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F 0 R T E • Main Level,Dinette Window Side PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'9" <br /> + 1111111111111111 + <br /> 0 0 <br /> 3 6' <br /> 0 9 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal-;Drawing is Conceptual <br /> Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 1274 @ 0 1913(1.50") Passed(67%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 665 @ 10 3/4" 2872 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1194 CO 1'10 1/2" 3946 Passed(30%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.006 @ 1'10 1/2" 0.125 Passed(1/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defi.(in) 0.011 @ 1'10 1/2" 0.188 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(1./360)and TL(1/240). <br /> •Bradng(Lu):All compression edges(top and bottom)must be braced at 3'9"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(Ibs) <br /> Supports Total Available Required Deade FiciSnow Total Accessories <br /> Liv1-Trimmer-SPF 1.50" 1.50" 1.50" 585 75 689 1349 None <br /> - <br /> 2-711m/tier-SPF 1.50" 1.50" 1.50" 585 75 689 1.349 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 3'9' N/A 7.0 <br /> 1-Uniform(PLF) 0 to 3'9' N/A 80.0 - - Wall-Upper Level <br /> 2-Uniform(PSF) 0 to 3'9' 10'6" 20.0 - 35.0 Snow-Main <br /> 3-Uniform(PSF) 0 to 3'9' 1' 15.0 40.0 - Floor-Main Level <br /> Weyerhaeuser Notes Y <br /> /� <br /> 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. Y <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation detals. <br /> (www.wuodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to <br /> drcumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,bulkier or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser fadlitles 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.conyservkes/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-GHO660 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 /> (952)470-4366 Everson Residence <br /> 1leff_doty@lyrr.anlumber corn 10/2012016#21554 Page 11 of 32 <br />