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rirzcre s..sxonemms.ruc Pitzor 3 Asaocia� ?LLC Title � 8"16'-0"CNt )Slab Page:_ <br /> 'a ��_'��,;� 27T2 Colhy Ave Job ri ; 2 Dsgn[ yp Date� MAY 77,2010 <br /> " ' Suite 722 Description.... <br /> Everett,WA 98201 <br /> 0:42,-308-8070 Fax:425-258-3292 <br /> Thia Wall tn File•c:ldocuments and settingaltom owner�dft� <br /> RatainPro9�1989-2009Ver.9.W 8119 <br /> RaglttntlonR;RP-1775155 RP9.09 Cantilevered Retaini�g Wall Desifln Code: IBC 2006 <br /> Licensed to:Piher and Assoclates,PLLC <br /> Criteria � Soil Data � <br /> k„ �,. <br /> Retained Hc.ght ' 6.00 h Allow Soil Beannp = 1,500.0 psf <br /> Wall height above soil = 0.00 R FGuivalenl Fluid Pmssure MeNad <br /> Heel Adive Pressure = 35.0 psf/R <br /> Slope Behind Wall = 0.00: 1 Toe Active Pressure = 35.0 psfiR <br /> Height of Soil aver Toe = L0.00 in Passive Pressure = 250A psf/ft <br /> Water height over heel = 0.0 ft Soil Density,He.el = 120D0 pcf <br /> Soil Density,Toe = 0 00 pd <br /> Footing��5uil Friction - 0.350 <br /> Soil height to ignare �� "f`� <br /> for passive pressure = 0.00 in ,;,��.°x, <br /> � 4e. <br /> Thumbnail <br /> Surcharge Loads � Lateral Load Applied to Stem � Adjacent Footing Load � <br /> `'urcharge Over Heel = 50.0 psf Lateral Laao = 0.0#Ift Atl�acent FooGng Loatl = O.O lbs <br /> NOT Used To Resist SliAing 8 Overtuming ...Height In Tap = 0.00 R Pooting Witlth = 0.00 R <br /> Surcharge Over Toe = 0.0 psf ...Height tu Bottam = 0.00 ft EccenMcity = 0.00 in <br /> NOT Used for Sliding 8 Overtuming The above lateral load Wall to Ftg CL Dist = 0.00 fl <br /> AXial Load Applied to Slem � � has 6een increased 1.00 Fceting Type �ine Laad <br /> by a faclor of Base Above/Below Soil <br /> l�ial Dead Load = 0.0 Ibs Wind an Exposed Slem= 0.0 psf at Back o/Wall - 0.0 ft <br /> Axial Live load = D.O lbs Poisson's Ratio = 0.300 <br /> Axial Lnad Eccentricity = 0.0 in <br /> Earth Pressure�eismic Load , Kae fct seismic earth pressu�e = 0.281 Atlded seismic hase force 55.7165 <br /> Des�gn Kh = 0.050 g Ka for static earth pressure = 0253 <br /> DiRerence: Kae•Ka - 0.028 <br /> UsinS Mononobe�Okabe/Seed-Whitman prccedure <br /> Stem Weiyht Seismic Load � F�,i wP we�ght MWtiplier = 0.050 g Added seismic base force 30.0 Ibs <br /> S� 1� <br /> � y <br /> fieta�n Pro Sc?aare S:CC�N'c.�P�,:E��ca;�ans.Irc L�,ce�seC tc P�t^r aod Assoca[es.PLLC �wnv Ret�inFro com <br /> A!I R�,gr.ts Reser.e! Ew•e:t.WA c92'.t <br />