Table R403.1 is hereby deleted in its entirety and the following table shall be substituted therefor:

TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)^a

	LOAD-BEARING VALUE OF SOIL (psf)
	1,500	2,000	3,000	≥ 4,000
Conventional light-frame construction
1-story	12	12	12	12
2-story	16	15	12	12
3-story	23	18	12	12
4-inch brick veneer over light frame or 8-inch hollow concrete masonry
1-story	15	12	12	12
2-story	21	18	12	12
3-story	32	24	16	12
8-inch solid or fully grouted masonry
1-story	18	15	12	12
2-story	29	21	14	12
3-story	42	32	21	16

For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa.

^a Where minimum footing width is 12 inches, use of a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.