Appendix A — GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
Section A302 — DEFINITIONS
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] A302.1 Definitions. For the purpose of this chapter, in addition to the applicable definitions in the building code, certain additional terms are defined as follows:
[BS] ADHESIVE ANCHOR. An assembly consisting of a threaded rod, washer, nut, and chemical adhesive approved by the code official for installation in existing concrete or masonry.
CODE OFFICIAL. “Code Official” shall have the same meaning as Enforcing Agency.
[BS] CRIPPLE WALL. A wood-frame stud wall extending from the top of the foundation to the underside of the lowest floor framing.
ENFORCING AGENCY. The designated department or agency as specified by statute or regulation.
[BS] EXPANSION ANCHOR. An approved post-installed anchor, inserted into a predrilled hole in existing concrete or masonry, that transfers loads to or from the concrete or masonry by direct bearing or friction or both.
[BS] PERIMETER FOUNDATION. A foundation system that is located under the exterior walls of a building.
[BS] SNUGTIGHT. As tight as an individual can torque a nut on a bolt by hand, using a wrench with a 10-inch-long (254 mm) handle, and the point at which the full surface of the plate washer is contacting the wood member and slightly indenting the wood surface.
[BS] WOOD STRUCTURAL PANEL. A panel manufactured from veneers, wood strands or wafers or a combination of veneer and wood strands or wafers bonded together with waterproof synthetic resins or other suitable bonding systems. Examples of wood structural panels are:
Composite panels. A wood structural panel that is comprised of wood veneer and reconstituted wood-based material and bonded together with waterproof adhesive.
Oriented strand board (OSB). A mat-formed wood structural panel comprised of thin rectangular wood strands arranged in cross-aligned layers with surface layers normally arranged in the long panel direction and bonded with waterproof adhesive.
Plywood. A wood structural panel comprised of plies of wood veneer arranged in cross-aligned layers. The plies are bonded with waterproof adhesive that cures on application of heat and pressure.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
APPENDIX A—GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
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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…