CEBC · California Existing Building Code
Repairs (Chapter 4 — repair-specific rules for materials, means of egress, structural, MEP, etc.)
Chapter 4 of the CEBC sets repair‑specific rules (materials, egress, structural and MEP) and explains when repairs may be like‑for‑like versus when evaluation or retrofit is required.
Last reviewed: July 6, 2026
Overview
Chapter 4 of the California Existing Building Code (CEBC) is the stand‑alone chapter that governs repairs to existing buildings — defining when like‑for‑like repairs are permitted and where repaired work must meet current new‑construction requirements. The chapter scope and general compliance rule (work must not make the building less complying than before the repair) are set out in Section 401 (§ 401) and in the chapter introduction, which explains that Chapter 4 is independent of the CEBC compliance methods and focuses specifically on repairs.
Chapter 4 addresses repair rules for building elements and materials (§ 402), fire protection (§ 403), means of egress (§ 404), structural repairs and damage evaluation (§ 405, including the substantial‑damage evaluation and retrofit triggers), and the building systems — electrical (§ 406), mechanical (§ 407) and plumbing (§ 408). These sections explain when like‑for‑like replacement is acceptable, when replacement must comply with the California Building, Electrical, Mechanical or Plumbing Codes, and when repairs require evaluation or retrofit (for example after substantial structural, seismic, flood or snow damage). See the chapter table of contents for the full section list.
In this section
Code references
Grounded in the retrieved California Existing Building Code — click a citation to read the verbatim passage:
CEBC § 401.1 High relevance — show source text
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4 REPAIRS
User notes:
About this chapter: Chapter 4 provides requirements for repairs of existing buildings. The provisions define conditions under which repairs may be made using materials and methods like those of the original construction or the extent to which repairs must comply with requirements for new buildings.
SECTION 401—GENERAL
401.1 Scope. R epairs shall comply with the requirements of this chapter. Repairs to historic buildings and structures shall comply with Part 8, Title 24, C.C.R. [OSHPD 1R, 2, 4 & 5] Repairs to historic buildings not adopted by OSHPD. Repairs shall comply with the requirements in the California Building Code, Sections 1224.2, 1225.2, 1226.2, 1227.2 and 1228.2 for functional requirements as applicable.
401.1.1 Bleachers, folding and telescopic seating and grandstands. Repairs to existing bleachers, folding and telescopic seating and grandstands shall comply with ICC 300.
401.1.2 Scope. [BSC] For state-owned buildings, including those owned by the University of California and the California State University and the Judicial Council, the requirements of Sections 405.2.1 and 405.2.3 are replaced by the requirements of Sections 317 through 322.
401.2 Compliance. The work shall not make the building less complying than it was before the repair was undertaken. Work on nondamaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to requirements for alterations.
[BS] 401.3 Flood hazard areas. In flood hazard areas, repairs that constitute substantial improvement shall require that the building comply with Section 1612 of the California Building Code, or Section R306 of the California Residential Code, as applicable.
SECTION 402—BUILDING ELEMENTS AND MATERIALS
402.1 Glazing in hazardous locations. Replacement glazing in hazardous locations shall comply with the safety glazing requirements of the California Building Code or California Residential Code as applicable.
Exception: Glass block walls, louvered windows and jalousies repaired with like materials.
402.2 Existing materials. [HCD] Existing materials shall comply with Section 302.3.
402.3 New and replacement materials. [HCD & HCD 2] New and replacement materials used for repairs shall comply with Section 302.4.
SECTION 403—FIRE PROTECTION
403.1 General. Repairs shall be done in a manner that maintains the level of fire protection provided.
SECTION 404—MEANS OF EGRESS
404.1 General. Repairs shall be done in a manner that maintains the level of protection provided for the means of egress.
SECTION 405—STRUCTURAL
[BS] 405.1 General. Structural damage shall be repaired in compliance with this section and Section 401.2.
405.1.1 Structural concrete. Repair of structural concrete shall be permitted to comply with ACI 562 Section 1.7, except where Section 405.2.2, 405.2.3 or 405.2.4.1 requires compliance with Section 304.3.
CEBC § 3A-9 High relevance — show source text
305A In-Situ Load Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3A-9
306A Accessibility for Existing Buildings . . . . . . . . . . . . . . . .3A-9
307A Smoke Alarms. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3A-9
308A Carbon Monoxide Detection . . . . . . . . . . . . . . . . . . . . . .3A-9
309A Reserved . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3A-10
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CONTENTS
310A Compliance Alternatives for Services/Systems and Utilities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3A-10
311A Compliance Alternatives for Means of Egress. . . . . 3A-11
312A Removal of Hospital SPC and Freestanding Buildings from General Acute Care Service. . . 3A-12
313A Earthquake Monitoring Instruments for Existing Buildings . . . . . . . . . . . . . . . . . . . . . . 3A-14
CHAPTER 4 REPAIRS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
401 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
402 Building Elements and Materials . . . . . . . . . . . . . . . . . 4-3
403 Fire Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
404 Means of Egress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
405 Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
406 Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
407 Mechanical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
408 Plumbing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
CEBC § 4-3 High relevance — show source text
CHAPTER 4 REPAIRS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
401 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
402 Building Elements and Materials . . . . . . . . . . . . . . . . . 4-3
403 Fire Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
404 Means of Egress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
405 Structural . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
406 Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
407 Mechanical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
408 Plumbing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
CHAPTER 4A [OSHPD 1] REPAIRS . . . . . . . . . . . . . . . . . . . . .4A-3
401A General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4A-3
402A Building Elements and Materials. . . . . . . . . . . . . . . . . .4A-3
403A Fire Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4A-3
404A Means of Egress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4A-3
405A Structural. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4A-3
406A Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4A-4
407A Mechanical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4A-4
CEBC § 105.2 High relevance — show source text
401 A .2 Compliance. The work shall not make the building less complying than it was before the repair was undertaken. Work on nondamaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to requirements for alterations.
401 A .3 Flood hazard areas. In flood hazard areas, repairs that constitute substantial improvement shall require that the building comply with Section 1612 A of the California Building Code .
SECTION 402 A —BUILDING ELEMENTS AND MATERIALS
402 A .1 Glass replacement. The installation or replacement of glass shall be as required for new installations in accordance with the California Building Code.
SECTION 403 A —FIRE PROTECTION
403 A .1 General. Fire protection shall comply with the California Building Standards Code.
SECTION 404 A —MEANS OF EGRESS
404 A .1 General. Repairs shall be done in a manner that maintains the level of protection provided for the means of egress.
SECTION 405 A —STRUCTURAL
405 A .1 General. Structural damage shall be repaired in compliance with this section and Section 401 A .2.
Exception: Routine maintenance required by Chapter 3A, ordinary repairs exempt from permit in accordance with California Building Code Section 105.2, and abatement of wear due to normal service conditions shall not be subject to the requirements for repairs in this section.
405 A .1.1 Structural concrete. Repair of structural concrete shall be permitted to comply with ACI 562 Section 1.7, except where Section 405.2.2, 405.2.3 or 405.2.4.1 requires compliance with Section 304.3.
405 A .2 Repairs to damaged buildings. Repairs to damaged buildings shall comply with this section.
405 A .2.1 Repairs for less than substantial structural damage. Unless otherwise required by this section, for damage less than substantial structural damage, the damaged elements shall be permitted to be restored to their predamage condition. New struc- tural members and connections used for this repair shall comply with the detailing provisions of this code for new buildings of similar structure, purpose and location.
405 A .2.1.1 Snow damage. Structural components whose damage was caused by or related to snow load effects shall be repaired, replaced or altered to satisfy the requirements of Section 1608 of the California Building Code .
405 A .2.2 Disproportionate earthquake damage. A building assigned to Seismic Design Category D, E or F that has sustained disproportionate earthquake damage shall be subject to the requirements for buildings with substantial structural damage to vertical elements of the lateral force-resisting system.
CEBC § 1.11. High relevance — show source text
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.
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4 A REPAIRS
User notes:
About this chapter: Chapter 4A governs the repair of existing buildings regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development, which include hospitals and correctional treatment centers [applications listed in Section 1.10.1 (OSHPD 1)].
SECTION 401 A —GENERAL
401 A .1 Scope. Repairs shall comply with the requirements of this chapter. The provisions of this chapter shall apply to existing structures for applications listed in Section 1.10.1 [OSHPD 1] regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development (OSHPD).
401 A .1.1 Bleachers, folding and telescopic seating and grandstands. Repairs to existing bleachers, folding and telescopic seating and grandstands shall comply with ICC 300.
401 A .2 Compliance. The work shall not make the building less complying than it was before the repair was undertaken. Work on nondamaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to requirements for alterations.
401 A .3 Flood hazard areas. In flood hazard areas, repairs that constitute substantial improvement shall require that the building comply with Section 1612 A of the California Building Code .
SECTION 402 A —BUILDING ELEMENTS AND MATERIALS
402 A .1 Glass replacement. The installation or replacement of glass shall be as required for new installations in accordance with the California Building Code.
SECTION 403 A —FIRE PROTECTION
403 A .1 General. Fire protection shall comply with the California Building Standards Code.
SECTION 404 A —MEANS OF EGRESS
404 A .1 General. Repairs shall be done in a manner that maintains the level of protection provided for the means of egress.
SECTION 405 A —STRUCTURAL
405 A .1 General. Structural damage shall be repaired in compliance with this section and Section 401 A .2.
Exception: Routine maintenance required by Chapter 3A, ordinary repairs exempt from permit in accordance with California Building Code Section 105.2, and abatement of wear due to normal service conditions shall not be subject to the requirements for repairs in this section.
CEBC § 1.10.1 High relevance — show source text
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Chapter 3 Provisions for All Compliance Methods.
Chapter 3 guides the use of the three compliance methods of the CEBC and provides requirements that apply globally. The globally applicable requirement include general requirements related to buildings materials and other applicable codes, storm shelters, structural loads, in-situ load tests, accessibility, smoke alarms, carbon monoxide detection and exterior wall coverings.
Chapter 3A Provisions for All Compliance Methods.
Chapter 3A controls the compliance options for alteration, repair, addition, evaluation and change of occupancy of existing structures regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development, which include hospitals and correctional treatment centers (applications listed in Sections 1.10.1 (OSHPD 1).
Chapter 4 Repairs.
Chapter 4, a chapter independent of the three compliance methods, governs the repair of existing buildings. The provisions define conditions under which repairs may be made using materials and methods like those of the original construction or the extent to which repairs must comply with requirements for new buildings.
Chapter 4A Repairs.
Chapter 4A governs the repair of existing buildings regulated by the Department of Health Care Access and Information/Office of State- wide Hospital Planning and Development, which include hospitals and correctional treatment centers (applications listed in Sections 1.10.1 (OSHPD 1).
Chapter 5 Prescriptive Compliance Method.
Chapter 5 provides one of the three main options of compliance available in the CEBC for buildings and structures undergoing alteration, addition or change of occupancy. The base requirements are more administrative in nature. The structural triggers for upgrades are consistent with the Work Area Method.
Chapter 5A Prescriptive Compliance Method.
Chapter 5A provides details for the prescriptive compliance method for alteration, addition and change of occupancy of existing build- ings and structures regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development, which include hospitals and correctional treatment centers (applications listed in Sections 1.10.1 (OSHPD 1).
Chapter 6 Classification of Work.
Chapter 6 provides an overview of the Work Area Method and defines the different classifications of work including alterations, change of occupancy, additions and historic buildings. Detailed requirements for all of these are given in subsequent Chapters 7 through 11.
Chapter 7 Alterations—Level 1.
Chapter 7 provides the technical requirements for those existing buildings that undergo Level 1 alterations as described in Section 602, which includes replacement or covering of existing materials, elements, equipment or fixtures using new materials for the same purpose. This chapter is distinguished from Chapters 8 and 9 by only involving replacement of building components with new components with no reconfiguration of space.
Chapter 8 Alterations—Level 2.
A Level 2 alteration is an alteration involving space reconfiguration that could be up to and including 50 percent of the area of the building or addition of a new building system. Level 2 alterations also include the extension or addition of any system or equipment. The purpose of Chapter 8 is to provide detailed requirements and provisions to identify the required improvements in the existing building elements, means of egress, fire protection, structural systems, energy efficiency, and other building systems include electrical, mechanical and plumbing when a building is being altered.
Chapter 9 Alterations—Level 3.
CEBC § 1.2 High relevance — show source text
1.2_|X|||||||||||||||||||||||| |401.2|||X|||||||||||||||||||||| |401.3|X|||||||||||||||||||||||| |402|||X|||||||||||||||||||||| |402.2||||X|X|||||||||||||||||||| |402.3||||X|X|||||||||||||||||||| |403|||X|||||||||||||||||||||| |404|||X|||||||||||||||||||||| |405.2.1 – 405.2.5||||†|†|||||||||||||||||||| |405.2.3.1|||X|||||||||||||||||||||| |405.2.6|X|||||||||||||||||||||||| |406|||X||||||||†|†||†|†|||||||||| |406.1|X|||||||||||||||||||||||| |407.1|X||X|X|X|||||||||||||||||||| |408|||X|||||||||||||||||||||| |408.1|X|X||X|X|||||||||||||||||||| |408.2|X|X||X|X|||||||||||||||||||| |408.3||||†|†||||||||||||||||||||
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.
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4 REPAIRS
User notes:
About this chapter: Chapter 4 provides requirements for repairs of existing buildings. The provisions define conditions under which repairs may be made using materials and methods like those of the original construction or the extent to which repairs must comply with requirements for new buildings.
SECTION 401—GENERAL
401.1 Scope. R epairs shall comply with the requirements of this chapter. Repairs to historic buildings and structures shall comply with Part 8, Title 24, C.C.R. [OSHPD 1R, 2, 4 & 5] Repairs to historic buildings not adopted by OSHPD. Repairs shall comply with the requirements in the California Building Code, Sections 1224.2, 1225.2, 1226.2, 1227.2 and 1228.2 for functional requirements as applicable.
401.1.1 Bleachers, folding and telescopic seating and grandstands. Repairs to existing bleachers, folding and telescopic seating and grandstands shall comply with ICC 300.
401.1.2 Scope. [BSC] For state-owned buildings, including those owned by the University of California and the California State University and the Judicial Council, the requirements of Sections 405.2.1 and 405.2.3 are replaced by the requirements of Sections 317 through 322.
401.2 Compliance. The work shall not make the building less complying than it was before the repair was undertaken. Work on nondamaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to requirements for alterations.
CEBC § 1.10.1 High relevance — show source text
CHAPTER TOPICS Col2 CHAPTER SUBJECTS 1, 2 Administrative Requirements and Definitions 3 Provisions for all Compliance Methods 4 Repairs 5 Prescriptive Compliance Method for Existing Buildings 6–11 Work Area Compliance Method for Existing Buildings 13 Performance Compliance Method for Existing Buildings 14 Relocated Buildings 15 Construction Safeguards 16 Referenced Standards Appendix A Guidelines for Seismic Retrofit of Existing Buildings Appendix B Supplementary Accessibility Requirements for Existing Buildings Appendix C Guidelines for Wind Retrofit of Existing Buildings Appendix D Board of Appeals Appendix E Temporary Emergency Uses Resource A Guidelines on Fire Ratings of Archaic Materials and Assemblies CALIFORNIA BUILDING CODE CORRELATED TOPICS
The CEBC requirements for construction safeguards are directly correlated to the requirements of the CBC. The following table shows chapters of the CBC that are correlated with the CEBC:
CEBC/CBC CORRELATED TOPICS Col2 Col3 CEBC CHAPTER/SECTION CBC CHAPTER/SECTION SUBJECT Chapter 15 Chapter 33 Construction safeguards Chapter 1 Scope and Administration.
Chapter 1 establishes the limits of applicability of the code and describes how the code is to be applied and enforced. The provisions of Chapter 1 establish the authority and duties of the code official appointed by the authority having jurisdiction and also establish the rights and privileges of the design professional, contractor and property owner.
Chapter 2 Definitions.
Chapter 2 is the repository of the definitions of terms used in the body of the code. The user of the code should be familiar with and consult this chapter because the definitions are essential to the correct interpretation of the code and because the user may not be aware that a term is defined.
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Chapter 3 Provisions for All Compliance Methods.
Chapter 3 guides the use of the three compliance methods of the CEBC and provides requirements that apply globally. The globally applicable requirement include general requirements related to buildings materials and other applicable codes, storm shelters, structural loads, in-situ load tests, accessibility, smoke alarms, carbon monoxide detection and exterior wall coverings.
Chapter 3A Provisions for All Compliance Methods.
Chapter 3A controls the compliance options for alteration, repair, addition, evaluation and change of occupancy of existing structures regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development, which include hospitals and correctional treatment centers (applications listed in Sections 1.10.1 (OSHPD 1).
Chapter 4 Repairs.
Chapter 4, a chapter independent of the three compliance methods, governs the repair of existing buildings. The provisions define conditions under which repairs may be made using materials and methods like those of the original construction or the extent to which repairs must comply with requirements for new buildings.
Chapter 4A Repairs.
Chapter 4A governs the repair of existing buildings regulated by the Department of Health Care Access and Information/Office of State- wide Hospital Planning and Development, which include hospitals and correctional treatment centers (applications listed in Sections 1.10.1 (OSHPD 1).
CEBC § 401.3 High relevance — show source text
[BS] 401.3 Flood hazard areas. In flood hazard areas, repairs that constitute substantial improvement shall require that the building comply with Section 1612 of the California Building Code, or Section R306 of the California Residential Code, as applicable.
SECTION 402—BUILDING ELEMENTS AND MATERIALS
402.1 Glazing in hazardous locations. Replacement glazing in hazardous locations shall comply with the safety glazing requirements of the California Building Code or California Residential Code as applicable.
Exception: Glass block walls, louvered windows and jalousies repaired with like materials.
402.2 Existing materials. [HCD] Existing materials shall comply with Section 302.3.
402.3 New and replacement materials. [HCD & HCD 2] New and replacement materials used for repairs shall comply with Section 302.4.
SECTION 403—FIRE PROTECTION
403.1 General. Repairs shall be done in a manner that maintains the level of fire protection provided.
SECTION 404—MEANS OF EGRESS
404.1 General. Repairs shall be done in a manner that maintains the level of protection provided for the means of egress.
SECTION 405—STRUCTURAL
[BS] 405.1 General. Structural damage shall be repaired in compliance with this section and Section 401.2.
405.1.1 Structural concrete. Repair of structural concrete shall be permitted to comply with ACI 562 Section 1.7, except where Section 405.2.2, 405.2.3 or 405.2.4.1 requires compliance with Section 304.3.
[BS] 405.2 Repairs to damaged buildings. Repairs to damaged buildings shall comply with this section.
[BS] 405.2.1 Repairs for less than substantial structural damage. Unless otherwise required by this section, for damage less than substantial structural damage, the damaged elements shall be permitted to be restored to their predamage condition.
[BS] 405.2.1.1 Snow damage. Structural components whose damage was caused by or related to snow load effects shall be repaired, replaced or altered to satisfy the requirements of Section 1608 of the California Building Code .
[BS] 405.2.2 Disproportionate earthquake damage. A building assigned to Seismic Design Category D, E or F that has sustained disproportionate earthquake damage shall be subject to the requirements for buildings with substantial structural damage to vertical elements of the lateral force-resisting system.
[BS] 405.2.3 Substantial structural damage to vertical elements of the lateral force-resisting system. A building that has sustained substantial structural damage to the vertical elements of its lateral force-resisting system shall be evaluated in accordance with Section 405.2.3.1, and either repaired in accordance with Section 405.2.3.2 or repaired and retrofitted in accordance with Section 405.2.3.3, depending on the results of the evaluation.
Exceptions:
- Buildings assigned to Seismic Design Category A, B or C whose substantial structural damage was not caused by earthquake need not be evaluated or retrofitted for load combinations that include earthquake effects.
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REPAIRS
California Existing Building Code High relevance — show source text
3/8″
main reinforcement bars at 57/8″ pitch
with7/8″ concrete cover;3/8″ main rein-
forcement bars at 41/2″ pitch
perpendicular with1/2″ concrete cover;
13′1″ span restrained.|195 psf|4 hrs|||7|1, 7|4| |F/C-4-RC-7|4″|4″ (5025 psi) concrete deck;1/4″ reinforce-
ment bars at 71/2″ pitch with3/4″ cover;3/8″
main reinforcement bars at 33/4″ pitch
perpendicular with1/2″ cover; 13′1″ span
restrained.|140 psf|1 hr
16 min|||7|1, 2|11/4| |F/C-4-RC-8|4″|4″ thick (4905 psi) deck;1/4″ reinforce-
ment bars at 71/2″ pitch with7/8″ cover;3/8″
main reinforcement bars at 33/4″ pitch
perpendicular with1/2″ cover; 13′1″ span
restrained.|100 psf|1 hr
23 min|||7|1, 2|11/3| |F/C-4-RC-9|4″|4″ deep (4370 psi);1/4″ reinforcement bars
at 6″ pitch with3/4″ cover;1/4″ main rein-
forcement bars at 4″ pitch perpendicular
with1/2″ cover; 13′1″ span restrained.|150 psf|2 hrs|||7|1, 3|2| |F/C-4-RC-10|4″|4″ thick (5140 psi) deck;1/4″ reinforce-
ment bars at 71/2″ pitch with7/8″ cover;3/8″
main reinforcement bars at 33/4″ pitch
perpendicular with1/2″ cover; 13′1″ span
restrained.|140 psf|1 hr
16 min|||7|1, 5|11/4| |F/C-4-RC-11|4″|4″ thick (4000 psi) concrete deck;
3″ × 11/2″ × 4 lbs R.S.J.; 2′6″ C.R.S.; flush
with top surface; 4″ × 6″ x 13 SWG mesh
reinforcement 1″ from bottom of slab; 6′6″
span restrained.|150 psf|2 hrs|||7|1, 3|2| |F/C-4-RC-12|4″|4″ deep (2380 psi) concrete deck;
3″ × 11/2″ × 4 lbs R.S.J.; 2′6″ C.R.S.CEBC § 2-6 High relevance — show source text
For purposes of this definition, work done to implement repairs shall not be considered damage that reduces structural capacity.
SUBSTANTIAL STRUCTURAL DAMAGE. [OSHPD 1 & 1R] A condition where any of the following apply: 1. The vertical elements of the lateral force-resisting system have suffered damage such that the lateral load carrying capacity of any story in any horizontal direction has been reduced by more than 10 percent from its predamage condition. 2. The capacity of any vertical component carrying gravity load, or any group of such components, has a tributary area more than 15 percent of the total area of the structure’s floor(s) and roof(s), has been reduced more than 10 percent from its predamage condition, and the remaining capacity of such affected elements, with respect to all dead and live loads, is less than 75 percent of that required by the California Building Code for new buildings of similar structure, purpose and location. 3. The capacity of any structural component carrying snow load, or any group of such components, that supports more than 15 percent of the roof area of similar construction, has been reduced more than 10 percent from its predamage condition, and the
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DEFINITIONS
remaining capacity with respect to dead, live and snow loads is less than 75 percent of that required by the California Building Code for new buildings of similar structure, purpose and location.
TECHNICALLY INFEASIBLE. An alteration of a facility that has little likelihood of being accomplished because the existing structural conditions require the removal or alteration of a load-bearing member that is an essential part of the structural frame, or because other existing physical or site constraints prohibit modification or addition of elements, spaces or features which are in full and strict compliance with the minimum requirements for new construction and which are necessary to provide accessibility.
UNREINFORCED CONCRETE. [OSHPD 1, 1R, 2, 4 & 5] Unreinforced concrete as used in this chapter means plain concrete as defined in ACI 318 Section 2.3.
UNREINFORCED MASONRY. [OSHPD 1, 1R, 2, 4 & 5] Unreinforced masonry as used in this chapter means masonry construction where reinforcements in any direction is less than minimum reinforcement specified in TMS 402 Section 7.3.2.6.
UNSAFE. Buildings, structures or equipment that are unsanitary, or that are deficient due to inadequate means of egress facilities, inadequate light and ventilation, or that constitute a fire hazard, or in which the structure or individual structural members meet the definition of “Dangerous,” or that are otherwise dangerous to human life or the public welfare, or that involve illegal or improper occupancy or inadequate maintenance shall be deemed unsafe. A vacant structure that is not secured against entry shall be deemed unsafe.
[HCD 1 & HCD 2] An unsafe building, as defined in this chapter, shall be considered substandard.
CEBC § 405.2.4 High relevance — show source text
[BS] 405.2.4 Substantial structural damage to gravity load-carrying components. Gravity load-carrying components that have sustained substantial structural damage shall be retrofitted to comply with the applicable provisions for dead, live and snow loads in the California Building Code . Undamaged gravity load-carrying components, including undamaged foundation components, that receive dead, live or snow loads from retrofitted components shall also be retrofitted if required to comply with these design loads.
[BS] 405.2.4.1 Lateral force-resisting elements. Regardless of the level of damage to vertical elements of the lateral forceresisting system, if substantial structural damage to gravity load-carrying components was caused primarily by wind or seismic effects, then the building shall be evaluated in accordance with Section 405.2.3.1 and, if noncompliant, retrofitted in accordance with Section 405.2.3.3.
Exceptions:
- Buildings assigned to Seismic Design Category A, B or C whose substantial structural damage was not caused by earthquake need not be evaluated or retrofitted for load combinations that include earthquake effects.
- One- and two-family dwellings need not be evaluated or retrofitted for load combinations that include earthquake effects.
[BS] 405.2.5 Substantial structural damage to snow load-carrying components. Where substantial structural damage to any snow load-carrying components is caused by or related to snow load effects, any components required to carry snow loads on roof framing of similar construction shall be repaired, replaced or retrofitted to satisfy the requirements of Section 1608 of the California Building Code .
[BS] 405.2.6 Flood hazard areas. In flood hazard areas, buildings that have sustained substantial damage shall be brought into compliance with Section 1612 of the California Building Code or Section R306 of the California Residential Code, as applicable.
SECTION 406—ELECTRICAL
[OSHPD 1R, 2, 4 & 5] Not adopted by OSHPD. Existing electrical wiring and equipment undergoing repair shall be in accordance with Title 24 Part 3 California Electrical Code (CEC).
406.1 General. Repairs to existing electrical wiring and equipment shall be in accordance with the California Electrical Code.
406.1.1 Reconditioned electrical equipment. Reconditioned electrical equipment shall comply with the California Electrical Code . Electrical equipment prohibited from being reconditioned by the applicable sections of the California Electrical Code shall not be reconditioned unless permitted by NFPA 99.
406.1.2 Health care facilities. Portions of electrical systems being repaired in Group I-2, ambulatory care facilities and outpatient clinics shall comply with NFPA 99 requirements for repairs.
SECTION 407—MECHANICAL
407.1 General. Existing mechanical systems undergoing repair shall not make the building less complying than it was before the damaged occurred. [HCD 1, HCD 2 & BSC] Existing mechanical systems undergoing repair shall comply with the California Mechanical Code.
SECTION 408—PLUMBING
408.1 Materials. Plumbing materials and supplies shall not be used for repairs that are prohibited in the California Plumbing Code .
Frequently asked questions
When can I repair with “like for like” materials without bringing the work to new‑construction standards?
Repairs may be made using materials and methods similar to the original construction where allowed; however Chapter 4 ties those allowances to specific rules (see § 402 for existing vs. new/replacement material requirements) and to the general compliance requirement in § 401 that the work not make the building less complying than before.
Does structural damage always trigger a retrofit to new‑code requirements?
Not always. Chapter 4 distinguishes damage levels: for less‑than‑substantial damage repaired elements may be restored to their predamage condition, but substantial structural damage requires evaluation and, depending on the results, repair or repair plus retrofit per the § 405 evaluation and retrofit provisions (see §§ 405.2.1–405.2.6 and related subsections). Flood, seismic and snow‑related triggers are addressed specifically.
Do repairs in flood hazard areas have special requirements?
Yes. Repairs that qualify as substantial improvement or that occur in flood hazard areas may require bringing the building into compliance with the California Building Code flood provisions (for example Section 1612) or the California Residential Code where applicable.
More in California Existing Building Code
- Administration and Definitions (Scope, enforcement, code official duties, definitions)
- Provisions for All Compliance Methods (general requirements that apply to all compliance options; Chapter 3 / 3A)
- Seismic retrofit and evaluation (Appendix A and seismic provisions/sections for evaluation and retrofit)
- Referenced Standards and Appendices (Chapter 16 and Appendices A–E, Resource A)
- Repairs (Chapter 4 — repair-specific rules for materials, means of egress, structural, MEP, etc.)
- Alterations — Level 1, Level 2, Level 3 (technical requirements for each alteration level; Chapters 7–9)
- Change of Occupancy and Additions (requirements for occupancy changes and additions; Chapters 10–11)
- Compliance Methods — Prescriptive, Work Area, Performance (Chapters 5, 6–11, 13)
- Relocated Buildings (requirements for buildings moved or relocated; Chapter 14)
- Construction Safeguards (site safety, means of egress and life-safety during construction; Chapter 15)
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Administration and Definitions (Scope, enforcement, code official duties, definitions)
Provisions for All Compliance Methods (general requirements that apply to all compliance options; Chapter 3 / 3A)
Alterations — Level 1, Level 2, Level 3 (technical requirements for each alteration level; Chapters 7–9)
Compliance Methods — Prescriptive, Work Area, Performance (Chapters 5, 6–11, 13)
Change of Occupancy and Additions (requirements for occupancy changes and additions; Chapters 10–11)
Construction Safeguards (site safety, means of egress and life-safety during construction; Chapter 15)
Relocated Buildings (requirements for buildings moved or relocated; Chapter 14)
Referenced Standards and Appendices (Chapter 16 and Appendices A–E, Resource A)
California Existing Building Code