We utilized a secondary pump with tank supply, as Mr. Carrizuosa explains 
below, on a project recently.

Our challenge was the tank had to be located underground because there was not 
enough room in the basement and we had to be very carefull with our vortex 
plate elevation to avoid exceeding -3 psi suction pressure with a little more 
than normal footage of supply piping between the tank and pump.



Thank you,

Jackie “JW” Ward
1-405-240-7076

From: Anthony Carrizosa <[email protected]>
Sent: Monday, September 25, 2023 11:45 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]>
Subject: [Sprinklerforum] Re: Standpipe PRV Question

Micah,
We typically design ours with a primary pump taking suction from the city main 
and a secondary pump taking suction from the tank.
The primary is of course designed to provide the required pressure to meet the 
standpipe design. The secondary pump is sized to provide an equivalent pressure 
of the city supply and is tied into the supply to the primary pump. Thus with 
either the city supply or the secondary supply the primary pump output is the 
same.
All settings to the controllers come after the primary pump so as it continues 
to boost the incoming city supply to the required design pressures if the city 
supply where to drop for any reason then the secondary pump comes on and 
supplies the needed incoming pressure to this primary pump.


Anthony Carrizosa
Project Manager | Fire Protection
7855 S 206th St Kent, WA 98032
Cell: 206-679-5283 | Office Dir: 253-341-4593
[cid:[email protected]]
https://archerconstruction.com<https://urldefense.com/v3/__https:/linkprotect.cudasvc.com/url?a=https*3a*2f*2farcherconstruction.com*2f&c=E,1,Wdb65AWzMgSBzW3HDw91SfcRQCtxDUQKoJf-UowQ-WnB_WMosgG-8W7eLePJ42PwWQvLiQx16Pls052VqwHO7tKm-_u5AnWly0ewkNiMkxn-AjQb1JI,&typo=1__;JSUlJQ!!O7jEn5k3aH8!cuzu4Kk7RX1HRd90y1kVijIXMeou_7VRbHxzAEZURYwFR0SMu-HNQKtX9TCxdoBi2IRtM-gkLiM7Y08h4Kv66mJm$>



From: Micah Davis <[email protected]<mailto:[email protected]>>
Sent: Monday, September 25, 2023 9:18 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]<mailto:[email protected]>>
Subject: [Sprinklerforum] Re: Standpipe PRV Question

Thank you for the response, Steve!  Does the redundant fill valves for the tank 
satisfy the secondary supply requirement of the IBC without an additional tank? 
 I was interpreting the city main connected to the pump as the primary supply 
and the tank as the secondary supply (or vice versa).  If my interpretation is 
wrong and the tank with redundant fill valves meets BOTH the primary and 
secondary water supply requirements, I can NOT connect the city water main to 
the fire pump, and the problem is solved using your method above.

Am I tracking correctly?

My thought is that if the city main stays connected to the pump and my demand 
calcs and PRV settings are based on the supply from the tank (which I think is 
correct), how do we avoid overpressurization with the added pressure from the 
city?  I'm probably overthinking this somewhere!  That tends to be my M.O.!

Micah Davis
Ferguson Fire Design
[email protected]<mailto:[email protected]>


On Mon, Sep 25, 2023 at 12:02 PM Steve Leyton 
<[email protected]<mailto:[email protected]>> wrote:
Micah:

The best way to stabilize the pump discharge pressure and give yourself a 
(nearly) straight line suction pressure curve is to arrange the required 
secondary water supply as a break tank.   Fill the tank with city water 
(recommend to manifold at least one automatic plus one manual fill; in my neck 
of the woods we use two automatic and one manual) and base  your calculations 
on the lowest potential water level in the tank.  We simply use the pump’s 
performance curve as a water supply assuming 0 psi suction head.   Depending on 
water column height, your actual discharge pressure variation will be  ≤ 5 psi, 
unless the tank is uniquely configured and multi-story.


The foregoing is my opinion only and does not represent NFPA or the NFPA 14 
Technical Committee, nor intended to serve as an interpretation of the standard.

Protection Design and Consulting
Steve Leyton, President
T  |  619.255.8964 x 102  |  
www.protectiondesign.com<https://urldefense.com/v3/__https:/linkprotect.cudasvc.com/url?a=http*3a*2f*2fwww.protectiondesign.com*2f&c=E,1,9CKe5aPIcGnxTh3rNyKOt2U2-GOVvOdw2Xz6vrR2MqYZvk91evpKrBN_6N8qNRe1B3kiOZCbkbjBqLE-DX1GN4lCqfbOWJ5BR_PvnK2SRu_6FJAC41yjT66ACFw,&typo=1__;JSUlJQ!!O7jEn5k3aH8!cuzu4Kk7RX1HRd90y1kVijIXMeou_7VRbHxzAEZURYwFR0SMu-HNQKtX9TCxdoBi2IRtM-gkLiM7Y08h4HqI2mhP$>
2851 Camino Del Rio South  |  Suite 210  |  San Diego, CA  92108
Fire Protection System Design | Consulting | Planning | Training







From: Micah Davis <[email protected]<mailto:[email protected]>>
Sent: Monday, September 25, 2023 8:55 AM
To: SprinklerForum 
<[email protected]<mailto:[email protected]>>
Subject: [Sprinklerforum] Standpipe PRV Question

Good morning, Forum!

I've got a head-scratcher and am interested in the Forum's collective opinion!  
Important project parameters are as follows.

- 42-story high rise with an automatic standpipe
- Seismic Design Category - C
- IBC 2018
- Fire pump supplied by city water supply
- Secondary supply, as required by IBC 403.3.3, is a tank of adequate size
- 305 psi @ 1000 gpm pump sized based on the feed from tank
- Direct-acting pressure reducing valves on each floor

Here is my issue.  If I base my PRV settings on city supply, I cannot get 100 
psi at the remote valves when calculating tank as supply.  If I base my PRV 
settings on tank supply, I am over 175 psi discharge on the valve when 
calculating city as supply.  If I try to get my settings using the city as 
static and the tank as residual pressures, there is no PRV setting that works.

I have my opinions about what I think should happen here, but I want to see 
what the Forum thinks.  I will not bother the group with what the design team 
is suggesting I do.

Micah Davis
Ferguson Fire Design
[email protected]<mailto:[email protected]>

_________________________________________________________
SprinklerForum mailing list:
https://lists.firesprinkler.org/list/sprinklerforum.lists.firesprinkler.org<https://urldefense.com/v3/__https:/linkprotect.cudasvc.com/url?a=https*3a*2f*2flists.firesprinkler.org*2flist*2fsprinklerforum.lists.firesprinkler.org&c=E,1,JipD_jEQYtMK3MwRqZDS7PUm4_IGCwXD8Y7HS5azUbR8W-sCg9S1HTo90qI_P00BwX2UZ_ThA1YT6XmkUc5J1mssnAMYlQuSZQ0-gqZKwgp-VRYYIqdYTU47uw,,&typo=1__;JSUlJSU!!O7jEn5k3aH8!cuzu4Kk7RX1HRd90y1kVijIXMeou_7VRbHxzAEZURYwFR0SMu-HNQKtX9TCxdoBi2IRtM-gkLiM7Y08h4B0rc4bj$>
To unsubscribe send an email to 
[email protected]<mailto:[email protected]>
_________________________________________________________
SprinklerForum mailing list:
https://lists.firesprinkler.org/list/sprinklerforum.lists.firesprinkler.org
To unsubscribe send an email to [email protected]

Reply via email to