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1x4 bracing on bottom of deck joists for sway bracing in category D siesmic and 80mph exposure C wind?

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Trying to find 'prescriptive' standards for 1x4ish diagonal (sway) bracing on the underside of the joists for residential deck framing (eg 20x10 deck on a 20ft ledger at the bldg and on 8ft or so high posts at the outer side).
Any ideas?
Thank you.

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