On these railing systems, the main structural member is the glass baluster, Glass Rail without post stand per section 2407.1.2 (FBC/IBC) the top rail shall be supported at least by 3 glass panels or otherwise so it remains in place in the case that one baluster panel fails, nonetheless, the code also provides an exception to the rule where laminated glass is proportioned and is subject to the building official approval, in all of this cases the glass shall comply with all the load requirements from section 1607.8 (IBC / FBC). and special attention is required for the glass deflection in order to avoid an entrapment hazard.

These conditions are only acceptable outside the wind-borne debris region in Florida when testing on the railing has not been conducted.
When railing is located on the wind-borne debris region testing must be conducted per requirements of section 1609.1.2 and for systems installed on the Florida HVHZ (Dade and Broward Counties), testing shall be conducted per FBC 1618.4.6.4, and ultimately it is up to the authority having jurisdiction to approve these installations on a site-specific basis.
TIP: Some municipalities like Miami – Dade have a checklist on their websites with the minimum requirements for this system to be approved or minimum requirements for testing.