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tnzTower J°b Pa9e <br /> 816298 Zephyrhills 10 of 11 <br /> SSOEInc. Project Date <br /> /oo!Madison Ave. 012-01232-00 13 53.51 10/23/12 <br /> Toledo,OH43604 Client Designed by <br /> Phone. (4/9)255-3830 CCI 81352 <br /> FAX. (4/9)255-6101 <br /> Section Elevation Component Si�e Critical P oPo��o„ % Pass <br /> No .rt Tvpe Element K K Capaciry Fail <br /> --- -- ----- Bracing ----- ---- ------- --- <br /> T15 96-72 Redund Hip 2 2L3x2 U2xl/4�/8 554 -020 13 28 1 S Pass <br /> Bracing <br /> T16 72-52 Redund H�p 2 2L3x2 1/2x1/4�c3/S 627 -0]4 I 1 19 1 2 Pass <br /> Bracmg <br /> T17 52-32 Redund Hip 2 2L3x2 1/2xl/4�c3/8 708 -0 i5 9 80 1 � Pass <br /> Bracing <br /> T 18 32-0 Redund Hip 2 2L2 1/2�x1/4�/8 854 -039 17.56 2 2 Pass <br /> Bracing <br /> T18 32-0 Redund Hip 3 2L3aQ 1/2xl/4x3/8 826 -0.23 ]4 00 1 6 Pass <br /> Bracing <br /> T 12 171-146 Redund H�p Diagonal 2L3 1/2x3 1/2xl/4x3/8 372 -0 25 17 O l 1 5 Pass <br /> Bracing <br /> T13 146-122 Redund Hip Diagonal 2L3 1/2�c3 1/2xl/4x3/8 417 -0 59 34 18 l 7 Pass <br /> Bracmg <br /> T14 l22-96 Redund Hip Diagonal 2L2 1/2x2x1/4x3/8 486 -0.53 9.20 5 8 Pass <br /> Bracing <br /> T]5 96-72 Redund Hip Diagonal 2L2 1/2x2x1/4�/8 555 -0 49 8 41 5 S Pass <br /> Bracing <br /> T16 72-52 Redund Hip Diagonal 2L2 1/2�x1/4�/8 629 -0 14 3 51 3 9 Pass <br /> Bracing <br /> T17 52-32 Redund Hip Diagonal 2L2 1/2x2x1/4u3/8 710 -0 14 3 10 4 4 Pass <br /> Bracing <br /> T18 32-0 Redund Hip Diagonal 2L2 1/2�xU4ac3/8 800 -1 14 14 49 7 9 Pass <br /> Bracing <br /> T 18 32-0 Redund Sub Horz 2L5x5x3/8x3/8 797 �3 15 108 54 39.8 Pass <br /> Bracmg <br /> T18 32-0 RedundSub 2LS�c31/2x5/16�c3/8 805 -5936 I0013 593 Pass <br /> Diagonal Bracing <br /> T 1 288-279 Inner Bracing L3x3xl/4 13 -0 00 7 92 0 2 Pass <br /> T2 279-272 Inner Bracing L3x3xl/4 42 -0 00 6 33 02 Pass <br /> T3 272-259 [nner Bracing L3x3xl/4 79 -0 00 5 40 0.3 Pass <br /> T4 259-247 Inner Bracing L3�xl/4 116 -0 00 4 14 0.3 Pass <br /> TS 247-237 Inner Brac�ng L3�xl/4 137 -0 00 3.33 0.3 Pass <br /> T6 237-232 Inner Bracmg L3�xl/4 I 58 -0 00 2.83 0 4 Pass <br /> T7 232-222 Inner Bracing L4x4x1/4 195 -0 Ol 636 0 4 Pass <br /> T8 222-210 Inner Bracing L4x4xl/4 232 -0 O1 5 50 0 4 Pass <br /> T9 210-195 Inner Bracmg L2x3x1/4 267 -0 03 I 72 1.5 Pass <br /> T10 I95-183 Inner Bracing L7x4�/8 306 -0 01 9 75 0 7 Pass <br /> T 1 1 183-171 Inner Bracing L3 1/2x2 1/2xl/4 339 -0 04 235 1 7 Pass <br /> T 12 171-146 Inner Bracing L3x3xl/4 384 -0 08 2.45 3 4 Pass <br /> T13 146-122 Inner Bracing LS�c3xl/4 453 -0 13 3 24 3.9 Pass <br /> T14 122-96 InnerBracing L31/2x31/2xl/4 522 -013 2.51 52 Pass <br /> T 15 96-72 Innet Bracing 2L2x2 1/2x]/4x3/8 591 -0 15 1 88 7 S Pass <br /> T16 72-52 Inner Bracmg 2L2 1/2x2 1/2x]/4x3/8 671 -0 13 2.98 4 3 Pass <br /> T U 52-32 Inner Bracing 2L2 1/2x3x1/4x3/8 749 -0 14 2.76 5 I Pass <br /> T I 8 32-0 Inner Bracing 2L4x3x5/I bx3/8 866 -0 03 5.52 l I Pass <br /> Summary <br /> Leg(T18) 61 8 Pass <br /> Diagonal 63 4 Pass <br /> (T12) <br /> Horizontal 72 0 Pass <br /> (T17) <br /> Top Girt 0.5 Pass <br /> (TI) <br /> Redund 33 9 Pass <br /> Horz l <br /> Bracing <br /> (T14) <br /> Redund 512 Pass <br /> Hotz 2 <br />