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Q1 FUK I tiNtli MEMBER REPORT PASSED <br /> Roof Deck,DB-3(Garage Door Header) <br /> 3 piece(s)1 3/4"x 14"1.55E TimberStrand®LSL <br /> Overall Length:11'6' <br /> a , 0 <br /> r r <br /> r r <br /> I <br /> I <br /> II 14 f 1 <br /> E El <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:Floor <br /> Member Reaction(Ibs) 4498 @ 1 1/2" 6379(3.00") Passed(71%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 3488 @ 1'5" 15190 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 15178 @ 7'3" 32760 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.210 @ 7'3" 0.475 Passed(L/813) _ -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.341 @ 7'3" 0.712 Passed(L/501) -- 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-Stud wall-HF 3.00" 3.00" 2.12" 1725 2610 1088 4498 Blocking <br /> 2-Stud wall-HF 3.00" 3.00" 2.12" 1725 2610 1088 4498 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 14'6"o/c <br /> Bottom Edge(Lu) 14'6"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 14'6" N/A 23.0 -- -- <br /> 1-Uniform(PSF) 0 to 14'6"(Top) 6' 15.0 60.0 25.0 Deck <br /> 2-Uniform(PLF) 0 to 14'6"(Top) N/A 60.0 - - Wall Above <br /> 3-Uniform(PLF) 0 to 14'6"(Back) N/A 65.0 - - Garage Door <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 1/25/2023 11:11:05 PM UTC <br /> Andreas Quinn <br /> Bykonen Carter Quinn ForteWEB v3.5,Engine:V8.2.3.63,Data:V8.1.3.6 <br /> (206)264-7784 avq@bcq-se.com Weyerhaeuser File Name: Greenleaf Garage r�J I Io, <br /> panp 7 /4 1 <br />