N.M. Admin. Code § 14.7.2.27 - CHAPTER 19 - CONCRETE
See this chapter of the IBC except as provided below.
A.
Section 1906 Footings for
Light-Frame Construction. Delete this section of the IBC with no
substitution.
B.
Section 1907
Minimum Slab Provisions. See this section of the IBC except as provided
below. Section 1907.1 General. Delete this section and the
exception and substitute with the following: The thickness of concrete floor
slabs supported directly on the ground shall be not less than 31/2 inches
(89mm). When required by a geotechnical investigation, design professional,
building official or where moisture sensitive flooring is present, a minimum A
6-mil (0.006 inch; 0.15mm) polyethylene vapor retarder with joints lapped not
less than 6 inches (152mm) shall be placed between the base course or subgrade
and the concrete floor slab, or other approved equivalent methods or materials
shall be used to retard vapor transmission through the floor slab.
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