arion
Materials
- Nov 22, 2010
- 42
Hi,
Figure 17.2.1.2.1(b) of the NFPA 13 shows in-rack sprinkler requirements for 0.60 gpm/ft^2 per 2000 ft^2 and 0.30 gpm/ft^2 per ft^2.
If I am analyzing an existing building that was designed for a 3,000 ft^2 design area, how can I find the equivalent gpm/ft^2 for this? Is it as easy as I think it is (as follows)?:
0.30 / 2000 = X / 3000
X = (0.30 (3000)) / 2000
X = 0.45 gpm/ft^2
FOLLOW-UP QUESTION:
If this is the case, and the flow is 0.45 gpm/ft^2, how am I supposed to analyze the existing building for it's actual design density/area, which is 0.33/3000 in the NFPA 13?
Does it mean that if your warehouse is designed at 0.33/3000, it is simply not able to adequately protect group A plastics?
Thanks!
Figure 17.2.1.2.1(b) of the NFPA 13 shows in-rack sprinkler requirements for 0.60 gpm/ft^2 per 2000 ft^2 and 0.30 gpm/ft^2 per ft^2.
If I am analyzing an existing building that was designed for a 3,000 ft^2 design area, how can I find the equivalent gpm/ft^2 for this? Is it as easy as I think it is (as follows)?:
0.30 / 2000 = X / 3000
X = (0.30 (3000)) / 2000
X = 0.45 gpm/ft^2
FOLLOW-UP QUESTION:
If this is the case, and the flow is 0.45 gpm/ft^2, how am I supposed to analyze the existing building for it's actual design density/area, which is 0.33/3000 in the NFPA 13?
Does it mean that if your warehouse is designed at 0.33/3000, it is simply not able to adequately protect group A plastics?
Thanks!