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Chapter 16A — STRUCTURAL DESIGN

Section 1614A

California Building Code (Title 24, Part 2) · 2022 edition · updated 2026-09-12 · California

Italicized text is a California amendment to the model code, as printed in the official publication.

ATMOSPHERIC ICE LOADS

1614 A .1 General. Ice-sensitive structures shall be designed for atmospheric ice loads in accordance with Chapter 10 of ASCE 7.

Copyright © 2022 by, or licensed to, International Code Council, Inc. (ALL RIGHTS RESERVED); licensed to California Building Standards Commission pursuant to License Agreement. No further reproductions is authorized. Any unauthorized reproduction or distribution is a violation of the federal copyright act and the license agreement, and subject to civil and criminal penalties thereunder.

STRUCTURAL DESIGN

TABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT Fa a
SITE CLASS **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIOD
SITE CLASS Ss ≤ 0.25 Ss = 0.50 Ss = 0.75 Ss = 1.00 Ss = 1.25 Ss ≥ 1.5
A 0.8 0.8 0.8 0.8 0.8 0.8
B 0.9 0.9 0.9 0.9 0.9 0.9
C 1.3 1.3 1.2 1.2 1.2 1.2
D 1.6 1.4 1.2 1.1 1.0 1.0
E 2.4 1.7 1.3 1.2c 1.2c 1.2c
F Note b Note b Note b Note b Note b Note b

a. Use straight-line interpolation for intermediate values of mapped spectral response acceleration at short period, Ss . b. Values shall be determined in accordance with Section 11.4.8 of ASCE 7. c. See requirements for site-specific ground motions in Section 11.4.8 of ASCE 7. These values of Fa shall only be used for calculation of Ts, determination of

Seismic Design Category, linear interpolation for intermediate values of Ss, and when taking the exception under Item 2 within Section 11.4.8 of ASCE 7.

TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT FV a
SITE CLASS **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT 1-SECOND PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT 1-SECOND PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT 1-SECOND PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT 1-SECOND PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT 1-SECOND PERIOD		 **MAPPED RISK TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) **
SPECTRAL RESPONSE ACCELERATION PARAMETER AT 1-SECOND PERIOD
SITE CLASS _S_1 ≤ 0.1 _S_1 = 0.2 _S_1 = 0.3 _S_1 = 0.4 _S_1 = 0.5 _S_1 ≥ 0.6
A 0.8 0.8 0.8 0.8 0.8 0.8
B 0.8 0.8 0.8 0.8 0.8 0.8
C 1.5 1.5 1.5 1.5 1.5 1.4
D 2.4 2.2c 2.0c 1.9c 1.8c 1.7c
E 4.2 3.3c 2.8c 2.4c 2.2c 2.0c
F Note b Note b Note b Note b Note b Note b

a. Use straight-line interpolation for intermediate values of mapped spectral response acceleration at 1-second period, S 1. b. Values shall be determined in accordance with Section 11.4.8 of ASCE 7. c. See requirements for site-specific ground motions in Section 11.4.8 of ASCE 7. These values of Fv shall only be used for calculation of Ts, determination of

Seismic Design Category, linear interpolation for intermediate values of S1, and when taking the exceptions under Items 1 and 2 of Section 11.4.8 for the calculation of SD1.

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▸Contents — California Building Code (Title 24, Part 2)
California Building Code (Title 24, Part 2)
  1. Chapter 2 — DEFINITIONS AND ABBREVIATIONS
  2. Appendix G — FLOOD-RESISTANT
  3. Appendix L — EARTHQUAKE RECORDING
  4. Appendix M — TSUNAMI-GENERATED
  5. Appendix N — REPLICABLE
  6. Appendix O — PERFORMANCE-BASED
  7. Chapter 1 — SCOPE AND ADMINISTRATION
  8. Chapter 3 — OCCUPANCY CLASSIFICATION AND USE
  9. Chapter 4 — SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY A…
  10. Chapter 5 — GENERAL BUILDING HEIGHTS AND AREAS
  11. Chapter 6 — TYPES OF CONSTRUCTION
  12. Chapter 7 — FIRE AND SMOKE PROTECTION FEATURES
  13. Chapter 7A — MATERIALS AND CONSTRUCTION
  14. Chapter 8 — INTERIOR FINISHES
  15. Chapter 9 — FIRE PROTECTION AND LIFE SAFETY SYSTEMS
  16. Chapter 10 — MEANS OF EGRESS
  17. Chapter 11A — HOUSING ACCESSIBILITY
  18. Chapter 11B — ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMM…
  19. Chapter 12 — INTERIOR ENVIRONMENT
  20. Chapter 14 — EXTERIOR WALLS
  21. Chapter 15 — ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
  22. Chapter 16 — STRUCTURAL DESIGN
  23. ▸Chapter 16A — STRUCTURAL DESIGN
    Overview
    1. Section 1601A
    2. Section 1602A
    3. Section 1603A
    4. Section 1604A
    5. Section 1605A
    6. Section 1607A
    7. Section 1606A
    8. Section 1608A
    9. Section 1609A
    10. Section 1610A
    11. Section 1611A
    12. Section 1612A
    13. Section 1613A
    14. Section 1614A
    15. Section 1615A
    16. Section 1616A
  24. Chapter 17 — SPECIAL INSPECTIONS AND TESTS
  25. Chapter 18 — SOILS AND FOUNDATIONS
  26. Chapter 19 — CONCRETE
  27. Chapter 20 — ALUMINUM
  28. Chapter 21 — MASONRY
  29. Chapter 22 — STEEL
  30. Chapter 23 — WOOD
  31. Chapter 24 — GLASS AND GLAZING
  32. Chapter 25 — GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
  33. Chapter 26 — PLASTIC
  34. Chapter 27 — ELECTRICAL
  35. Chapter 28 — MECHANICAL SYSTEMS
  36. Chapter 30 — ELEVATORS AND CONVEYING SYSTEMS
  37. Chapter 31 — SPECIAL CONSTRUCTION
  38. Chapter 31B — PUBLIC POOLS
  39. Chapter 31C — RADIATION
  40. Chapter 31D — FOOD ESTABLISHMENTS
  41. Chapter 31F — MARINE OIL TERMINALS
  42. Chapter 32 — ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
  43. Chapter 33 — SAFEGUARDS DURING CONSTRUCTION
  44. Chapter 35 — REFERENCED STANDARDS
  45. Appendix A — EMPLOYEE QUALIFICATIONS
  46. Appendix B — BOARD OF APPEALS
  47. Appendix C — GROUP U – AGRICULTURAL BUILDINGS
  48. Appendix D — FIRE DISTRICTS
  49. Appendix F — RODENTPROOFING
  50. Appendix H — SIGNS
  51. Appendix I — PATIO COVERS
  52. Appendix J — GRADING
  53. Appendix K — GROUP R-3 AND GROUP R-3.1 OCCUPANCIES
  54. Appendix P — EMERGENCY HOUSING

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