Which suggests that some adjustment for elevation might be necessary when
the test point and the connection point are different.

On Wed, May 17, 2017 at 5:53 AM, Taylor Schumacher <[email protected]>
wrote:

> The characteristics of the water supply would be the same at the point of
> connection as the test hydrant assuming elevation is the same, right? The
> AHJ quoted the same section and is stating that the characteristics are not
> the same at the point of connection.
>
>
>
> I did order the book Steve has suggested. We’ll see if that sways either
> of our interpretations.
>
>
>
> NFPA 13 (2010) - *22.4.1.5 *Hydraulic calculations shall extend to the
> effective point of the water supply where the characteristics of the water
> supply are known.
>
>
>
> *TAYLOR SCHUMACHER, CET*
>
> Security Fire Sprinkler
>
> *P*  320.656.0847 <(320)%20656-0847>  |  *F*  320.656.0312
> <(320)%20656-0312>  |  *E*  [email protected]
>
>
>
> *From:* Sprinklerforum [mailto:[email protected].
> org] *On Behalf Of *Eric V. Tysinger
> *Sent:* Wednesday, May 17, 2017 7:31 AM
>
> *To:* [email protected]
> *Subject:* RE: Circulating Fire Main Calculations
>
>
>
> NFPA 13, 2010, section 22.4.1.5 also states hydraulic calcs  shall extend
> to the effective point of the water supply….
>
>
>
> It doesn’t really address where that “effective point” is or should be,
> but it backs up what Steve and Travis said.
>
>
>
>
>
> *Eric V. Tysinger *
> Designer
> Wiginton Fire Systems - Miami, FL
>
> Email: [email protected]
> Main: 305-888-2402 <(305)%20888-2402>
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>
>
>
>
>
>
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> *From:* Sprinklerforum [mailto:[email protected].
> org <[email protected]>] *On Behalf Of *Steve
> Leyton
> *Sent:* Tuesday, May 16, 2017 5:46 PM
> *To:* [email protected]
> *Subject:* RE: Circulating Fire Main Calculations
>
>
>
> And to drive that home, I would refer interested users of the standards to
> the book, “Sprinkler Hydraulics” by Harold Waas, Jr.   In the chapter
> titled, “Relating Hydraulic Calculations to the Water Supply”, Waas
> discusses and offers diagrams on the “effective point of a hydrant flow
> test”.  There’s a very helpful figure on Page 61 of the first edition.
>
>
>
> Steve L.
>
> Geekin’ Like Cecil
>
>
>
> *From:* Sprinklerforum [mailto:[email protected].
> org <[email protected]>] *On Behalf Of *Travis
> Mack, SET
> *Sent:* Monday, May 15, 2017 6:38 PM
> *To:* [email protected]
> *Subject:* Re: Circulating Fire Main Calculations
>
>
>
> As long as you have a circulating main, I just always use the point of
> connection to the circulating main as the source point.
>
> Travis Mack, SET
>
> MFP Design, LLC
>
> 2508 E Lodgepole Drive
>
> Gilbert, AZ 85298
>
> 480-505-9271 <(480)%20505-9271>
>
> fax: 866-430-6107 <(866)%20430-6107>
>
> email:[email protected]
>
>
>
> http://www.mfpdesign.com
>
> https://www.facebook.com/pages/MFP-Design-LLC/92218417692
>
> Send large files to us via: https://www.hightail.com/u/MFPDesign
>
> LinkedIn: https://www.linkedin.com/in/travismack
>
> On 5/15/2017 3:17 PM, Taylor Schumacher wrote:
>
> When calculating through the fire main supply line to the city water main
> in the street. Is it necessary to calculate back to the test hydrant if the
> city water main is a circulating main? Or, does NFPA allow calculating to
> the point where the fire line connects to the city water main?
>
>
>
> *TAYLOR SCHUMACHER, CET*
>
> Security Fire Sprinkler
>
> *P  *320.656.0847 <(320)%20656-0847>  |  *F * 320.656.0312
> <(320)%20656-0312>  |  * E  *[email protected]
>
>
>
>
>
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-- 
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253.576.9700

The Universe is monstrously indifferent to the presence of man. -Werner
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