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// CODE SNIPPET

AS106.14 Resistance to Wind Uplift Forces

California Residential Code 2016 > S Strawbale Construction > AS106 Strawbale Walls—Structural > AS106.14 Resistance to Wind Uplift Forces
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Plaster mesh in skins of strawbale walls that resist uplift forces from the roof assembly, as determined in accordance with Section R802.11, shall be in accordance with all of the following:
  1. Plaster shall be any type and thickness allowed in Section AS104.
  2. Mesh shall be any type allowed in Table AS106.13(1), and shall be attached to top plates or roof-bearing elements and to sill plates in accordance with Section AS106.9.2.
  3. Sill plates shall be not less than nominal 2-inch by 4-inch (51 mm by 102 mm) with anchoring complying with Section R403.1.6.
  4. Mesh attached with staples at 4 inches (51 mm) on center shall be considered to be capable of resisting uplift forces of 100 plf (1459 N/m) for each plaster skin.
  5. Mesh attached with staples at 2 inches (51 mm) on center shall be considered to be capable of resisting uplift forces of 200 plf (2918 N/m) for each plaster skin.

Related Code Sections


AS106.14 Strawbale Construction, Resistance to Wind Uplift Forces
Plaster mesh in skins of strawbale walls that resist uplift forces from the roof assembly, as determined in accordance with Section R802.11, shall ...
California Residential Code 2022 > AS Strawbale Construction > AS106 Strawbale Walls—Structural > AS106.14 Resistance to Wind Uplift Forces
AS106.14 Strawbale Construction, Resistance to Wind Uplift Forces
Plaster mesh in skins of strawbale walls that resist uplift forces from the roof assembly, as determined in accordance with Section R802.11, shall ...
California Residential Code 2016 > S Strawbale Construction > AS106 Strawbale Walls—Structural > AS106.14 Resistance to Wind Uplift Forces
AS106.14 Strawbale Construction, Resistance to Wind Uplift Forces
Plaster mesh in skins of strawbale walls that resist uplift forces from the roof assembly, as determined in accordance with Section R802.11, shall ...
California Residential Code 2019 > S Strawbale Construction > AS106 Strawbale Walls—Structural > AS106.14 Resistance to Wind Uplift Forces
R802.11.1 Roof-Ceiling Construction, Truss Uplift Resistance
Trusses shall be attached to supporting wall assemblies by connections capable of resisting uplift forces as specified on the truss design drawings ...
California Residential Code 2022 > 8 Roof-Ceiling Construction > R802 Wood Roof Framing > R802.11 Roof Tie Uplift Resistance > R802.11.1 Truss Uplift Resistance
R802.11.1.1 Roof-Ceiling Construction, Truss Uplift Resistance
Trusses shall be attached to supporting wall assemblies by connections capable of resisting uplift forces as specified on the Truss Design Drawings ...
California Residential Code 2016 > 8 Roof-Ceiling Construction > R802 Wood Roof Framing > R802.11 Roof Tie-Down > R802.11.1 Uplift Resistance > R802.11.1.1 Truss Uplift Resistance
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