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iii F O R T E " Main Level,Dinette Window Rear PASSED . <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:12'1" <br /> + + . <br /> o 0 <br /> • <br /> X 3'6" % 3'6" X�. 3'6" <br /> 0 o a El <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LOP Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 1945 @ 0 1913(1.50") Passed(102%) -- 1.0 D+1.0 L(Alt Spans) Member Type:Header <br /> Shear(lbs) 1350 @ 9'2 3/4" 2498 Passed(54%) 1,00 1.0 D+1.0 L(Adj Spans) Building Use:Residential <br /> Moment(Ft-lbs) -1820 @ 3'11 1/2" 3431 Passed(53%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2012 <br /> Uve Load Dell(In) 0.009 @ 10'1 15/16" 0.132 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Total Load Dell.(in) 0.013 @ 1'10 9/16" 0.198 Passed(1)999+) -- 1.0 D+1.0 L(Alt Spans) <br /> •Deflection criteria:LL(1/360)and TL(1/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'1"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing Is required to achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead LP <br /> Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.53" 945 1001/-125 320 2266/-125 None <br /> 2-Trimmer-SPF 8.00" 8.00" 3.74" ' 2047 2717 ._ 490 5254 keine <br /> 3-Trimmer-SPF 8.00" 8.00" 3.74" 2047 2717 490 5254 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 715 1001/-125 176 1892/-125 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 12'1" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 12'1" 14' 15.0 40.0 - Floor-Upper Level <br /> 2-Uniform(PLF) 0 to 12'1" N/A 80.0 - - Wall-Upper Level <br /> 3-Uniform(PSF) 0 to 12'1" 3' 20.0 - 35.0 Snow-Main <br /> 4-Uniform(PLF) 0 to 12'1" N/A 100.0 - - Waft-Gable <br /> Linked from:Master <br /> 5-Point(Ib) 0 N/A 230 - 144 Bath Window Rear, <br /> Support 2 <br /> Weyerhaeuser Notes Op <br /> Weyerhaeuser warrants that the sizing of Its products will be in accordance with WeyerhaeuserSUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser expressly disdains arty other warranties related to the software.Refer to curentpW designe tikes and published design values. <br /> Weyerhaeuser literature for Installation dda85. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser fadlitiea are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/at tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to htip://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Gonyea;plan dated 9/29/2016. <br /> Forte Software Operator Job Notes 10/20/2016 3:23:05 PM <br /> Jeffrey Doty.Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumber Company 780 Lakeview Parkway:Orono,MN 780 Lakeview Parkway:Orono, MN.4te <br /> 1952)470-4866 Everson Residence <br /> ler oty©Iymanlumber.com 10!2012016:x21554 Page 10 0132 <br />