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tnxTower J�b Page <br /> 816298 Zephyrhills 2 of 47 <br /> SSOE Inc. Project Date <br /> tooi Ntad,so,�ave. 012-01232-00 16:27.34 07/13/12 <br /> Toledo,OH 43604 Client Designed by <br /> Phone. (4/9)255-3830 <br /> FAK (419)255-6/0/ CC� 81352 <br /> Leg A Leg B <br /> Face B <br /> Wind 90 � X � <br /> �i Z� `° <br /> n <br /> Face D <br /> �� <br /> ���a <br /> Wind 0 <br /> Sauare Tower <br /> Tower Section Geomet <br /> Tower Tower Assemblv Description �Section Number Section <br /> Section Elevation Database Width of Length <br /> Sectrons <br /> Jt f Ir <br /> T1 288.00-279.00 10.00 I 9 00 <br /> T2 279.00-272.00 II 19 1 7.00 <br /> T3 272.00-259.00 12.11 I 13.00 <br /> T4 259.00-247.00 13.83 I 12.00 <br /> TS 247.00-237.00 IS 41 I 10.00 <br /> T6 237.00-232.00 16.73 I 5.00 <br /> T7 232.00-222.00 1739 I 10.00 <br /> T8 222.00-210 00 I 8.71 1 12.00 <br /> T9 210.00-195.00 20.24 I I5.00 <br /> T10 195.00-183.00 z2 2� � �2�Q <br /> T I 1 l 83.00-171 00 23.85 1 12.00 <br /> T12 171.00-146.00 25 44 I 25.00 <br /> T13 146.00-122.00 28 74 I 24.00 <br /> T 14 122.00-96.00 3 l.90 I 26.00 <br /> TIS 96.00-72.00 3533 I 24.00 <br /> T16 72.00-52.00 38.50 I 2000 <br /> T U 52.00-32.00 q� �q � ZQ QQ <br /> T18 32.00-0.00 43 78 1 32.00 <br /> Tower Section Geomet cont'd <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Grrt <br /> Sectron Elevalion Spacing Type K Brace Horizontals Offset OfJset <br /> End <br /> f rt Panels in irt <br /> Tl 288.00-279 00 9 00 K Brace Down No Yes 0.00 0.00 <br />