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L94q n_ I <br /> R <br /> DESIGNED APPURTENANCE LOADING <br /> I <br /> ELEVATION TYPE ._L___.._E6AT19N <br /> CMA-BOMV6521/EO-0Wu_ua Pip°_ !190 4a9 1351512 II)1 <br /> a ! CMA-BOHHTS21lE06 WMoud Plea -!I" IIMIS ddd9 133912 '1)t <br /> CMA-BDHM6521/E06tl Mput%pe E15S09P78 i1]1 <br /> CMA-BDMW6521E0-0WMout Pi190 EI5509P]B ---I1)t — <br /> `,' • I RNSNOGT)11-PF48 --_______ :190 29'Dm.zB'PI �___ ___1171 <br /> W_ ( 5BNHH-1065C IFW-Pipe IN 23'DIa.z6 P' ?11I <br /> _ SBNHK1Dfi5C WpaiP IN IMIZ•ol ..Pipe il]I <br /> ss--D65CWWm P .190 2a•pMa t2-R Pip I]I <br /> SBNHR1065C W W-14 190 2a•pia a 12A P'a 1171 <br /> FHFB 190 2a•Oia z/2-R%_ I1]t <br /> IW8 i190 2121W1(ht..V- 1171._...—. <br /> L600A_ FNFB 190 Iz trzn llhl/aadV• 11]t <br /> 1 FHFB ;IN 1121 L212Qm'.z a—i'--------1171 _ <br /> m l i I ECcIsW-VPIB ------— i INSeebr Meat N5033 1171 <br /> „} ! 21 ECC1920NPUB _ ;190 JMWOSFRDSW02WMw4%pa 1,60 <br /> 6 ECCI 92D-VPUB IN MKOGFFKW"2WM Pi 116D <br /> N A FRIG 1190 M%06FFg86002 W MqN 1160 <br /> _ FRG 1190 RRFDCJ3ISPF�B 1160 <br /> FRIG 190 RMS 32 62 <br /> FKFB — 190 RRUS3282 160 <br /> I 21� _ -_ FINKRM1369_CCNZ 160 <br /> 1 FRE 119D KFVr%I369_CCN2 1,60 <br /> FRE i no I KRT901369 CCN2 1160_ <br /> 1d0,OR EISMAPTr 190 'nvzoC 62]-PF48 16D <br /> 0,7 2 EIS508M 190 �RRUS-90S912 1160 <br /> EISSOOM 190 Mll5 tta9 BS912 16D <br /> E1S508PT1 I90 RRI15 dM9 B5912 160 <br /> OCad84p840E-00 1190 RRU532 B66 160 <br /> 42.d'aM 190 1,60 <br /> • d 2.P xart Pipe 190 I(2h 2.P Ou.�6d I60 <br /> i _ <br /> 190 2 zd•Oia.a641 IN <br /> 24.Om x64t PI 'IN 1,60 <br /> 2d•pmx64l Pipe 190 Sim P!.2HM a-HD 160 <br /> 120•D'Rz60 Poe t" ISIM Pm1 VFA16-HO 160 <br /> • 6La°4er_ _ 190 Slm Prpl VFAld-IIO 160 <br /> H I 1pDR pov—Mwt P102.1 —_ II90 ""ERfl18CWMp Pi 1dB <br /> $ DBKNHa56584RMtl Moffat Pi 't]t AP%VEMIBCWMout Pi td8 <br /> DBKNHb565B-R2MWM—Ipi 1171 A.ERRIBCWMpua Pi 1d8 <br /> R I)SX-565II-MIA OMR Pi '171 AN 6488 Bdt WW-P, 1d8 <br /> SBJAHd-1D65B-0LW—,IPm9 1171 AR6d888d1tlMpvt Pipp 1dB <br /> SB1AHa-1O65BCLWMoua A 't)1 AR WBB BrI W W-pi 11da <br /> _ SBJAHd-1DSSB-DLWW a 171 RR11531825 148 <br /> 2 NNHH65B rtI CC w/Molar Pl I171 R.311325 ld8 <br /> d 1067R 2 MiHH65&M CCN2"pi_ 1171 RflUS 31"1ld8 <br /> 2 NNHH658-.CCN2 w/MOMt% 171 MIA II lab <br /> $ I - DC248b0-0-9E 1171 MIA 11 148 <br /> DC24B000)E 171 MIA II lab <br /> 1 1W OM1 2DC24"fi E 1171 ACU-N2PN It8 <br /> DC24BL E 1171 QIACUA2PN lab <br /> OC248-0DO'9E 1171 ACU-A2Pf! Id8 <br /> RRUSad78BI6 CC 171 t100MHi5Nfl Fagr Id8 <br /> 2 I H <br /> Q MUS 4478 Bl a_CCN2 .171 600MHLSMRFEBr 148 <br /> IBi11S t47891a CCN2 1171 BDOMH25MRF01r I48 <br /> DC 408 IBOF 171 24•D'az80MOMt Pi 148 <br /> t• MUS32 1)1 2a•Ofaz80M°Nt Pi I08 <br /> MU532 11]t 2d•DIaaMMoMPi 168 <br /> RRU5 32 171 1 Sim Pm 1 VFA1241O Id8 <br /> RRIS 32 ON I]t I SRp Pm 1 VFA124CO Id8 <br /> (2)MU532866 Il]t 15im Pml VFA12-H0 148 <br /> ,`� FF 3282 171 11®-K-AW-20J T 140_ <br /> BOOR RRU531 B2 1171 Ilex-AW, 33-0OT 11d0 <br /> OC648SP186C tTl 11 X AW.23-33-00T 141 <br /> g j is a _ Dc648-0P1 B8C 1171 SMWL4o MdON 140 <br /> „ a RRUSd449B51312 171 <br /> SYMBOL LIST <br /> 70.0 ft SIZEMSIZE <br /> B M31 12n1dx1 <br /> MATERIAL STRENGTH <br /> FOR AS3A46 d614 6)I� A36 36k4 EY 58 kv <br /> TOWER DESIGN NOTES <br /> 1.Tower is located in Pasco County,Florida <br /> 2 Tower designed for E)Posae C to the TIA-222-H Slardard. <br /> 3.Tower designed for a 137 mph basic wind in accordarce with the TIA-222-H Standard. <br /> 0 4.Deflections are based upon a 60 mph wircl. <br /> 1 m 5.Tower Risk Category If. <br /> 1 a - 6.Topographic Category 1 with Crest Height of 0.00 I1 <br /> 7.TOWER RATING:86.7% <br /> 3 doors <br /> $ <br /> aDOR - <br /> _� ALL REACTIONS <br /> AREFACTORED <br /> ht4X CORNER REACTIONSATaASE.' <br /> 2341E DOWN.,6052671b <br /> SHEAR'603051b <br /> UPLIFT.--SM699Ib <br /> SHEAR.,-14249111 <br /> AX14L <br /> a 83932111 <br /> J , <br /> SHFlIR MOMENT <br /> 97378Ib 1 10665544/bR <br /> 4RL <br /> TOROUE9254316-/t <br /> REACTIONS-137mph WIND <br /> u o <br /> a � <br /> L e l m s 6 0 <br /> Tower Engineering Professionals °Pasco Count VS BU 826548 <br /> 326 Tryon Road P1pi---No.46167.314456 <br /> Raleigh,NO 27603 G081R`Crown Castle Cra—by.'Wcrook <br /> Tower Erganalry Proleseime5 phone:(919)661-6351 Cp;7 TIA-222-H Daw:10121/19 5ma'NTS <br /> FAX 919 661-6350 PaOe�,,,,,,,,,,o,M•,�,,,,,, o �•v NO.E-1 <br />