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// CODE SNIPPET

AS105.4.2 Pins

2015 Michigan Residential Code > S Strawbale Construction > AS105 Strawbale Walls-General > AS105.4 Out-Of-Plane Resistance and Unrestrained Wall Dimensions > AS105.4.2 Pins
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Pins used for out-of-plane resistance shall comply with the following or shall be in accordance with an approved engineered design. Pins shall be external, internal or a combination of the two.
  1. Pins shall be 1/2-inch-diameter (12.7 mm) steel, 1/2 inch-diameter (19.1 mm) wood or 1/2-inch-diameter (12.7 mm) bamboo.
  2. External pins shall be installed vertically on both sides of the wall at a spacing of not more than 24 inches (610 mm) on center. External pins shall have full lateral bearing on the sill plate and the top plate or roof-bearing element, and shall be tightly tied through the wall to an opposing pin with ties spaced not more than 32 inches (813 mm) apart and not more than 8 inches (203 mm) from each end of the pins.
  3. Internal pins shall be installed vertically within the center third of the bales, at spacing of not more than 24 inches (610 mm) and shall extend from top course to bottom course. The bottom course shall be similarly connected to its support and the top course shall be similarly connected to the roof- or floor-bearing member above with pins or other approved means. Internal pins shall be continuous or shall overlap through not less than one bale course.

Related Code Sections


AS105.4.2 Strawbale Construction, Pins
Pins used for out-of-plane resistance shall comply with the following or shall be in accordance with an approved engineered design. Pins shall ...
2015 Michigan Residential Code > S Strawbale Construction > AS105 Strawbale Walls-General > AS105.4 Out-Of-Plane Resistance and Unrestrained Wall Dimensions > AS105.4.2 Pins
A206.4 Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Buildings With Flexible Diaphragms, Anchorage at Pilasters
of the two-way slab shall be considered fixed when there is continuity at pilasters and shall be considered pinned at roof and floor. The pilasters ...
2015 Michigan Rehabilitation Code > A2 Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Buildings With Flexible Diaphragms > A206 Analysis and Design > A206.4 Anchorage at Pilasters
AS107.1.2 Strawbale Construction, Two-Hour Rated Cement Plastered Wall
) on center. 9 gage U-pins with not less than 8-inch (203 mm) legs shall be installed at 18 inches (457 mm) on center to fasten the mesh to the bales ...
2015 Michigan Residential Code > S Strawbale Construction > AS107 Fire Resistance > AS107.1 Fire-Resistance Rating > AS107.1.2 Two-Hour Rated Cement Plastered Wall
Section AS102 Strawbale Construction, Definitions
, its ties on the face of the wall and its straw lengths oriented vertically. PIN. A vertical metal rod, wood dowel or bamboo, driven ...
2015 Michigan Residential Code > S Strawbale Construction > AS102 Definitions
AS102.1 Strawbale Construction, Definitions
, its ties on the face of the wall and its straw lengths oriented vertically. PIN. A vertical metal rod, wood dowel or bamboo, driven ...
2015 Michigan Residential Code > S Strawbale Construction > AS102 Definitions > AS102.1 Definitions
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