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17-18181
Zephyrhills
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2017
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17-18181
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Last modified
12/12/2017 12:54:14 PM
Creation date
12/12/2017 12:53:49 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
17-18181
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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Job Page <br /> ������� Pasco County(VS) (BU 826548) 3 of 35 <br /> TowerEngineering Project Date <br /> Professionals,Inc. TEP No.48167.104472 10:01:41 12/21/16 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6357 Crown Castle Kell E. Hoiness, <br /> FAX.(919)661-6350 y <br /> E.I. <br /> Tower Tower Dia�onal Bracin,� Has Has Top Gir1 Boltom Gir[ <br /> Section Elevation Spacing Type KBrace HoriZontals Ojfset Offset <br /> End <br /> ft ft Panels in in <br /> T2 180.00-160.00 5.000 X Brace No No 0.000 0.000 <br /> T3 160.00-140.00 6.667 X Brace No No 0.000 0.000 <br /> T4 140.00-120.00 6.667 X Brace No No 0.000 0.000 <br /> T5 120.00-113.33 6.667 X Brace No No 0.000 0.000 <br /> T6 11333-106.67 6.667 X Brace No No 0.000 0.000 <br /> T7 106.67-100.00 6.667 X Brace No No 0.000 0.000 <br /> T8 100.00-80.00 10.000 X Brace No No 0.000 0.000 <br /> T9 80.00-70.00 10.000 X Brace No No 0.000 0.000 <br /> T10 70.00-60.00 10.000 X Brace No No 0.000 0.000 <br /> T11 60.00-40.00 10.000 XBrace No No 0.000 0.000 <br /> T12 40.00-30.00 10.000 XBrace No No 0.000 0.000 <br /> T13 30.00-20.00 10.000 X Brace No No 0.000 0.000 <br /> T14 20.00-0.00 10.000 X Brace No No 0.000 0.000 <br /> Tower Section Geometr cont'd <br /> Tower Leg Leg Leg Diagonal Uiagonal Diagonal <br /> F.levatinn Type Size Grade Tyne Size Grade <br /> jt <br /> Tl 190.00-180.00 Pipe P�pe 2.5 STD A53-B�6 Equal Angle Ll 3/4x1 3/4x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T2 180.00-160.00 Pipe PIPE 3.5 STD A53-B-46 Equal Angle L2x2x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T3 160.00-140.00 Pipe Pipe 5 STD A53-B-46 Double Equal 2L2 1/2x2 1/2x3/16x3/8 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T4 140.00-120.00 Pipe Pipe 8 STD A53-B�6 Equal Angle I�x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> TS 120.00-11333 Pipe Pipe 8 STD A53-B-46 Equal Angle I3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T6 11333-106.67 Pipe Pipe 8 STD A53-B�6 Equal Angle L3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T7 106.67-100.00 Pipe Pipe 8 STD A53-B�6 Double Equal 2L3x3x3/16x1/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B�6 Equal Angle I3 1/2x3 1/2x1/4 A36 <br /> (46 ksi) (36 ksi) <br /> T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-B116 Equal Angle L3 1/2x3 1/2x1/4 A36 <br /> (46 ksi) (36 k.ei) <br /> T10 70.00-60.00 Pipe Pipe 10 STD(SCH40) A53-B�6 Double Equa1 2L3 1/2x3 1/2x1/4x1/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> Tl l 60.00�0.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> T12 40.00-30.00 Pipe Pipe 12 STD A53-B-46 Equal Angle I3 1/2x3 1/2x3l8 A36 <br /> (46 ksi) (36 ksi) <br /> T1330.00-20.00 Pipe Pipe 12 STD A53-B-46 DoubleEqual 2L3 1/2x3 1/2x3/8x1/2 A36 <br /> (46 ksi) Angle (36 k.ei) <br /> T14 20.00-0.00 Pipe Pipe 12 XH A53-B-46 Equal Angle L,4x4x3/8 A36 <br /> (46 ksi) (36 k.si) <br /> _ <br /> � _ _Tower Section_Geometr cont'd 1 <br />
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