Chapter 3 — PROVISIONS FOR ALL COMPLIANCE METHODS
Section 320
California Existing Building Code (Title 24, Part 10) · 2019 edition · updated 2026-09-10 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
320.1 General. The retrofit design shall employ the Linear¶
Static or Linear Dynamic Procedures of ASCE 41, Section 7.4.1 or 7.4.2, and comply with the applicable general requirements of ASCE 41, Chapters 6 and 7. The earthquake hazard level and performance level given specified in Section 317.5 for the building’s risk category shall be used. Struc- tures shall be designed for seismic forces coming from any horizontal direction.
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Ask AI about this code▸Contents — California Existing Building Code (Title 24, Part 10)
- Chapter 2 — DEFINITIONS
- Appendix A — GUIDELINES FOR
- Appendix B — SUPPLEMENTARY
- Appendix C — GUIDELINES FOR THE
- Chapter 1 — SCOPE AND ADMINISTRATION
▸Chapter 3 — PROVISIONS FOR ALL COMPLIANCE METHODS
Overview- Section 301
- Section 302
- Section 303
- Section 304
- Section 305
- Section 306
- Section 307 — [OSHPD 1R, 2, and 5]
- Section 308 — [OSHPD 1R, 2 and 5]
- Section 309 — [OSHPD 1R]
- Section 313
- Section 314
- Section 315
- Section 316
- Section 317
- Section 318
- Section 319
- Section 320
- Section 321
- Section 322
- Section 323
- Section 302A
- Section 301A
- Section 303A
- Section 304A
- Section 305A
- Section 306A
- Section 307A
- Section 308A
- Section 309A
- Section 310A
- Chapter 4 — REPAIRS
- Chapter 5 — 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