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riizeun.sw>run���.rur PiherBAssocid� PLLC Title � 8"!8'-0"CY! JSlab Page:_ <br /> ' ' � ��:_':,r.- 2722 Colby Ave Job p ; t Osgnc tjp Date MAY 17,2070 <br /> --"""-' Suite 7Y2 Description.... <br /> Everett,WA 98201 <br /> 0:425-]OS-B070 Fax:425•258•3292 <br /> _ This Wall in File:c:ldocumenb and settinBsltom.owner4M� <br /> Retaln Pro 5�7989-3009 Ver:9.09 8779 <br /> Reglstntlonit:RP.1175455 RP9.09 Cantilevered Retaining Wall Design Code: IBC2oo6 <br /> Licensed to:Pitzer and Associates,PLLC <br /> __ <br /> Criteria � Soil Data � <br /> Retamed Height ' 8.00 ft Allow Soil Beanng = 7,500A psf <br /> Wall height above soil = 0.00 R EQuivalent Fluid Pressure Methotl <br /> Heel Active Pressure = 35.0 psf/R <br /> Slope Behind Wall = 0.00: 1 Toe Active?ressure = 35.0 psf/ft <br /> Height af Soil over Toe = 30.00 in Passive Pressure = 250.0 osf/ft <br /> Water height over heel = 0.0 ft Soil Dersity,Heel = 120.00 pcf <br /> � Soil Density,Toe = 0.00 pcf <br /> Footing��Soil Fnctian = 0.350 <br /> Soil hcight ta ignare <br /> for passive pressure = 0.00 in � <br /> Thumbnail <br /> - - -- -- <br /> Surcharge Loads � Lateral Load Applied to Stem � Adjacent Footing Load � <br /> Surcnarge Over Heei = 50.0 psf Late21 Load = 0.0#f$ Atljacent Foonng Load = O.O IOs <br /> NOT Used To ResSl Sliding 8 Overtuming ,.,Height to ToF = 0.00 ft Footing Width = 0.00 ft <br /> Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentncity = 0.00 in <br /> NOT Used for Sliding 8 Overtuming _ The abave lateral load N'all to Ftg CL Dist = 0.00 ft <br /> Axial Load Applied to Stem � has 6een increased 1.00 Fo�ting Type Line Load <br /> - by a factor o( Base AbovelBelow Soil <br /> Azial DcaC Laad = O.O lhs Wind on Exposed Stem= 0.0 psf at Back o(Wall ' 0.0 ft <br /> Axial Live Load = O.O lbs Poisson';Ratio = 0.300 <br /> A�cial LoaC Eccentncity = 0.0 in <br /> Earth Pressure Seismic Load � Kae for seismic earth pressure = 0.201 Addetl seismic base force 93.1 Ibs <br /> Design Kh = 0.050 g Ka for slatic earth pressure = 0.253 <br /> DiHerence: Kae-Ka = 0.028 <br /> Using Menonohe-Okabe/Seed-Whitman procedure <br /> St0fi1 W019ht S@ISIi11C LOBd � ' FP!WP Weighl MWliplier = 0.050 g Added seismic 6ase force 40.G Ibs <br /> I <br /> ,a �p <br /> Re:am Fre ScP,�;re':2.C?�-EA r'cCi�ca;cns.Ir ��cers=_^;e P,�er arC Ass;,r.;25 PLLC wmv R^tan�Fro.Wm <br /> Ail R��r,hts Reservea E�ereC WA 9A2Ci <br />