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Bill Kibbel

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Posts posted by Bill Kibbel

  1. Caulking did not cause the crack. 

    Rob's video describes one of the processes that can happen when applying caulking (or Portland cement based mortar) in mortar joints but is not applicable to this issue. 

    Movement is the cause of this crack. I can't tell what caused the movement from a couple pictures.

  2. 9 hours ago, Marc said:

    I'm not following very well Jim.

    I spend a lot of time in the Southeast, so I can translate.

    At an inspection last week, Jim  discovered an outpouring of many problems, right from the start. 

    Jim advised his client that he could abort the inspection and would only have to pay for Jim's time to that point. 

    10 minutes later, the client asked Jim to discontinue, payed a reduced fee and Jim later issued a letter the client could use to terminate the purchase agreement.

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  3. I'm assuming this inspection was a loss control survey for an underwriter.  A building inspection would identify type, not insurance class.  After the '08 crash, I did alot of work for commercial insurers for 2 years. 

    If you confirmed the steel wall framing, you might be able to consider it mixed construction and then try to apply the 2/3 rule.  Cold-rolled, light-gauge framing supporting loads however, is more likely to be class 1. Where there any interior load bearing walls?

     

     

    Unprotected light gauge steel is Class 1

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