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  1. #26
    Join Date
    Jan 2006
    Posts
    141
    Slatta,

    Thanks for the pony wall Cad detail.

    Re-read the thread again, I now understand. Instead using post and beam as a means to bear load, you just use 2x4 wall and required footing. The "pony" wall causes me to think it's some kind of special load bearing wall that I should know. The pony wall that I know is the one defined by CA.

    Thanks

 

 

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