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F O R T E " Main Level,Foyer Entry Door PASSED <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:5'6" <br /> + 11111111111111111L + <br /> o 0 <br /> 4' 5' 4' <br /> O 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 le Location AYowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction(lbs) 3760©1 1/2" 5738(3.00") Passed(66%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Shear(lbs) 2404 @1 4'5 3/4" 4308 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 4677 0 2'8 13/16" 5919 Passed(79%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.031 @ 2'8 3/4" 0.175 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Total Load Deft(in) 0.056 C 2'8 3/4" 0.262 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Bradng(Lu):An compression edges(top and bottom)must be braced at 5'6"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(Drs) <br /> Supports Total Available Required Dead Floor <br /> Snow Total Accessories <br /> Live <br /> 1-Trimmer-SPF 3.00" 3.00" 1.97" 1678 803 1973 4454 None <br /> 2-Trimmer-SPF 3.00' 3.00" 1.86" 1582 547 1973 4102 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) Oto56" N/A 10.6 <br /> 1-Uniform(PSF) 0 to 4'6" 7'6" 15.0 40.0 - Floor-Upper Level <br /> 2-Uniform(PLF) 0 to 5'6" N/A 80.0 - - Wall-Upper Level <br /> 3-Uniform(PSF) Oto 5'6" 19'6" 20.0 - 35.0 Snow-Matt <br /> 4-Uniform(PSF) 0 to 5'6" 1' 20.0 - 35.0 Snow-Porch <br /> Weyerhaeuser Notes <br /> SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the string of its products will be In accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disdains any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Bbddng 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(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-31-10660Forte 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)470-4866 Everson Residence <br /> ierf_doty'La�,lymartumber.con 10/20'2016:#21554 Page 16 0l 32 <br />