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287.7R SYMBOL LIST <br /> _< \ MARK SIZE MARK SIZE <br /> 280.1 R /(�� A 2L2 1/2x2x3/16x5116 M 2L5x3x5/16x5/16 <br /> Z Z rn Ud N AI I// \ B 2L2 1/2:2 112XV4x5116 N 2L6x3.5x5/16'x5/16' <br /> Z d N 2725ft \tj� C 2L3x21120/4xl/4 O L21/2xl UW/16 <br /> m n m \ D 2121l2x3x1/4xl/4 P 21-21/2x2x3/16x1/4 <br /> m m <br /> c� n m E 21-21/2x3112x1/4x5/16 Q L21/2x24116 <br /> { n <br /> C in m m '•� N F 2L 3 1l2 x 4 x 1!4 x 1/4 R L2 112x21Ybc3116 <br /> i G 2L 3 x 31/2 x 1/4 x 1/4 S L31/2x21/20/4 <br /> H 21-3 V2x45/16x1/2 - T 2L31/2x31r2x1/4x5116 <br /> N <br /> 247.3 ft / I L3x2 1/2x1l4 U 2LD(L-tY2x3116x5116 <br /> 3 21-3 WX21JW/4x5116" V 2L21/2x21l2x3116x5116 <br /> 0Q q q N % K 2L3x2x3/16x5/16 W 1@ 10.4166 <br /> z z •-@� L 21-54 VDc5116x5/16 X 11@ 10.4667 <br /> N 2326 ft i <br /> m ❑ J o ❑ x m 3 'a `\ MATERIAL STRENGTH <br /> 222.2ft GRADE Fy Fu GRADE Fy Fu <br /> X < r <br /> m Z m / %/�\ I A572-50 150 ksi 165 ksl A36 136 ksl 58 ksi <br /> Y�i mcNi \ <br /> W AN 2096 RR <br /> N N n TOWER DESIGN NOTES <br /> 1. Tower is located in Pasco County,Florida. <br /> z J 1970 RR 2. Tower designed for.Exposure C to the TIA-222-H Standard. <br /> 3. Tower designed for a 138 mph basic wind in accordance with the TIA-222-H Standard. <br /> m N r 4. Deflections are based upon a 60 mph wind. <br /> LL a a %N 5. Tower Risk Category II. <br /> a 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> 181.3 ft \ 7. TIA-222-H Annex S " <br /> m 8. TOWER RATING:97.7% <br /> s m 0 z a X m i x <br /> 'x 170.8ft <br /> v <br /> 4 v <br /> 2 z kn N \ <br /> O 146.8 ft <br /> m <br /> Q X A N <br /> N � <br /> F A p N <br /> X K �•Ny- m <br /> N N J 121.7 R <br /> N <br /> x \ <br /> G N <br /> lh y <br /> N f-m N <br /> X x <br /> J N t \ <br /> Q N <br /> Z N 96.6 R / <br /> K N O \ <br /> tp N Iq a <br /> C m <br /> h O <br /> N 7 N <br /> N V 71.5 ft <br /> N ^• /\ ALL REACTIONS <br /> ARE FACTORED <br /> N - 51.4 ft / MAX.CORNER REACTIONS AT BASE: <br /> DOWN: 598 K <br /> 9; N SHEAR: 107 K <br /> UPLIFT.- -479 K <br /> 31.3 R ' SHEAR: 91 K <br /> m A <br /> m=f? <br /> N N N N AXIAL <br /> x ' m x <br /> �` m 270K <br /> J m'N N N <br /> SHEAR/ MOMENT <br /> N N N N 255 K 34157 kip-ft <br /> N 0.0 ft <br /> TORQUE 408 kip-ft <br /> REACTIONS-138 mph WIND <br /> rn V' ig <br /> wUB o oc7 Hxov'9 in m`� <br /> �m <br /> m J o o _¢ ¢ <br /> Tectonic ob:9800.816298,Phase 3 <br /> .ecto' 1279 Route 300 Projeu:BU 816298-ZEPHYRHILLS <br /> C11enl:Crown Castle ° <br /> Newburgh,NY 12550 ,a,, 9 by:Mahesh Chillar a App'd: <br /> Phone:(845)567-6656 Code:TIA-222-H Da1.:02/08/19 scale: NTS <br /> FAX: 845 567-8703 Piave]emrtwal M a n—No.E-1 <br />