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r�ruH a ��4n��i.re�.ru� Pitzer 8 Aasocia� �LLC Ttle � 8"!8'-0"CN' )Slab Page�_ <br /> ' � �:-=:,�='�� 2722CoIbyAve Job# : 7 Dsgnc yp Date�. M,4Y77,2070 <br /> _V,""' Suite 722 Descnption.... <br /> EvereC WA 98201 <br /> 0:425•108-8070 Faz:425•258-�292 <br /> _ This Wall in File:c:ldocumenta and settings\tom.awner-dk� <br /> Retain Pro 9�1969-20W Ver:9.09 8779 <br /> RegistatlonR:RP.7175A55 RP9.09 Cantilevered ReWining Wall Design code:ieczoos <br /> Licensed to:Pftzer and Assoclates,PLLC <br /> Summary of Overturninq 8 Resistinq Forces 8 Moments � <br /> .....OVERTURNING..... .....RESISTING..... <br /> Force Distance Moment Force Dlahnce Moment <br /> Item Ibs ft fl-it Ibs ft 4;1 <br /> Heel Active Pressure = 1,365.5 204 4,020.6 Soil Over Heel = 2,000.0 379 7,5827 <br /> Surcharge over Hecl = 128.8 4 42 56?.0 Slaped Soil Over Hee�� _ <br /> Toe Active Pressure = Surcharge Over Heel = <br /> Surcharge Over Toe = Adjacent Footing Load = <br /> Adjacent Footing Load = Axial Dead Load on Slem= <br /> Addetl Wteral Load = •Axial Live Laad on Stem = <br /> Load @ Stem A6ave Soil= Sail Over Toe = 1.04 <br /> Seismic Earth Load = 93.1 5.30 49J,5 Surcharge Over Toe = <br /> Seismic Stem Self Wt = 40.0 4.03 1933 Stem Weight(s) = 800.0 2.42 1,933.1 <br /> - Earth(a�Stem Transitians= <br /> Totai = 1,627.4 O.T.M. = 5,276A Footing Weigm = 604.1 2.42 7,459.9 <br /> ResistinglOverturning Ratlo = 2.06 Key Weight = <br /> Vertical Loads used for Soil Pressure= 3,404.1 Ibs Vert.Component = <br /> Total= 3,404.1 .C5 R.M.= 10,975.6 <br /> 'lUcial iive load NOT included in ictal disClayed,or used!cr overtuming <br /> resisiance,but is included for soil pressure calculahan. <br /> —. _ --_--_ ._---._ —..__._—__ __- _ —_. __.__—____--_—.—_._—_—.. <br /> DESIGNER NOTES: <br /> ��►�� <br /> Re;-r�nPmScL•;�;re�;2:C3HGAFcC��icancns.lrc. l�censr';c P,,:eranaAsstt:a:es.PLLC -.wm�RetamFrou:m <br /> Ail'n�.5nts fieszvea Evicen.WA SB."Ot <br />