3040 TULALIP AVE 2016-01-01 MF Import

r�rzca s�.surur�s.r«c Pi'zer 8 Asaoci� PLLC Ttle � 8"!8'-0"CV� J Slab Page: '�� ^=�,��':-�� 2722 Colby Ave Job M : 1 Dsgnc yp Date: MAY 17,2010 -'-""-�' Suite 722 Description.... Everett,WA 98201 O:l25-308-8070 Fa::425•258•7292 Thla Wall in File•c•�documents and sattinga\tom ownorEN� Retaln Pro 9 m 7989.2009 Ver.9.09 5179 - ReglstntionN:RP�7175655 RP9.09 Cantilevered Retaining Wall Design Code: IBC 2006 Licensed to:Pitzer and Associates,PLLC Design Summary � Stem Construction � rop Stem Stem OK WaIISWbilfryRatios DeaipnHelghtAboveFt� R= 0.00 Overtuming = 2,OB OK Wall Matenal Abave"HC' = Concrete Sliding = 1.59 OK Thickness = 8.00 Rebar Size = p 4 Total Beanng Load = 3,404 Ibs Rebar Spacing = 6.00 ..,resultant ea. = 8.91 in Rehar Placed at = 6mter-�� Soil Precsure Q Toe = 7,353 psf OK Deafgn Data - --- - _- -� -- - _ Soil Pressure Qa Heel = 55 psf OK rolFB+fa/Fa - o.et6 Tatal Farce Q Section 16s= 7,9572 Allqwable = 7.500 ps{ Moment....Actual ft-#= 6,055.5 Soil Pressure Less Than Allawable ACI Factored�Toe = 1,624 pst Mo'nert.....Allowa6le = 7,422.4 ACI Fadored @ Heel = 6fi psf Shear.....Actual psi= 23.6 Footing Shear Q Toe = 14J psi OK Shear.._.Allowable psi= 75.0 FooUng Shear Q Heel = �z.7 asi pK Wall Weight = 100.0 Allowa6le = 75.0 psi Rebar Dapth 'd' in= fi.50 Sliding Calcs (Vertical Component NOT Used) �P SPLICE IF ABOVE in= 12.00 Laleral Sliding F�rce = 1,627.4 Ibs �P SPLICE IF BELOW in= less 700%Passive Force= • 1,788.9 16s HOOK EMBE�INTO FTG in= 6.00 less 100%Fnction Force = - 1,191.41bs MT'sonry Data - - - - . . . psi= Added force Req'd = 0.0 Ibs OK Fy psi= ....for 1.5: t Stability = 0.0 Ibs OK Solid Grouting = Motlular Ralio'n' _ ShortTertnFador = Load Factors -. . __. _ _ _ Equiv.Sohd Thick. _ Building Code IBC 2006 Masonry Btock Type = Medium Weight Deatl Load 7200 Masonry Design Method = ASD Lire LoaA 1.600 Concrete D.ta -------------- � - - Earth, H 7.600 r� psi= 2,500.0 Wind,W 1.600 FY psi= 40,000.0 � Seismic,E 7.00� Footing Dimen�ions 8 Strengths � Footing Uesign Results � Toe Witllh = 2 08 R Toe Heel Heel Widih = 2.75 Factored Ptessure = 1,624 66 psf Total Footing Width = 4.83 Mu' �.Upward = J,038 630 ft-# Footing Thickness = 10.00 in Mu':�ownwaN = 1,106 2,999 ft-* Mu: �esign = 1,931 2,369ft-# Key Width = 0.00 in Actual 1-Way Shear = 1474 22.68 psi Key Depth = 0.00 in qllow 1-Way Shear = 75.00 i5.00 psi Key Distance from Toe = 0,00 R Toe Reinfarcing = #4@ 12.00 in fc = 2,SOOpsi Fy = 40,000 psi Heel Reinforci�g = None Spec'd Paoting Concrele Density = 150.O�pd Key Reinforcirg = None Spec'd Min.As°/a = 0.0018 Other Acceptable Sizes&Spacings Cover�Top 2.00 @ Btm= 3,00 in Toe: If4Q 17.25 in,MS@ 26.50 in,#6@ 3775 in,k7@ 4825 in,#9�4825 in,#9@ 4 Heel:Not mq'd,Mu<S•Fr Key: No kry defned �� i�� � Fea�nPr�cC:.;re'.LiCSF.cd'r.C:icauc-,s.�rc L�ce^,seCto f��erarAAssoc:a;zs.PllC wmvfiotamFroc:m A'�I R�.c,^;s Resen=� Eve•eR.6VA 5A.0� .