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1 F TE MEMBER REPORT PASSED <br /> Deck,Drop Beam-Edge Beam Line <br /> 1 piece(s)3 1/2"x 10 1/2"24F-V4 DF Glulam <br /> Overall Length:11'81/2" <br /> 0 0 <br /> o a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Des gO Results tcwal @ Lo®tion ." Allowed Resnk" LDF.. L"&C.mrbir►a6m"(PaEtetn) - System:Floor <br /> Member Reaction(Ibs) 2435 @ 11'5 314" 9669(4.25) Passed(25%) — 1.0 D+1.0 L(Ali Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1908 @ 1'7" 6493 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-Ibs) 6365 @ 6'3/8" 12863 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:AS❑ <br /> Live Load Defi.(in) 0.188 @ 6 3/8" 0.272 Passed(L/696) 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0,224 @ 6'3/8" 0.545 Passed(L/-%4) 1.0 D+1.0 L(AU Spans) <br /> •Deflection criteria:LL(1-1480)and TL(L/240)- <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volumelsize factor of 1.00 that was calculated using length L=10'10 3/4". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflation. <br /> -The specified 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 /> SewAngLend* leadsfaeStr'1 ) <br /> Supports Tonal Avaable Ktquired. Dead, FborLive <br /> 1-Column Cap-steel 8.50" 8.s(r 150" 416 2171 2587 Bloddng <br /> 2-Cotu mn Cap-steel 4.25" 4.25• 1.50" 391 2044 2435 Blacking <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 /> LateraiBraclDJ sr9 � <br /> Top Edge(Lu) 11'9-o/c <br /> Bottom Edge(Lu) I I,9"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead' f b"UWe <br /> VerU cal Loads <br /> 0-Self Weight(PLF) 0 to I1'81/27 N/A 8.9 — <br /> 1-Uniform(PSF) 0 to 11'8 1/2"(fop) 6' 10.0 60.0 Deck <br /> We rbaeuser Nodes <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 pmfessionat 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 report,Weyerhaeuser product literature and installation details refer to <br /> www.vveyerhaeuser.com/woodproducts/documentAibrary- <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEa Software Operator <br /> ForteWEB Software Operator Sob Notes 7/13/2023 10.23.44 PM UTC <br /> Allen Rishel <br /> NKH Engineering ForteWEB 0.6,Engine:V8.3.0.43,Data:V8.1.�41.1 <br /> (206)641-1733 SG <br /> alien@rtkhengineeiing.com Weyerhaeuser File Name:23-083 <br />