Upper floor

Rocci Cetani III, CET
Senior Designer
Water-Based Fire Protections Systems Layout, Nicet Level III


Northern California Fire Protection Services Inc.
16840 Joleen Way Bldg. A
Morgan Hill, CA 95037
P-(408) 776-1580 EXT.1010
F-(408) 776-1590

To help better serve you. Please visit our new and improved website at:
www.norcalfire.com<http://www.norcalfire.com/>

CONFIDENTIALITY NOTICE: This message and any document accompanying it may 
contain confidential information belonging to the sender. The information is 
intended only for the use of individual or entity named above. If you are not 
the intended recipient, or the employee or agent responsible to deliver this 
message to the intended recipient, you are hereby notified that any disclosure, 
copying or taking of any action in reliance on the contents of this information 
is strictly prohibited. If you have received this transmission in error, please 
immediately notify us by telephone to arrange for return of the documents.

From: Steve Leyton <st...@protectiondesign.com>
Sent: Wednesday, September 11, 2024 9:58 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org>
Subject: [Sprinklerforum] Re: main drain test

Are you measuring at the base of the main building riser or on an upper floor?

From: Rocci 3 Cetani <roc...@norcalfire.com<mailto:roc...@norcalfire.com>>
Sent: Wednesday, September 11, 2024 9:54 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: main drain test

MDT
Static 62 (auto sprink says it should be 63.2 so its within a comfortable range)
Residual-  37

Flow test
Static 89
Residual 87
GPM 750
Rocci Cetani III, CET
Senior Designer
Water-Based Fire Protections Systems Layout, Nicet Level III


Northern California Fire Protection Services Inc.
16840 Joleen Way Bldg. A
Morgan Hill, CA 95037
P-(408) 776-1580 EXT.1010
F-(408) 776-1590

To help better serve you. Please visit our new and improved website at:
www.norcalfire.com<https://urldefense.proofpoint.com/v2/url?u=http-3A__www.norcalfire.com_&d=DwMGaQ&c=euGZstcaTDllvimEN8b7jXrwqOf-v5A_CdpgnVfiiMM&r=hLXh1DXRDwJ3oz4y7iNesSsetYhUUV0wawfPGfwmYxQ&m=CfAXE_-fU5J50CWrhT44NE-RBP-72WLUOe77TCECbUSgy6wS3TEKzSRf12vn8kQc&s=siPUZvrqPF_Gsp_6Uo39hbVMq9B3IF0qLCC19bLYfck&e=>

CONFIDENTIALITY NOTICE: This message and any document accompanying it may 
contain confidential information belonging to the sender. The information is 
intended only for the use of individual or entity named above. If you are not 
the intended recipient, or the employee or agent responsible to deliver this 
message to the intended recipient, you are hereby notified that any disclosure, 
copying or taking of any action in reliance on the contents of this information 
is strictly prohibited. If you have received this transmission in error, please 
immediately notify us by telephone to arrange for return of the documents.

From: Steve Leyton 
<st...@protectiondesign.com<mailto:st...@protectiondesign.com>>
Sent: Wednesday, September 11, 2024 9:33 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: main drain test

Sorry, I misstated something extremely important:  I referred to residual 
pressure instead of PITOT pressure in my mention of theoretical flows.   
Management regrets the error and the committee has authorized a second cup of 
coffee.

Steve L.


From: Steve Leyton
Sent: Wednesday, September 11, 2024 9:25 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: RE: [Sprinklerforum] Re: main drain test

Respectfully disagree that this is a slam-dunk misunderstanding.   I have 
experienced two residual-pressure-at-BOR conflicts in my career and both went 
back to the water supply data.   One of them had to do with a  flow test that 
was taken from the address-side public main, but the system was supplied from a 
side street and it turned out that the POC was downstream of a regulating 
station installed at the branch to that leg of the system, so available 
pressure was 20 psi lower than the test data.   The other had to do with a flow 
test taken by a third party contractor hired by the project owner, and they 
used an old riser gauge on the hydrant.   Turns out that gauge was shot and the 
residual value was corrupt (reading high).   When the water supply was tested 
again, the flow rate was nearly identical but the residual was 8 or 9 or 10 psi 
lower using a calibrated gauge with ≤1% error.    As Chris noted, residual of 
9-10 psi renders a theoretical flow equivalent to the demand through a 2” 
orifice per NFPA 291, Table 4.12.1(a), so the AHJ might be onto something.

What is are the static and residual readings on the riser gauge during the MDT, 
and what were the flow test values?  And memo to everyone citing NFPA 25, it is 
a requirement of NFPA 13, §29.2.3.4 that a main drain test be undertaken as 
part of acceptance testing.


Steve L.

From: Travis Mack <t.m...@mepcad.com<mailto:t.m...@mepcad.com>>
Sent: Wednesday, September 11, 2024 8:24 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: main drain test

A main drain test does not correlate to a BOR demand.  You have to flow the 
exact same demand to make them correlate.  So just educate the inspector.  This 
happens all the time in residential systems.




Travis Mack, SET

M.E.P.CAD | Instructor / Support

181 N. Arroyo Grande Blvd. #105 I Henderson, NV 89074

www.mepcad.com<https://urldefense.proofpoint.com/v2/url?u=http-3A__www.mepcad.com_&d=DwMGaQ&c=euGZstcaTDllvimEN8b7jXrwqOf-v5A_CdpgnVfiiMM&r=hLXh1DXRDwJ3oz4y7iNesSsetYhUUV0wawfPGfwmYxQ&m=ak88D-Fbuok5cqKxOL10fhK7rcEnUaYjg1aoYAJsRALJc0o65sBATxsNQhgr3Ej7&s=Arl_dm6gvc2m17hVq2LdbEtEDah-b7aM-wnbe-D3AYs&e=>
 | m: 480.547.9348| Whatspp: +14805479348

Email: t.m...@mepcad.com<mailto:t.m...@mepcad.com>



AutoSPRINK  |  AutoSPRINK FAB  |  AutoSPRINK RVT  |  AlarmCAD



________________________________
From: Rocci 3 Cetani <roc...@norcalfire.com<mailto:roc...@norcalfire.com>>
Sent: Wednesday, September 11, 2024 8:07 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: main drain test




Demand is 361 gpm  with 45 PSI @ BOR. Main drain test they are getting 37  
residual

Rocci Cetani III, CET

Senior Designer

Water-Based Fire Protections Systems Layout, Nicet Level III





Northern California Fire Protection Services Inc.

16840 Joleen Way Bldg. A

Morgan Hill, CA 95037

P-(408) 776-1580 EXT.1010

F-(408) 776-1590



To help better serve you. Please visit our new and improved website at:

www.norcalfire.com<https://urldefense.proofpoint.com/v2/url?u=http-3A__www.norcalfire.com_&d=DwMGaQ&c=euGZstcaTDllvimEN8b7jXrwqOf-v5A_CdpgnVfiiMM&r=hLXh1DXRDwJ3oz4y7iNesSsetYhUUV0wawfPGfwmYxQ&m=ak88D-Fbuok5cqKxOL10fhK7rcEnUaYjg1aoYAJsRALJc0o65sBATxsNQhgr3Ej7&s=-fKDxPy7MHNO47roQeJIyEkbYU5O6fDF5MByTDMROa0&e=>



CONFIDENTIALITY NOTICE: This message and any document accompanying it may 
contain confidential information belonging to the sender. The information is 
intended only for the use of individual or entity named above. If you are not 
the intended recipient, or the employee or agent responsible to deliver this 
message to the intended recipient, you are hereby notified that any disclosure, 
copying or taking of any action in reliance on the contents of this information 
is strictly prohibited. If you have received this transmission in error, please 
immediately notify us by telephone to arrange for return of the documents.



From: Steve Leyton 
<st...@protectiondesign.com<mailto:st...@protectiondesign.com>>
Sent: Wednesday, September 11, 2024 7:55 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: main drain test



Assuming that the demand from the calc area is for OH 1or 2 (and no inside 
hose), your demand is somewhere between 250 and 300 gpm If you modeled a full 
1,500 sq ft, no? And what is the residual pressure required?





Steve Leyton



Sent from my "Smart" Phone, so apologies for any typos or voice-to-text 
corruptions.







-------- Original message --------

From: Rocci 3 Cetani <roc...@norcalfire.com<mailto:roc...@norcalfire.com>>

Date: 9/11/24 7:19 AM (GMT-08:00)

To: 
sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>

Subject: [Sprinklerforum] main drain test



We have a jurisdiction that failed our final inspection because the residual 
pressure during the main drain test doesn’t match our BOR residual pressure 
from the hydraulic calcs for and OH extended coverage system.  Am I missing 
something? I don’t see how the residual pressure on a main drain test has 
anything to do with the residual pressure  from our calcs…..I was always under 
the impression main drain tests were to verify there hasn’t been a been a 
drastic change to the supply . This was an existing parking garage where they 
added solar panels on the top level so we added a sectional riser @ the top 
floor and added the new system. The fire department just keeps saying to upsize 
the riser from the 1st floor to the 4th floor which literally does nothing to 
my calcs. The building owner has spent 10’s of thousands of dollars flushing 
the UG, inspecting the UG for obstructions, paid for additional flow test  and 
serviced the back flow.  We are at a complete loss on what else to do as the 
fire department is adamant that’s the main drain test has to match the 
hydraulic calcs…..anyone ever come across a situation like this with a 
jurisdiction? Any suggestions?



Rocci Cetani III



Northern California Fire Protection Services Inc.

16840 Joleen Way Bldg. A

Morgan Hill, CA 95037

P-(408) 776-1580 EXT.1010

F-(408) 776-1590



To help better serve you. Please visit our new and improved website at:

www.norcalfire.com<https://urldefense.proofpoint.com/v2/url?u=http-3A__www.norcalfire.com_&d=DwMF-g&c=euGZstcaTDllvimEN8b7jXrwqOf-v5A_CdpgnVfiiMM&r=hLXh1DXRDwJ3oz4y7iNesSsetYhUUV0wawfPGfwmYxQ&m=nP9h2h456PibjSYltHaC089-TD3Bl1n84A4GQG7tGUQxwsm_cBAuUH6N7llEvqY5&s=vKbW_TH-HMqG118ScSYZUkjK0Jxq_IycjhdQf3X2Le0&e=>



CONFIDENTIALITY NOTICE: This message and any document accompanying it may 
contain confidential information belonging to the sender. The information is 
intended only for the use of individual or entity named above. If you are not 
the intended recipient, or the employee or agent responsible to deliver this 
message to the intended recipient, you are hereby notified that any disclosure, 
copying or taking of any action in reliance on the contents of this information 
is strictly prohibited. If you have received this transmission in error, please 
immediately notify us by telephone to arrange for return of the documents.


_________________________________________________________
SprinklerForum mailing list:
https://lists.firesprinkler.org/list/sprinklerforum.lists.firesprinkler.org
To unsubscribe send an email to sprinklerforum-le...@lists.firesprinkler.org

Reply via email to