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, Ie.
3. Mapped spectral response acceleration parameters, SS and S1.
4. Site class.
5. Design spectral response acceleration parameters, SDS and SD1.
6. Seismic design category.
7. Basic seismic force-resisting system(s).
8. Design base shear(s).
9. Seismic response coefficient(s), CS.
10. Response modification coefficient(s), R.
11. Analysis procedure used.
1. Risk category.
2. Seismic importance factor, Ie.
3. Mapped spectral response acceleration parameters, SS and S1.
4. Site class.
5. Design spectral response acceleration parameters, SDS and SD1.
6. Seismic design category.
7. Basic seismic force-resisting system(s).
8. Design base shear(s).
9. Seismic response coefficient(s), CS.
10. Response modification coefficient(s), R.
11. Analysis procedure used.