dssprdesigner
Mechanical
- Jan 22, 2015
- 8
I just have a question about NFPA 13R 7.3.3.1(3)
If I were to use a quick-response dry pendent sprinkler in a 13R single dwelling unit garage, if the head is spaced at 225sq.ft and designed to operate at a 0.05gpm/sq.ft density a K5.6 sprinkler would only need 11.25USGPM @ 4.04psi. a K4.9 sprinkler would demand 11.25USGPM @ 5.27psi. (I haven't found a K-factor smaller in Dry Pendents).
Is the intent of 7.3.3.1(3) to have heads operating at less than 7psi?
If I were to use a quick-response dry pendent sprinkler in a 13R single dwelling unit garage, if the head is spaced at 225sq.ft and designed to operate at a 0.05gpm/sq.ft density a K5.6 sprinkler would only need 11.25USGPM @ 4.04psi. a K4.9 sprinkler would demand 11.25USGPM @ 5.27psi. (I haven't found a K-factor smaller in Dry Pendents).
Is the intent of 7.3.3.1(3) to have heads operating at less than 7psi?