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1982 CMU Veneer attachments

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I am investigating a CMU veneer wall collapse from high winds.  What was the code required spacing for attachments of CMU veneer to the wall framing for a building that would be designed for seismic design category D nowadays?  The plans are dated 1982.  Thanks.
Drew Morris, PE | Project Engineer
              Engineers, Inc.
510 L Street, Suite 200 | Anchorage, Alaska 99501
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