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  1. Sierra Dave

    Effect of Expansive Soils on CMU Retaining Wall Design

    I've got an plan check note in Sonora, California for a 75' long x 7' tall CMU retaining wall that I must provide expansion joint detailing per TMS 402-16 Sec 4.1.5 because the Soils reports cites expansive soils in the area. CalTrans CMU retaining wall details call a joint every 90'. I thought...
  2. Sierra Dave

    Wood framing inside a manufactured steel building

    I am designing a 2 story wood dwelling inside of a steel building which was not designed to carry any gravity or lateral load from my light frame wood substructure. Unless I can figure out how to show that there are no loads or interactions that affect the steel building, the AHJ has said that I...

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