IBC 2018 - Unconstrained Pole Foundation

qh,allow psf/ft Allowable lateral bearing pressure from Table 1806.2 or Geotechnical Engineer.
Allow for 1806.3.4? If 1/2" lateral displacement at the ground surface can be tolerated and the loading type is short term qh,allow can be 2x the tabular value. Confirm applicablility with Geotechnical Engineer is using non-tabular qh,allow.
P lbs Applied Lateral Load
H ft Distance from the ground surface to point of application of "P".
Pole Shape Cross-Sectional shape of the embedded foundation.
Diameter/Side Dimension in
Dignore ft Depth of soil to be ignored for lateral resistance.