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DESIGN DATA Woods Coffee-Menu Boards/Clearance Bar Sheet 2 of ¢l- <br /> INFORMATION SHEET 10312 Evergreen Way JN 19-554 <br /> Fvev; Li,4 DATE 6/8/2022 <br /> PREPARED BY Larry P. Johnson, PE <br /> REFERENCES <br /> IBCIIRC = . 2018 ;`. ;ASCE 7 ;-. 2016 <br /> Allowable Stress Design-Basic Load Combinations Used: <br /> For Soils Loadings :Allowable Design <br /> For Concrete Design Strength Design, Factored Loads <br /> WIND Basic Wind Speed 110 ;MPH <br /> Ex osure'Cate o B <br /> Enclosed Structure <br /> Structure Category II .:. <br /> Importance Factor 1.00 <br /> Internal Pressure Coeff. N/A <br /> SEISMIC .: Structure Category II <br /> Importance Factor 1.00 <br /> Seismic Use Group <br /> II <br /> Site Soil Profile 0 'D' if unknown <br /> Seismic Design Category D2 <br /> Basic Seismic System Cantilivered Steel Column <br /> Analysis Procedure Equivalent Lateral Force Procedure,ASCE 7, Chap 9:5.5 <br /> SOILS : Soils Bearing Capacity, per Table 1806.2 2,000 psf <br /> Respons <br /> ibility of Contractor and/or <br /> CONCRETE Fc=2500 psi Owner to verify soil condition suitable <br /> to support ndation up ort foundation. <br /> REBAFi Grade 40,40 ksi,#4 and smaller .:. <br /> Grade 60,60 ksi, all others <br /> Struct Work Sheet COVER IBC LPJ <br />