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17-18195
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17-18195
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Last modified
12/12/2017 1:17:00 PM
Creation date
12/12/2017 1:16:35 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
17-18195
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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Job Page <br /> ����'��� Pasco County (VS) (BU 826548) 8 of 34 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.99008 09:39:06 10/10/16 <br /> 326 Tryon Rd. <br /> Raleigh,NC 27603 Ciient Designed by <br /> Phone:(919.)661-6351 Crown Castle �WB <br /> FAX. (919).661-6350 <br />� Placement Face Lateral �f C,tAA Weight <br /> Descripkon Face Allow Component <br /> or Shield Type Offset Offset <br /> �g ft in (Frac FW) f��1t Pf <br /> 7919A(17/64") A No CaAa(In Face) 150.00-0.00 0.000 0.44 3 No Ice 0.00 0.030 <br /> 004E6F-31331 A No CaAa(In Face) 150.00-0.00 0.000 0.44 3 No Ice 0.00 0.021 <br /> -29(1/4'� <br /> ATCB-BO 1(5/ B No CaAa(In Face) 171.00-0.00 2.500 -0.35 3 No Ice 0.00 0.075 <br /> 16") <br /> WR-VG86ST- B No CaAa(In Face) 171.00-0.00 2.500 -0.32 1 No Ice 0.00 0.584 <br /> BRD(3/4'� <br /> WR-VG86ST- B No CaAa(In Face) 171.00-0.00 2.500 -037 1 No Ice 0.00 0.584 <br /> BRD(3/4'� <br /> 12 PAIR( B No CaAa(In Face) 171.00-0.00 2.500 -0.27 1 No Ice 0.00 0.080 I <br /> 3/8") <br /> **� <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Totiver Face AR AF C,{A,� C,{AA Weight I� <br /> Section Elevation In Face Out Face <br /> ft ftz ftZ ftz ftz Ib <br /> Tl 190.00-180.00 A 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 5375 0.000 42.20 <br /> C 0.000 0.000 30344 0.000 154.54 <br /> T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 49.184 0.000 274.62 <br /> C 0.000 0.000 60.688 0.000 309.08 <br /> T3 160.00-140.00 A 0.000 0.000 68.970 0.000 286.93 <br /> i B 0.000 0.000 80.630 0.000 430.26 <br /> C 0.000 0.000 60.688 0.000 309.08 <br /> T4 140.00-120.00 A 0.000 0.000 80.420 0.000 369.06 <br /> B 0.000 0.000 80.630 0.000 430.26 <br /> C 0.000 0.000 94.448 0.000 487.48 ' <br /> TS 120.00-11333 A 0.000 0.000 26.807 0.000 123.02 I <br /> B 0.000 0.000 26.877 0.000 143.42 <br /> C 0.000 0.000 31483 0.000 162.49 I <br /> T6 11333-106.67 A 0.000 0.000 26.807 0.000 123.02 <br /> B 0.000 0.000 26.877 0.000 143.42 <br /> C 0.000 0.000 31.483 0.000 162.49 <br /> T7 106.67-100.00 A 0.000 0.000 26.807 0.000 123.02 <br /> B 0.000 0.000 26.877 0.000 143.42 <br /> C 0.000 0.000 31.483 0.000 162.49 <br /> T8 100.00-80.00 A 0.000 0.000 80.420 0.000 369.06 <br /> B 0.000 0.000 80.630 0.000 430.26 <br /> C 0.000 0.000 94.448 0.000 487 48 <br /> T9 80.00-70.00 A 0.000 0.000 40.210 0.000 184.53 <br /> B 0.000 0.000 40315 0.000 215.13 <br /> C 0.000 0.000 47.224 0.000 243.74 <br /> T10 70.00-60.00 A 0.000 0.000 40.210 0.000 184.53 - <br /> B 0.000 0.000 40315 0.000 215.13 <br /> C 0.000 0.000 47.224 0.000 243.74 <br /> Tll 60.00-40.00 A 0.000 0.000 80.420 - 0.000 369.06 <br /> B 0.000 0.000 80.630 0.000 430.26 <br /> C 0.000 0.000 94.448 0.000 487 48 <br /> T12 40.00-30.00 A 0.000 0.000 40.210 0.000 184.53 <br /> B 0.000 0.000 40.315 0.000 215.13 <br /> C 0,000 0.000 47.224 0.000 243.74 <br /> T13 30.00-20.00 A 0.000 0.000 40.210 0.000 184.53 <br /> B 0.000 0.000 40315 0.000 215.13 <br /> C 0.000 0.000 47.224 0.000 243.74 <br />
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