1603.1.5 Earthquake Design Data

The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral force-resisting system of the structure:

1. Risk category.

2. Seismic importance factor, I_e.

3. Mapped spectral response acceleration parameters, S_S and S₁.

4. Site class.

5. Design spectral response acceleration parameters, S_DS and S_D1.

6. Seismic design category.

7. Basic seismic force-resisting system(s).

8. Design base shear(s).

9. Seismic response coefficient(s), C_S.

10. Response modification coefficient(s), R.

11. Analysis procedure used.