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Key connection points for a continuous load path for earthquake and high wind disaster resistance
Location of Braced Wall Panels and Braced Wall Lines, Figure R602.10.2.2 in the IRC
Possible failure scenarios due to house sitting on poorly braced and secured cripple wall
Right - Panelized walls came to site with house wrap and furring strips pre-installed; seams will be overlapped and taped on site.
The cripple walls in this home gave way in the 1994 Northridge Earthquake, causing the walls to partially collapse.
Uplift forces acting on the roof are met with roof-wall connections that distribute the forces down the walls and into the foundation along the continuous load path.