

New Construction Walkthrough: Is my builder right about this lifting brick ledge flashing?
Hey everyone,
Finishing up a new construction walkthrough in Georgia and need an opinion on a flashing issue.
🔍 The Issue
Where our exterior lap siding meets the lower-level brick foundation ledge, the home inspector flagged the metal apron flashing for poor installation. The horizontal segments are loose, lifting, and overlapping poorly with visible gaps.
- Inspector's Note: He's concerned that wind-driven rain will push right into these loose horizontal overlaps and joints. He suggested adding a silicone sealant to the edge.
- Builder's Pushback: The builder refuses to fix it, claiming it is "per code" and that the gap is designed that way so the wall cavity can weep moisture.
❓ My Questions:
- Is the builder right? Does code allow the horizontal flashing segments to bow and lift apart at the joints just because the system needs to weep at the bottom?
- What is the correct fix? Should the horizontal metal overlaps be fastened flat and sealed together where they intersect, or is it normal to leave them gapping?
Thanks!