Chapter 3 — PROVISIONS FOR ALL COMPLIANCE METHODS
Section 322 — [BSC, DSA-SS & DSA-SS/CC]—PEER REVIEW REQUIREMENTS
2025 California Existing Building Code (Title 24, Part 10) · 2025 edition · updated 2026-07-29 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
322.1 General. ¶
Independent peer review is an objective, technical review by knowledgeable reviewer(s) experienced in the structural design, analysis and performance issues involved. The reviewer(s) shall examine the available information on the condition of the building, the basic engineering concepts employed and the recommendations for action.
322.2 Timing of independent review. ¶
The independent reviewer(s) shall be selected prior to initiation of substantial portions of the design and/or analysis work that is to be reviewed, and review shall start as soon as practical after Method B is adopted and sufficient information defining the project is available.
322.3 Qualifications and terms of employment. ¶
The reviewer(s) shall be independent from the design and construction team.
322.3.1 The reviewer(s) shall have no other involvement in the project before, during or after the review, except in a review capacity.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
PROVISIONS FOR ALL COMPLIANCE METHODS
322.3.2 The reviewer(s) shall be selected and paid by the owner and shall have technical expertise in the evaluation and retrofit of buildings similar to the one being reviewed, as determined by the enforcement agency.
322.3.3 The reviewer (or in the case of review teams, the chair) shall be a California-licensed structural engineer who is familiar with the technical issues and regulations governing the work to be reviewed.
Exception: Other individuals with acceptable qualifications and experience may be a peer reviewer(s) with the approval of the building official.
322.3.4 The reviewer shall serve through completion of the project and shall not be terminated except for failure to perform the duties specified herein. Such termination shall be in writing with copies to the enforcement agency, owner and the registered design professional. When a reviewer is terminated or resigns, a qualified replacement shall be appointed within 10 working days, and the reviewer shall submit copies of all reports, notes and correspondence to the responsible building official, the owner and the registered design professional within 10 working days of such termination.
322.3.5 The peer reviewer shall have access in a timely manner to all documents, materials and information deemed necessary by the peer reviewer to complete the peer review.
322.4 Scope of review. ¶
Review activities shall include, where appropriate, available construction documents, design criteria and representative observations of the condition of the structure, all inspection and testing reports, including methods of sampling, analytical models and analyses prepared by the registered design professional and consultants, and the retrofit or repair design. Review shall include consideration of the proposed design approach, methods, materials, details and constructability.
Changes observed during construction that affect the seismic-resisting system shall be reported to the reviewer in writing for review and recommendation.
322.5 Reports. ¶
The reviewer(s) shall prepare a written report to the owner and building official that covers all aspects of the review performed, including conclusions reached by the reviewer(s). Reports shall be issued after the schematic phase, during design development, and at the completion of construction documents but prior to submittal of the project plans to the enforcement agency for plan review. When acceptable to the building official, the requirement for a report during a specific phase of the project development may be waived.
Such reports should include, at the minimum, statements of the following: 1. Scope of engineering design peer review with limitations defined. 2. The status of the project documents at each review stage. 3. Ability of selected materials and framing systems to meet performance criteria with given loads and configuration. 4. Degree of structural system redundancy and the deformation compatibility among structural and nonstructural components. 5. Basic constructability of the retrofit or repair system. 6. Other recommendations that would be appropriate to the specific project. 7. Presentation of the conclusions of the reviewer identifying any areas that need further review, investigation and/or clarification.
8. Recommendations.
The last report prepared prior to submittal of permit documents to the enforcement agency shall include a statement indicating that the design is in conformance with the approved evaluation and design criteria.
322.6 Response and resolutions. ¶
The registered design professional shall review the report from the reviewer(s) and shall develop corrective actions and responses as appropriate. Changes observed during construction that affect the seismic-resisting system shall be reported to the reviewer in writing for review and recommendations. All reports, responses and resolutions prepared pursuant to this section shall be submitted to the responsible enforcement agency and the owner along with other plans, specifications and calculations required. If the reviewer resigns or is terminated prior to completion of the project, then the reviewer shall submit copies of all reports, notes and correspondence to the responsible building official, the owner and the registered design professional within 10 working days of such termination.
322.7 Resolution of conflicts. ¶
When the conclusions and recommendations of the peer reviewer conflict with the registered design professional’s proposed design, the enforcement agency shall make the final determination of the requirement for the design.
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Ask AI about this code▸ Contents — 2025 California Existing Building Code (Title 24, Part 10)
- Chapter 1 — ADMINISTRATION
- Chapter 2 — DEFINITIONS
-
▸ Chapter 3 — PROVISIONS FOR ALL COMPLIANCE METHODS
Overview- Section 301 — ADMINISTRATION
- Section 302 — GENERAL PROVISIONS
- Section 303 — STORM SHELTERS
- Section 304 — STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIG…
- Section 305 — IN-SITU LOAD TESTS
- Section 306 — ACCESSIBILITY FOR EXISTING BUILDINGS
- Section 307 — SMOKE ALARMS
- Section 308 — CARBON MONOXIDE DETECTION
- Section 309 — ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVE…
- Section 310 — [OSHPD 1R, 2 AND 5]—SERVICES/SYSTEMS AND UTILITIES
- Section 311 — [OSHPD 1R, 2 AND 5]—MEANS OF EGRESS
- Section 312 — [OSHPD 1R]—HOSPITAL SPC AND FREESTANDING BUILDIN…
- Section 313 — [SFM]—EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES
- Section 314 — [SFM]—EXISTING HIGH-RISE BUILDINGS
- Section 315 — [SFM]—EXISTING GROUP I OCCUPANCIES
- Section 316 — [SFM]—EXISTING GROUP L OCCUPANCIES
- Section 317 — [BSC, DSA-SS & DSA-SS/CC]—EARTHQUAKE EVALUATION …
- Section 318 — [BSC, DSA-SS & DSA-SS/CC]—DEFINITIONS
- Section 319 — [BSC, DSA-SS & DSA-SS/CC]—SEISMIC CRITERIA SELEC…
- Section 320 — [BSC, DSA-SS & DSA-SS/CC]—METHOD A
- Section 321 — [BSC, DSA-SS & DSA-SS/CC]—METHOD B
- Section 322 — [BSC, DSA-SS & DSA-SS/CC]—PEER REVIEW REQUIREMENTS
- Section 323 — [DSA-SS, DSA-SS/CC]—ADDITIONAL REQUIREMENTS FOR …
- 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…
- 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…