Yes. Any cantilever of the house floor structure over a bearing wall in which the house bandjoist or rimjoist does not have full bearing support would qualify as a cantilever per DCA6. In such cases, a non-ledger deck or engineering evaluation would be required. Where the house rimjoist has full bearing support of a wall or foundation (such as that shown in Figure 14 of DCA6), the vertical load path is continuous, consistent with the design assumptions in DCA6.