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4FORTE'EM <br /> y, MEMBER REPORT PASSED <br /> ROOF,Wall:6 Header <br /> 1 piece(s)4 x 10 DF Nat <br /> Overall Length:6 3" <br /> 0 <br /> Ell o <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 Avowed Result LDF Load:combination(Pattern) System:wall <br /> Member Reaction(lbs) 1339 @ 0 3281(1.50") Passed(41%) — 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 1332 @ 10 3/4" 4468 Building Use:Residential <br /> Passed(30%) 1.15 1.0 D+1.0 S(Ali Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 3981 @ 3' 5740 Passed(69%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Den.(In) 0.037 @ 3'1 3/16" 0.208 Passed(L/999+) — 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(In) 0.057 @ 3'1 3/16" 0.313 Passed(L/999+) - 1.0 D+1.0 S(Ail 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 am based on ND5. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Total Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1.50. 489 679 850 2018 None <br /> 2-Trimmer-HF 1.50" 1.5W 1.50" 454 627 784 1865 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 6'3"o/c <br /> Bottom Edge(Lu) 6 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-snow1.25) (1.15) comments <br /> 0-Self Weight(PLF) 0 to 6'3" N/A 8.2 — <br /> i-Point Qb) T N/A 892 1306 1634 Purlin <br /> Member Notes <br /> 8'Z-SPAN HEADER <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 flterature and Installation details refer to <br /> www.weyerhaeuw.oDm/woodproducts/document-ilbrary. <br /> The product application,Input design loads,dimensions and support information have been provided by ESG <br /> ForbeWES Software Operator Job Hones 3/17/2022 2:05:24 AM UTC <br /> Hi Grassley BARBERI RESIDENCE <br /> Engineered Structures Global Design,PLLC ForteWEB 0.2,Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (206)890.5949 <br /> engineer@esg-design.com Weyerhaeuser File Name: Barbed <br /> Page 1/1 <br />