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P2LO - 26i9 . 0g <br /> Gravity Analysis <br /> -- Job: Wikstrom Remodel and Addition <br /> Site: 1211 10th Street, Wanacortes, WA 98221 9878 ' Registered <br /> j ARCHITE <br /> Architect: Underwood &Associates, Ilc Michael G.Underwood <br /> t Mike Underwood, AIA State of Washington <br /> F II <br /> ° 1005 4th Street <br /> Anacortes, WA 98221 Date: 13-Nov-19 <br /> Basis of Design <br /> Code 2015 IRC and IBC <br /> Structural <br /> Concrete: Steel A.S.T.M A36 <br /> f'c= 3000.00 psi Fy= 36.00 ksi <br /> Fy= 40.00 ksi Fb= 24.00 ksi <br /> Dead Load= 1.40 ksi E= 29 x 10^6 psi <br /> Live Load= 1.70 ksi <br /> flexure= 0.90 Foundation Soil Type= soft clay,silt(default) <br /> axial tension = 0.90 Allowable Soil Bearing = 1500.00 psf <br /> axial compression = 0.70 Fasteners Metal Framing anchors, clips, angles,straps, hangers, etc. <br /> shear= 0.85 Use"Simpson Strong Tie"or Equal. <br /> Nails- Use common type. <br /> Bolts- A.S.T.M.A307 <br /> Lumber Properties <br /> beam width I weight I fb(single) I Ft/ I E x 10^6 I fc(perp) I fc(parallel) I grade <br /> 2x DF-L#1 1.50 32.0 1000 180 1.70 625 1500 #1 <br /> 2X DF-L #2 1.50 32.0 900 180 1.60 625 1350 #2 <br /> 2X DF-L stud 1.50 32.0 700 180 1.40 625 850 #3 <br /> (2)2x DF-L #1 3.00 32.0 1000 180 1.70 625 1500 #1 <br /> (2)2x DF-L #2 3.00 32.0 900 180 1.60 625 1350 #2 <br /> 4x DF-L #ss 3.50 32.0 1500 180 1.90 625 1700 SS <br /> 4x DF-L #1 3.50 32.0 1000 180 1.70 625 1500 #1 <br /> 4x DF-L #2 3.50 32.0 900 180 1.60 625 1350 #2 <br /> 6x DF-L #ss 5.50 32.0 1500 170 1.60 625 1700 SS <br /> 6x DF-L #1 5.50 32.0 1000 170 1.60 625 1500 #1 <br /> 6x DF-L #2 5.50 32.0 900 170 1.30 625 1350 #2 <br /> 3.5" BC GLB 24f 3.50 36.4 2400 265 1.80 1100 1650 24f-V4 <br /> 5.5" BC GLB 24f 5.50 36.4 2400 265 1.80 1100 1650 24f-V4 <br /> 3.125" BC GLB 24f 3.13 36.4 2400 265 1.80 1100 1650 24f-V4 <br /> 5.125" BC GLB 24f 5.13 36.4 2400 265 1.80 1100 1650 24f-V4 <br /> 6.75" BC GLB 24f 6.75 36.4 2400 265 1.80 1100 1650 24f-V4 <br /> 1.75"Versa-lam 2.0 1.75 37.0 2800 285 2.00 750 3000 2.0 2800 <br /> 3.5"Versa-lam 2.0 3.50 37.0 3100 285 2.00 750 3000 2.0 3100 <br /> 5.25"Versa-lam 2.0 5.25 37.0 3100 285 2.00 750 3000 2.0 3100 <br /> 7"Versa-lam 2.0 7.00 37.0 3100 285 2.00 750 3000 2.0 3101 <br /> CEIITFri , <br /> DEC 2 3.2019 <br /> Basis of design <br />