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Struetural Deslgn Aasc�efates. lnc. <br />u�a �n �.�, s�x� <br />Everett, WA 98201 <br />GF <br />rnw : � r <br />pafp�r: UaM: t0:O6AM, 11 APROS <br />o..c�non: <br />�: <br />Code Ref: AC' 318-02, 1997 UBQ 2003 IBC, 200� NFPA 5000 <br />Cantilevered Retaining Wall Design <br />Papt 2 <br />Summa � of Overtuming 8 Resisttng Forces & Moments �. � <br />.....OVF.RTURNING..... .....RESISTING.:... � <br />Foru DlHanes ManaM Face DISL�s D�cen�cai� <br />�m Iba R fl# Ibs R _ R�;1 <br />Hee►f1��sPressw�s = 2.�7.5 <.33 12.dt3.d SoIIOwtlleat = 2,3fQ.6 ;.5:f iG,p3.d <br />Toe AU'rve Piessure = <br />Surcfraige Over Toe = <br />Adjacent Footinp Load = <br />kdd'id t�Eer'�i I.aad = <br />Load @ Stem Abova Solt = <br />SeismieLoad = <br />Totsi = 2,957.5 O:T.M. = 12,815.8 <br />ReslstlnglOvertuming Ratlo = 2.36 <br />Vertical Loads used /or Sotl Prossure = 8,234.9 Ibs <br />Vertipl mmponant of xtive pressurn�used for soU pressura <br />SlopedS011OverMeel = <br />Su�Urra'ge Over FfeeF �.. <br />Adjawnt FooNng Load = <br />Ral� Oead taaif mr Sp�tr� <br />SoilOverToe = <br />Surcharge Over Toe = <br />$irtt WeqM(sf = <br />Earth � 3tem TrensNfons= <br />Footlng Welght = <br />Key WeigM > <br />Vert. Component = <br />7ohi = <br />500.6 <br />f,BSZS <br />825.0 <br />3.25 T,625.6 <br />3.25� 5,896B- <br />2.75 2,288.T <br />1,787.4 5.50 � �90.8 <br />7.234.9 ros R.M.� 30,298.9 <br />