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---------------- <br /> FORT <br /> MEMBER REPORT PASSE© <br /> Residence Upper Floor,MB-01 <br /> 1 piece(s)4 x 8 DF No.2 <br /> Overall Length:3' <br /> G <br /> 0 <br /> 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 0 Location Allowed Result :LDF ' Load:Combniation(pattern) ' System;Wall <br /> Member Reaction(lbs) 1043 5, 0 3281(1.50") Passed(32%) — 1.0 D+1.0 L(All Spans) Member Type:Header <br /> Shear(ibs) 638 9 8 3/4" 3045 Passed(21%) 1.00 1.0 D+1.0 L(AII Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 978 @ 1'10 1/2' 2989 Passed(33oh) 1.00 1.0Building Code:IBC 20180 D+1.0 L(All Spans) Design Methodology:a5D <br /> Live Load Defl.(in) 0.010 @ 1.10 1/2" 0.125 Passed(L/999+) - 1.0 0+1.0 L(All Spans <br /> Total Load Defl.(in) 0.014 Ca)1'10 112" 0.188 Passed(L/999+) — 1.0 D+1.0 L(AII Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> :... <br /> WEea;rinqLen 9th Londstostipporis(Ibs)pp equired Dead FfoorLiva Factored Accessorre3 <br /> SII Orly :. able R1-Trimmer-SPF 0" 1.50" 293 750 1043 None <br /> 2-Trimmer-SPF 0" 1.50" 293 750 1043 None <br /> Lateral Bracin g m'. . CingIntiervals <br /> cofnmerrts'... :.. <br /> Top Edge(Lu) 3'9•% <br /> Bottom Edge(Lu) 3'9"O/c <br /> Maximum allowable bra6ng intervals based on applied bad. <br /> Dead Floor Live . <br /> Vertical Loads Location tributary Width (1.00) Comments` <br /> 0-Self Weight(PLF) 0 to 3'9" N/A 6.4 — <br /> 1-Uniform(PSF) 0 to 3'9" 10' 15.0 40.0 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 disclairra 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/woodprod ucts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes 11/14/2023 7:08:46 PM UTC <br /> Ryan Hartman <br /> BTL Engineering ForteWEB 0.6,Engine:V8.3.1.5,Data:V8.1.4.1 <br /> (425)914-8448 <br /> ryan.hartman@btleng.net File Name: Linton Rerr—iol-Fvorctt <br /> MF2.1 <br />