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MEMBER REPORT PASSED <br /> Level,Garage: Headerl <br /> 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 <br /> Overall Length:7'11" <br /> 0 0 <br /> 7'8'' <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual its Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 1728 @ 0 3281(1.50") Passed(53%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1409 @ 8 3/4" 3502 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3419 @ 3'11 1/2" 3438 Passed(99%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.134 @ 3'11 1/2" 0.264 Passed(L/711) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.217 @ 3'11 1/2" 0.313 Passed(L/438) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(1/5/16"). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 4'8"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'11"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-DF 1.50" 1.50" 1.50" 664 1064 1728 None <br /> 2-Trimmer-OF 1.50" 1.50" 1.50" 664 1064 1728 None <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 7'11" N/A 6.4 <br /> 1-Uniform(PSF) 0 to 7'11" 10'9" 15.0 25.0 Default Load <br /> Weaterha user Notes I <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 /> 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:V7.2.0.2 <br /> (206)641-1733 <br /> allen@nkhengineering.com File Name: 19-103 Everett e <br /> Rage h <br /> 11) 1i3 <br />