Appendix A — GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
Section A303 — STRUCTURAL WEAKNESSES
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] A303.1 General. For the purposes of this chapter, any of the following conditions shall be deemed a structural weakness:
- Sill plates or floor framing that are supported directly on the ground without a foundation system that conforms to the building code.
- A perimeter foundation system that is constructed only of wood posts supported on isolated pad footings.
- Perimeter foundation systems that are not continuous.
Exceptions:
- Existing single-story exterior walls not exceeding 10 feet (3048 mm) in length, forming an extension of floor area beyond the line of an existing continuous perimeter foundation.
- Porches, storage rooms and similar spaces not containing fuel-burning appliances.
- A perimeter foundation system that is constructed of unreinforced masonry or stone.
- Sill plates that are not connected to the foundation or that are connected with less than what is required by the building code.
Exception: Where approved by the code official, connections of a sill plate to the foundation made with other than sill bolts shall be accepted if the capacity of the connection is equivalent to that required by the building code. 6. Cripple walls that are not braced in accordance with the requirements of Section A304.4 and Table A304.3.1, or cripple walls not braced with diagonal sheathing or wood structural panels in accordance with the building code.
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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
-
▸ 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…