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; <br /> . �� �a��s�a(� C/aLCUL/�TIONS FOR FREEST/�NDING SIGNS <br /> assnealsmm I <br /> �� Footing-Design�for�Fr-eestanding Signs and Flagpoles i <br /> _ Structure_Dimensions & Loading <br /> - � ---------___ -Design wind pressure: P= 24J psf <br /> - Overturning Safety Factor: �2= 1.5 ...Fsc sso�.2.3 <br /> Sign area 1: A1= 96.3 Sq ft ...tributary area 1 for each footer(e.g.sign) , <br /> Height of applied force above grade: h1=, 6.0 "ft ...height of area 1 centroid <br /> $Ign area 2: A2= 0.0 �Sq ft ...tributary area 2 for each footer(e.g.post) <br /> _— <br />