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vertical spacing of shelf angle

vertical spacing of shelf angle

vertical spacing of shelf angle

(OP)
I'm curious about the interpretation of cl.16.9.4 of CSA S304.1-94.  Essentially it states brick veneer can be supported on a brick check for up to 11m and then every 3.6m. I have recently noticed other engineers spacing shelf angles every 6m vertically.  Would this be in keeping with the intent of the code?

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