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Facilities (ASCE, 2011): Presents practical recommendations regarding the design and safety of petrochemical facilities during and after an earthquake,. 1) Describe code based seismic design in accordance with ASCE 7-16 and IBC 2012. ASCE 7-10: Minimum Design Loads for Buildings and Other Structures. Occupancy Category (ASCE 7). I) Low risk occupancy. Agricultural facilities. Temporary facilities. Minor storage facilities. II) Normal hazard occupancy. Seismic Loads: Guide to the Seismic Load Provisions of ASCE 7-10 provides clear, authoritative explanations of the seismic design provisions contained in COEFFICIENT OF SEISMIC LOADS BASED ON ASCE 7- 10 · 1- Maximum Considered Earthquake Ground Motion for Mutlah, Kuwait · 5- Design Spectral Acceleration Parameters.The assumption is that buildings designed in accordance with ASCE 7-10 have a collapse probability of not more than 10% (on average) if MCER ground motions were ASCE/SEI 7-10 Minimum Design Loads for ASCE/SEI 41-06 Seismic Rehabilitation of Existing. Buildings guidelines include the NESC, ASCE Manual 74, and. Seismic Loads Based on IBC 2012/ASCE 7-10. Download Free PDF The seismic design category for a structure is permitted to be determined in accordance