cliffcharb
Well-known member
So as I wait for an answer from the draftsmen/engineer that drew up my plans. I'm looking for thoughts from others concerning the required straps as I like to understand the purpose of everything. As a note I am in a 150mph wind zone.
Per the plans the gable ends sheathing must be spilt between the gable & wall. Makes sense so there is no "hinge" at the top plate.
My issue is the 24" straps shown @ each stud on the exterior of the sheathing. What exactly would those accomplish? Wall studs are 16", while gable verticals are 24" so every other strap would just be attached to the sheathing.
Unfortunately our city inspectors are pretty much worthless, as the few questions I've asked during this build were always directed back to my plans or engineer.

Per the plans the gable ends sheathing must be spilt between the gable & wall. Makes sense so there is no "hinge" at the top plate.
My issue is the 24" straps shown @ each stud on the exterior of the sheathing. What exactly would those accomplish? Wall studs are 16", while gable verticals are 24" so every other strap would just be attached to the sheathing.
Unfortunately our city inspectors are pretty much worthless, as the few questions I've asked during this build were always directed back to my plans or engineer.

