The provisions of Section 1807 of IBC are adopted by reference with the following modifications:
1. Revise Section 1807.1.3 by replacing "Seismic Design Category C, D, E or F" with "Seismic Design Category C or D."
2. Delete Section 1807.1.4.
3. Revise Table 1807.1.6.2 by:
a. Deleting all columns for 30 and 45 psf per foot;
b. Deleting note d.
4. Revise Section 1807.1.6.2.1 by replacing "Seismic Design Categories C, D, E and F" with "Seismic Design Categories C and D."
5. Revise Table 1807.1.6.3(1) by:
a. Deleting the columns for 30 and 45 psf per foot;
b. Deleting all rows for maximum unbalanced backfill height of 7 feet or greater.
c. Deleting note f.
6. Revise Table 1807.1.6.3(2) by:
a. Deleting the columns for 30 and 45 psf per foot;
b. Deleting note e.
7. Revise Table 1807.1.6.3(3) by:
a. Deleting the columns for 30 and 45 psf per foot;
b. Deleting note e.
8. Revise Table 1807.1.6.3(4) by:
a. Deleting the columns for 30 and 45 psf per foot;
b. Deleting note e.
9. Delete item 4 in Section 1807.1.6.3.2.
10. Revise Section 1807.2.2 by replacing "Seismic Design Category D, E or F" with "Seismic Design Category D."
11. Revise Section 1807.2.3 by replacing "1.5 in each case" with "1.5 and 2.0 respectively."
12. Revise the exception to Section 1807.2.3 by adding a sentence at the end to read:
"Earthquake loads shall not be required to be considered for the design of temporary earth retention systems during construction."
(Amend Coun. J. 2-19-20, p. 14473, Art. II, § 79)