We are in a seismic zone D and ASCE 7 would apply. IBC Chapter 16 will direct you to ASCE 7.
ASCE 7
13.1.3 Component Importance Factor. All components shall be assigned a component importance factor as indicated in this section. The component importance factor, Ip, shall be taken as 1.5 if any of the following conditions apply:
1. The component is required to function for life-safety purposes after an earthquake, including fire protection sprinkler systems.2. The component contains hazardous materials.3. The component is in or attached to an Occupancy Category IV structure and it is needed for continued operation of the facility or its failure could impair the continued operation of the facility.All other components shall be assigned a component importance factor, Ip, equal to 1.0.
13.1.4 Exemptions. The following nonstructural components are exempt from the requirements of this section:
1. Architectural components in Seismic Design Category B other than parapets supported by bearing walls or shear walls provided that the component importance factor, Ip, is equal to 1.0.2. Mechanical and electrical components in Seismic Design Category B.3. Mechanical and electrical components in Seismic Design Category C provided that the component importance factor, Ip, is equal to 1.0.4. Mechanical and electrical components in Seismic Design Categories D, E, and F where the component importance factor, Ip, is equal to 1.0 and either:a. Flexible connections between the components and associated ductwork, piping, and conduit are provided.
b. Components are mounted at 4 ft (1.22 m) or less above a floor level and weigh 400 lb (1780 N) or less.
5. Mechanical and electrical components in Seismic Design Categories D, E, and F where the component importance factor, Ip, is equal to 1.0 anda. Flexible connections between the components and associated ductwork, piping, and conduit are provided.
b. The components weigh 20 lb (89 N) or less or, for distribution systems, weighing 5 lb/ft (73 N/m) or less.
When the lights or grills exceed 20lb then they need altenate supports or bracing. What is your seismic zone?