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tnxTower �ob Page <br /> 816298 Zephyrhills 11 of 11 <br /> SSOE Inc. Project Date <br /> 1001 Madrson Ave. O�2-O'I 23L-OO 13 53.51 10/23/12 <br /> Toledo,OH43604 Client Designed by <br /> Phone. (4/9)255-3830 <br /> FA.Y. (4/9J 255-6l0/ CC' 81352 <br /> Section Elevation Component Size Critical P aPa��o„ % Pass <br /> No f 7:vpe Element K K Capacitv Fail <br /> -- - ----------- <br /> --- ------- -— <br /> — --- Bracmg ------ -- -- <br /> (T14) <br /> Redund 20 0 Pass <br /> Horz 3 <br /> Bracing <br /> (T18) <br /> Redund 26.2 Pass <br /> Diag 1 <br /> Bracing <br /> (TIS) <br /> Redund 35 8 Pass <br /> Diag 2 <br /> Bracmg <br /> (T15) <br /> Redund 52 9 Pass <br /> Diag 3 <br /> Bracing <br /> (T18) <br /> Redund Hip t.5 Pass <br /> 1 Bracing <br /> (T18) <br /> Redund Hip 2.2 Pass <br /> 2 Bracing <br /> (T18) <br /> Redund Hip 1 6 Pass <br /> 3 Bracing <br /> (T18) <br /> Redund Hip 7 9 Pass <br /> Diagonal <br /> Bracing <br /> (T18) <br /> Redund Sub 39 R Pass <br /> Horz <br /> Bracing <br /> (T18) <br /> Redund Sub 59.3 Pass <br /> D�agonal <br /> Bracing <br /> (T18) <br /> Inner 7.8 Pass <br /> Bracing <br /> (T15) <br /> Bolt Checks 61 S Pass <br /> RATING= 72.0 Pass <br /> Program Vers�on 6 0 4 0-1/27/2012 File.C./lJsers/81352/Desktop/816298 Zephyrhills/Structural/mac/816298.eri <br />