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E�osure: � C - WInO Lcad: 80 <br /> Date: 11NI2006 DesignWi Pressurep=CeCqCf-7 <br /> Job Name: SID'S AUTO 0.15 24.34 <br /> Locallon: EVERETT 75-20 25.84 <br /> Calculated B : TIM FULTON 20-25 27.32 <br /> Wind Load � C•60 2530 28.24 <br /> . 30-00 30.OB <br /> Overall He hl: 15 4050 32.83 <br /> 60-80 35.13 <br /> 80-100 36.97 <br /> SecUon Heght Witllh SL Area Pressure PSF Force Lb. C/L eight FL Noment Lb:Ft <br /> A 6.OQ 8.00 48.00 25.94 1245.72 18.25 22723.44 <br /> 8 0.00 0.00 O.OD O.DO <br /> � 0.00 0.00 0.00 0.00 <br /> D 0.00 0.00 0.00 0.00 <br /> E 0.00 0.00 0.00 0.00 <br /> Tolals 48.00 �245.12 22723.44 <br /> 12 <br /> 5 roq= (Moment Lb:FL tolaq X 36 X.6 X 1.33 s`="``i+�S�re="'�3��fi:�9'�9'�n ug m <br /> -.;t�.. ..._.q, -7E"'�x-'�.e::F!s.:,�1 <br /> 1000 �� � <br /> UescNptlon of Pipe Requlretl Wall Lb./FL Sm.In3 � <br /> OpUon A B" SCH 40 PIPE �!!!i 28.55 16.81 <br /> Opdon B §yt5,�_ S_(:�TLU,BE��Q?2S7�t9�02��[Ob1j� <br /> Foundation Calculation <br /> Sin le Pole S' n p= 1.25 <br /> Doubie Poie Sign p= 0.62 h= 18.250 <br /> Singl Pole.,����� a= 2.3a x <br /> P ( 1.24512 ) A= 0.914 <br /> 4.83 I 3 x .4 3.5 3.5 <br /> (�eP�) (Lat PSF) (Fg,w�CU) (ftg.lenp��) <br /> O.W4 1.950 . <br /> O.d57 10.381 . <br /> d= A 7+S�RT( 1+ 4.36 x h � d= 4.745 ' <br /> 2 A <br /> Footing D(menllons 1Ndth: J,5 � <br /> Len hk 3.5 � <br /> �eplh: 4.745 <br /> Xdsi Concretc";.`? >'2:16305 A of Bags 17626 <br /> f <br /> i <br /> 1 <br /> t <br /> i <br /> � � <br /> � <br /> _ ��: r� t; r <br /> I <br /> G <br /> ; <br /> i <br /> �vvzoos-s.Pae�c,�s � <br /> I <br /> �� � � <br />