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Vector Strudural Engineers Project Title:MONUMENT SIGN - SANTA ANA <br />PO Box 160204 Engineer:DHF Proiect ID: L0053-075-131 <br />Olearfield, UT 84016 Project Descr: <br />61*Er b <br />Printed 17 DEC 2013. 4.·21PM <br />*.lf¢-F€bt'Fg,1 EM#-4832dfiWt-di ly, -i-,- - --- f -i_·. ' . j --,t. {1:(2· " -f--7-i 4 ./'- -EN@CA'LC-:INC. 1-983-26¥3, BJITd 6-1 j 6.30/Ver-6-6 2*··;File = D:\ServeAPRDD21 91\L0053N-,1\L0E4DA-1\chlcs\signs--ec6 <br />• <br />Description :MONUMENT SIGN FOOTING <br />.r"-mr - I.%.I5%38¢j@ferendes, 6.Ir lifi,T.1,1.f .111 - - -41- 12 1.--1 .L---1 1. 0 0 <br />Calculations per IBC 2009 1807.3, CBC 2010, ASCE 7-10 <br />Load Combinations Used ,ASCE 7-05 <br />1 1 1- - 1.1 1.- -1--*111- 1 -1 1- % 1ING@nG//nfdtmation <br />Pole Footing·Shape Circular <br />Footing Diameter 180 in <br />Calculate Min. Depth for Allowable Pressures <br />ENENo Lateral Restraint at Ground Surface * <br />Allow Passive............. <br />Max Passive .............1 <br />200.0 pcf flf· <br />1,000,Opsf -- --- <br />Controlling Values <br />Governing Load Combination : +D+W+H <br />Lateral Load 0.4620 k <br />Moment 3.234 k-ft Soil Surface <br />CNO Ground Surface Restraint , <br />11 1 -- 1 11 j ;1 <br />Pressures at 1/3 Depth <br />Actual 410.896 PSI r '-3 --- 6 - cf-* <br />Allowable 411.322 psf <br />f No lateral restraint <br />1 i. - 11 1 <br />1-2 - c -1 <br />- t - t- -29=n - <br />=- 32- 1 =2-ilim¢ri 1eq°frdbepth:.·' 0„i..; ; .„'-, 4,f50._ft· .- -- <br />Footing Base Area 1.767 fr2 @ <br />Maximum Soil Pressure .0.05659 ksf ·Footing Diameter = 106- <br />Lateral Concentrated Load Lateral Distributed Load Vertical Load <br />D : Dead Load k Idft 0.10 k <br />Lr : Roof Live k Wft k <br />L:Live k km k <br />S:Snow k Wft k <br />W: Wind 0.4620 k Wft k <br />E : Earthquake k Idft k <br />H : Lateral Earth k Wft k <br />Load distance above TOP of Load above ground surface <br />ground surface 7.0 R ft <br />BOTTOM of Load above ground surface <br />R <br />,g'-Load'Comblriatian-Re'gultil --:_-= E.. :',- <br />,.- -,i - - -, -- -- i.-: -* '- ... i' ... .. Forces@,Ground Surface..,-, 1 i.tRequired- c.' -' Presiure atl/3·Depth j..Soil.lA*ase'. <br />L644-'Combination - 10 ,loads:'(k)-, .1 1. ,'Moments =.(ff-k) i -D-epth - (ft)'- .- '. Actual - (pst)· ' : ':Allow- (psf), i -,-- FaEtor '- 4 <br />D Only 0.000 0.000 0.13 0.0 · 0.0 1.000 <br />+D+L+H 0.000 0 000 0.13 0.0 , 0.0 1.000 <br />+D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 <br />+C)+S+H 0.000 0.000 0.13. 0.0 0.0 1.000 <br />+040.750Lr-,0.750L+H 0.000 0.000 0.13 0.0 · 0.0 1.000 <br />+D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 <br />+D+W+H 0.462 3.234 4.75 410.9 411.3 1.330 <br />+D40.70E+H 0.000 .0.000 0.13 0.0 0.0 1.000 <br />+040.7501-r+0.7501.+0.750W+H 0.347 2.426 4.75 307.9 309.5 1.000