Laserfiche WebLink
COMPANY PROJECT <br />WoodWorks®Feb. 19, 2014 19:50 Stanphill <br />SolarCity, Inc.MP1 <br />SOFTWARE FOR WOOD DESIGN·Job No. 927481 <br />MP1.wwb <br />Design Check Calculation Sheet <br />WoodWorks Sizer 10.1 <br />Loads: <br />Load Type Di:stribution Pa:t-Location [ft]Magnitude Unit <br />tern Start,End Start End <br />Loadl Dead Full Area No 15.00 (32.0)* *sf <br />Load2 Roof live Part:i:a:1 Area Yes 0..00 2.33 16.00 (32·.0)* psf <br />Load3 Roof live Partial Area Yes 10.58 14.33 16.00 (32.0)* p;sf <br />Load4 Dead Partial Area No 2.33 10.58 9.00 (32.Q)* psf <br />*Tributary Width (in) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />-3 <br />0' 4'-3"14'-4" <br />Unfactored: <br />Dead 661 277 <br />Roof Live 150 130 <br />Factored: <br />Total 811 407 <br />Bearing: <br />761F'theta 761 <br />Capacity <br />Joist 10314 9316 <br />. Supports 8476 8476 <br />Anal/Des <br />Joist 0.08 0.04 <br />Support 0.10 0.05 <br />' Load comb #2 #4 <br />Length 3.50 3.5:0 <br />Min req'd 0.50*0.50* <br />Cb 1.11 1.00 <br />Cb min 1.75 1.00 <br />Cb support 1.11 1.11 <br />Fcp sup 625 625 <br />*Minimum bearing length setting used 1/2" for end supports <br />Bearing forwall supports is perpendicular40-grain bearing on top plate. No stud design included. <br />MP1 <br />Lumber-soft, D.Fir-L, No.2,4x6 (3-1/2"x5-1/2") <br />Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Timber-soft Beam, D.Fir-L No.2; <br />Roofjoist spaced at 32.0" dc; Total length: 1;7'-10.3"; Pitch: 8/12; <br />Lateral support: top= full, bottom= at supports; <br />40