// CODE SNIPPET
1604.9 Wind and Seismic Detailing
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Lateral force-resisting systems shall meet seismic detailing requirements and limitations prescribed in this code and ASCE 7 Chapters 11, 12, 13, 15, 17 and 18 as applicable, even where wind load effects are greater than seismic load effects.
Exception: References within ASCE 7 to Chapter 14 shall not apply, except as specifically required herein.
Related Code Sections
1604.9 Structural Design, Wind and Seismic Detailing
Lateral force-resisting systems shall meet seismic detailing requirements and limitations prescribed in this code and ASCE 7 Chapters 11, 12, 13, 15 ...
Building Code 2018 of Illinois > 16 Structural Design > 1604 General Design Requirements > 1604.9 Wind and Seismic Detailing
2305.1 Wood, General
Structures using wood-frame shear walls or wood-frame diaphragms to resist wind, seismic or other lateral loads shall be designed and constructed ...
Building Code 2018 of Illinois > 23 Wood > 2305 General Design Requirements for Lateral Force-Resisting Systems > 2305.1 General
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, detailing, fabrication and erection of structural steel seismic force-resisting systems shall be in accordance with the provisions of Section 2205.2.1.1 ...
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For structures assigned to Seismic Design Category C, D, E or F, individual deep foundations shall be interconnected by ties. Unless it can ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.13 Seismic Ties