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1 T � t. <br /> MEMBER REPORT PASSED <br /> MAIN,M8#3 <br /> 2 plece(s)2 x 6 HF Nat <br /> Overall!Length:2'9" <br /> + <br /> i <br /> 7i <br /> : <br /> , 2 6" <br /> LJ Q <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results _r.__..._Achmg0 Locadim.... _'..- _J llolivW _.� Loid.ComMnodatr(Pal�nt) _ Member Length;TV <br /> Member Reaction(Ibs) �1207 Q 2_9" -F ,1823(1.50") Passed(6696) 1.0 D+1.0 L(All Spans)[1]; -- System:Wall <br /> ... .........-�..._-- Member Type:Header <br /> Shear(Ibs) 471 @ 7" 1650 Passed(29%) 3 1.00- 1.0 D+1.0 L(All Spans)[1) Building use:Residential <br /> _ ........................... <br /> Moment(Ft€bs} - 563 @ 1375 Passed(41%)- , 1.00 1.0 D+1.0 L(Ail Spans)(1) Building Code:IBC zote <br /> Live Load Deal.(in) Q.012 @ 1'4 1/2" 0.092 Passed(L/999+) 1.0 D+1.0 L(All Spans)[1] Design Methodology:Aso <br /> I Total Load Defl.(in) I. D.014 @ V 4 1/2' 0.138 Passed(L/999 <br /> . <br /> _....._........�- - <br /> •DefSexion criteria:LL U360)and TL(I1240). <br /> •A 1,30A decrease In the moment capacity has been added to account for lateral stability. <br /> •Appl!caUe calculations are based on NDS. <br /> dlelffMg Leeptlt WWI to <br /> swlaeres Cam•) _ .. . <br /> S.upports - TOW {AVOKable Rered �Wirdd+icor Live Roof lm 5naeri : /ai bfrid t►oceaerlaie. <br /> .. - . -- qui- -- --- l <br /> 1-Trimmer-H 1.50• ! 1.50 1.50" 138 680 `` 67 j 84 818 None <br /> 2•Trimmer-HF 1.50 S.So" 1.50" 198 I 1009 —j 1207 I None <br /> !L criers!Bracing nroorrw..: 7. <br /> .::.: ;.......::: <br /> Top Edge(Lu) End Bearing Points <br /> `._...................._...._.........._. _._......._-............ <br /> Bottom Edge(Lu) End Bearing Points <br /> Vertiui Loads Le1:111111tloe ; <br /> rl <br /> Self Weight(PLF) 0 to Z 9" N/A 4 2-Uniform(PLF I 0 to 2'9" N/A 74.3 € 246.8 Linked from: <br /> ' I JSr#1,Support 2 <br /> 2-uniform(PLF) i D to 2'4" N/A I 22.0 I 24&0/-4.0 -49.0 -61.0 tI Linked from: <br /> - ,..__...- .. .................... - - l r ? !JST#2,Support 1 <br /> ...._......._._..............__...._.._ <br /> I Linked 13-Point( from: _ <br /> ib) 2'7 1/2" N/A 60 3291-to -55 -69 JST#4,Support 1 <br /> Weyerhaeuser Notes <br /> i kYeyertoeuser warrants that tie sizing of its products will be In accordance with Weyerhaeuser product design crir-aria and Published design values.WeyertWeuser expressly disclaims any other warranties <br /> related to the software.Use of this software is not intended to circumvent the reed for a design professional as determined by the authority having jurisdiction.The designer of record,budder or framer is <br /> responsible m assure that Mrs 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'unber Products(lave been evaluated by 1CC-ES under evaluation reports ESR-1i53 and ESR-138) <br /> and/or tested in accordance with applicable A5 i M standards.For current code evaluation reports,Weyerhaeuser product literature and installatlah details refer to <br /> v,",,weyertaeuser.comlhroodproducts/document-f brary. <br /> The pmdua application,input design loads,dimensions and support information have been provided by FcrteWEB Software Operator <br /> FormwEe Software operetor Job notes 3/21/2024 11:17:04 PM!IfC <br /> -- - - - <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.7,Engine:V8.4.0.40,Data:V8.1.5.0 <br /> 1425)339.0293 <br /> dalonderalsdaeverett.com I ,,rF,;,:,.:,;r File Name: 10012 <br /> _......... ......... ........... f € Page 12/13 <br />