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F O R T E " Main Level, Great Room Window PASSED <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:13'7" <br /> a 0 <br /> .4.• 4' ,t•£� 4 x 4' <br /> CI 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).AB dimensions are horizontal.;Drawing Is Conceptual <br /> Design Results Actual 0 Location Allowed Result WE Load:Combination(Patter.) System:Wall <br /> Member Reaction(lbs) 2821 @ 13'7" 2869(1.50") Passed(98%) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Member Type:Header <br /> Shear(lbs) 3688 @ 5'6 3/4" 4308 Passed(86%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential <br /> Moment(Ft-lbs) 4828 @ 11'6" 5919 Passed(82%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 <br /> Live Load Defl.(In) 0.018 0 11'6 1/16" 0.149 Passed(1/999+) -- 1.0 D+0.75 L+0.75 S(AR Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.029 0 11'6 9/16" 0.223 Passed(1/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(1/240). <br /> •Bracing(Lu):Al compression edges(top and rattan)must be braced at 12'8 5/8°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(ms) <br /> Supports Total Available Required Dead Floor <br /> L Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 1094 805/-99 1353 3252/-99 None <br /> 2-Trimmer-SPF - 8.00" 8.00" 4.12" 3276 2181 3964 9421 None <br /> v <br /> 3-Trimmer-SPF 8.00" 8.00" 3.91" 3179 2181 3559 8919 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 1165 805/-99 1403 3373/-99 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (L15) Comments <br /> 0-Self Weight(PLF) Oto 13'7" N/A 10.6 <br /> 1-Uniform(PSF) 0 to 13'7" 10' 15.0 40.0 - Floor-Upper Level <br /> 2-Uniform(PLF) 0 to 13'7" N/A 80.0 - - Wall-Upper Level <br /> 3-Uniform(PSF) 0 to 3' 1.9'6" 20.0 - 35.0 Snow-Main <br /> Linked from:Master <br /> 4-Point(Ib) 3' N/A 402 - 855 Bedroom Window, <br /> Support 1 <br /> Linked from:Master <br /> 5-Point(Ib) 6'3" N/A 1955 - 3393 Bedroom Window, <br /> Support 2 <br /> Linked from:Master <br /> 6-Point(Ib) 11'6" N/A 1919 - 3334 Bedroom Window, <br /> Support 3 <br /> Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. <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 facilities 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/or tested In <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.corn/servk:es/s_CodeRcpats.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 Lumbar Company 780 Lakeview Parkway;Orono,MN 780 Lakeview Parkway;Orono, MN.4te <br /> (952)470-4866 Evenson Residence <br /> jeff_doty@lymanIumber.com 10(20/2016;#21554 Page 12 of 32 <br />