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a F®RTE E B MEMBER REPORT PASSED <br /> ROOF,RB#1 <br /> 2 p-rece(s)2 x 8 HF No.2 <br /> Overall Length:5'3" <br /> 0 <br /> L - 5' i. <br /> G <br /> Drawing is Conceptual.A4 locations are measured From the outside Face of left support(or left cantilever end).All dimensions are horizontal. <br /> Deli n Resins A[Ofall 0 Location I Al Wed RaauR LDF toad:Combination(Pattern) Member Length:5'3" <br /> Member Reaction(lbs) 1568 @ 0 ? 1823(1.50") i Passed(86%) - 1.0 D+i.0 S(Ail Spans) System:wall <br /> Shear(lbs) E� 1132 @ 8 31,V' 2501 G Passed(45%) 1.15 11.0 D+1.0 S(All Spans)_ Member Type:Header <br /> Moment(Ft-lbs) 2058 @ Z'7 1/2" 2447 f Passed(84%) 1.15 '1.0 D+1.0 5(Ali Spans) Building Use:Residential <br /> __- Building Code:IBC 2019 <br /> Live toad DeFl�(in) 0.050 @ 2'7 1/2" 0.175 i Passed(1/999+) 4 _.. 1.0 D+1.0 S(Ali Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.082 @ 2'71/2" 0.262 j Passed(L/764) i -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(1-/360)and TL(L/240). <br /> •A 4.8%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on Nos. <br /> Bearing Lervpth Lands to Support(Ibs) <br /> 'Su <br /> Worts Tatal i Availaela Raqulred Dead Roo!Live' Snow Factioaed Aooellawles <br /> 1-Trimmer-HF i t.so^ 1.50" 1.50" j 616 761 952 1568 None <br /> 2-Trimmer-HF t.�,o" ! 1.50" 1.50' f 616 761 952 1568 None <br /> [Latera]Bin cing BradingIntamals <br /> Top edge(Lu) i End Bearing Points <br /> Bottom Edge(Lu) S` End Bearing Points <br /> Dnnd IFasfiWe Semw <br /> Vertld Loads it oti t Idbubiry :: .::P-M:` MM t s5):' <br /> 0•Self Weight(PLF) 0 to 5'3" N/A is -- 1 <br /> 1-Uniform(PSF) 0 to S 3" 14'6" 15.6 20.0 25.0 Roof <br /> w user Notes <br /> i Weyerhaeuser warrants that the sizing of its products win 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 coWwooi products/document-library. I <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWBB software operator Joe litotes - .___•-��•� 3/21/202411:17:04 PM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.7,Eflgine:V8.4.0.40,Data:V8.1.5.0 <br /> (425)339.0293 <br /> clalon"sdaeverettcom %kycrh3m;,,r File Name:10012 <br /> Page 3/13 <br />