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won <br /> N R 6 <br /> IN, <br /> n <br /> DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION TYPE ELEVATION <br /> A CM0.8OHH6521rE46WMaMRpe IN DC2<86049E 171 <br /> CMABDHWS52IE06WMWMPiW IN 0C2-a&8049E 171 <br /> A CMABDHH16521,F".MpuM%pe IN M2 .Toia,eppe 171 <br /> y CMAe0HKES21,E06WM—Pne 190 (2)2Y Ou,e Pme 171 <br /> 0 FFHH65C-Ftl. MRpe IN (2)29'Dux(IPm 1" <br /> FFHHd5GR3.14—lhpe IN 24'Dia,12-n Rpe 171 <br /> Ff11H 65pR3WMwMR IN 26'Maz 12-ft AM 171 <br /> FFHH65pW W1Ma4 Rpe IN2a'D'az12-n P41e 171 <br /> AEHCWMom M IN (2)l2 tldQ t/L1ld xa'>• 171 <br /> AEHC W Ltu.pip. IN (2)12BH21l 14x-- 171 <br /> Moll AEHc.M Pw 180 (2)l21ldQ 1/h1/4 x4'<' 171 <br /> 3)AHLOA IN SeM MpuM 50&3 171 <br /> AHLCN IN W-FR0656 W M—Pim 160 <br /> @ (2)MFM IN CAP-FRp656WMwM Rpe Iw <br /> Q (2)AHF81 IN CAP-FR0656WM—Pim 160 <br /> a .13 t90 (2)nomERDe6o02 W MMM Ape IN <br /> 0 rn N MRS 1. n9mGFRCe60a2 W AbuMR 1. <br /> g (2)MFe1 IN (2)MJOMFR086002WMo AM 1w <br /> H020PM1 IN (2)RRUSM tw <br /> ry RNSNOGmI-PF<8 INmRRUSW Ifi0 <br /> F (6)ZCX• nppe IW m1u,usw IN <br /> a a 2.4•.ion' IN RRFE)=I$PFd8 IN <br /> 16cen (4)2.4•x4npme IN z.a•aa.,sn IN <br /> A 24•Dia,an Rpe IN z.4•da.x&n IN <br /> e Ledtler IN 2.1Diax6-n IN <br /> Plallwm Na4A1I[LP 102-11 190 SW Pm1 VFA1"D tw <br /> OBXNH6565&R2MWMomt 171 Sra Rol VFA14HD tw <br /> DBMV' 6565&R2MW Ppe 171 Sa Ro1 WAI"D 1w <br /> OB#vMtv565B-R2tA W Mov6 Pqe 171 APXVERR1aC W MwM Rpe 146 <br /> ® 6 SBJAW-1065&DLW6buMRpe 171 APXVEHRIBC WMwnl Rpe 148 <br /> SBNHA-1 D65B-DLWM..A'W 171 APXVERR18CWM..PIP 148 <br /> $BJAH41D65&D—W MFIN 171 AIR6468 e41WMpunl% IQe'l MNNHH 8414_CCW2W MRW 171 AW64680atWMoiMRpe tae <br /> J (2)NNHH6S&A4_OC2-KVF1M 171 AIR64w 8a1WMpuM Rpe IQ <br /> 1mnft _ l2)NNHH65B-Ra_CCNLWN MRpe 1]t MUS31625 1a8 <br /> g E15S09P78 Ill MUS311325 148 <br /> 0 _ / 2 E15S09P1e 171 MUS31625 IQ <br /> - DC2486009E 171 RRUS 11 148 <br /> 1133n (2)DC2se60&9E 171 MUS tt 148 <br /> g DC2<&66&9E 171 RRUS11 14e <br /> 0 d{ RRUS32 171 (3)ACU42DN 148 <br /> RRUS32 171 ACl}A20N tae <br /> q 1067n - RRUS32 171 (3)ACU-2 N 148 <br /> DC6d 186F 171 =—sufilr a 148 <br /> 0 _ DC6-8& 188C 171 BwMHzsMR Ft 148 <br /> RRU=62 171 =O SMRFiner, 148 <br /> twOn (21 RRUS32 B2 171 2.4'piaz8JlMomtR 1a0 <br /> RRUS32 B66 t7t 2d'piaz BBMourt RW tae <br /> (2)RRUS32066 t71 2a•Dia,B-r1Mu:M Rpe t68 <br /> Q RRUS4a78B14CCM 171 srx Rol VFA12H0 lab <br /> h RRUS4a78814 CCM 171 SW Prof VFAt2 HD t48 <br /> d RRUS4478814 CCM 171 S2 Rot YFA12FD 149 <br /> RRUS4m9135,B12 171 F&XAW-2333aoT ta0 <br /> S �+ RRUSada9135B12 171 FBXJYF233380T 1. <br /> RRUS6449BSB12 171 F&XAW-233360T 140 <br /> DC6d86&188C 171 s—M (SM40231 140 <br /> SYMBOL LIST <br /> !2 Boon MARK SIZE MARK SIZE <br /> g A 2l3YtYVt6i2 C 21312012N8,12 <br /> g a 8 2131/HO '/.— <br /> ` A MATERIAL STRENGTH <br /> GRADE Fy Fu GRADE F Fu <br /> loOft As1-eas as id e7� ras 3s�r se�t <br /> d TOWER DESIGN NOTES <br /> 1.Tower is located in Pasco County,Florida. <br /> 2.Tower designed for F�osure C to the TIA-222-H Standard. <br /> won 3.Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. <br /> - 4.Deflections are based upon a 60 mph wind. <br /> 5.Tower Risk Category II. <br /> 6.Topographic Category 1 with Crest Height of 0.00 ft <br /> 7.TOWER RATING:89% <br /> 9 croon <br /> 8 <br /> 3oort <br /> ALL REACTIONS <br /> ARE FACTORED <br /> _ MAX.CORNER REACTIONSAT BASE <br /> No n _ DOWN:6186911b <br /> SHEAR:608891b <br /> UPLIFT.'-5467621b <br /> SHEAR:54814/b <br /> 8 3 -9 844521b <br /> SHEAR MOMENT <br /> / 98088/6 10910448/6-8 <br /> oon � <br /> t3 TORQUE 78542lb-11 <br /> REACTIONS-137mph WIND <br /> IS <br /> g 3 3 <br /> Tower Engineering ProfessionalsrPasco Count VS BU826548 <br /> 326 Tryon Rd TEPNo.49167253288 <br /> Raleigh,NC Crow Castle D' ly:zschadraw AN'QPhone:(919)661-6351 IA-222-H —:0424119 .""NTS <br /> FAX:919 661-6350r'IOE-1 <br />