I am in a townhouse and my body corporate bylaws allow me to lay down flooring in my roof space and use it for utility storage. An engineer has confirmed that the framing can support a floor, people walking on it, and the usual range of stored domestic goods. The property was built before current building codes and the joist span in the roof is wider than usual in some places, up to 900mm. We are allowed to modify joists and battens, as long as a licensed builder does it.
In addition to providing storage, I see an opportunity to beef up our individual townhouse's fire resistance with choice of flooring. There are no fire walls in the roof (again, the property pre-dates that requirement) and it is not feasible to retrofit them. The bylaw deals with securing the area without triggering a requirement to build firewalls by requiring that the storage area be sealed off with non-wall barriers such as cages, fencing, or removable partitions, and it's also not permitted to seal off the entire footprint, you have to leave a corridor for trades because there are common utilities in the roof. I'm not particularly seeking advice on that aspect, it's just to give context that the gold standard fire strengthening choice, a firewall, isn't available in this case, so I'm after the next-best-feasible option, which seems to me is choosing a roof space flooring with fire resistant properties. The flooring will be over the top of Earthwool insulation.
There is also a practical issue regarding getting flooring into the space. I have an opening hatch and ladder approx 1000mm x 900mm. I have solar panels on the roof, so lifting the roof sheets to get materials in would be non-trivial. This limits the size of material that can go into the space.
I am not building this myself, I have a friend who is a licensed builder who will do the work (this is a bylaw requirement). The last time we discussed this, he was leaning towards 18mm plywood or possibly formply, but at that time fire resistance was not part of the discussion. This isn't his usual sort of work (he subs on big-budget large commercial builds), so although he is qualified to do a job that will be structurally sound, he doesn't necessarily have the wide product knowledge of options for a budget/utility use case. So I thought I would throw it out here for thoughts before our next discussion. Appreciate any thoughts.