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DilirvrtICVvCa <br /> 1V6lciviiit164:lctwvk.i <br /> Level, EAST HDR <br /> 2 piece(s)2 x 8 HF No.2 <br /> _ <br /> ppgg . . __ i'_i. is I. <br /> 0 d ______ <br /> 11 6' <br /> a o <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) 1486 @ 0 1823(1.50") Passed(82%) -- 1.0 D+1.0 S(All Spans) Member type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1139 @ 8 3/4" 2501 Passed(46%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2322 @ 3'1 1/2" 2569 Passed(90%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.076 @ 3'1 1/2" 0.208 Passed(L/984) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.132 @ 3'1 1/2" 0.313 Passed(L/569) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Roof Live Snow Factored Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 627 250 688 859 1486 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 627 250 688 859 1486 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 6'3"o/c <br /> Bottom Edge(Lu) 6'3"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(PLF) 0 to 6'3" N/A 5.5 -- -- -- <br /> 1-Uniform(PSF) 0 to 6'3" 2' 15.0 40.0 - Default Load <br /> 2-Uniform(PSF) 0 to 6'3" 11' 15.0 - 20.0 25.0 <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 /> ForteWEB Software Operator Job Notes 8/24/2022 10:43:16 PM UTC <br /> Caitlin Wilhelm,PE <br /> Caitlin Rose Engineering,LLC ForteWEB v3.4, Engine:V8.2.2.122, Data:V8.1.2.2 <br /> (360)982-1115 <br /> caitlin@caitlinroseengineering.com Weyerhaeuser File Name: 22-29-Kaas Addition <br /> rl..-... A /A <br />