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288_0 fl <br /> ~ V LLZZZ '� 9 279.Ofi <br /> F ° '� ` z�z o rt DES�GNED APPURTENAI�CE LOADING <br /> C � - I I TYPE ELEVATION TYPE ELEVATION <br /> '� FWh Beacon 288 RRUS A2 Mod1e 2IXs <br /> I C,� 0 x�g p iJ� � I I (�RRUS-77 1900MFIZ 2Qi <br /> 25 X � LiariYrq Rod 10'x 0.5" 288 <br /> e` � 259 0 fl I I p6�4 285 RRUS�11 800MHi Zp3 <br /> � Sector MouY�SM 1023J 2T/ (3)ACLLA24N 203 <br /> w c�`�`� '� N� (Z�IX�A WD�0331&R?DM w/Mart 277 800 MMt SMR FYbr 203 <br /> ' 2470ft P� ���� � <br /> ° (2�UM WD-03319-R�M wV Mart 227 qNT2 0.6 11 HPX Zp3 <br /> � LL LL �� �� � P� <br /> z Z 237.0 fi (�UMWO-0331&R�M w/Mout 2Z7 �p��s PYIf°rm 795 <br /> K c7 c> '� "' 232 0 tl I Pips R)LGP13908 TMA 194 <br /> o � SettorMout[SM 802-3] 215 ETV1200V�12116 784 <br /> I (4)D6878G9M-XY WMout Pips 215 Q)RRBS19-04l7P 194 <br /> �m J r� "'' <br /> �i ' � �� 222 0 ft I (3)DB878G964-XY w�Mo�r1 Pipe 215 TMBX�517•A1M�MouY Rpe 194 <br /> m g a � I' I (4)D8879G9M-XYwdMout Plpe 215 <br /> (�LGP7390BTMA 791 <br /> F � �C� m � g �� � I��I I APXV9ERR78Cw MoutPipe 203 (�RRBSisozoa �ar <br /> ' � 210 0 ft RRUS A2 Modb p� TMBJ(8�i17-A1M w/Mout Pipe 791 <br /> � � ��� Y�� � n I L, (�RRUS-11 190DMFtr p3 R)LGP13908 TMA 194 <br /> N � � � ° r � Rf�us-neoo�r�2 •� Ern�ow���uB �9{ <br /> � � � ��,��N � SactorMart(SM�O&3] 19t <br /> '�I _ ' 195_0 R I ( � �I I I 800 MFIx SMR FI[M p3 ��51�� 19{ <br /> �� � �!Y 8'Rqw pipe � TMBX�517-A1M W Mout Rpe 19l <br /> � <br /> � t�� APXVERR7&C W Mout Pipa p3 Pqe Mari(PM 501-1] 185 <br /> 183_0 R � PAR8�5 185 <br /> � I I RRUS A2 Modb <br /> I_ I � `" (�RRUS-17 1900M1-� Zp3 (2)�����'�d Mout Pipe 777 <br /> ��i z a O�.i I I I RRUSit BOOMHZ �{ X7GFR6BBOw/MOUt Pipe 777 <br /> � � g 7 71 0 fl ����N � (Z�LPD-7905I8 w/Mounl Plpe 177 <br /> Q � i 800 MhR SMR FItM 203 ����`M'MaA qDe 177 <br /> N Seclo�Mout�SM�083� 777 <br /> � ��' I (�TN712X 218T/X�BX Hp �{ <br /> �: z 2 � � 8�^b�WPs 2IXi X7C-FRO-BBOw!Mout Plps 777 <br /> � � I APXV9ERR1&Cw/MOUtPIpe p3 X7C-FRO-BBOw/MOUrtPipe 177 <br /> � I I Zeplyihie PIatM�m 98 <br /> L �j��j 7460ft I S�v�vVL V�71 <br /> I � N <br /> �� �z < � I I � MARK SI2E MARK SIZE <br /> i+y A L�A ZPLD.825� K 215X1x7HXU8 <br /> Y � ? I I B L�x1 7PLA.75� L 2L5�Li 1fbGiJmtt3�8 <br /> � b J <br /> F� S�R� � -' C 2L21/2mc1/4�Gi�8 M 215Xi�d1�Li/8 � <br /> � id� I I D 2L21lDQ 7/bc1/4Xi18 N 2L5161ldd/18lLUB <br /> 122_0 fi E 2L2Q 7/LA/lKSB <br /> � O 2L31/aQ 1/bAl4XilB <br /> F 2L3�Q 1IDc1/b6�8 <br /> � + I P L2 1/DQ i/ad16 <br /> � � �'+ G 2L3 1f2Q 12�6/1�Li�8 � L3 1/DQ 1lDAl4 <br /> � ' � � � H 2L21!'dL�d/78X1B <br /> P � � � S I ___-_.______--_ R 2L21/LCix1/4x3�8_ ___ _______- __ <br /> � I 2L31/2c4x1/1x318 g ��g <br /> ' --- <br /> -- ----- --- - <br /> —- -- <br /> �cj � � � J 2L3167/DA/4X3�8 ---- - --- �--- <br /> � , 96.0 ft I I �����7�nGINTM <br /> �� � � � � I I GRADE Fy Fu GRADE Fy � - -F�-- <br /> "� \ v� A572-50 501a1 BS Ial . - __ __ <br /> I�� , � � � �� I II <br /> TOYYER DESIGN NOTES <br /> � �d � 1 Tower is located in Pasco CouMy,Florida. <br /> �2.o n 2. Tower designed for E�osure C to the TIA-222-G Standard. <br /> � � �2 I 3. Tower designed for a 108 mph basic wind in accordance with the TIA-222-G Standard. <br /> I 4. Dellections are based upon a 60 mph wind. <br /> ;�< � °� � ° I a' S. Tower StrucWre Class II. <br /> i <br /> � q6_Topographic Cabegory 1 with Crest Height of 0.00 ft <br /> � � �' sz.on AREFACTOI?ED <br /> �� MAX.CO/�VER I�ACTIONS AT BASE. <br /> ��m � o � ¢ ` � I DOWN: 522K <br /> SHEAR.• 95 K <br /> I� i 3z o h I I� UPLIFT �99 K <br /> � �� �� � SHEAR. 80 K <br /> ° m �� �� � AXIAL <br /> �� �\ �a� � � 281K <br /> ��� s# <br /> � � � �� <br /> � � �� �� I I SHEA� MOA�M <br /> 238 K��� 30659 Idp-ft <br /> 0.0 R I <br /> i ,I � TORQUE 150 bp-/t <br /> REACTIONS-108 rt�oh WiND <br /> �''p� ����������� <br /> �,sg��'s��������� <br /> O��O�n SSOE Inc. ° 816298 Ze h rhills <br /> 1001 Madison Av�e. `'`0j8°0�2-o�zs2-0o <br /> Toledo, OH 43604 °1ref CCi °��^'�siss2 "�P'' <br /> Phone:(419)2553830 Code TIA-222-G �e 10/23/12 �� NTS <br /> FAX. 419 2556101 �' �'�'s No E_� <br />