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rn-cca..Annn,�ru,ru� Pitrer 8 Associa� PILC TiUe � 8"IB'-0"CH ?Slab Page:_ <br /> '.� ���-'.,--�� 2722CoIhyAve Job# . 2 Dsgnr yp Date: MAY77,1070 <br /> '—"""'�' Suite 722 Descnption.... <br /> Everett,WA 98201 <br /> 0:425•]OB-8070 Fax:415•258-7292 <br /> This Wall in File:c:\documents and sattingsltom ownerER� <br /> Retain Pro 9 01989•1009 Ver.9.09 8779 <br /> ReglntrationM:RP�1175155 RP9.09 Cantilevered ReWining Wall Design code:isc2�os <br /> Licensed to:Pitzer and Associates,PLLC <br /> Summarv of Overturnina 3 Resfsting Forces& Moments � <br /> .....OVERTURNING..... .....RESISTING..... <br /> Forcr DI3Unce Moment Force DlsGnce Moment <br /> Ilem Ibs ft R-# Ibs R ft-�M <br /> Heel Aqive Pressure = 817.2 22B� 1,861.3 Soil Over Heel = ;,140D � 3.03 3,4557 <br /> Surcharc�t over Heel = 99] 3 42 340.5 Sloped Soil Over Hee = <br /> Toe ACi.e Pressu�e = Surcharge Over Heel = <br /> Surcharne Over Toe = Atljacent Footing Load = <br /> A.ljacent Fonting Loatl = Axial Dead Load on Stem= <br /> Atl:7ed Lateral Lr,ad = •laial L ive Load on Stem = <br /> Load @ Sie.n Abave Soil= Soil Over Tue = 079 <br /> Seismic Earth Load = 55.7 4.10 228.5 Surcharge Wer Toe = <br /> Seismic Stem Self Wt = 30.0 3.83 115,0 Stem Weight(s) = G00.0 7.91 1,143.8 <br /> Earth f�il Slem Trarsitions= <br /> Tata� = � 1,002.5 O.T.M. = 2,545.2 Fouting Weighl = a'7.9 7,91 913.5 <br /> ReaistinglOvertuming Ratlo = 2.17 Key Weight = 1.50 <br /> Vertical Loa�s used far Soil Pressure= 2,217.9 Ibs Vert.Component = <br /> Total= 2;77.9 Ibs R.M.= 5,513.0 <br /> •Axial live load NOT incluCed in tolal displayed or useE for overtuming <br /> resisianca,but is inc!uCed for soil pressure ca�r.ulation. <br /> ---__ - _ _.— __.— ___ _ . ._ .__ .—_._—_—.—__— ___. <br /> DESIGNER NOTES: <br /> � I J <br /> I <br /> 'rz's'�c;-•..a'E :::.G I-°A F�.tta.�.-s Irc i.ce^sea[c F.er erdAss:caes 'LLC �.w�w Re:ai^Prc wm <br /> . .•°� ' ,-. [ve,e;; Via 5_... <br />