skdesigner
Mechanical
- Aug 17, 2010
- 432
I have been reviewing some drawings and calculations done with sprinkcad and have come across something I have not dealt with before, being an autocad/manual entry hydraulic calc kind of guy. In a parking garage, extended coverage sprinklers have been used in a 16' wide bay, to eliminate one branch line. The next bay is 24', which means two lines of standard spray sprinks. The calc area picks up sprinklers on both the extended coverage line and the standard spray lines. The starting pressure and flow for the extended coverage heads is correct, but the 5.6k standard spray heads have been simultaneously calculated based on providing 0.15 gpm over 130 sq. ft. So, the calc shows 11.2K heads discharging at a minimum of 12.1 psi and 39 gpm. The standard spray heads are discharging at a minimum pressure of 12.2 psi and 19.5 gpm.
NFPA 13-2010 22.4.4.6.1.1 Where sprinklers are required to discharge a specific flow or pressure rather than a density, each sprinkler in the design area shall discharge at a flow or pressure at least equal to the minimum required.
Am I wrong in thinking that the standard spray heads should be shown to discharge at least 12.1 psi at 39 gpm?
Thanks in advance!
NFPA 13-2010 22.4.4.6.1.1 Where sprinklers are required to discharge a specific flow or pressure rather than a density, each sprinkler in the design area shall discharge at a flow or pressure at least equal to the minimum required.
Am I wrong in thinking that the standard spray heads should be shown to discharge at least 12.1 psi at 39 gpm?
Thanks in advance!