Your building is probably a single story, with concrete panel walls poured flat and tilted up, and a wood or steel roof deck spanning between them. If it was built before 1999 and covers more than 3,000 square feet, assume it is subject until a screening says otherwise.
The vulnerability is the connection between the heavy walls and the light roof. In past earthquakes, panels pulled away from roofs that were nailed rather than tied. Appendix A Chapter A2 retrofits add those ties and strengthen the roof diaphragm, usually without closing the building.
A previous Chapter A2 retrofit with a finaled permit takes the building out of the program, but only once DBI approves the screening form that documents it.