NFPA 13 (16ed) sections 16.1.6.6 and 16.1.6.8
I have a customer that installed solid shelve racks in part of a warehouse protected with ESFR sprinklers. NFPA 2016 allows this provided we follow section 16.1.6. What overhead density would I use for the ESFR sprinklers? Is 16.1.6.8 saying that I should use the same overhead density as the original design (K14 @ 50psi) balanced with the in rack sprinklers? Does 16.1.6.6 allow a calculation to be run only for the demand of the in rack sprinklers without the overhead system? Thanks, Dewayne
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