Ken,
No worries, my friend.  Together, we hopefully make everyone better.  I need a 
little redirection now and then.  I admittedly misread the initial email.  I 
saw supporting the drops off the wall but not verification that these were also 
supporting some of the load.  My initial response was based on that.

Dennis,

  1.  I would first determine the load the pipe stand is really supporting 
based on assumed even distribution of the water-filled pipe weight(W) through 
the loop over the pipe support/hanger spacing you have (height of vertical pipe 
supports matters) assuming each support is carrying the weight of pipe to 
half-way between it and the next support (the pipe stand is supporting the loop 
piping to half way up to the wall supports).
  2.  Follow NFPA 13 direction to find the 5*W + 250-lb load required in the 
pipe stand.
  3.  Show verification that each component can support that load as per its 
cutsheet.

Happy New Year!


Ryan L. Hinson, PE*, SET**  \  Burns & McDonnell
Associate Fire Protection Engineer
O 612-900-3755 \  M 763-688-4045 \  F 952-229-2923
[email protected]<mailto:[email protected]>  \  
burnsmcd.com<http://www.burnsmcd.com/>
8201 Norman Center Drive, Suite 500  \  Minneapolis-St. Paul, MN 55437
*Registered in: AK, LA, MD, MN, PA, TX, & UT
**NICET IV - Water-Based Systems Layout

[cid:[email protected]]

From: Ken Wagoner <[email protected]>
Sent: Thursday, December 29, 2022 4:39 PM
To: [email protected]
Subject: [Sprinklerforum] Re: Pipe Stands

As much as I dislike taking a different position from you on any issue Ryan, I 
see the provisions of §17.4.5.5 quite differently than the one you've taken.

I believe that what  Dennis has told us is that clamps are in place to support 
the drops "to the walls".  Speculating that those clamps are roughly halfway 
down or up each side that would make the distance between supports less than 
25', as it would include the pipe stand.

And now that I review your thoughts carefully, Ryan I do note that if those 
clamps are not in place then the risers are not supported properly per 
§17.4.5.5 as you noted.

How about some further clarification Dennis?
Ken Wagoner, SET
Parsley Consulting
500 West Mechanic Street
Harrisonville, Missouri 64701-2235
Phone: (760) 745-6181
Visit the 
website<https://nam12.safelinks.protection.outlook.com/?url=https%3A%2F%2Flinkprotect.cudasvc.com%2Furl%3Fa%3Dhttp%253a%252f%252fwww.parsleyconsulting.com%252f%26c%3DE%2C1%2CY5zKJKPEh1mBEBqSR-VE9cUKl5y-eyP8BpvmE_5j9ZqW2eJbNphYzrCMBZ-2YuX6d-RRkHI4gQ1FV-cvOeCfRC58uZS9NiToZv2mx7909oCqLvCW_n5hDHeK%26typo%3D1&data=05%7C01%7Crhinson%40burnsmcd.com%7C59a2e8f00723473b61d208dae9ed78ad%7Cbfbb9a2b6d994e78b3c795005d555c8b%7C0%7C0%7C638079503413136871%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=iOFTw%2BsPwk9us%2FUBz%2B3cNGRbTgjBaIK6ynwxtBLrgyY%3D&reserved=0>
On 12/29/2022 3:20 PM, Hinson, Ryan wrote:
Dennis,
It appears that you have a 25-ft auxiliary system loop of 4" pipe from deck to 
grade and back which must be properly supported.  I think your reviewing 
engineer's concern may justified with how this pipe is supported as you are at 
the maximum 25-ft vertical distance between hangers on vertical piping per NFPA 
13 (2022) Section 17.4.5.5 and you actually have one 25-ft- and one 23-ft long 
vertical pipe stack.  Do you have hangers within 2 ft of the top of each of the 
drops per Section 17.4.5.1? Even so, this single pipe stand at the base appears 
to be supporting twice the normally anticipated pipe stand load due to loading 
distribution where the bottom support must be sufficient for the bottom half of 
two vertical pipes - totaling approximately 25 ft of 4" water-filled 
pipe...which is nearly twice the typical loading of a single support due to 
spacing limitations of the same.  Assuming Sch 40 pipe, I get the following 
load this pipe stand must support:

                              (10.78 lbs/ft) * 25 ft * 5 + 250 lbs = 1597.5 lbs

It is my opinion that per Section 17.5.1, you must EITHER:

  1.  Use off-the-shelf components in accordance with their listings/listed 
loadings per Sections 17.5.2 through 17.5.7 whose listings are further 
explained in Section A.17.1.6.1 for the load indicated above.



OR



  1.  Obtain hanger configuration certification from a licensed PE which 
includes all the mandates in Section 17.5.1.2.

Hope this helps,

Ryan L. Hinson, PE*, SET**  \  Burns & McDonnell
Associate Fire Protection Engineer
O 612-900-3755 \  M 763-688-4045 \  F 952-229-2923
[email protected]<mailto:[email protected]>  \  
burnsmcd.com<https://nam12.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.burnsmcd.com%2F&data=05%7C01%7Crhinson%40burnsmcd.com%7C59a2e8f00723473b61d208dae9ed78ad%7Cbfbb9a2b6d994e78b3c795005d555c8b%7C0%7C0%7C638079503413136871%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=dcaQFCC9ymTuYeJi20hD6zX46HTnDgG7VZuO8lvOVig%3D&reserved=0>
8201 Norman Center Drive, Suite 500  \  Minneapolis-St. Paul, MN 55437
*Registered in: AK, LA, MD, MN, PA, TX, & UT
**NICET IV - Water-Based Systems Layout

[cid:[email protected]]

From: Dennis Wilson 
<[email protected]><mailto:[email protected]>
Sent: Thursday, December 29, 2022 1:53 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]><mailto:[email protected]>
Subject: [Sprinklerforum] Re: Pipe Stands

Thanks ken, I've read the chapter. But this is the architect/engineer from hell.
He has disapproved every submittal from every trade several times over, causing 
extreme delays, and everyone is banging their head against the wall.
He wants proof, and I'm not sure how to go about figuring out an equation.


Dennis Wilson
Blackhawk Auto. Sprinklers
Cedar Falls, Iowa
1-319-266-7721


From: Ken Wagoner 
<[email protected]<mailto:[email protected]>>
Sent: Thursday, December 29, 2022 12:51 PM
To: 
[email protected]<mailto:[email protected]>
Subject: [Sprinklerforum] Re: Pipe Stands

Dennis,

You did not indicate which edition of -13 is applicable, however some good 
supporting information can be found in the 2019 edition in §17.5 regarding pipe 
stands.  Make sure to read all of it, as it allows but does not require 
certification by a registered PE.

As I am a principal member of the committee on hanging and bracing, please see 
the disclaimer below.

have a safe and Happy New Year to everyone,
Ken Wagoner, SET
Parsley Consulting
500 West Mechanic Street
Harrisonville, Missouri 64701-2235
Phone: (760) 745-6181
Visit the website

<https://nam12.safelinks.protection.outlook.com/?url=https%3A%2F%2Flinkprotect.cudasvc.com%2Furl%3Fa%3Dhttp%253a%252f%252fwww.parsleyconsulting.com%252f%26c%3DE%2C1%2CY5zKJKPEh1mBEBqSR-VE9cUKl5y-eyP8BpvmE_5j9ZqW2eJbNphYzrCMBZ-2YuX6d-RRkHI4gQ1FV-cvOeCfRC58uZS9NiToZv2mx7909oCqLvCW_n5hDHeK%26typo%3D1&data=05%7C01%7Crhinson%40burnsmcd.com%7C59a2e8f00723473b61d208dae9ed78ad%7Cbfbb9a2b6d994e78b3c795005d555c8b%7C0%7C0%7C638079503413136871%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=iOFTw%2BsPwk9us%2FUBz%2B3cNGRbTgjBaIK6ynwxtBLrgyY%3D&reserved=0>
IMPORTANT NOTICE: This correspondence is not a Formal Interpretation issued 
pursuant to NFPA Regulations. Any opinion expressed is the personal opinion of 
the author and does not necessarily represent the official position of the NFPA 
or its Technical Committees. In addition, this correspondence is neither 
intended, nor should it be relied upon, to provide professional consultation or 
services

It should be noted that the above is my opinion as a member of the NFPA 
Automatic Sprinkler System Hanging and Bracing Committee and the Hanging and 
Bracing for Fire Suppression Systems Committee in accordance with the NFPA 
Regulations Governing Committee Projects and should therefore not be 
considered, nor relied upon, as the official position of the NFPA or its 
Committees

On 12/29/2022 11:47 AM, Dennis Wilson wrote:
I have a 4" main @ 30' AFF, I drop down w/ 4" to a 12" arm-over then up to a 
b'fly va. & Aux. Dry Va., then proceed back up to 28' AFF to feed a dry system.
On the 4x 1'-0" arm-over we installed a pipe stand. (the arm-over is 5-0 above 
the floor) We also use clamps to support the drops to the walls.
The engineer is asking for proof that the pipe stand can support the load. This 
is install and hasn't fallen is not enough proof.
Anyone have a way this can be done?


Dennis Wilson
Blackhawk Auto. Sprinklers
Cedar Falls, Iowa
1-319-266-7721




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