1603.1.6 Earthquake design data.
BC § 1603.1.6
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.
