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City of LA Code Sections 1633.2.8.1(1) vs 1633.2.9(4)

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In Section 1633.2.8.1(1) the 420 plf load is at strength design level
(420/1.4=300 plf at ASD level).
Question: In Section 1633.2.9(4) the 300 plf is at strength or ASD level? I
would guess it is ADS level since it applies to wood element but it would be
inconsistency in addressing seismic loading without providing sufficient

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