Thanks for all the replies, fellas. I purposely left the question open-ended to see if I could solicit any pointers from those of you who have handled something like this before. Especially my friends in high-wind and seismic zones.
I've dealt with similar scenarios several times, but this one was somewhat different. First, it's just a portion of the building being worked on. Usually I deal with an entire building. Second, it was just a phone call, from an arch, asking what he had to do in order to do this. I basically pointed him to the appendices and told him he'd know more when I know more. He couldn't even tell me if there were footings and wasn't too concerned about finding out. So I ask myself "self, does it matter?"
NY has a bastardized version of the IRC (sometimes for better, sometimes for worse), so I don't know if what I am looking at will reflect what you guys would do, but here's where I am at-
-Alteration Level 2 due to reconfiguration of space
-alterations cannot increase non-conformance
-all newly constructed elements must comply
-increased live and dead loads must be supported by members complying with the code
-"New structural members in alterations, including connections and anchorage, shall comply with this code."
I am not going to tell them what to call it, and I am certainly not going to advise them to lie about what it is, nor do I think they are intent on doing that.
So, lets propose a hypothetical scope of work consisting of residing the building and converting one of two garage bays into a unconditioned, non-habitable yet finished (occupiable?) space. Sheetrock on the walls and ceiling, light switches for interior and exterior lights, receptacles and... a new window and some french doors where previously there were no openings.
Less than 1 foot from PL.. where do you guys stand on fire-resistance?
Obviously, no new openings adjacent to the PL
Newly introduced live and dead loads probably not a concern
Insulate.. don't insulate.. not conditioned.. so who cares
What about new openings? Shall comply, including connections and anchorage? How do my seismic and high-wind BO's handle this?
Thanks again
Tim