CanuckMiner
Mechanical
- Jun 6, 2001
- 131
In a question related to my recent thread in regarding Water Demand, can anyone give me an idea about how to select an area of demand?
The project I'm working on has a total area of more than 10,000 sq feet (but less than 25,000 sq ft), laid out in an H-pattern (i.e. resembling the letter H). It is highly unlikely that a fire would engulf the entire area unless the fire suppression system did not work, and even then...not likely.
It is more likely that a fire would be limited to one of the upright branches of the "H" (roughly 3,000 sq ft) or even half of one of the upright branches (1,500 sq ft). I am tempted to use an Area of Demand of 3,000 sq ft, but would like to have a more firm resolution that that is the correct area to use.
The NFPA 13 standard seems rather vague on the issue. I have old (+/- 15 years) Factory Mutual data sheets indicating I should be using 3000-4000 sq ft for my Area of Demand.
Anyone have any experience with this kind of design? I could provide more information if necessary.
Cheers,
CanuckMiner
The project I'm working on has a total area of more than 10,000 sq feet (but less than 25,000 sq ft), laid out in an H-pattern (i.e. resembling the letter H). It is highly unlikely that a fire would engulf the entire area unless the fire suppression system did not work, and even then...not likely.
It is more likely that a fire would be limited to one of the upright branches of the "H" (roughly 3,000 sq ft) or even half of one of the upright branches (1,500 sq ft). I am tempted to use an Area of Demand of 3,000 sq ft, but would like to have a more firm resolution that that is the correct area to use.
The NFPA 13 standard seems rather vague on the issue. I have old (+/- 15 years) Factory Mutual data sheets indicating I should be using 3000-4000 sq ft for my Area of Demand.
Anyone have any experience with this kind of design? I could provide more information if necessary.
Cheers,
CanuckMiner