2.  Please provide:
Item 1. Details for the revised connection.  This is a critical connection on a structure in a high wind and flood zone.  Please show how the revised connection resists gravity, uplift, and lateral loads. 
Item 2. Details for the revised connection.  This is a critical connection on a structure in a high wind and flood zone.  Please show how the revised connection resists gravity, uplift, and lateral loads.
Item 3. Please provide all drawings where the revised wall occurs and provide the revised shear wall calculations that were used for the new design. 
Item 4. Please clarify if there is a new design at this location, or if the revised detail more clearly shows the actual original situation.
Item 5. Please indicate which plan review comments were addressed.  Please note that the Hold Inspection 106 for deck beams and joist calculations is still in effect.
Item 6. Please provide all Quick Tie general and specific details.