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190.0 ft <br /> ' ICI ' <br /> Nil I <br /> ¢ Go <br /> 180.o ff SYMBOL LIST <br /> ■7J■ MARK SIZE MARK SIZE <br /> N N I f0 ■ <br /> A Pipe 2.5 STD D 2L31/2x31l2x1/4x1/2 <br /> Co '? I B L1 3/4x1 3/4x3/16 E 2L3 1/2x3 1l2x3/8x1/2 <br /> "'• x m c 2L3x3x3/16x1/2 F L4x4z3/8 <br /> ch N m R <br /> W Nx - <br /> a J <br /> MATERIAL STRENGTH <br /> 160.0ft GRADE Fy Fu GRADE Fy Fu <br /> m Ili <br /> i• I I A53•13•46 146 ksi 167 ksi A36 136 ksi 158 ksi <br /> — <br /> x <br /> m <br /> TOWER DESIGN NOTES <br /> N ¢ 1. Tower is located in Pasco County,Florida. <br /> iE I I 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> m 3. Tower designed for a 138 mph basic wind in accordance with the TIA-222-H Standard. <br /> N I 4. Deflections are based upon a 60 mph wind. <br /> 140.0a 5. Tower Risk Category II. <br /> N 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> o; <br /> 7. TOWER RATING:82.4% <br /> O � <br /> 120.0 ft <br /> co ' <br /> E m <br /> 'a LL c? <br /> 113.3 ft <br /> m <br /> m <br /> ¢ 106.7 ft <br /> Z c \ <br /> N <br /> 100.0 It \ <br /> m <br /> v <br /> m <br /> a v it <br /> N J <br /> O _ <br /> P <br /> 2 r., <br /> � N <br /> O 80.0 If <br /> N J V) <br /> N P <br /> m 6 xX <br /> a ,n <br /> 70.0 ft <br /> z <br /> 60.0 It <br /> c� <br /> M <br /> f o <br /> m o 0 <br /> N N <br /> N M J 40.0 it ALL REACTIONS <br /> ARE FACTORED <br /> a <br /> MAX.CORNER REACTIONS AT BASE: <br /> 30.0 ft DOWN: 579828 lb <br /> SHEAR: 590951b <br /> Oq <br /> Z m UPLIFT. -508264lb <br /> zo.o If \ SHEAR: 53050 lb <br /> AXIAL <br /> x 82172 lb <br /> x <br /> a p SHEAR MOMENT <br /> \ 958731bj(� 102065011b-R <br /> 0.0 ft <br /> R TORQUE 79994 lb-ft <br /> " o REACTIONS-138 mph WIND <br /> N �T <br /> N q <br /> m N (7 t V a^ <br /> 9 O O l- LL A 3 <br /> Tower Engineering Professionals lob: <br /> Pasco County(VS)(BU 826548) <br /> 326 Tryon Road Project:TEP No.48167.359855 <br /> client.Crown Castle Drawn by: dkeller Ar p a: <br /> Raleigh, NC 27603 g <br /> Tower Engineering Professionals Phone:(919)661-6351 Code: TIA-222-H Date:08/11/20 scale' N <br /> FAX: 919 661-6350 Path.c+us�cm a enooamemsrtwxaoca ae,s�zss a,ar 3a:icr.e Dwg No. <br />