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' ( r V rt 1 r. LJ J MEMBER REPORT PASSED <br /> ROOF, UB5 <br /> 1 piece(s)4 x 8 Douglas Fir-Larch No.2 <br /> Overall Length;6'9" <br /> I .r + <br /> i -. 4! 3M -.. ��•4'_rf 1 E 4. L 4-.! 5 i-, -. <br /> Y1f�]� p Nth ��.Wq�<"r Mri <br /> 3 a`t;t ,.¢n'�3'> . yJYe YL1. - t'...1- q <br /> 6' <br /> 4 <br /> 1' 5 <br /> ii <br /> Li 2 <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) 1991©0 3281(1.50") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1697 @ 8 3/4" 3502 Passed(48%) 1.15 1.0 D+1.0 S(All Spans) , Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3279 @ 2'8 5,'8" 3438 Passed(950/0) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.088 @ 3'3 3/8" 0.225 Passed(L/924) -- 1.0 D+ 1.0 S(All Spans) <br /> Total Load Defl.(in) 0.150()3'3 3/8" 0.313 Passed(L/541) -- 1.0 D+1.0 S(All Spans) <br /> . Deflection criteria:LL(L/360)and Ti.(L/5/16"). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 6'9"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'9"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Total Accessories <br /> 1-Trimmer-5PF 1.50" 1.50" 1.50" 826 2S0 1165 2281 None <br /> 2-Towner-Soh 1.50' 1.50" 1.50" 672 122 954 1748 None <br /> Dead Roof Uve Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLFi 0 to o'9" N/A 6.4 -- -- <br /> 1-Uniform(P5F) 0 to 6'9" 9'6" 16.8 - 25.0 ROOF <br /> 2-Point(IS) 2' N/A 379 412 516 Linked from:U84; <br /> Support 1 <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 literature and installation details refer to <br /> www.weyerhaeusercom/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> ForteWEB Software Operator Sob Notes 12/3/2019 11:08:21 PM UTC <br /> Jasper <br /> Structural Design Associates ForteWEB v2.1,Engine:V7.3.2.309,Data: V7.2,0.2 <br /> (425)339-0293 File Name:8855 <br /> jasper@sdaeverett.com <br />