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287.7 ft SYMBOL-LIST <br /> _ 4 m MARK SIZE MARK SIZE <br /> z q ¢ ? 280_l ftft /�I�� �• A 21-21/Wx3116x5/16 M 2L5x3x5/16x5/16 <br /> P.n 4 ¢z z m 6!J n (,�� ) `� a 2L2104112x114x5/16 N 2L6x3.5x5/167t5/16' <br /> z m �`+ - 272.5 ftft �t�/ c 2L3x21/2xl/4x1/4 O L21/2x1 1r-3/16. <br /> m m <br /> m m D 2L21/2x3xl/4xl/4 P 2L21/2x2x3/16xl/4 <br /> 3 x / \ E' 2L21/2x3112x1/4x5/16 -O L21/2xDc3l16 <br /> % F 2L31/2x4x 1/4x1/4 R L21/2x21/2x3116 <br /> G 2L3x3112x1/4x1/4 S L3112x211W/4 <br /> ry 21 `� N �' \ H 21-31/2AW16x1r2 T 2L3 1/2x3 112x1/4x5116 <br /> 2473 ft / I L3x21/2x1/4 U 21-2x2-112x3/164/16 <br /> m ^ J 2L31/241/txl/4x5/16 'I V 21-21124U20116x5A6 <br /> U ¢Z Z K 2L&W/16x5/16 w 1@ 10.4166 <br /> @ L 2LSx31/D,5/16x5/16 x 1 @ 10.4667 <br /> N 232.6 ft / <br /> e o J o a x S 3 MATERIAL STRENGTH <br /> m 2222 ft GRADE Fy -Fu GRADE Fy Fu <br /> 4 <br /> m z ,o rn \��\ A572-50 50 ksi 165 ksi I A36 136 ksl 158 ksi <br /> ~ W 2096ft TOWER DESIGN NOTES <br /> Y q x e 1. Tower is located in Pasco County,Florida. <br /> z �. 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> 1s7o ftft . _ 3. Tower designed for a 138 mph basic wind in accordance with the TIA-222-H Standard. <br /> 4. Deflections are based upon a 60 mph wind. <br /> e LL a a x N - 5. Tower Risk Category II. <br /> m 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> J <br /> 1813 ftft 7. TIA-222-H Annex S <br /> 8. TOWER RATING:98.2% <br /> e a zaa:" (nix e <br /> N <br /> m <br /> 170.8 ft - <br /> v � <br /> �N� <br /> O r' <br /> Z Z N �� <br /> M @ V <br /> J <br /> 0 146.8 ft / <br /> N O ❑N Q x� a <br /> R Q two iV <br /> m � X <br /> f m ` el N <br /> x C9 <br /> w N <br /> in N J uj 121.7 ft . <br /> O @.. <br /> N V N <br /> O <br /> 0 x <br /> A ~ <br /> J <br /> N � <br /> 4 N 96.6 ft <br /> m <br /> N N 71.5ft <br /> J ✓ \ ALL REACTIONS <br /> LL > ARE FACTORED <br /> N_ <br /> F 0 51.4 ft \^ MAX.CORNER REACTIONS AT BASE: <br /> N DOWN: 600 K <br /> m �@ <br /> N SHEAR: 107 K <br /> UPLIFT -480 K <br /> 31.3 ft SHEAR: 91 K <br /> N e e "ia p \" AXIAL <br /> mix 271K <br /> M ix-- <br /> � ,n X <br /> X. a N j" @ <br /> J J N SHEAR MOMENT <br /> N N N 254 K 34267 kip-ft <br /> N 0.0 ft <br /> TORQUE 451.kip-ft <br /> REACTIONS-138 mph WIND <br /> 0 <br /> H y -6a A= <br /> aA� =or'nnm�d <br /> coma <br /> m <br /> m m m a•� <br /> a <br /> !O J J 0 in <br /> Tectoniclob: <br /> 9800.816298,Phase 4 <br /> eCton is ' 1279 Route 300 Project BU 816298-ZEPHYRHILLS <br /> Newbufgh,NY 12550ji,all: <br /> client.Crown Castle Drawn by:Mahesh Chillarge App'd: <br /> Phone:(845)567-6656-" code:TIA-222-H Dal,:03/26119 sm"NTS <br /> FAX: 845 567-8703 ,wb^a.seovs,use n,voss� weao e,ersev .s�m�w9 No.E-1 <br />