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COMPANY PROJECT <br />WoodWorks®3055 Clearview Way <br />SolarCity Corporation <br />SOFTWARE FOR WOOD DESIGN San Mateo, CA 94402 <br />Jan. 2, 2014 10:47 <br />JB-927467-00 MP1.wwb <br />Design Check Calculation Sheet <br />WoodWorks Sizer 10.0 <br />Loads: <br />Load Type Disitribution Pat:-: Location [ft]Magnitude:Uhit <br />tern Start End Start End <br />DL Dead:F·ull Area Ne 8.50 (24.0)* psf <br />PV DL Dead Partia]. Area No 1.08 13.92 9.00 (24.0)* psf <br />RLL1 Rcof constr.Partial Area Yes 0.00 :1.08 20.00 (24.0)* psf <br />RLL2 Roof constr.Partial Area Yes 13.:92 15.92 20 - 00' (24.0) * psf <br />*Tributary Width tin) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />- 16'-4.8" - <br />0' 2'-4"15'-10" <br />Unfactored: <br />Dead 304 20:7 <br />Roof Live 54 75 <br />Factored: <br />Total 359 282 <br />Bearing: <br />E'theta 636 636 <br />Capacity <br />Joist 3699 3:34:1 <br />SUPPorts,4101 4101 <br />Anal/Des <br />Joist 0.10 0.08 <br />Support 0.09 0.07 <br />Load comb #2 #4 <br />Length 3.50 3.50 <br />Min reg'd 0.50*0.50* <br />Cb 1.11 1.00 <br />Cb min 1.75 1.00 <br />Cb support 1.2,9 1.25 <br />Fcp sup 625 :625 <br />*Minimum bearing length setting used: 1/2" for end supports <br />MP1 <br />Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2") <br />Supports: All - Timber-soft Beam, D.Fir-L No.2 <br />Roof joist spaced at 24.0" c/c; Total length: 16'-4.8"; Pitch: 2/12; <br />Lateral support. top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help);