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2505.1 Resistance to Shear (Wood Framing)
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Wood-frame shear walls sheathed with gypsum board, gypsum panel products or lath and plaster shall be designed and constructed in accordance with Section 2306.3 and are permitted to resist wind and seismic loads. Walls resisting seismic loads shall be subject to the limitations in Section 12.2.1 of ASCE 7.
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Related Code Sections
2505.1 Gypsum Board, Gypsum Panel Products and Plaster, Resistance to Shear (Wood Framing)
Wood-frame shear walls sheathed with gypsum board, gypsum panel products or lath and plaster shall be designed and constructed in accordance ...
2505.1 Gypsum Board, Gypsum Panel Products and Plaster, Resistance to Shear (Wood Framing)
Wood-frame shear walls sheathed with gypsum board, gypsum panel products or lath and plaster shall be designed and constructed in accordance ...
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 ...
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 ...
A403.9 Guidelines for the Seismic Retrofit of Existing Buildings, Wood-Framed Shear Walls
Wood-framed shear walls shall have strength and stiffness sufficient to resist the seismic loads and shall conform to the requirements ...