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COMPANY PROJECT <br />WoodWorks®SolarCity, Inc.MP2 <br />3055 Clearview Way Vandervoort <br />SOF,WARE FOR WOOD DESIGN San Mateo, CA 94402 Job No. 927402 <br />888-765-2489 MP2.wwb <br />Sep. 5, 2013 06:34 <br />Design Check Calculation Sheet <br />WoodWorks Sizer 10.0 <br />Loads: <br />Load Type Distribution Pat-Location [ft]Magnitude Unit <br />tern Start End Start End <br />Loadl Dead Full Area NO 8.00 (24.0)* psf <br />Load4 Roof live Partial Area Yes 0.00 1.75 20.00 (24.0)* psf <br />Load5 Roof live Partial Area Yes 10.42 13.75 20.00 (24.0)* psf <br />Load7 Dead Partial Area NO 1.75 10.42 3.00 (24.0)* psf <br />*Tributary Width (in) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />- 14'-10.3" <br />0' 2' 10'-5"13'-9" <br />Unfactored: <br />Dead 122 176 <br />Roof Live 81 73 <br />Factored: <br />Uplift <br />Total 204 248 <br />Bearing: <br />F'theta 668 668 <br />Capacity <br />Joist 3883 1879 <br />Supports 4101 1758 <br />Anal/Des <br />Joist 0.05 0.13 <br />Support 0.05 0.14 <br />Load comb #3 #6 <br />Length 3.50 1.50 <br />Min req'd 0.50*0.50* <br />Cb 1.11 1.25 <br />Cb min 1.75 1.75 <br />Cb support 1.25 1.25 <br />Fcp sup 625 625 <br />*Minimum bearing length setting used: 1/2" for end supports <br />Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. <br />-8 <br />70 <br />8 <br />62 <br />668 <br />1503 <br />0.04 <br />#2 <br />1.50 <br />0.50* <br />1.00 <br />1.00 <br />MP2 <br />Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2'0) <br />Supports: 1,2 - Lumber Stud Wall, D.Fir-L Stud; 3 - Hanger; <br />Roof joist spaced at 24.0" c/c; Total length: 14'-10.3"; Pitch: 4.3/12; <br />Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);