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20-22465
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2020
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20-22465
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Last modified
6/22/2021 8:33:01 AM
Creation date
3/29/2021 2:18:49 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
20-22465
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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Job Page <br /> t�t'xI Uwer Pasco County (VS) (BU 826548) 24 of 31 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.314456 10:28:19 10/21/19 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 cdcrook <br /> Comb. Description <br /> No. <br /> 18 1.2 Dead+1.0 Wind 240 deg-No Ice <br /> 19 0.9 Dead+1.0 Wind 240 deg-No Ice <br /> 20 1.2 Dead+1.0 Wind 270 deg-No Ice <br /> 21 0.9 Dead+1.0 Wind 270 deg-No Ice <br /> 22 1.2 Dead+1.0 Wind 300 deg-No Ice <br /> 23 0.9 Dead+1.0 Wind 300 deg-No Ice <br /> 24 1.2 Dead+1.0 Wind 330 deg-No Ice <br /> 25 0.9 Dead+1.0 Wind 330 deg-No Ice <br /> 26 Dead+Wind 0 deg-Service <br /> 27 Dead+Wind 30 deg-Service <br /> 28 Dead+Wind 60 deg-Service <br /> 29 Dead+Wind 90 deg-Service <br /> 30 Dead+Wind 120 deg-Service <br /> 31 Dead+Wind 150 deg-Service <br /> 32 Dead+Wind 180 deg-Service <br /> 33 Dead+Wind 210 deg-Service <br /> 34 Dead+Wind 240 deg-Service <br /> 35 Dead+Wind 270 deg-Service <br /> 36 Dead+Wind 300 deg-Service <br /> 37 Dead+Wind 330 deg-Service <br /> Maximum Tower Deflections - Service Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> T1 190-180 4.807 27 0.2318 0.0200 <br /> T2 180-160 4.315 27 0.2271 0.0213 <br /> T3 160-140 3.370 27 0.2026 0.0239 <br /> T4 140-120 2.569 27 0.1683 0.0238 <br /> T5 120-113.333 1.873 26 0.1443 0.0209 <br /> T6 113.333-106.667 1.663 26 0.1350 0.0194 <br /> T7 106.667-100 1.466 26 0.1251 0.0178 <br /> T8 100-80 1.291 26 0.1146 0.0167 <br /> T9 80-70 0.827 26 0.0911 0.0127 <br /> T I0 70-60 0.630 26 0.0784 0.0105 <br /> Tl 1 60-40 0.472 26 0.0652 0.0093 <br /> T12 40-30 0.219 26 0.0425 0.0059 <br /> TI 3 30-20 0.126 26 0.0307 0.0041 <br /> T14 20-0 0.068 26 0.0186 0.0032 <br /> Critical Deflections and Radius of Curvature - Service Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in oft <br /> 190.00 CMA-BDHH/6521/EO-6 w/Mount 27 4.807 0.2318 0.0200 445363 <br /> Pipe <br /> 171.00 DBXNH-6565B-R2M w/Mount 27 3.877 0.2185 0.0226 50660 <br /> Pipe <br /> 160.00 (2)MX06FRO860-02 w/Mount 27 3.370 0.2026 0.0239 26818 <br /> Pipe <br /> 148.00 APXVERR18-C w/Mount Pipe 27 2.874 0.1813 0.0242 37903 <br /> 140.00 HB-X-AW-23-33-OOT 27 2.569 0.1683 0.0238 53933 <br />
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