, Mike <[email protected]> wrote:

> 4.6.2.3.1 in the general requirements for liquid supplies as well as
> several other sections including backflows and acceptance testing all state
> that 150% or the maximum demand if 150% isn't available.  There is some
> commentary that suggests this situation may not be the best design practice,
> but that it is acceptable.  There are some sections relating to the pump
> itself that indicate it shall be able to pump 150% of it's rated capacity
> without exception, but I'm pretty sure that relates to the pump itself, not
> the water supply, IE if the pump was attached to a better water supply it
> should be capable of 150%.
>
> We had a local fire marshall order the city to loop an 8" underground main
> after rejecting the black and white print of #20 on this subject though, and
> he prevailed despite being wrong at a cost of about 150,000 to the tax
> payer, which irked me, but at least it wasn't in the town I lived in I
> guess.
>
> Mike Morey, SET, CFPS
> Sprinkler Designer
> BMW Constructors, Inc.
> O: 317.651.0596 | C: 317.439.2695
> www.bmwc.com
>
> ________________________________
>
> From: [email protected] on behalf of IPA
> Sent: Thu 6/9/2011 6:28 PM
> To: [email protected]
> Subject: Re: Pump, Tank, 1000 ft suction line.....
>
>
>
> Yeah but the exception to the 150% requirement is under acceptance testing
> &
> maintenance. If you get out in the field after install and something ends
> up
> falling short then don't sweat it as long as you can provide the greater of
> either 100% or the system demand. Correct me if I'm wrong but I don't think
> the intention is to design a new install ready to fail from the beginning
> and from what I can gather the original poster is in the design phase.
>
>
> -Brian
>
>
>
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