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4.1.3.2.(8)
ApplicationIntent
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Application
Application 1: 
Design of basement walls of buildings for earthquake load, in seismic zones where IEFaSa(0.2) equals 0.35 or higher.
This applies to buildings described in Sentence 1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9] that are required to be designed in accordance with the requirements of Part 4.
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Intent
Intent 1: 
To direct Code users to Sentence 4.1.8.16.(4) for earthquake load combinations, where H due to E is taken into account in accordance with that Sentence.
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