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// CODE SNIPPET

10.1.5 Other Veneer/Panel Systems

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 > 10.1.5 Other Veneer/Panel Systems
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10.1.5.1 Thin Stone Veneer Panels

Stone anchorages are adequate for computed loads.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. There are no visible cracks or weak veins in the stone. Check the adequacy of the connection to the stone anchorage using the forces specified in Section 2.4.6.

10.1.5.2 Wood/Aggregate Panels

There is no visible deterioration of screws or wood at panel attachment points.
The deficiency is in the strength of the connections. Determine the cause and extent of distress and check the attachment of the panels with appropriate reductions in capacity. Conforming buildings that fail this check shall be placed in SPC 4.

Related Code Sections


10.1.5 Seismic Evaluation Procedures for Hospital Buildings, Other Veneer/Panel Systems
deterioration of screws or wood at panel attachment points. The deficiency is in the strength of the connections. Determine the cause and extent ...
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 > 10.1.5 Other Veneer/Panel Systems
10.1.5 Seismic Evaluation Procedures for Hospital Buildings, Other Veneer/Panel Systems
deterioration of screws or wood at panel attachment points. The deficiency is in the strength of the connections. Determine the cause and extent ...
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 > 10.1.5 Other Veneer/Panel Systems
Section A302 Guidelines for the Seismic Retrofit of Existing Buildings, Definitions
or a combination of veneer and wood strands or wafers bonded together with waterproof synthetic resins or other suitable bonding systems. Examples of wood ...
California Existing Building Code 2019 > A Guidelines for the Seismic Retrofit of Existing Buildings > A302 Definitions
Section A302 Prescriptive Provisions for Seismic Strengthening of Cripple Walls and Sill Plate Anchorage of Light, Wood-Frame Residential Buildings, Definitions
systems. Examples of wood structural panels are: Composite panels. A wood structural panel that is comprised of wood veneer and reconstituted ...
California Existing Building Code 2016 > A3 Prescriptive Provisions for Seismic Strengthening of Cripple Walls and Sill Plate Anchorage of Light, Wood-Frame Residential Buildings > A302 Definitions
10.1.2 Seismic Evaluation Procedures for Hospital Buildings, Cladding and Veneer
For conforming buildings, the evaluator may consider these conditions as mitigated, and no calculations are necessary. Exterior wall panels ...
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
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