Hi All, Is there a code reference on the maximum amount of time allowed to close a wall PIV (or any valve for that matter)?

I have a Wall PIV that is hard and slow to turn, and takes about 30 minutes of fighting to fully close. Servicing of accessible components has not helped.

I probably won't be able to get funds to repair/replace unless I can quote a code violation.

I have only found a minimum amount of time, but nothing for a maximum. Thanks in advance!

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While doing a sprinkler inspection it was found that the main check valve for the system failed. The system was installed before backflows were mandated on sprinkler systems.

I know that a backflow preventer needs to be installed in its place, but have been unable to find any code that says it does.

Anyone able to help?

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What is the best procedure to use when testing a 3,500 gallon diesel fire pump that is equipped with a throttling/pressure governor installed on it?

My graph was well below the rated curve at 50% and 100%, but the governor seemed to disengage at 150% flow and my numbers exceeded the rated curve when we pushed this much water.

I did not attempt to change the controller settings or unplug the device (if that's even possible) to disengage the forced idle at 50% or 100% but insurance isn't "buying" that the pump didn't fail. These pumps aren't more than 5 years old and are ran on a tight schedule once a week (by the way).

Maintenance thinks it'll lead to faster wear and tear on the motor and I agree. All I could really do was state the facts and hope I don't have to go back out there and do the test again.

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I have a hospital that has two "double hose valves" at the top of two different standpipes on the roof. One is on a helipad and the other is below on a different roof. Both are the most remote locations.

Per NFPA 25, for the 5-year test, I'm supposed to flow 500 gpm at the most remote then an additional 250 gpm at a different standpipe until I reach 1,000 gpm for the fully-sprinklered building.

Can I just flow 500 gpm out of both double-hose valves (2 standpipes), or do I have to flow 500 gpm, then 250 gpm, then 250 gpm using three different standpipes?

Thanks.

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When doing an annual test today for large fire pumps with a combined test header, I was told that most inspectors throttle and send water to the pitot gauges by using the butterfly valve inside the pump room and keeping the control valves wide open outside on the test header.

I disagreed with this approach, as my mentor in the industry taught me to first charge the test header and then get your pressures by opening each outside control valve individually to get your pressures. He said this is so that you don't burn up the rubber on the inside test header (normally-closed) butterfly valve. He said it happened to him in the past and then the building owner is left with a leaking test header control valve and the danger and costliness of a test header full of water.

Is there a correct way (by code) to get your pitot reading off the hose monsters outside (what I mainly using) or is charging water one way or the other simply a matter of preference?

I hope this makes sense.

I understand some test header control valves are OS&Y but most all the outside components I come across are the test hose connections that open and close via the gate valve.

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We have a newly-installed electric (duty) fire pump, and a back-up diesel fire pump. 

Each pump has a 100% required flow capacity for the system (750 gpm each) for the building.

Is it OK to run the two pumps simultaneously during testing - which would result in a 200% flow?

The diesel pump is only intended to be used during power interruption/worst-case, but not with normal power online.

During testing, we release water in the test line (flow meter) - the pressure went down and triggered the cut-in pressure of both the electric and diesel pump which makes it run simultaneously (electric first, then the diesel a few seconds later).

Does this not have a water hammer effect on the system?

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I'm having some confusion concerning credentials for inspection testing & maintenance (IT&M) of fire suppression systems.

Can (or is it allowed to have) a PE in Fire Protection Engineering perform inspection, testing and maintenance for a suppression system?

Or, must the PE also meet NICET certificates (for NICET states) or whatever the local jurisdiction requires for certification requirements in IT&M of fire protection systems?

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When doing a flow test for a 5-year on an automatic wet standpipe system in a building which has had significant additions over the years, which design pressure applies?

The original 8-story building and pump are from the early 1980's and was required to have a minimum residual 65-psi at the roof, flowing 750 gpm.

Fast forward to the most recent building attachment to the existing fire pump, and the code now requires a minimum of 100-psi at 750 gpm at the roof. 

Would these additions be considered separate zones and therefore be tested individually at their specific design requirement, or would they all be tested at the original design requirements?

The building is a healthcare facility and is inspected to NFPA 25-2011 per the Joint Commission requirements.

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What are time delay intervals associated with a fire pump's energy source transfer?

Is a 2-minute wait time long enough before notating an impairment when the pump doesn't start operating at peak again after shutting down the main power on an annual pump test?

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I am reviewing a building under construction for a client, specifically the wet sprinkler system installation.

There was a problem where the installer left caps off the pipe both on pipe being stored and pipe installed at the ceiling. My client stated concerns about debris falling into the pipe due to other trades doing work in the area and requested that the sprinkler installer perform corrective measures, they proposed using compressed air to blow out the pipe.

The client wants them to provide some type of justification, industry standard or NFPA guidance that says this is an acceptable means.

I looked in NFPA 13 and NFPA 25 and only found how to deal with in-service systems that have obstructions.

Has anyone dealt with a similar situation or know what the industry standards are for cleaning out pipe during the construction phase?

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I am a Fire Protection Engineer in Victoria working in a sugar refinery where we are proposing to protect existing raw sugar and white packaging storage. The raw sugar storage has piles of unrefined sugar in the warehouse which often clogs the sprinklers (like all other equipment in the area).

My advice to the client was more strict inspections and maintenance in this area, as well as to place metal guards to try and minimize buildup around the sprinklers.

The white packaging storage, although not as dirty as the raw sugar storage, has fine dust particles throughout. I'm not as concerned about this area.

We are not trying to re-invent the wheel here, and I'm sure there has been many acceptable solutions to minimize building on sprinklers.

What would you recommend to the client here to minimize the buildup?

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Is a pumper truck from the fire department required to do standpipe flow testing?

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My question is when the discussion of dirty sprinkler heads comes up I get told only lint , hair and fuss count.

What I see quite often is discoloring from what I assume oil running down the pipe to the head. I also often see the red glass turned to black or gray.

Do these sprinklers need to be cleaned, and if so, how is it done?

​Air or vacuumed doesn’t always work.

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We have an account that failed the five year FDC hydrostatic test. The Fire Department Connection is a remote, freestanding FDC. The Fire Marshal is claiming that there is no leakage, however, will not give a pass or fail. 

NFPA 25 (2017) and others reference hydrostatic tests.

6.3.2.1  hydrostatic test 200 psi for 2 hrs or at 50 psi in excess of the maximum pressure where maximum pressure is in excess of 150 psi every five years. (manual standpipe systems and semi-automatic dry standpipe systems, including piping in the FDC)

Annex  6.3.2.1* that mentions a minimum leakage existing under test pressure.

Section 13.8.5 FDC five year hydrostatic testing shall be tested at 150 psi for 2 hrs. There is no mention of minimal leakage allowed.

What is this allowable leakage?

NFPA 24 (2010) Private Fire Mains & Their Appurtenances Section 10.10.2.2.1 requires 200 psi or 50 psi in excess of the system working pressure whichever is greater and maintain that pressure at +/-5 psi for 2 hrs.

Is that my allowable leakage, so that if we lose less than 5 psi or gain no more than 5 psi for 2-hours, that we pass? Wasn't sure if the existing 5-year hydrostatic for underground has leakage that is measured differently from an inside hydrostatic test.
 
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Recently had a job with a wet-pipe fire sprinkler system (smaller project) that has a 6-inch double check backflow. The area static and residual pressures are pretty consistent (had a flow test of ~40 psi static and ~38 psi residual at 1,300 gpm).

We ran a forward-flow test through the backflow preventer, needing a minimum flow of about 800 gpm, which includes the hose allowances for the project (no standpipes or interior hose connections).

The most flow we could get was about 450 gpm, even with three 2-1/2" hose outlets completely wide open. The static pressure following the test at the riser was about 40 psi. We used three 100 ft, 2-1/2" hoses with a 1-3/4" smooth nozzle and diffusers at the end of each hose, measuring about 3 psi pitot on each and full flow (which equates to roughly 450 gpm).

Do you have any tips or advice in why we were not able to get enough flow through the backflow, or where to start to troubleshoot?

Thanks in advance!

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In an existing building utilizing a “booster pump” or unlisted fire pump for a standpipe or sprinkler system, is there a suggested annual flow test procedure?

I realize there is no manufacturer’s data (0%,100%,150% rated capacity) to compare the results against.

Should it be excluded from the annual flow test requirements, and just flowed during the 5 year roof top flow?

I would appreciate input as well as, what others in the industry are doing to address this fairly common scenario.

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Does anyone have any pressure maintenance pumps installed on their sprinkler systems without having a fire pump?

In other words, having a pump on the sprinkler system that is only there for the purposes of preventing a false alarm (due to pressure ebbs and spikes in the water supply) instead of boosting the water pressure like a traditional fire and jockey pump combination.

We have some legacy jockey pumps installed like this and it runs into a grey area for maintenance as they don't affect the performance of the sprinkler system they are connected to. Any thoughts?

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I have an inspection question regarding quarterly checks on low air supervisory devices on dry systems.

Is it okay to simply "jump off" the device when not doing a full or partial trip to simply make sure it hits the panel?

I feel like I'm doing a disservice inspecting using this method, but I've seen it a lot. Unfortunately for me, it's been a crapshoot lately on what dry valve is going to go haywire when I drop air via an Inspector's Test Valve or at the riser. I'm thinking of just recommending a bleeder valve to be installed and go the easy route, saving both myself and customers a lot of anxiousness.

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NFPA 25 requires a legible Hydraulic Information Sign.

How do I replace a missing Hydraulic Placard (or calculation plate/card) on an existing system? And what if there isn't original design information available?

I'm curious to see how others are addressing this deficiency.

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Looking for guidance on pressure gauge selection. Is there a requirement for a maximum pressure gauge for testing residual pressures of 40-50 psi on suppression systems?

Wondering if any pressure gauge is adequate or if there's specific guidance I should be following on gauge selection.

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When testing a fire pump from the roof is there a calculation that is necessary to ensure that the flow test is accurate (given pipe sizes, elevation increase, etc)?

NFPA 25, 2014 handbook states that flowing from the roof in the explanatory material is somewhat acceptable (NFPA 25, 2014: 8.3.3.1.3). However, NFPA 20, 2013 A.4.20.3.4(2) has a sample hydraulic calculation sheet for sizing the test header when not using the table which appears to take into account items like friction loss, elevation, etc.

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