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19-20182
Zephyrhills
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2019
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19-20182
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Last modified
9/19/2019 8:33:09 AM
Creation date
9/18/2019 10:35:03 AM
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Permit #
19-20182
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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d' Job Page <br /> tnxT®we <br /> Zephyrhills (BU 816298) 43 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tgon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle on aobre <br /> FAX:(919)661-6350 9 <br /> Section Elevation Si=e L L„ Kl/r A P„ Ratio <br /> No. P„ <br /> ft J? ft i,r= lb 16 �p <br /> 31.334 <br /> T16 31.334-0 2L5x5x3/8x1/2 26.59 8.86 68.3 4.85 81911 211043 0.388' <br /> P„ /�P„controls <br /> Horizontal Design Data Tension <br /> Section Elevation St_e L L„ Kl/r A P„ Ratio <br /> No. P„ <br /> ft ft ft in= lb Ib �P„ <br /> T2 280.084- 2L21/2x2x3/16x5/16 10.94 5.26 79.6 0.97 1981 42056 0.047' <br /> 272.5 <br /> T3 272.5- 2L2x2x3/16x5/16 13.43 6.28 126.5 0.83 4038 35939 0.112' <br /> 247.333 <br /> T4 247.333- 2L21/2x2x3/16x5/16 15.89 7.38 115.2 0.97 6020 42056 0.143' <br /> 232.583 <br /> T5 232.583- 2L5x31/2x5/16x5/16 16.81 7.75 67.6 3.43 6832 149106 0.046' <br /> 222.166 <br /> T6 222.166- 2L3x2x3/16x5/16 18.09 8.39 122.2 1.11 7904 48173 0.164' <br /> 209.583 <br /> T8 197-181.3 2L5x3x5/16x5/16 21.20 10.27 103.1 3.19 13730 138911 0.099' <br /> T9 181.3- 2L6x3.5x5/16"x5/16" 23.14 10.91 99.4 3.90 16548 169497 0.098' <br /> 170.833 <br /> T10 170.833- 2L3 1/2x2 1/2xl/4x5/16 24.44 11.56 133.9 1.83 19270 79523 0.242' <br /> 146.75 <br /> T11 146.75- 2L5x3 1/2x5/16x5/16 27.41 13.05 112.1 3.43 22700 149106 0.152' <br /> 121.667 <br /> T12 121.667- 2L4x3xl/4xl/4 30.51 14.60 144.1 2.20 26050 95836 0.272' <br /> 96.5843 <br /> T13 96.5843-71.5 2L4x3 1/2x5/16x1/4 33.61 16.15 157.0 2.96 30665 128716 0.238' <br /> T14 71.5-51.417 2L3 1/M 1/2xl/4 36.71 18.02 225.7 1.83 33277 79687 0.418' <br /> T15 51.417- 2L31/2x21/2xl/4 39.19 19.26 241.3 1.83 35921 79687 0.451 ' <br /> 31.334 <br /> T16 31.334-0 2L6x4x7/16xl/2 41.67 14.88 109.4 5.70 77915 248001 0.314' <br /> P„ /�P„controls <br /> Top Girt Design Data Tension <br /> Section Elevation Si_e L L„ KUr A P„ Ratio <br /> No. P„ <br /> ft ft ft id Ib 1b -p" <br /> T1 287.667- L3x21/2xl/4 10.00 4.56 76.5 0.82 518 35602 0.015' <br /> 280.084 <br /> T3 272.5- L5x3xl/4 11.87 5.50 79.8 1.29 3035 56156 0.054' <br /> 247.333 <br /> T4 247.333- 2L31/2x21/2xl/4x5/16 14.98 7.05 82.1 1.83 5369 79523 0.068' <br /> 232.583 <br /> T7 209.583-197 2L3x2x3/16x5/16 19.65 9.17 133.1 1.11 9498 48173 0.197' <br />
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