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• <br /> FORTE CM MEMBER REPORT • PASSED <br /> Level,Interior:Header <br /> 2 piece(s)2 x 6 Douglas Fir-Larch No.2 <br /> Overall Length:4'1" <br /> 0 0 <br /> 3 10 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results ����; � lowed Rest'„ ,A,c,- LDF Load:Combination(Pattern} • System:Wall <br /> Member Reaction(Ibs) 580 @ 0 2813(1.50") Passed(21%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 414 @ 7" 2277 Passed(180/o) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 592 @ 2'1/2" 1696 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load DeFl.(in) 0.016 @ 2'1/2" 0.136 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load DeFl.(in) 0.027 @ 2'1/2" 0.204 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 4'1"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'1"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Upp Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-DF 1.50" 1.50" 1.50" 223 357 580 None <br /> 2-Trimmer-DF 1.50" 1.50" 1.50" 223 357 580 None <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 4'1" N/A 4.2 -- <br /> 1-Uniform(PSF) 0 to 4'1" 7' 15.0 25.0 Default Load <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ��0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> ForteWEB Software Operator lob Notes 10/15/2019 7:37:43 AM UTC <br /> Allen Rishel <br /> NKH Engineering ForteWEB v2.1,Engine:V7.3.2.309,Data: <br /> V72.0.2 <br /> 641-1733 <br /> allen@nkhengineering.com File Name: 19-103 Everett Gt$ 9e—Woo F/ <br /> Ji3 <br />