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%2FORTEWEB MEMBER REPORT PASSED <br /> MAIN,M13#4 <br /> i piece(s)2 x 8 HF No.2 <br /> Overall LenglM 3'6" <br /> fl 0 <br /> tr <br /> 3'3" L <br /> 4 <br /> a o <br /> Drawing is Conceptual.All locations are measured from the outside`ace of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Re✓eaYft ACittat Lepltlpn uralawed 1 <br /> ibsntt LDi j Loam combination(Pattern)[Gmwj Member Length:3'6" <br /> _Member Reaction fibs) 726 @ 0_ 911(1.50") €Passed(80%) -- TO D+1,0 L(All Spans)[1] System:Wan <br /> Member Type:Header <br /> I Shear(r _Ibs) 500 @ 8 314" 1088 i Passed(46%) 1.30 j 1.0 D+1.0 L(All Spans)[1J _ aunding use:Res dental <br /> i Moment(Ft-Its) i 784 @ 1'8 1/4" _1067 1 Passed(73%) 1.00 1.0 0+1.0 L(All Sparl[1 Building Code:IBC 2018 <br /> !Live Load Dell.(in) ] 0.022 @ i'9" 0.117 `Passed(LJ999+) -- !1.0 0+1.0 L(Ail Spans)[11 Design Methodology:Aso <br /> I Total Load Dell.(in) 0,025 @ 1'8 15/16" 0.175�I Passed(1.1%9+) - ----1 1.0 D+1.0 L(All Spans)(1] <br /> •Deflection criteria:LL(V360)and TL(L/240). — <br /> •A 4.4%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based an NDS. <br /> Ong Length Loads to Supports mis) <br /> Supports Tab) Available Required Pend j Floor lire i Roof Live i Snow Factored Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 121 60$/-12 -51 -64 1 726 None ti <br /> 2-Trimmer-HF 1,50" 1.50" 1.50" 87 593/12 ^92 115 680/-28 None <br /> Lateral Bracing erac(Ltginbw-11s cotatttanta <br /> Top Edge(Lu) End Bearing Points <br /> Bottom—Edge(") End Bearing Po nts <br /> Dead lbWLhre i Roof Lire Snow <br /> Vertical Loads Location Tributary I to.9tt) i (1.25) (Lis) commeeAs <br /> 0-Self Weight(PLC 0 to 3'6" N/A 2,8 -• -• - <br /> 1-Uniform(PLF) I 0 to r 8 1 N A Linked from: <br /> l M" 1 SB.S 1 248M31.3.8 Support <br /> JST25, <br /> 12-Point(lb) P 8 V4" N/A 60 329/-10 I -55 64 Linked from: <br /> 3STA4,Support i <br /> 3-Uniform(PLF) 1'8 1/4"to 3'W N/A 22.0 248.0/-4.0 ..19.0 -61.0 Linked from: ] <br /> { _ _ -� 3STu2,Support 1 <br /> i 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 auihorlty 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 manufacturer)at <br /> Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by]CC-ES under evaluation reports FSR-1153 and ESR-1387 j <br /> and/or tested in accordance with applicable AS YI standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.tveyerhaeuser.r!om/woDdproducts/document-library. <br /> The prodi application,input design loads,dimensions and support information have been provided by Fortei Software Operator <br /> Fortew6e Software Operator ;yob Nobel 3/21/2024 11;17:04 PM 11TC <br /> Chris Lalonde <br /> :Structural Design Associates.(425)339-0293 ForteWE6 v3.7,Engine:V8.4.0.40, Data:V8.1.5.0 <br /> I <br /> clatondesresdaeverett.com File Name: 10012 <br /> Page 13/13 <br />