Looking at 2 story 8" cmu structure to have wood floor & roof trusses. Floor trusses likely be 24"+/- depth. Interested in opinions/reccomendations on detailing floor truss connection to wall i.e. top bearing, bottom bearing, hanger, ledger, pocket, moisture break, cmu bond beam verse cip beam...Also I recall reading limitations of wood framed diaphragms in combination with masonry walls? any thoughts on this...?
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