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s� FORTESOLUTIONS REPORT Level,Floor."Joist PASSED <br /> Current Solution: : 1 piece(s) 11 7/8" TJI® 210 @ 16" OC <br /> Overall Length: 18' 1" <br /> 17 6" <br /> 1 <br /> All locations are measured from the outside face of left support(or <br /> left cantilever end).All dimensions are horizontal.;Drawing is <br /> Conceptual <br /> Design R ult5 .,s"";,Abbot @i Location Allowed Result LDF System:Floor <br /> Member Reaction(lbs) 620 @ 2 1/2" 1134 Passed(55%) 1.00 Member Type:Joist <br /> (2.25") <br /> Shear(lbs) 607 @ 3 1/2" 1655 Passed(37%) 1.00 Building Use:Residential <br /> Moment(Ft-lbs) 2705 @ 9'1/2" 3795 Passed(71%) 1.00 Building Code:IBC <br /> Live Load Defl.(in) 0.339 @ 9'1/2" 0.442 Passed(L/625) Design Methodology:ASD <br /> Total Load Defl.(in) 0.441 @ 9'1/2" 0.883 Passed(L/481) -- <br /> TJ-ProT""Rating 40 40 Passed <br /> a " e t' �c sx- � <br /> 'rkY t � $�ax� � � <br /> Depth ties plies Spacing. "T) ro'i";Rating; ;Wood Volume,. <br /> 11 7/8" TJI®210 1 16" 40 0.79 <br /> The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an <br /> individual Member Report for submittal purposes. <br /> /(1/6;71 <br /> Porte Software Operator Job Notes 4/7/2016 4:35:54 . <br /> Chr s Covington j ! Forte v5.0,Design Engine:V6.4.0.40 <br /> Slructura'Des as Assoaates <br /> (42 '339-0293 <br /> cbris;strucdes cam <br />