Lintel for non load-bearing masonry?

Hi folks,

I'm cutting a window into my basement, and the wall in question has a brick veneer on it (one story—about 9'), supported by the foundation wall. I think I need to size a lintel to support that veneer over the opening once it's cut. Masonry units are 12 x 1.5 x 3.5 inches.

The IRC doesn't seem to concern itself w/ non-load bearing masonry (as far as I can tell from Chapter 6) when specifying masonry spans.

The opening will be about 5'.

Do I need a lintel over this opening? Feels like I do. If so, can a flatbar lintel fit the bill? I'd rather not remove courses to insert an L if I don't have to.

Thanks for any guidance.

submitted by /u/combatwombat007
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