Los Angeles’s structural design guidelines for non-ductile concrete retrofit, updated through Information Bulletin IB-P-BC-2020-152 and referencing the 2026 Los Angeles Existing Building Code, require analysis under ASCE 41-23 Tier 3 using the BSE-1E and BSE-2E seismic hazard levels.
Material properties must be established through testing — concrete cores, rebar investigation, and soil data — before any analytical model is valid.
We build our evaluation workflow around these requirements from the start, which means fewer LADBS corrections and a faster path to your Certificate of Compliance.
Firms still working off ASCE 41-17 or earlier code cycles may produce reports that require revision before the city will accept them.