Copy that - probably prudent on a calculated project depending on safety factor.

Steve

-----Original Message-----
From: Tyson Sutherland [mailto:[email protected]] 
Sent: Monday, August 02, 2021 2:30 PM
To: [email protected]; Matthew J Willis 
<[email protected]>
Cc: Steve Leyton <[email protected]>; Ron Greenman 
<[email protected]>
Subject: RE: Flexible hose head connectors on a pipe schedule system

Maybe I'm confusing my experiences with revamping pipe schedule systems versus 
hydraulically designed systems, but I've had several jobs where the AHJ or 
reviewer ask us to hydraulically prove flex hose assemblies on small relocate 
jobs. 



TYSON SUTHERLAND, CET
NICET Level III Design Technician
Ohio ASSD #8495

2900 Newpark Drive
Barberton, OH 44203

888-857-2817 x317
330-600-0697 Cell
[email protected]

-----Original Message-----
From: Sprinklerforum <[email protected]> On Behalf 
Of Steve Leyton via Sprinklerforum
Sent: Monday, August 2, 2021 5:25 PM
To: Matthew J Willis <[email protected]>; 
[email protected]
Cc: Steve Leyton <[email protected]>; Ron Greenman 
<[email protected]>
Subject: RE: Flexible hose head connectors on a pipe schedule system

 
BE ADVISED - This email originated outside EMCOR. 
 

That fits into what I was saying.   A quick review of the actual performance 
criteria on any project will render a reasonable pad that could be added as I 
suggested.   Whether it's 2 or 5 PSI, I'm still sleeping well by this method.   

Question for Tyson:  What do you mean, "If the AHJ catches on...?"   Most 
wouldn't even be aware of this (it's pretty nuanced) and making that allowance 
is a completely valid approach.   

Steve

-----Original Message-----
From: Matthew J Willis [mailto:[email protected]] 
Sent: Monday, August 02, 2021 2:17 PM
To: [email protected]
Cc: Steve Leyton <[email protected]>; Ron Greenman 
<[email protected]>
Subject: RE: Flexible hose head connectors on a pipe schedule system

20-30 seems a bit more than I have seen.

We include around that range as part of safety build in without affecting pipe 
sizing.

14-17 gets you 2 bends on most jobs (Read not FM), which according to multiple 
field discussions is the most you will ever see.

If you consider the fact that a typical return bend is 9 feet equivalent based 
on the hydraulics table, you are not adding very much more demand to the system.

Many jurisdiction though are requiring calcs because as stated, that is outside 
pipe schedule.

R/
Matt



-----Original Message-----
From: Sprinklerforum <[email protected]> On Behalf 
Of Steve Leyton via Sprinklerforum
Sent: Monday, August 2, 2021 3:11 PM
To: [email protected]
Cc: Steve Leyton <[email protected]>; Ron Greenman 
<[email protected]>
Subject: RE: Flexible hose head connectors on a pipe schedule system

I'm with Obi Ron on this one.   I agree that calc's never hurt anything but 
they can add a fat layer to the work scope if you have to reconstruct as-built 
conditions to create piping plan for calc's.  And it's more complicated that 
necessary because we can boil it down to the issue of the flex drops simply 
lowering the net K-factor, which will raise the required starting pressure but 
will render a similar or lower gross demand in GPM.   

If a flex drop adds 20-30' of equivalent length, a simple allowance can be made 
for that in the water supply evaluation criteria found in Chapter 11.   Using 
the more conservative OH values found in Table 
https://urldefense.com/v3/__http://11.2.2.1__;!!FaxH778!NWq_JPeF_TW_mTYtDzy_S2N8jxI9r0OE1EB74sNHTlmago5FNurCBHQyTsCdZZIpKAKDha4$
 , we already have to affirm that there will be 850 GPM at 20 PSI available for 
a supervised system.   If we use 25 GPM as a flow rate, and .2 psi/ft. as for 
Pf, then a flex drop will impart 4-6 PSI of additional loss from a sprinkler 
connected directly to the branch.   If we allow for some loss in a hard-piped 
drop and credit that against 4-6 PSI, we can comfortably land on 5 PSI, so I 
would proffer that affirming 850 GPM at 25 PSI at the riser base meets the 
intent of 
https://urldefense.com/v3/__http://11.2.2.1__;!!FaxH778!NWq_JPeF_TW_mTYtDzy_S2N8jxI9r0OE1EB74sNHTlmago5FNurCBHQyTsCdZZIpKAKDha4$
 .

JUST my opinion, but likely worth more than you're paying for it...


Steve Leyton, President
Protection Design and Consulting
T  |  619.255.8964 x 102  |  
https://urldefense.com/v3/__http://www.protectiondesign.com__;!!FaxH778!NWq_JPeF_TW_mTYtDzy_S2N8jxI9r0OE1EB74sNHTlmago5FNurCBHQyTsCdZZIpttBHefE$
 
2851 Camino Del Rio South  |  Suite 210  |  San Diego, CA  92108 Fire 
Protection System Design | Consulting | Planning | Training




-----Original Message-----
From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Ron Greenman via Sprinklerforum
Sent: Monday, August 02, 2021 1:59 PM
To: [email protected]
Cc: Ron Greenman <[email protected]>
Subject: Re: Flexible hose head connectors on a pipe schedule system

Tyson,

While I tend to agree with you and can think of many pipe scheduling rules 
going back half a century or more that would suggest that flex heads are ad 
were outside of the scope of a pipe scheduled system I'm curious as to what 
criteria you're basing your opinion on. At face value, it would seem that they 
would be fine as long as no more than two were attached to one-inch pipe in 
light and ordinary hazard situations, or only one per length of one-inch pipe 
in extra hazard (extra hazard pope schedule systems having been allowable in 
times past).

On Mon, Aug 2, 2021 at 11:32 AM Tyson Sutherland via Sprinklerforum < 
[email protected]> wrote:

> Sean,
>
> Because the friction loss of most flex hose assemblies are equivalent 
> to
> 20-30 feet of 1" schedule 40 pipe, in my opinion hydraulic 
> calculations would be required.
>
>
> TYSON SUTHERLAND, CET
> NICET Level III Design Technician
> Ohio ASSD #8495
>
> 2900 Newpark Drive
> Barberton, OH 44203
>
> 888-857-2817 x317
> 330-600-0697 Cell
> [email protected]
>
> -----Original Message-----
> From: Sprinklerforum <[email protected]>
> On Behalf Of Sean Lockyer via Sprinklerforum
> Sent: Monday, August 2, 2021 2:08 PM
> To: [email protected]
> Cc: Sean Lockyer <[email protected]>
> Subject: Flexible hose head connectors on a pipe schedule system
>
>
> BE ADVISED - This email originated outside EMCOR.
>
>
> Can flexible hose head connectors (I.E. - "Flexheads") be used on a 
> pipe scheduled system ? Since calculations were not performed due to 
> it being a scheduled system, the friction loss would be superfluous, 
> correct ? Any help would be greatly appreciated.
>
> Thanks
> Sean Lockyer
> AIT Life Safety
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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