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287.7 ft <br /> r N <br /> Q z q q 2801 ftft I <br /> x ^ - <br /> F J g Q z z m U m <br /> z o N 272.5 ft <br /> SYMBOL LIST <br /> m <br /> =�!2 MARK SIZE MARK ' SIZE <br /> A 2L21/2xZc3/16x5/16 <br /> N M 2L5x3x5116x5/16 <br /> x in ry `" ---- B 2L2 1/24 1/2x1/45116 N 2L6x3.5x5/16"x5/16" <br /> x� U <br /> C 2L3x2112x1l4x1l4 O L2112x11/2l3116 <br /> N / 0 2L21/2x3xl/4xl/4 P 2L21/2x2x3/16xl/4 <br /> 2473ft E 2L21/2x31/2x1/4x5/16 <br /> O L2 i1/2x2x3/16 <br /> F 2L 3 1/2 x 4 x 114 x 1/4 R L2 1/2x2 VW116 <br /> O Q Z Z G 2L3 x 31/2 x 1/4 x 114 S L31/2x21/2x1/4 <br /> 2326 ftft H 2L31/2x4x5/16x1/2 T 201/2x3 IQW45/16 <br /> N <br /> 3 I L3x21/20/4 U 2L21/2x211DC3/16x5116 <br /> o o o e m> 3 2L31/2x21/2x1/4x5/16 V 1@ 10A166 <br /> m 8 222.2 ft K 2L3x2x3/16x5116 W 1@ 10.4667 <br /> x 4 L 2L5x3 1/2x6/l6x5/16 <br /> J Z � N /1' <br /> Y m m MATERIAL STRENGTH <br /> ` <br /> w Q 2096ft / GRADE Fy Fu GRADE Fy Fu <br /> A572.50 50 ksi 65 ksi A36 36 ksi 58 ksi <br /> Y Z J N Y pj N a <br /> JJ 1970ft % TOWER DESIGN NOTES <br /> 1. Tower is located in Pasco County,Florida. <br /> w 2 a 0. a t2 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> x @J m 3. Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. <br /> J 1813 ftft / 4. Deflections are based upon a 60 mph wind. <br /> // 5. Tower Structure Class II. <br /> m a z a Ir m 3 a `L 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> 170.8ft 7. TOWER RATING:97.1% <br /> a <br /> N N <br /> 10 � <br /> z z R P <br /> 51 N Y <br /> N 1463ft <br /> N �+�i eD o ❑ I <br /> O Q <br /> mwx N [�XV <br /> J 0 <br /> N 1217ft <br /> N <br /> Z N 96.6ft / \ <br /> N N N 71.5 ft <br /> Id <br /> n <br /> / ALL REACTIONS <br /> LL 1 ARE FACTORED <br /> fV i i <br /> N 51.4 ft <br /> x MAX.CORNER REACTIONS AT BASE. <br /> N m DOWN: 5713951b <br /> N <br /> SHEAR: 1041451b <br /> 31.3 ft UPLIFT.' -456646/b <br /> SHEAR: 88191/b <br /> N N 2;Bx d AXIAL <br /> x; \ ! <br /> 2624431b <br /> x N <br /> N N N m % SHEAR MOMENT <br /> c 2498219/b 32582228/b-ft <br /> 0.0 ft <br /> N TORQUE 143364 lb-ft <br /> REACTIONS-106 mph WIND <br /> o u aS a <br /> w m rn � a w m rn <br /> '- <br /> f9 J J O IS f S K K K K li <br /> Tower Engineering Professionals ob:Ze hyrhills(BU 816298) <br /> 326 Tryon Road PfOJea'TEP No.26146.157540 <br /> Raleigh, NC 27603 Cod mIe Crown Castle 1111ITacbregon S <br /> TEP Phone:(919)661-6351 code: TIA-222-G Date:06/04/18 scale: NTS <br /> FAX: 919 661-6350 Pam' Dwg No'E-1 <br /> I <br />