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FORTE E r-lENISE z aEPORT PASSED <br /> Residence Roof,RB-03 <br /> 2 piece(s)2 x 6 HF No.2 <br /> C;^rerali Grng,h;: _ <br /> 0 0 <br /> I. <br /> a 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 @ Location ::::Allowed Result LDF:; Load_Combination(pattern) System:Wall <br /> Member Reaction(Ibs) 930 @ 0 1823(1.50") Passed(51%) -- 1.0 D+1.0 L(Ali Spans) Member Type Header <br /> Shear(Ibs) 723 Cod <br /> Building Cod @ 7" 1650 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building :Residential <br /> e:IBC 2018 <br /> Moment(Ft-Ibs) 1220 @ 2'71/2" 1393 Passed(88%) 1.00 1.0 D t 1.0 L(AN Spans) Design Methodology:PSD <br /> Uve Load Defl.(in) 0.063 @ 2'7 1/2" 0.175 Passed(L/996) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.112 @ 2'7 1/2" 0.262 1 Passed(L/563) - 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(U240), <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> IBearin Leri.. . g . ... .... Loads to Supports(Ibs) <br /> Supports: '. Total ': Available] Required. ' Dead Floor Live '.::Total Accessories <br /> I-Trimmer-SPF 1.50" 1.50• 1.50" 405 525 930 None <br /> 2-Trimmer-SPF 1.50" 1.50• 1.50" 405 525 930 None <br /> lateral Br`adng' :': Braang Intervals Csimmeirbe` <br /> Top Edge(Lu) S'3"o% <br /> Bottom Edge(Lu) 5'3"o1c <br /> -Maximum allowable bracing intervals based on applied toad. <br /> Dead <br /> ... ... -.Floor LWe,. . .. . <br /> Vertical Ldads.. : : : .`Loea@on Tributary Wrath (0,90) (1.00) <br /> 0-Self Weight(PLF) 0 to 5'3" N/A 4.2 — <br /> 1-Uniform(PSF) 0 to 5'3• 10, 15.0 20.0 Defauk Load <br /> We erhaeuser Notes :.. <br /> Weyerhaeuser warrants that the suing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdains 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.weyethawser.com/wooc[products/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 11/9/2023 3:40:25 PM UTC <br /> Tyler Wandschneider <br /> BTL Engineering ForteWEB v3.6,Engine:V8.3.1.5, <br /> (425)814.8448 R 2.5 <br /> tyler.wandschneider@bdeng.ne[ +1,t;ty;,,;y.u, . File Name: Linton Ret <br /> Page 1/1 <br />