SprinklerDesigner2
Mechanical
- Nov 30, 2006
- 1,251
I have a vague question where answers will be based upon personal experience and knowledge of water supplies in your particular geographical location.
I have the good habit of insisting on the "Owners Certificate" because someday the practice will save me from disaster.
I will need to clarify that all expanded plastics are in cartons.
The mercantile in question provided an owners certificate (see attachment) and while only a small part of the store was storage all kinds of alarm bells went off in my head.
The ceiling heights are between 20'-0" and 25'-0" AFF.
I am looking at an NFPA 13-2002 Edition ESFR system:
Table 12.2.3.3.1 ESFR Protection of Palletized and Solid-Pile Storage of Plastic and Rubber Commodities.
Table 12.3.3.3.1 ESFR Protection of Rack Storage without Solid Shelves of Plastics Commodities Stored Up to and Including 25 ft (7.6 m) in Height
Once "Exposed unexpanded" and "Cartoned expanded" the option of using the K25.2 sprinkler is gone and with the lowest possible end head pressure of 35 psi I have to think a fire pump will be required far more often than not.
I have the results of three flow tests around the area and they are:
72 static
46 residual
1,088 gpm
60 static
52 residual
1,034 gpm
68 static
55 residual
1,061 gpm
I know, something doesn't seem right so I will go conduct my own flow test but for now consider the best of the three which is 60, 52 @ 1,034.
The best you can hope for is a total demand of 1,450 gpm. For pressure 35 psi plus another 10 psi for elevation, 5 psi for backflow and a minimum 10 psi for friction loss through pipe and we are looking at a residual pressure of requirement of 60 psi. I don't think I am off on the friction loss by much seeing how we would lose almost 2 psi in only 100' of C900 underground.
I suppose if we make the feed and lines stupidly large we might be able to whittle the 60 psi residual back to 55 psi but I don't think the structural engineer on the project will be happy to see my 8" bulk mains on 24" bar joists.
I've been told a very large (90% or better) portion of these stores have sprinkler systems without fire pumps and, given the contents of the owners certificate, I just don't see how that can be.
Perhaps we would have a better chance without a pump using Factory Mutual standards (the Tyco K25.2 extended coverage head) but this is not a Factory Mutual job.
And now on to the questions.
It rattles me to be told 90% of these projects going in around the country are without fire pumps. I just can't accept that, might I not get the project because I am the only one doing it right? In regards to the owners certificate am I missing something? Perhaps I am the only one to insist on an owners certificate and everyone else is going mercantile OH-2?
In your experience, geographical area and owners certificate, how often would you expect a fire pump to be needed on this project? Just a general answer; 10% of the time, 50% of the time, 90% of the time?
PS
To all the PE's and FPE's if I do get the project I will pay to consult with one in connection with the owners certificate and design criteria I come up with. It's cheap design insurance.
I have the good habit of insisting on the "Owners Certificate" because someday the practice will save me from disaster.
I will need to clarify that all expanded plastics are in cartons.
The mercantile in question provided an owners certificate (see attachment) and while only a small part of the store was storage all kinds of alarm bells went off in my head.
The ceiling heights are between 20'-0" and 25'-0" AFF.
I am looking at an NFPA 13-2002 Edition ESFR system:
Table 12.2.3.3.1 ESFR Protection of Palletized and Solid-Pile Storage of Plastic and Rubber Commodities.
Table 12.3.3.3.1 ESFR Protection of Rack Storage without Solid Shelves of Plastics Commodities Stored Up to and Including 25 ft (7.6 m) in Height
Once "Exposed unexpanded" and "Cartoned expanded" the option of using the K25.2 sprinkler is gone and with the lowest possible end head pressure of 35 psi I have to think a fire pump will be required far more often than not.
I have the results of three flow tests around the area and they are:
72 static
46 residual
1,088 gpm
60 static
52 residual
1,034 gpm
68 static
55 residual
1,061 gpm
I know, something doesn't seem right so I will go conduct my own flow test but for now consider the best of the three which is 60, 52 @ 1,034.
The best you can hope for is a total demand of 1,450 gpm. For pressure 35 psi plus another 10 psi for elevation, 5 psi for backflow and a minimum 10 psi for friction loss through pipe and we are looking at a residual pressure of requirement of 60 psi. I don't think I am off on the friction loss by much seeing how we would lose almost 2 psi in only 100' of C900 underground.
I suppose if we make the feed and lines stupidly large we might be able to whittle the 60 psi residual back to 55 psi but I don't think the structural engineer on the project will be happy to see my 8" bulk mains on 24" bar joists.
I've been told a very large (90% or better) portion of these stores have sprinkler systems without fire pumps and, given the contents of the owners certificate, I just don't see how that can be.
Perhaps we would have a better chance without a pump using Factory Mutual standards (the Tyco K25.2 extended coverage head) but this is not a Factory Mutual job.
And now on to the questions.
It rattles me to be told 90% of these projects going in around the country are without fire pumps. I just can't accept that, might I not get the project because I am the only one doing it right? In regards to the owners certificate am I missing something? Perhaps I am the only one to insist on an owners certificate and everyone else is going mercantile OH-2?
In your experience, geographical area and owners certificate, how often would you expect a fire pump to be needed on this project? Just a general answer; 10% of the time, 50% of the time, 90% of the time?
PS
To all the PE's and FPE's if I do get the project I will pay to consult with one in connection with the owners certificate and design criteria I come up with. It's cheap design insurance.