Hi,
I'm doing a commercial TI with a few half court basketball courts within an existing open space. I'm using an occupant load factor of 15sf per person, which gives me over 50 ppl per court (68 to be exact). This seems completely unrealistic, as there will only be 3 on 3 or sometimes 5 on 5 on these courts. I've explained this to the AHJ and he's making us go with the 15 sf per person. I assume because of this, we'll also need 2 exits per court, correct? With doors swinging out?
Another question: could one court have one exit into a corridor and the other exit into an adjoining court and then out an exit door, as long as that exit door is wide enough for the added occupant load?
I'd ask this of the AHJ but he's hard to reach and I trust all of you!
I'm doing a commercial TI with a few half court basketball courts within an existing open space. I'm using an occupant load factor of 15sf per person, which gives me over 50 ppl per court (68 to be exact). This seems completely unrealistic, as there will only be 3 on 3 or sometimes 5 on 5 on these courts. I've explained this to the AHJ and he's making us go with the 15 sf per person. I assume because of this, we'll also need 2 exits per court, correct? With doors swinging out?
Another question: could one court have one exit into a corridor and the other exit into an adjoining court and then out an exit door, as long as that exit door is wide enough for the added occupant load?
I'd ask this of the AHJ but he's hard to reach and I trust all of you!