ISE Incorporated Job: ATTEG46 Fox Hollow <br />P.O. Box 50039 <br />Project: ISE Job No. 9437 <br />Phoenix, Arizona 85076 <br />Client: Larson Camouflage <br />Phone: 602-403-8614 <br />Date: June 11, 2015 <br />FAX.- 623-321-1283 <br />Designed by MN <br />Rigid Pole Theory Foundation Design - <br />Calculated Wind Force Reactions from Force Totals Table: M = 900.939 k-Ft, V = 21.203 kip, A = 14.35 kip <br />Soils Report - <br />Adapt Engineering Project No. OR13-18613-GEO <br />Allowable Lateral Bearing Pressure = 300psf/ft <br />Drilled shaft foundation design per "Pole Formula" per <br />Equation 18-1 of Section 1807.3.2.1 of the IBC 2012. <br />Per Enercalc Solution for Eqn 18- 21.25' Embed Required <br />Enercalc Design solution results- (Program Output attached) <br />Add 3.25' to Embedment Requirement: <br />Use 60" Diameter x 24'-6" deep pier w/ +6" exposure: <br />Reinforcing: Use (14) - #10 Vertical <br />