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cantilivered columns

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Greetings,
 
Cantilevered column for lateral resisting elements in type v construction:
 
Am I interpreting 97 UBC correctly,
 
Design column/beam connection for omega forces.
Design column strength and drift for section 1612.3 load combinations
Design base connection for omega forces.
 
Does the footing need to be designed for omega forces?
 
Regards,
 
Mark