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IFO TEWEB MEMBER REPORT PASSED <br /> MAFN,JST#3 <br /> 3 piecii 1 3/4"x 7 1/4"2.OE Microllam LLVL <br /> Overall Length 14'4" <br /> a a <br /> Drawing is Conceptual.AU locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design RlSYICS Actual®Location Affowed Rmult LOF Load:Comblairtios(Panora) Member Length:14'4• <br /> Member Reaction(Ibs) j 2207 @ 12'2 L/4" 7442(3.501) j Passed(30%) 1.0 D+0.75 L+0.75 S(All Spans) System:Floor <br /> Shear(Ibs) 16B6 @ 12'li 1/4" 8317 Passed(20%) 1.15 1.0 A+1.0 S(Al[Spans) Member Type:Drop Beam <br /> Buiklino Use:Residential <br /> Moment(Ft-Ibs) •3393 @ 12'2 1/4" 10949 Passed(31%) 1.15 1.0 D+1.0 S(Alf Spans) Building Code:I8C 20I8 <br /> Live Load Defl.(in) 0.106 @ 14'4" 0.200 Passed(2L/484) 1.0 D 1+0 S(All Spans} Design rtethodoiogy:Aso <br /> Total Load DeFl.(in) 0.166 @ 14'4" 0.215 Passed(211310) �T 1.0_D+1.0 S(All Spans) <br /> •Deflection criteria:ILL(11360)and TL(iJ240). <br /> Overhang deflection criteria:LL(0.2")and TL(2l/240). <br /> •A 10.8%decrease in the moment capacity has been added to account for lateral stability. <br /> Bearing Lengm Loads to 5nppoeis(Iba) <br /> Buppewts Total Available Rrequired I Dead Floor Live Roof Live Spew FacUored AEsories <br /> I-Stud wall-HF 3-50" 3.50'• 50" 45 E 329/40 -128 160 375/-115 Blxkrg <br /> 2-Stud wall-H F 3.50" 3.50" 1.50• 1039 445 889 1112 2207 1 Blocking <br /> -aioc'am3 Panels are assumed to carry no toads applied directly above them and the full lead is anfalcd to she member being designed. <br /> [Lateral gracing 'Cgwnrwtts <br /> 'Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) End Bearing Points <br /> Deed flmr,Live hoar LJre Snow <br /> VwUcal Loads Location(Sede) TAM aLgm : '(3." (L25) (1-15) <br /> 0-Self Weight(PLF) 0 to 14'4" N/A 11.1 ! { <br /> 1-Uniform(PSF) 0 to 14`4"(Front) �T1'4" 12.0 40.0 l Floor <br /> 2-Point(PIP) 14'2 1/2"(Front) B' 10.0 - well <br /> 3-Point Qb) 102 1/2"(Front) I N/A 616 761 952 Linked from: <br /> RBA1,Support i , <br /> 1 Welwiftimusir I <br /> Weyerhaeuser warrants that the sizing of its products will tie In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties 1 <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-parry 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.tveyerhaeuser.com/woodproduM/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> FarbBwEe Software operator- --- 3ob notes 3/21/2024 11:17:04 PM UTC <br /> I Chr's Lalonde <br /> I Structural Design Associates ForteWEB v3.7,Engine:V8.4.0.40,Data:V8.1.5.0 <br /> 1(425)339-0293 <br /> l cialonde@sdaeverett.com AL'-Vo.h,.cuss File Name: 10012 <br /> Page 7/13 <br />