Appendix A — GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
Section A401 — GENERAL
2025 California Existing Building Code (Title 24, Part 10) · 2025 edition · updated 2026-07-27 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
[BS] A401.1 Purpose. The purpose of this chapter is to promote public welfare and safety by reducing the risk of death or injury as a result of the effects of earthquakes on existing wood-frame, multiple-unit residential buildings. The ground motions of past earthquakes have caused the loss of human life, personal injury and property damage in these types of buildings. This chapter creates minimum standards to strengthen the more vulnerable portions of these structures. Where fully followed, these minimum standards will improve the performance of these buildings but will not necessarily prevent all earthquake-related damage.
[BS] A401.2 Scope. The provisions of this chapter apply to existing buildings of wood construction that contain residential occupancies and are assigned to Risk Category II, and where the structure has a soft, weak or open-front wall line, and there exists one or more stories above .
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Ask AI about this code▸ Contents — 2025 California Existing Building Code (Title 24, Part 10)
- 104.11 for consideration of alternative means of compliance.
- Chapter 1 — ADMINISTRATION
- Chapter 2 — DEFINITIONS
- Chapter 3 — PROVISIONS FOR ALL COMPLIANCE METHODS
- Chapter 3A — PROVISIONS FOR ALL COMPLIANCE METHODS
- Chapter 4 — REPAIRS
- Chapter 4A — REPAIRS
- Chapter 5 — PRESCRIPTIVE COMPLIANCE METHOD
- Chapter 5A — PRESCRIPTIVE COMPLIANCE METHOD
- Chapter 6 — CLASSIFICATION OF WORK
- Chapter 7 — ALTERATIONS—LEVEL 1
- Chapter 8 — ALTERATIONS—LEVEL 2
- Chapter 9 — ALTERATIONS—LEVEL 3
- Chapter 10 — CHANGE OF OCCUPANCY
- Chapter 11 — ADDITIONS
- Chapter 12 — HISTORIC BUILDINGS
- Chapter 13 — PERFORMANCE COMPLIANCE METHODS
- Chapter 14 — RELOCATED OR MOVED BUILDINGS
- Chapter 15 — CONSTRUCTION SAFEGUARDS
- Chapter 16 — REFERENCED STANDARDS
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▸ Appendix A — GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING B…
Overview- Section A100 — APPLICATION
- Section A101 — PURPOSE
- Section A102 — SCOPE
- Section A103 — DEFINITIONS
- Section A104 — SYMBOLS AND NOTATIONS
- Section A105 — GENERAL REQUIREMENTS
- Section A106 — MATERIALS REQUIREMENTS
- Section A107 — QUALITY CONTROL
- Section A108 — DESIGN STRENGTHS
- Section A109 — ANALYSIS AND DESIGN PROCEDURE
- Section A110 — GENERAL PROCEDURE
- Section A111 — SPECIAL PROCEDURE
- Section A112 — ANALYSIS AND DESIGN
- Section A113 — DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
- Section A114 — WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
- Section A201 — PURPOSE
- Section A202 — SCOPE
- Section A203 — DEFINITIONS
- Section A204 — SYMBOLS AND NOTATIONS
- Section A205 — GENERAL REQUIREMENTS
- Section A206 — ANALYSIS AND DESIGN
- Section A207 — MATERIALS OF CONSTRUCTION
- Section A301 — GENERAL
- Section A302 — DEFINITIONS
- Section A303 — STRUCTURAL WEAKNESSES
- Section A304 — STRENGTHENING REQUIREMENTS
- Section A401 — GENERAL
- Section A402 — DEFINITIONS
- Section A403 — ANALYSIS AND DESIGN
- Section A404 — PRESCRIPTIVE MEASURES FOR WEAK STORY
- Section A405 — MATERIALS OF CONSTRUCTION
- Section A406 — CONSTRUCTION DOCUMENTS
- Section A407 — QUALITY CONTROL
- Section A501 — REFERENCED STANDARDS
- Appendix B — SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXIS…
- Appendix C — GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUIL…
- Appendix D — BOARD OF APPEALS
- Appendix E — TEMPORARY EMERGENCY USES
- Appendix A — GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS A…