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• "dI f't,Art ( � MEMBER REPORT PASSED <br /> Upper Level,BMtt8 <br /> 1 piece(s)6 x 12 HF No.2 <br /> Overall Length:4'3" <br /> 4' <br /> l: <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(IbS) 3142 @ 0 3341(1.50") Passed(94%) 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(lbs) 3125 @ 1'1" 6789 Passed(46%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 6641 @ 2'1 1/2" 7842 Passed(85%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.012 @ 2'1 1/2" 0.142 Passed(L/999+) •- 1.0 D+ 1.0 S(All Spans) <br /> Total Load Defl.(in) 0.023 @ 2'1 1/2" 0.213 Passed(L/999+) 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:IL(1./360)and IL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof Live Snow Factored Accessories <br /> 1•Trimmer-SPF 1.53" 1.50" 1.50" 1441 1361 1701 3142 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 1441 1361 1701 3142 None <br /> Lateral Bracing eraangIntervals comments <br /> Top Edge(Lu) 4'3"n/c <br /> Bottom Edge(Lb) 4'3'o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (non-snow:1.25) (1.15) comments <br /> 0-Self Weight(PLF) 0 to 4'3" N/A .1.6.0 — <br /> 1-Point(lb) 2'1 1/2" N/A 2814 2722 3402 BM#3 <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 Boarc,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 stardards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeriseccom/woodprxtucts/document-library. <br /> The product application,Input design loads,dimensions and support information have been provided by ForteWE6 Software Operator <br /> ir(1.2ID <br /> ForteweB Software Operator Job Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.4,Engine: V8.2.2.122, Data:V8.1,3.0 <br /> 339-0293 clalo File Name: 9676 <br /> dalonde�olsdaevere[t.com Weyerhaeuser <br />