Code Reference
StructuralIBC 2021

Section 1613.1/Earthquake Loads

IBC 1613 establishes earthquake load requirements by referencing ASCE 7 Chapters 11 through 23, with mapped acceleration parameters and seismic design category determination.

What this section requires

Every structure must be designed for earthquake loads per ASCE 7 Chapters 11 through 23, with exceptions for detached dwellings in SDC A, B, or C and agricultural buildings. The process begins with the mapped spectral acceleration parameters SS and S1 from ASCE 7 Section 11.4, adjusted for site class to produce the design parameters SDS and SD1. The Risk Category and design parameters together determine the Seismic Design Category (A through F), which sets the level of seismic detailing, analysis method, and design requirements. The structural general notes must include the mapped parameters, site class, design parameters, Risk Category, Seismic Design Category, seismic force-resisting system, and the response modification coefficient R.

Why this section exists

Earthquakes produce ground accelerations that subject buildings to lateral forces and deformations. The design process uses the site-specific seismic hazard combined with the building importance (Risk Category) to determine how much seismic detailing is required. The Seismic Design Category is the key classification: it determines whether standard construction detailing is adequate (SDC A and B) or whether special seismic detailing is required (SDC C through F). The equivalent lateral force procedure in ASCE 7 converts the seismic hazard into design forces applied to the structure.

What plan reviewers look for

Plan reviewers check the structural general notes for all required seismic design parameters: SS, S1, site class, SDS, SD1, Risk Category, Seismic Design Category, seismic system, R factor, and the analysis procedure. They verify the site class matches the geotechnical report. They verify the SDC is correctly determined. They check that the seismic system is permitted for the SDC. They verify that special detailing requirements are specified where required by the SDC.

Common violations

Site class assumed without geotechnical data
The structural general notes state "Site Class D (default)" but a geotechnical report showing Site Class E is available. Using the default when site-specific data is available underestimates the design forces. The actual site class must be used.
Seismic design parameters missing from notes
The structural general notes state the Seismic Design Category but do not list the mapped parameters (SS, S1), site class, or design parameters (SDS, SD1). All parameters must be documented on the drawings.
Compliance tip
List every seismic design parameter on the structural general notes: SS, S1, Fa, Fv, SDS, SD1, site class (with geotechnical report reference), Risk Category, Seismic Design Category, seismic system from Table 12.2-1 with R, Cd, and omega-0 values, and the analysis procedure. Include the ASCE 7 edition used.
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Related sections

11.4.1Mapped Acceleration ParametersASCE 7-2212.8.1Seismic Base ShearASCE 7-221604.5Risk CategoryIBC 2021