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• ' FORTE - 0 <br /> •MEMBER REPORT PASSED <br /> Level, Garage: Header2 <br /> 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 <br /> Overall Length;9'1" <br /> + <br /> 0 0 <br /> r <br /> 8 10 <br /> El 11 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Mesign Results ejl�ri3O Nn t(1�l R LOF Load:Combination(Pattern) % System:Wan <br /> Member T Header <br /> Member Reaction(Ibs) 1301 @ 0 3281(1.50") Passed(40%) -- 1.0 D+1.0 S(All Spans) yam' <br /> Building Use:Residential <br /> Shear(Ibs) 1092 @ 8 3/4" 3502 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 2954 @ 4'6 1/2" 3438 Passed(86%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Dell.(in) 0.151 @ 4'6 1/2" 0.303 Passed(L/723) — 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.247 @ 4'6 1/2" 0.313 Passed(L/442) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:11(1/360)and TL(L/5/16"). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 9'1"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'1"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(We) i <br /> Stt)#iIprtS t T.4 I Available Required Dead Snow Total Accessories 4j <br /> 1-Trimmer-DF 1.50" 1.50" 1.50" 506 795 1301 None <br /> 2-Trimmer-DF 1.50" 1.50" 1.50" 506 795 1301 None <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) comments <br /> 0-Self Weight(PLF) 0 to 9'1" N/A 6.4 -- <br /> • <br /> 1-Uniform(PSF) 0 to 9'1" 7' 15.0 25.0 Default Load <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.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 1 1 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> ForteWEB Software Operator lob Notes 10/15/2019 7:37:43 AM UTC <br /> Allen Rishel NKH Engineering ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 <br /> 3 3 <br /> allen@nkhengin eering.com File Name: 19-103 Everett G5fitie <br /> r7113 RIgc5/6 <br />