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r ,atii r vim i E.V y C C3 MEMBER REPORT PASSED <br /> Upper Level,13M#19 <br /> r'r <br /> 2 piece(s)2 x 6 HF No.2 <br /> DveralI I.eoath: 3" <br /> ', C7 <br /> i <br /> �1 3' 1/I.i-i 1J <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) 1088 @ 0 1823(1.50") Passed(60%) .- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 664 @ 7" 1650 Passed(40%) 1.00 1.0 D+1.0 L(Ali Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 841 @ 1'7 1/2" 1393 Passed(60%) 1.00 1.0 D+ 1,0 L(Ali Spans) Design Methodology:ASD <br /> Live Load Defi.(In) 0.016 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.031©1'7 1/2" 0.162 Passed(i./999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(4240). <br /> •Allowed moment Goes not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NOS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Roof Live Snow Factored Aa.essories <br /> 1-Trimmer-SPE- I.50" 1.50" 1,50" 516 520 195 244 1088 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 516 520 195 244 1088 None <br /> Lateral Bracing Bradng Intervals Comments <br /> Top Edge(Lu) 3..3,E a/c <br /> Bottom Edge(Lu) 3'3"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) (1.15) comments <br /> 0-Self Weight(PI F) 0 to 3'3' N/A 4.2 -- <br /> 1-Uniform(PSF) 0 to 3'3" B' 12.0 40.0 - - FLR <br /> 2-Uniform(PSF) 0 to 3'3" 6' 19.5 - 20.0 25.0 RF <br /> 3-Uniform(PSF) 0 to 3'3" 10' 10.0 - . . WALL <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.corn/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> CAS i <br /> ForteWEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structure Design Associates ForteWEB v3.4,Engine: V8.2.2.122,Data: V8.1.3.0 <br /> 339.0293 clalo File Name:9676 <br /> clafonrJe(rDsdaeveret[.curn Weyerhaeuser <br /> 3 n...-.,•tn r e <br />