Does anyone have a good source for details regarding the design of deep eave overhangs that are not supported with posts, brackets or cantilevered structure?
Some pertinent details, this is an 8/12 pitch SIP and metal roof with a heavy snow load with up to a 4′-6″ overhang that would be framed off the SIP roof and 2×6 walls @ 16″ O.C. The overhang would also have a covered, level, vented soffit.
Any thoughts or details would be appreciated. Resorting to brackets would be the last resort.