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// CODE SNIPPET

10.1.4.2 Masonry Veneer Support

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 > 10.1.4 Masonry Veneer With Concrete Block Back-Up > 10.1.4.2 Masonry Veneer Support
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Masonry veneer more than 30 feet above the ground is supported by shelf angles or other elements at each floor level. Masonry veneer is adequately anchored to the back-up at locations of through-wall flashing. Masonry veneer is connected to the back-up with corrosion-resistant ties spaced 24 inches on center maximum and with at least one tie for every 22/3 square feet. The concrete block back-up is positively anchored to the structural frame at 4-foot maximum intervals along the floors and roofs.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. Check that adequate supports and ties are provided.

Related Code Sections


10.1.4.2 Seismic Evaluation Procedures for Hospital Buildings, Masonry Veneer Support
Masonry veneer more than 30 feet above the ground is supported by shelf angles or other elements at each floor level. Masonry veneer is adequately ...
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 > 10.1.4 Masonry Veneer With Concrete Block Back-Up > 10.1.4.2 Masonry Veneer Support
10.1.4.2 Seismic Evaluation Procedures for Hospital Buildings, Masonry Veneer Support
Masonry veneer more than 30 feet above the ground is supported by shelf angles or other elements at each floor level. Masonry veneer is adequately ...
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 > 10.1.4 Masonry Veneer With Concrete Block Back-Up > 10.1.4.2 Masonry Veneer Support
R703.8.2 Wall Covering, Exterior Veneer Support
) or less shall be permitted to be supported on wood or cold-formed steel construction. Where masonry veneer supported by wood or cold-formed steel ...
California Residential Code 2016 > 7 Wall Covering > R703 Exterior Covering > R703.8 Anchored Stone and Masonry Veneer, General > R703.8.2 Exterior Veneer Support
R703.8.2 Wall Covering, Exterior Veneer Support
) or less shall be permitted to be supported on wood or cold-formed steel construction. Where masonry veneer supported by wood or cold-formed steel ...
California Residential Code 2019 > 7 Wall Covering > R703 Exterior Covering > R703.8 Anchored Stone and Masonry Veneer, General > R703.8.2 Exterior Veneer Support
1404.10.3 Exterior Walls, Interior Adhered Masonry Veneers
Where the interior adhered masonry veneer is supported by wood construction, the supporting members shall be designed to limit deflection to 1 / 600 ...
California Building Code 2019 (Vol 1 & 2) > 14 Exterior Walls > 1404 Installation of Wall Coverings > 1404.10 Adhered Masonry Veneer > 1404.10.3 Interior Adhered Masonry Veneers
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