Jonathan Ochshorn
How are holes made in floors (per IBC 2009)? For a question so important in the design of buildings, the code answer is surprisingly difficult to track down. The basic idea seems to be that floors must be continuous (so holes cannot be made), except that this basic prohibition is modified in countless ways. Of course, one can always make a hole (shaft) and then protect it (shaft enclosure): such things are covered in IBC Sec. 708. But to make a hole in a floor — to visually and spatially connect two or more levels by removing a portion of a floor-ceiling assembly — one must follow this logic:
We first start with the fundamental requirement for fire-resistance ratings on building elements, depending on construction type (IBC Table 601). Here, we see that "floor construction and secondary members" require a rating of anywhere from 0 to 2 hours.
Required fire-resistance rating in hours | |||||||||
Part of building | I-A | I-B | II-A | II-B | III-A | III-B | IV | V-A | V-B |
Floor construction and secondary members | 2 | 2 | 1 | 0 | 1 | 0 | heavy timber | 1 | 0 |
Where a rated floor assembly is required (all construction types except II-B, III-B, and V-B, or Type IV heavy timber), the requirements for horizontal assemblies are contained in IBC Sec. 712; Sec. 712.4 requires that floor assemblies be continuous, and without openings, except where allowed in Sec. 712 (not relevant to our question), 708.2, 713.4, and 1022.1. What are those exceptions? IBC Sec. 708.2 contains a gold mine full of exceptions, that is, places where holes can be made in floors. The main exceptions (where holes are permitted in floor assemblies) fall into five categories, aside from covered mall buildings (IBC Sec. 402) which are not included in this discussion:
In general, any permitted hole must be separated from (cannot be continuous with) any other hole that links to another floor.
© 2010 Jonathan Ochshorn. First posted April 30, 2010; last updated September 27, 2011.