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Overturning Load Combination?

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To size the pads for resisting uplift caused by earthquake overturning
(for a tilt-up shearwall), which load combination should I use for the UBC97?:
 
0.9D +/- E/1.4  or
0.9D +/- E   ?
 
Thanks in advance.
Luca Musacchio P.E.