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10.1.2.3 Cladding Panel Connections
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Where bearing connections are required, there are at least two bearing connections for each cladding panel and there are at least four connections for each cladding panel capable of resisting out-of-plane forces.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. Verify that an adequate number of the appropriate connection types are present for each cladding panel.
Related Code Sections
10.1.2.3 Seismic Evaluation Procedures for Hospital Buildings, Cladding Panel Connections
Where bearing connections are required, there are at least two bearing connections for each cladding panel and there are at least four connections ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls > 10.1.2 Cladding and Veneer > 10.1.2.3 Cladding Panel Connections
10.1.2.3 Seismic Evaluation Procedures for Hospital Buildings, Cladding Panel Connections
Where bearing connections are required, there are at least two bearing connections for each cladding panel and there are at least four connections ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls > 10.1.2 Cladding and Veneer > 10.1.2.3 Cladding Panel Connections
10.1.2.2 Seismic Evaluation Procedures for Hospital Buildings, Cladding Panels in Moment Frame Buildings
of the cladding panels and their connections to tolerate the story drift computed in Section 2.4.4 without an anchorage failure ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls > 10.1.2 Cladding and Veneer > 10.1.2.2 Cladding Panels in Moment Frame Buildings
10.1 Seismic Evaluation Procedures for Hospital Buildings, Nonstructural Walls
Check the ability of the cladding panels and their connections to tolerate the story drift computed in Section 2.4.4 without an anchorage failure ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls
10.1 Seismic Evaluation Procedures for Hospital Buildings, Nonstructural Walls
the ability of the cladding panels and their connections to tolerate the story drift computed in Section 2.4.4 without an anchorage failure ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls