I own a 2 story brick veneer wood frame house. The second story is smaller than the first so some brick walls sit on the roof. If it was a perfect world there would be be strong framing under the brick, the brick would sit on angle iron, and flashing and weepholes would be installed for drainage.
We are repairing some of the second story walls (soffits) because they were done less than perfectly.
Code requires that the angle iron be bolted to the trusses (framing) that the brick is sitting on and not to the wall studs next to them however my engineer says that code is stupid in this case and he feels that the angle iron would hold the brick better if it is attached to the stud wall it is next to. Thinking of getting another engineer's opinion but I figured I would check here for opinions if any engineers are reading.
Thanks!