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tw_on <br /> z X <br /> { o <br /> ` � a ' � <br /> � <br /> a „ ' DESIGNED APPURTENANCE LOADING '' <br /> ,ea.o n <br /> TYPE ELEVATION TYPE ELEVATION <br /> p " � fz)ax mrw�z+�oswrnwraa iso wa_oadeso-o-i� ' m <br /> @j CNl4�BDKY6521/E06 W Mvp Npg 190 (4)ERY190V5121B 171 <br /> N ,o l„" � CM4�BDHY6521lFAG W Mu7 PiPa 190 Scctrr MvY ISM 10431 I 171 <br /> a `] • SBNI�IDG�C W AbuEHpe 190 %7CFFi7860 W MlW PiGa 160 <br /> ° � ? i � (zlsart+�iosscw�.w¢ava im x�c�esow�psae I�so <br /> � a `-y - SBNfi1D6SC W Mut Rpe 19D X7PFfO860 W Mu1 Plpe '1� <br /> FPo.B 19D (2)Cl�P-FFIDfi56 W MUrQ FPe 1fi0 <br /> (2)FFdB 190 (2)CAP-ff WSG W Mari Rpe 160 <br /> FFaO 190 (2)GP-FNf�fi W RkurG pip¢ 1160 <br /> i60.01t t15NCWP 180 ScctrMl�rt�SM60231 160 <br /> � ` 1 tSNCWP 790 PIOeMOUrt[PM601-3] �1fi0 <br /> � (2�ECC792DVRB 190 AP%VEW2f&CWMuRRpe �150 <br /> � o � (2)ECCI9AVPIB 790 APXVEfiil&C W�+Lial Pipe 150 <br /> � �� (4)ECC7924VP1B 190 APXVEF7il&C W MLiatPipe 150 <br /> F <br /> N � I RLE iW Wi67180M44 150 <br /> _ � FPoE 180 idi.G77 BOOMp 150 <br /> F7ffB 180 FiiS11 BOOMtr 150 <br /> � � (2)F%FB 190 (3)AClFA2ON :1W <br /> .� , (2)FPoG 190 (3)ACLLA2IN 750 <br /> 74QOtt FTaG 190 (3)ACLLA20N 150 <br /> C FPoG 190 B00lhtr5MiFqa 7W <br /> I � . . T.z���.. ,� ��F� ,� <br /> 7z2PipaMturQ 190 BOOMtSMAFIEr 150 <br /> 12)TX7PipaMarE 190 TfTT6V�P-1%R 1750 <br /> � PlatlnmMbut�LP71S1J 190 TfTTfiSAP-1%R 150 <br /> ` i � BLadia 19D TTT1654P-1%Fi �750 <br /> m � (4)DBXN46£5&!2M W AbinO Rpa 171 RSS 31 82ri 150 <br /> (4)OBXN46565&R7M W Ab1Q P'ipB 177 F1RS 37 @S 150 <br /> � (4)�B%N}65658�R7A1 W Mnrt Cipo 771 Fd3S 31 82�i 150 <br /> J izaon Is)ECCiszo-w�.e i�i Fau-rmi iw <br /> mi <br /> — (3)ECC193FVPlB 171 FD11�Rii 1W <br /> — � � (2)ECC792}VPLB 771 FAl1�Wii 1W <br /> F ' (4IFFaG 177 Se�krhtuS�5M4p231 150 <br /> ». FxFS m rax�aw-z�oot �ao <br /> �e m rsx�nw-z+a3 ror I ino <br /> i3-OOT <br /> p F7ffe 171 FBX-AW-Z1�3300T 1d0 <br /> g 106_7tt (21FFLE t7t SectrrMutISM40231 740 <br /> z ,. <br /> e � � SYMBOL LIST <br /> imon MARK S� MARK S� <br /> A L7 3�4K13�4XY16 C R3�1/2C}7/9n/4x12 <br /> B Z13�0�6�1Ot12 D 8312C112N�1/2 <br /> m <br /> � � I 0 MATERIAL STRENGTH <br /> < � . <br /> GRADE F Fu GRADE F Fu <br /> F � ,�� �� �� � �� �� <br /> � . <br /> ° • I TOWER DESIGN NOTES <br /> °„ � � 1. Tower is loqted in Pasco County,Florida <br /> � � eu.0 e � � 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> 3.Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. <br /> 4. De(lections are based upon a 60 mph wind. <br /> F _ � _ .� 5.Tower Structure Class II. <br /> � rv ' � 7 TOWER RATWG 0/�W�h Crest Height of 0.00 ft <br /> �o.o tt <br /> _ � z , I <br /> �uon <br /> — I <br /> = � c � � j <br /> e � � ef � ' _ <br /> ' " � aaon ' <br /> F <br /> aao n ACL RFAC710A(S <br /> E — AREFACTORED <br /> _ o Z � HWKCORNERfiEAC71IXVSATflASE.• <br /> - DOWN.�599&91!b <br /> zo o n SHF.4R:60027/b <br /> UPUFT--53Q5?7/b <br /> � SHEAR:542941b <br /> z e '° <br /> N , AXIAL <br /> °e f 74771/b <br /> – � <br /> SHEAR Nt7MEM <br /> l 97424/6� f06769661b1f <br /> aan t <br /> � j TORWE 771721bft <br /> � FEAC710NS-706mp1t WIND <br /> o s �i g <br /> _ o – – c`2� 3 – – <br /> m � � – o � 3 <br /> Tower Engineering Professionals,Inc. °"Pasco Count VS BU 826548 <br /> � 326 Tryon Rd. "a�TEVNa aat5�25sso <br /> �� R8121gh,NC 27603 °ir°`Crown Castle°ai'0j"•mkirchner°�" <br /> rw.eregree�ayamiess�a�ts,�c. Phane:(919)661-6351 Catla'TIA422-G °ap'10/14/14 ��N <br /> FAX: 919 661-6350 �` °ngN''E-1 <br />