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19-20182
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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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Wxd owed" Job Page <br /> Zephyrhills (BU 816298) 45 of 52 <br /> To)ver Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tiyon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle onbre <br /> FAX:(919)661-6350 ao g <br /> Section Elevation Size L L„ Kl/r A P„ Ratio <br /> No. P„ <br /> ft ft ft nr' lb lb �P„ <br /> T16 31.334-0 2L3x3xl/4xl/2 10.90 10.57 137.6 2.90 6309 94074 0.067' <br /> P„ /rP„controls <br /> Redundant Diagonal 1 Design Data Tension <br /> Section Elevation Size L L„ Kl/r A P„ Ratio <br /> No. P„ <br /> ft ft ft in-, lb lb �P <br /> T3 272.5- L2 1/2x2x3/16 6.97 6.48 129.7 0.81 277 26212 0.011 ' <br /> 247.333 <br /> T5 232.583- L2 1/2x2x3/16 6.50 5.95 119.0 0.81 599 26212 0.023' <br /> 222.166 <br /> T6 222.166- L2 1/2x2 1/2x3/16 7.54 6.93 106.9 0.90 766 29225 0.026' <br /> 209.583 <br /> T7 209.583- 197 L2 1/2x2 1/2x3/16 7.76 7.19 110.9 0.90 1081 29225 0.037' <br /> TS 197-181.3 21-2 1/2x2x3/16x1/4 9.22 8.59 129.9 1.62 1225 52397 0.023 ' <br /> T9 181.3- L21/2x21/2x3/16 7.57 7.11 109.7 0.90 1295 29225 0.044' <br /> 170.833 <br /> T10 170.833- 21-21/2x2x3/16x1/4 8.80 7.99 120.9 1.62 2328 52397 0.044' <br /> 146.75 <br /> T11 146.75- 2L21/2x2x3/16xl/4 9.31 8.55 129.3 1.62 2991 52397 0.057' <br /> 121.667 <br /> T12 121.667- 2L21/2x2x3/16xl/4 9.54 8.85 133.9 1.62 3580 52397 0.068' <br /> 96.5843 <br /> T13 96.5843-71.5 2L2 1/2x2x3/16xl/4 9.80 9.16 138.6 1.62 4145 52397 0.079' <br /> T14 71.5-51.417 2L21/2x2x3/16x1/4 8.80 8.29 125.5 1.62 4122 52397 0.079' <br /> T15 51.417- 2L21/2x2x3/16xl/4 9.08 8.58 129.9 1.62 4540 52397 0.087' <br /> 31.334 <br /> T16 31.334-0 L21/2x21/2xl/4(rz) 8.46 7.57 188.5 1.19 7341 38556 0.190' <br /> P„ /�P„controls <br /> Redundant Diagonal 2 Design Data Tension <br /> Section Elevation Sce L L„ Kl/r A P„ VII Ratio <br /> No. P„ <br /> ft ft ft in' lb lb W, <br /> T10 170.833- 2L21/2x2x3/16xl/4 11.10 10.62 160.7 1.62 1605 52397 0.031 ' <br /> 146.75 <br /> T11 146.75- 2L21/2x2x3/16xl/4 12.02 11.56 174.9 1.62 2024 52397 0.039' <br /> 121.667 <br /> T12 121.667- 21-21/2x2x3/16x114 12.78 12.34 186.7 1.62 2460 52397 0.047' <br /> 96.5843 <br /> T13 96.5843-71.5 2L21/2x2x3/16xl/4 13.58 13.16 199.1 1.62 2932 52397 0.056' <br /> T14 71.5-51.417 2L21/2x2x3/16x1/4 11.70 11.30 170.9 1.62 3652 52397 0.070' <br /> T15 51.417- 21-21/2x2x3/16xl/4 12.22 11.82 178.8 162 4073 52397 0.078' <br /> 31.334 <br /> T16 31.334-0 L3x3x3/16(rz) 10.37 19.87 202.0 1.09 4503 35316 0.127' <br />
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