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1900ft • ' <br /> -�-�--�-�,-- - - <br /> � < m , <br /> i _ d ��I , � � �eoort DESIGNED APPURTENANCE LOADING <br /> � ' TYPE ELEVATION TYPE ELEVATION <br /> I p '� � K � @! 5!8-in x 4-fl Lightmng Rod(T-Mobile) 190 RRUS-71(ATI) 77g <br /> � � ' � � �I Plattwm Mount[LP 715-1](LMobile) 190 RRUS-11(ATI) 17g <br /> � " � '� (3)CMA-BDHH/6521/EO-6 w/mount 190 DC2-48-60-0-9E(ATI) 175 <br /> i a � pipe(T-MObile) � <br /> � i DC2-08-60-0-9E(AII) �175 <br /> I a � � � (3)CMA-BDHH/6521/EO-6 w/mount 190 DC6-48-60-18-8F(ATn 175 <br /> pipe(T-Mobile) �or Moun[[SM 502-3j(Venzon) 160 � <br /> __�� ___ ' I 160.Oft (3)CMA-BDHH/6521/EO-6w/mounl 190 - <br /> i � � I pipe(T-MObile) (3)AP��-1900/090D wMlount Pipe 160 <br /> (Verizon) <br /> � (3)ECC1920-VPUB(T-MObile) 190 (3)AP17-1900/090D w/Mount Pipe 160 <br /> N I (3)ECC7920-VPUB(T-MObile) 190 (Venzon) <br /> ` 'I � I I (2)ECC1920-VPUB(T-Mobde) 190 (3)AP17-1900/090D w/MOUnt Pipe 160 <br /> FRIE RF Head 3TX(T-MObile) 190 (Verizon) <br /> = li J W � I FRIE RF Head 3TX(T-Mobile) 190 (2)D8950G65E-M w/Mount Pipe 150 ; <br /> F o � : I� NSN COVP(T-Mobile) 1gp (Sprmt) <br /> __ p � � � 140 0 ft (2)FXFB Umt(T-MObile) �190 Sector Mount[SM 4023�(Spnnt) 150 <br /> � i� � 1 FXFB Unrt(T-MObile) 190 (2)DB950G65E-M wlMOUnt Pipe 150 <br /> a I fXFB Unit(T-MObile) 790 <br /> (Spnnq <br /> a I j � I 'FRIG Umt(T-Mobtle) 7gp (2)D6950G65E-M w/MOUnt Pipe 150 <br /> i � pnn� <br /> ) <br /> , . � �'I FRIG Unrt(T-MODile) 190 <br /> �, i � ' I(2)FRIG Unit(T-MObile) 190 (M ho PCS z333-OOT wl Mount Pipe 740 <br /> ) <br /> �� I Plattorm Mount[LP 712-1j(ATI) 775 Plattorm Mount[LP 712-1](Metro PCS) 140 � <br /> I � , � (4)DBXNH-6565 w/Mount Pipe(ATI) 775 <br /> ._ ' " mJ 120.Oit (21HB-X-AW-2333-OOTw/MountPipe 140 <br /> � � (4)DBXNH-6565 w/MOUnt Pipe(AII) ,175 (Metro PCS) <br /> I (4)DBXNH-6565 w/Mount Pipe(ATI) 175 (2)HB-X-AW-23-33-OOT w/Mount Pipe-140 <br /> � _ , (3)Andrew E15S09P78(ATI) 175 (Metro PCS) <br /> � I II '(3)Andrew E15S09P78(AII) 175 — .. <br /> � o '' � (3)Antlrew E15S09P78(ATI) 175 <br /> � � �I " I �,RRUS-71(ATI) j175 <br /> w <br /> a <br /> a SYMBOL LIST <br /> _ � �. I ioo o rc MARK SIZE MARK SIZE <br /> , � ,I � , A PIPE 25 STD(SCH 40) B u vaxi�va.zna <br /> i � ' a 0 <br /> ¢ <br /> MATERIAL STRENGTH <br /> � � GRADE F Fu GRADE F Fu <br /> la <br /> _ < LA572-50 ,50 ksi i 65 ksi 'I A36 i 36 ksi 58 ksi <br /> � � <br /> _ o, % aoort TOWER DESIGN NOTES <br /> ° � < 1 Tower is located in Pasco County,Florida. <br /> � I 2. Tower designed for Exposure B 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 Deflections are based upon a 60 mph wind. <br /> I� , 5. Tower Structure Class II. <br /> � 6. Topopraphic Catepory 1 with Crest Height of 0.000 ft <br /> ' 7 TOWER RATING:90.5% <br /> soon <br /> - — <br /> ' IfM <br /> I I `° � <br /> � o I <br /> � �I � <br /> a <br /> o I <br /> � <br /> I = � <br /> U I <br /> _ �I �, � _� ao o n ALL REACTIONS <br /> � ARE FACTORED <br /> N I <br /> a° I MAX.CORNER REACTIONS AT BASE. <br /> . � � i s DOWN: 512658I6 <br /> � I� <br /> SHEAR: 5156616 <br /> UPLIFT -4539711b <br /> I_� � �� �� zo o n SHEAR: 47241 Ib <br /> � <br /> ' I I � � AXIAL <br /> N I, � i I I 68625I6 <br /> - < <br /> ' a al i <br /> SHEAR MOMENT <br /> ! 844531b� 904869816-R <br /> —�_ J I I oon <br /> , i � ' TORQUE 91671b-ft <br /> I � I � REACTIONS-f 06 mph WIND <br /> I � �� <br /> d „ , c� �' � @� <br /> �°o A A �I r ° " n <br /> `o I ' �j I � I � c r <br /> a wIl� <br /> ���� 'o o ' ��u 3.J <br /> � Tower Engineering Professionals ob A2G0082A Pasco Count <br /> 3703 Junction Blvd. P'°�e� rea#�rosos-Revs <br /> � Raleigh, NC 27603 C11e"� T-Mobile DrawnbyBRB ,aPc <br /> Tower Engineenng Professionals PhOne:(919)661-6351 �0de' TIA-222-G �a1e 07/30/12 �a1e' NTS <br /> FAX. 919 661-6350 Pdlh:P�909 A2G0082G5trucNra�Rav 5ltnx\42G0082A Pasco Cou �9 NO'E-� <br />