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� <br /> rirzni s essncure,,ruc Pl�er 8 Assacia� ?LLC Title � 8"14'-0"CN )Siab Pa;e._ <br /> •' 2722 Coib Ave Job# : 3 Ds nc t Date. MAV 17,2010 <br /> �-.�•-_=��� Y 9 IP <br /> - �' Suite 722 Descriplion.... <br /> Everett,WA 98201 <br /> 0:425•JOB•8070 Fax:425•258-3292 This Wall in File:c:ldo�uments and settingsltom.ownervdH� <br /> ReUin Pro 9 m 7989-7009 Ver:9.03 8779 <br /> ReglatntionA:RP�1775�55 RP9.09 Cantilevered Retaining Wall Design code: iAc zoos <br /> Licensed to:Pitzer and Associates,PLLC <br /> - _ _ ___-_—_—___-.__ ___ __- _ __ _ __ __ _ -_ __. ____ _ _ ._ <br /> Summary of Overturning 8 Re,isting Forces 8 Moments � <br /> .....OVERTURNING..... .....RESISTING..... <br /> Force Distance Momenl Force Dlatance Mament <br /> Item Ibs R R-# Ibs R R-# <br /> Heel Active Pressure = 408.8 1.61 658.7 Sail Over Heel = SZ0.0 2.21 1.148.3 <br /> Surc:iarge over Heel = 70.5 2.42 170.3 Sloped Soil Over Hee = <br /> Tae Active Pressure = •31.7 0.44 -13.8 9urcharge Over Heel = <br /> Surcharge Over Toe = Adjacenl Pooting Load = <br /> Adjacent Footing Load = Axial�ead Load on Stem= <br /> AdOed Lateral Load = 'Axial Live Load on Stem = <br /> Laad @ Stem Above Soil= Soil Over Toe = fi0D 0.50 30.0 <br /> Seismic Earth Load = 27.9 2.90 80.8 Surcharge OverToe = <br /> Seismic Slem Self Wt = 20.0 2.03 E6.7 Stem Weight(s) = 400.0 1.33 533.3 <br /> ---- -- -- Earth @ Stem Transitions= <br /> Total = 496 1 O.T.M. = 952.7 Fooling Weighl = 343.8 1.38 472.7 <br /> Res�stinglOvenuming Fat(o = 2.Y9 Key Weight = <br /> Vertical Loads used for Soil Pressure= 1,323.8 16s VeA.Companent = <br /> TaGI= 1,323.8 Ihs R.M.= 2,70a.3 <br /> 'Axial live load NOT inGutled in talal displayed or used for overtuming <br /> resistance,but is included for soil pressure w�culation. <br /> _ - ____ _ _.. _ _- - .-- _ ____ <br /> _ _---_______---- —___ _ <br /> DESIGNER NOTES: <br /> n�i� j <br /> �/� <br /> ke!�m Pro Se7.vare d 2CC9 HEA P;:t�:ca;icrs,Icc L�u±r.seC ic.°.Cer ar�Ass:ciates.PLLC vrv,w RetainPro pm <br /> A�,I RiSn;s Reserve� Everett.WA%:01 <br />