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� �> �) <br /> Summit Engineera 6 Surveyor� T�� �_ '�Ob• <br /> 2218 Old Highway 99 South �^� Date: e:55PM, 12 MAR 02 <br /> Mount Vemon,WA.98273 ������� <br /> Calculatlons by YSK Seope: <br /> �'°" "°"° Pole Embedment in Soil P � <br /> �.. ���9.�..s��.::.,�,.��.w..tt � <br /> ����yy�.��N��,i� c:\ec\kiaso ecw:Calculations <br /> Description Rectangular�,:.sts with Point& Uniform Loads. Spane Buildings Inc. <br /> Kjocso project. 24' x 72' x 20'with 12'x 72' shed roof. 80 Mph exp. B <br /> - — — - - _ _ - -- ----- ---- � <br /> �General Infortnation <br /> Allox Passi�e 350.00 pcf Applied Loads... <br /> Mau Passne 1,500.00 Psf Pdnl Load 288.00 Ibs <br /> Load duration ixta 1.330 distance from base 20.000 R <br /> Pde is Rectangular <br /> Width 24.000 in Distnbuted Load 79.20 BJft <br /> Resirained @ Surface distence to top 20.000 N <br /> distance to bottan 0.000 ft <br /> Summary <br /> - � ----�--- -- - -- .. ..--- ------ - - <br /> IManents�SuAace... <br /> I Point load 5,760.00 N-N Tdal Momenl 21,600.00 II-N <br /> I DfsMbNed load 15,840.00 Total Laleral 1,672.00�bs <br /> � Withoul Surface Restraint... Wtth Sudace RestninL.. <br /> j Required Depth 0.000 tl Req'd Depth IA20 R � <br /> i Press� 1!3 Embed... Pressure @ Base... j <br /> � Actual 0.00 psf Actual I <br /> '� Alloxable 0.00 psl Allowable <br /> ! Surlace Restraint Force <br /> i <br /> , � � � � V � <br /> f 2 � D <br /> v1AR � ZQQZ <br /> C1TY Or [�;VI:RE'I"C <br /> Permit 5ervices <br /> f� <br /> � <br />