I am working on a 70 year old historic home of the Monterey Style, which has a five foot deep cantilevered balcony across the front as a signature element. One of the nominal 4x10 members was repaired a couple of decades ago by a carpenter using a 'zig zag' joint about 3 feet from the supporting wall, and not surprisingly the end of that member has sagged considerably. Does anyone have experience trying to repair a member using expoxy and fiberglass wrap to create a 'moment connection'? I've used the Abatron line for major structural repairs in the past with success, but not when moment resistance was required.
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Michael Malinowski FAIA
Sacramento CA
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