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Non-Load Bearing Partitions

Non-Load Bearing Partitions

Non-Load Bearing Partitions

(OP)
Does anyone know the bracing requirements for interior non-load bearing partitions?

RE: Non-Load Bearing Partitions

What kind of requirements?

From the IBC:

Quote:


1607.13 Interior walls and partitions. Interior walls and partitions that exceed 6 feet (1829 mm) in height, including their finish materials, shall have adequate strength to resist the loads to which they are subjected but not less than a horizontal load of 5 psf (0.240 kN/m2).

You should sufficiently anchor the top of wall or design it as a cantilever. If you are anchoring the top of wall to a floor that can deflect, you should provide a vertical deflection clip of the appropriate size at each stud.

RE: Non-Load Bearing Partitions

Can you be more specific? Type of non-load bearing wall, location, etc.

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