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COMPANY PROJECT <br />® WoodWorks®3055 Clear-view Way Huynh <br />SolarCity, Inc.MP1 <br />SOFFWARE FOR WOOD OfSIGN San Mateo, CA 94402 Job No. 927417 <br />888-765-2489 MP1.wwb <br />Sep. 18,201306:09 <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 />Load2 Roof live Partial Area Yes 0.00 3.50 20.00 (24.0)* psf <br />Load4 Dead Point No 3.50 28 lbs <br />Load5 Dead Point No 6.67 56 lbs <br />Load6 Dead Point No 9.75 56 lbs <br />Load7 Dead Point No 12.92 28 lbs <br />Load8 Dead Full Area NO 7.00 (24.0)* psf <br />*Tributary Width (in) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />- 16'-3.6" <br />0' 1'-2"12'-6"15'-5" <br />Unfactored: <br />Dead 134 356 -96 <br />Roof Live 130 26 3 <br />Factored: <br />Uplift 109 <br />Total 264 383 <br />Bearing: <br />F'theta 655 655 652 <br />Capacity <br />Joist 3806 1841 1467 <br />Supports 4101 1758 - <br />Anal/Des <br />Joist 0.07 0.21 0.00 <br />Support 0.06 0.22 - <br />Load comb #2 #4 <br />Length 3.50 1.50 1.50 <br />Min req'd 0.50*0.50*0.50* <br />Cb 1.11 1.25 1.00 <br />Cb min 1.75 1.75 1.00 <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 />MP1 <br />Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2") <br />Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Timber-soft Beam, D.Fir-L No.2; 3 - Hanger; <br />Roof joist spaced at 24.0" c/c; Total length: 16'-3.6", Pitch: 3.5/12; <br />Lateral support: top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help); <br />f. - <br />--