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F R !T <br /> MEMBER REPORT PASSED <br /> ROOF,Wall: 8'Header <br /> 1 plece(s)4 x 10 DF No.1 <br /> Overall Length:8'Y <br /> a 0 <br /> i; <br /> } <br /> 8' <br /> o a <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(lbs) 2636 @ 0 3281(1.50") Passed(80%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Its) 2624 @ 10 3/4" 4468 Passed(59%) 1.15 1.0 D+1.0 S(Ail Spans) Building Use:Residential <br /> Building Code:IBC 2o1S <br /> Moment(Ft-lbs) 5567 @ 6' 5740 Passed(97%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(In) 0.118 @ IV1 9/16, 0.275 Passed(U836) — 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(In) 0.185 @ 4'1 9/16" 0.412 Passed(L/534) — 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(U360)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 /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Repaired Dead Roof live smow Total Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 953 1346 1684 3983 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 899 1266 1584 3749 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 8'3"o/c <br /> Bottom Edge(Lu) 813,o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Roof Llve Snow <br /> Vertical Loads Location Tributary Width (0.90) (non-snow.1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 8'3" NIA 8.2 — — <br /> 1-Pant(lb) T N/A 892 1306 1634 Purlin <br /> 2-Pant(lb) 6' N/A 892 1306 1634 Purlin <br /> Member Notes <br /> 8'2-SPAN HEADER <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the siting 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 certfsed to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES under evaluation reports ESR-1153 and ESP-2387 <br /> and/or tested In accordance with applicable ASTM standards.For current code evaluation report Weyerhaeuser product literature and Installation details refer to <br /> www.weyerhaeuw.com/woodprodLxts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ESG <br /> ForbAM Software operator lob Notes 3/17/2022 2:04:39 AM UTC <br /> Eli Grdssley BARBER[RESIDENCE <br /> Engineered Structures Global Design,PLLC FOtteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (206)890-5949 <br /> engineer@esg-dwIgn.com Weyerhaeuser File Name: Barbeti <br /> Pagel/1 <br />