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Boylaton �-0le� Title Roy FN� �z Paye: _ <br />2777 BqAstod E Job 1! : MI � Dsgnr: mhb Date: JUl 7,200! <br />S�attl�, WA 9l122 Descriplion.... <br />P�rbR Bykonan <br />Thls Wall In FIN: <br />Cantilevered Retaining Wall Deaign <br />nt <br />Code; IBC 2006 <br />Footing Design Results � <br />Toe Heel <br />Fadored Pressure = 692 490 pst <br />Mu' : Upward = 1,655 29B 14U <br />Mu' : Downward = 602 967 ft# <br />Mu: Desipn = 1,053 668 ft-71 <br />Adua11-Way Shear = 8.35 9.95 psi <br />Allow 7•Way Shear = 75.00 75.00 psi Other Acceptable Sizes 8 Spacings <br />Tce Reinlorcing = None Spec'0 Tce: Nol req'd, Mu < S' Fr <br />Heel Reinforcing = None Spec'A Heel: Nol req'd, Mu < S' Fr <br />Key Reinforcing = 14 @ 1B.OD in Key: +Y4@ 22.25 in, NSQ 34.50 in, N6@ IB.25 in, N7� IB.25 in, <br />� yummary oi OveAuming 3 Resisting Forces 3 Moments i <br />.....OVERTURNING..... .....RESISTING..... <br />Fore� Diatanca Mom�nt Foru Dittant� Mom�rH <br />Ibm Ibs _ fl __ fl-N Ibs fl Ili <br />Heel Aclive Pressure = 723.1 2.14 7,5<9.4 Soil Over Neel = 655.4 3.16 2.2fi6.6 <br />Surcharge cver Heel = 204.5 3.21 657.4 Sloped Soil Over Heel = 5.6 3.61 20.5 <br />Tce Attive Pressure = -39.4 0.50 -19.7 Surcharge Over Heel = 108.3 3.16 37�.7 <br />Surcharge Over Toe = <br />Adjacent Footing Load = <br />Added Laleral Load = <br />Load @ Stem Above Soil = <br />Total - 888.3 O.T.M. = 2,187.1 <br />RealatinglOvertuminp Ratio = 2.E7 <br />Verlica� Loads used lor Soil Pressure = 2,773.5 Ibs <br />Vetlicai componenl ol active pressure used lar soil pressure <br />DESIGNER NOTES: <br />.__`,). ., .. <br />�, . �. - . . � �i � � .. <br />Adjacent Fooling Load = <br />Axial Dead Load on Slem = <br />' A:iat Live Load on Stem = <br />Soil Over Tce = 1.13 <br />Surcharge Over Tce = <br />Slem Weighl(s) = 600.0 2.SB 1,550.0 <br />EaAh (� Stem Transilians= <br />Footing Weighl = 500.0 2.00 1,00p.0 <br />Key We�ghl = 700.0 2.SB 258.3 <br />Ved. Component = 204.7 4.00 816.5 <br />Tolal � 2,173.5 Ibs R.M � 6,286.7 <br />' A:ial live load NOT included in total displayed or use� tor overturning <br />resistance, bu� is included for soil pressure ca�culalion. <br />U <br />��V:L it ��'._ F. 11 �C1:.�� �C� _�_ 1� .._� � i V.. <br />_ . _ " " ' ' <br />�Ir •(c,['0 i? UJ''.L rl,� ,i., C- I'I <br />1 <br />� - ` <br />� <br />�:� , � .! . <br />. .l ; .� <br />i �� _ _ . , <br />