MaInspector
Civil/Environmental
- Apr 2, 2009
- 19
Hello all,
I have a question about designing a full NFPA 13 Hydraulically calculated system using the density / area curves from figure 11.2.3.1.1 of the 2007 edition.
My question is when you have a large building (say 7,000 sq.ft.) with an Ordinary 2 occupancy classification, is it acceptable to design the system using the most remote 1,500 sq. ft. at .20 (gpm/ft2)Density or do you have to max out on the chart at 4,000 sq. ft. at .15 (gpm/ft2)Density?
I have a question about designing a full NFPA 13 Hydraulically calculated system using the density / area curves from figure 11.2.3.1.1 of the 2007 edition.
My question is when you have a large building (say 7,000 sq.ft.) with an Ordinary 2 occupancy classification, is it acceptable to design the system using the most remote 1,500 sq. ft. at .20 (gpm/ft2)Density or do you have to max out on the chart at 4,000 sq. ft. at .15 (gpm/ft2)Density?