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2015 IRC 507.2 alternate lateral load connection (no more invasive hold-downs)

12K views 26 replies 12 participants last post by  Calidecks 
Ok, I never considered that.
Would what I recommended meet that requirement though? A tie in to the building that would allow attachment to the deck joists and ledger board, and a flange that extends below to allow bolting to the rimjoist or plate material?
 
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