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ai}r U tl I t W t LS MEMBER REPORT PASSED <br /> Roof Deck, H1 <br /> 1 piece(s)3 1/2"x 9 1/2"1.55E TimberStrand®LSL <br /> Overall Lengh:-'I' <br /> n 1 n <br /> .11 4' 1 <br /> 0 E <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) 7129 @ 3'10 1/2" 8138(3.00") Passed(88%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 6156 @ 2'11 1/2" 6872 Passed(90%) 1.00 1.0 D+1.0 L(All Spans) Building Cade:IBC 2015 <br /> Moment(Ft-Ibs) 5807 @ 3' 10422 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deft(in) 0.035 @ 3' 0.125 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.051 @ 3' 0.188 Passed(L/880) -- 1.0 D+0.75 L+0.75 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 /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Trimmer-DF 3.00" 3.00" 1.50" 708 1414 637 2247 None <br /> 2-Trimmer-DF 3.00" 3.00" 2.63" 2210 4463 2095 7129 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 4'o/c <br /> Bottom Edge(Lu) 4'o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 4' N/A 10.4 -- -- <br /> 1-Uniform(PSF) 0 to 4' 1' 15.0 40.0 - House Floor <br /> 2-Point(lb) 3' N/A 2817 5717 2732 Reaction from DB-2 <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 J,q <br /> I ForteWEB Software Operator Job Notes 1/25/2023 11:11:05 PM UTC <br /> Andreas Quinn <br /> eykonen Carter Quinn A ForteWEB v3.5, Engine:V8.2.3.63,Data:V8.1.3.6 <br /> (206)264-7784 <br /> avq@bcq-se.com Weyerhaeuser File Name:Greenleaf Garage <br /> 1 Pnne 4 /Q <br />