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0 R T E'CE3 MEMBER REPORT PASSED' <br /> upper floor,20'door header <br /> 1 piece(s)3 1/8"x 19 1/2"24F-V4 DF Glulam <br /> Overall Length:21'2" <br /> 0— ., <br /> 20'3 <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual Q Location Allowed Result LDF load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 9142 @ 4" 11172(5.50") Passed(82%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam <br /> l <br /> Shear(Ibs) 6450 @ 2'1" 10766 _ Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building Use::IBC <br /> - Building Code:IBC 20113 <br /> Pos Moment(Ft-Ibs) 39861 @ 10'7" 39609 Passed(101%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.669 @ 10'7" 0.683 Passed(L/368) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Dell.(in) 0.988 @ 10'7" 1.025 Passed(L/249) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=20'6". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The spedfied glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Root Live Snow Total Accessories <br /> 1-Column-HF 5.50" 5.50" 4.50" 2951 5080 2540 3175 13746 Blocking <br /> 2-Column-HF 5.50" 5.50" 4.50" 2951 5080 2540 3175 13746 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) 7"o/c <br /> Bottom Edge(Lu) 21'2"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Root Live Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 21'2" N/A 14.8 -- -- <br /> 1-Uniform(PSF) 0 to 21'2"(Front) 12' 22.0 40.0 20.0 25.0 Default Load <br /> Member Notes <br /> Header for 20'garage door <br /> Suports roof and upper floor <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 faetry 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 Joel Niemi <br /> rForteWEB Software Operator Job Notes 5/11/2021 9:33:45 PM UTC <br /> Joel Niemi Garage replacement-Larry Blackmer contractor <br /> Joel Niemi Architect ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (425)joel©niemia422-4276 File Name: Blackmer-2522 Baker Garage <br /> Joel@jniemiarchited.com Weyerhaeuser g <br /> Pa .3�5 <br />