Appendix A — GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
Section A114 — WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
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] A114.1 General. Walls of unburned clay, adobe or stone masonry construction shall conform to the following:
Walls of unburned clay, adobe or stone masonry shall not exceed a height- or length-to-thickness ratio specified in Table A114.1.
Adobe shall be allowed a maximum value of 9 pounds per square inch (62.1 kPa) for shear unless higher values are justified by test.
Mortar for repointing may be of the same soil composition and stabilization as the brick, in lieu of cement mortar.
| [BS]TABLE A114.1—MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS | |||
|---|---|---|---|
| _SD_1 | _SD_1 | _SD_1 | |
| 0.13g ≤****_SD_1 < 0.25g | 0.25g ≤****_SD_1 < 0.4g | _SD_1 ≥ 0.4g | |
| One-story buildings | 12 | 10 | 8 |
| Two-story buildings | |||
| First story | 14 | 11 | 9 |
| Second story | 12 | 10 | 8 |
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
APPENDIX A-18 2025 CALIFORNIA EXISTING BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE
APPENDIX A
CHAPTER A2 – EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
(Matrix Adoption Tables are nonregulatory, intended only as an aid to the code user. See Chapter 1 for state agency authority and building applications.)
| Adopting Agency | BSC | BSC- CG |
SFM | HCD | DSA | OSHPD | BSCC | DPH | AGR | DWR | CEC | CA | SL | SLC | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Adopting Agency | BSC | BSC- CG |
SFM | 1 | 2 | 1/AC | AC | SS | SS/CC | 1 | 1R | 2 | 3 | 4 | 5 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 |
| Adopt Entire Chapter | ||||||||||||||||||||||||
| Adopt Entire Chapter as amended (amended sections listed below) |
X | |||||||||||||||||||||||
| Adopt only those sections that are listed below |
||||||||||||||||||||||||
| Chapter / Section | ||||||||||||||||||||||||
| A202.1 | X |
The state agency does not adopt sections identified with the following symbol: The Office of the State Fire Marshal’s adoption of this chapter or individual sections is applicable to structures regulated by other state agencies pursuant to Section 1.11.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
APPENDIX A-20 2025 CALIFORNIA EXISTING BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
APPENDIX A—GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A2
EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
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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…