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  1. #11
    Join Date
    Dec 2005
    Location
    San Diego California
    Posts
    9,573
    I have commented on this before..... If CA defined a mono slab and footing being made up of three parts, this would solve my issues, Joe Carricks issues and Ed's issue. Those three parts are a concrete slab. (Usually 4" thick), sitting on a stem wall (6"-8" wide and approx. 14" tall) sitting on a footing (12"-15" wide and 6"-10" thick). Understand this is a mono pour. If the mono slab and footing were defined by these three components, it would enable us to build the footing using the minimum required sizes. I have a feeling I am singing into the wind.
    D. Scott Hall (The Bridge Troll)
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