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Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: (425)828-4200 Project Descr: DEI Wall Footing Project File:23-079 Charter Club.ec6 LIC#:KW-06014989,Build:20,23.2,14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: (E) Wall FTG CHeck (Below HDR 3) Code References Calculations per AN 318-19,IBC 2021,CBC 2022,ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values fc;Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing - 1.50 ksf fy: Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 co Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Reference Depth below Surface = ft Min Steel% Bending Reinf. = Allow. Pressure Increase per foot of depth = ksf Min Allow%Temp Reinf. = 0,00180 when base footing is below = ft Min.Overturning Safety Factor = 1.0: 1 Increases based on footing Width Min.Sliding Safety Factor = 1.0: 1 Allow. Pressure Increase per foot of width = ksf AuloCalc Footing Weight as DL : Yes when footing is wider than = ft Adjusted Allowable Bearing Pressure = 1.50ksf Dimensions Reinforcing Footing Width = 2.330 ft Footing Thickness = 8.0 in Bars along X-X Axis Wall Thickness = 6.0 in Rebar Centerline to Edge of Concrete... Bar spacing = 12.00 Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 4 from center of footing = 0 in x§-- -_ -- - -x - X-X Swt Lai1n'p to+Z Applied Loads D Lr L S W E H P : Column Load = 0.5840 0.940 k OB: Overburden = ksf V-x = k M-zz = k-ft Vx applied = in above top of footing i h li