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DESIGN DATA 1 .Shambaugh.-SFR Renovation Sheet 2 of e <br /> INFORMATION SHEET 10201 1st Drive SE JN 23-759 <br /> Everett,WA DATE 5/19/2023 <br /> PREPARED BY Larry P. Johnson, PE <br /> REFERENCES IBC/IRC 2021 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 /> DEAD LOADS Roof 15 psf LIVE LOADS Roof 20 psf <br /> Floor 12 psf Floor 40 . psf <br /> Int.Walls 10 psf _ Deck 60 psf <br /> Ext. Walls 12 psf <br /> SNOW: Pg 25 Psf <br /> Ce 10 <br /> Ct 1.0 <br /> i l 1.0 <br /> Pf min = 20I 20 Psf <br /> pf= 0.7PgCeCtf 25.0 Psf <br /> WIND Basic Wind Speed 110 MPH <br /> Exposure Category'. 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 II <br /> Site Soil Profile D 'D' if unknown <br /> Seismic Design Category D1 <br /> Basic Seismic System Wood Framed Shear Walls <br /> Analysis Procedure Equivalent Lateral Force Procedure, ASCE 7, Chap 12,8 <br /> SOILS Soils Bearing Capacity, per Table 1806.2 1,500 psf <br /> Responsibility of Contractor and/or <br /> CONCRETE Fc= 3,000 psi Owner to verify soil condition suitable <br /> to support foundation. <br /> REBAR Grade 40, 40 ksi, #3 bar <br /> Grade 60,60 ksi, all others <br /> Struct Work Sheet COVER IBC LPJ <br />