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COMPANY PROJECT <br />WoodWorks®SolarCity Corporation <br />3055 Clearview Way <br />SOFTWARE FOR WOOD DESIGN San Mateo, CA 94402 <br />Nov. 2, 2013 19:44 <br />JB-927442-00 MP1.wwb <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 />DL Dead Full Area No 7.50 (24.0)* psf <br />PV DL Dead Partial Area No 1.25 12.00 9.00 (24.0)* psf <br />RLL1 Roof constr.Partial Area Yes 0.00 1.25 19.00 (24.0)* psf <br />RLL2 Roof constr.Partial Area Yes 12.00 15.08 19.00 (24.0)* psf <br />*Tributary Width (in) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />0' 1'-3" <br />16'-5.8" <br />'-1"15'· <br />285 <br />35 <br />320 <br />695 <br />912 <br />586 <br />0.35 0 <br />0.55 0 <br />#6 <br />.50*0. <br />.50*0. <br />1.75 1 <br />1.75 1 <br />1.25 1 <br />Unfactored: <br />Dead 97 73 <br />Roof Live 53 90 <br />Factored: <br />Total 150 163 <br />Bearing: <br />695F'theta 695 <br />Capacity <br />· Joist 912 521 <br />Supports 586 586 <br />Anal/Des <br />Joist 0.16 .31 <br />Support 0.26 .28 <br />Load comb #3 #2 <br />Length 0.50* 0 50* <br />Min req'd 0.50* 0 50* ' <br />Cb 1.75 .00 <br />Cb min 1.75 .00 <br />Cb support 1.25 .25 <br />Fcp sup 625 625 625 <br />*Minimum bear ng length setting used: 1/2" for end supports and 1/2" for interior supports <br />MP1 <br />Lumber-soft, D.Fir-L, No.2,2x4 (1-1/2"x3-1/2") <br />Supports: All- Timber-soft Beam, D.Fir-L No.2 <br />Roof joist spaced at 24.0" c/c; Total length: 16'-5.8"; Pitch: 5/12; <br />Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);