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19-21329
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2019
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19-21329
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Last modified
4/26/2020 9:01:50 AM
Creation date
4/13/2020 12:59:01 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
19-21329
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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WxTower Job Pasco County(VS) (BU 826548) Page3 of 27 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.253288 12:08:49 04/24/19 <br /> 326 Tryon Rd <br /> Raleigh,NC Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 zschartraw <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type KBrace Horizontals Offset Offset <br /> End <br /> ft ft Panels in in <br /> 12 180.00-160.00 5.00 X Brace No No 0.0000 0.0000 <br /> 13 160.00-140.00 6.67 X Brace No No 0.0000 0.0000 <br /> T4 140.00-120.00 6.67 X Brace No No 0.0000 0.0000 <br /> T5 120.00-113.33 6.67 X Brace No No 0.0000 0.0000 <br /> T6 113.33-106.67 6.67 X Brace No No 0.0000 0.0000 <br /> 77 106.67-100.00 6.67 X Brace No No 0.0000 0.0000 <br /> T8 100.00-80.00 10.00 X Brace No No 0.0000 0.0000 <br /> T9 80.00-70.00 10.00 X Brace No No 0.0000 0.0000 <br /> TIO 70.00-60.00 10.00 X Brace No No 0.0000 0.0000 <br /> Tl 1 60.0040.00 10.00 X Brace No No 0.0000 0.0000 <br /> T12 40.00-30.00 10.00 X Brace No No 0.0000 0.0000 <br /> T13 30.00-20.00 10.00 X Brace No No 0.0000 0.0000 <br /> T14 20.00-0.00 10.00 X Brace No No 0.0000 0.0000 <br /> Tower Section Geometry cont'd <br /> Tower Leg Leg Leg Diagonal Diagonal Diagonal <br /> Elevation Type Size Grade Type Size Grade <br /> ft <br /> TI 190.00-180.00 Pipe Pipe 2.5 STD A53-13-46 Equal Angle Ll 3/4x1 3/4x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> 72 180.00-160.00 Pipe PIPE 3.5 STD A53-13-46 Equal Angle L2x2x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T3 160.00-140.00 Pipe Pipe 5 STD A53-13-46 Double Equal 21-2 1/2x2 1/20/160/8 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T4 140.00-120.00 Pipe Pipe 8 STD A53-13-46 Equal Angle L3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T5 120.00-113.33 Pipe Pipe 8 STD A53-13-46 Equal Angle L3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T6 113.33-106.67 Pipe Pipe 8 STD A53-13-46 Equal Angle L3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T7 106.67-100.00 Pipe Pipe 8 STD A53-B-46 Double Equal 2L3x3x3/16x1/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-13-46 Equal Angle L3 I/2x3 I/2xI/4 A36 <br /> (46 ksi) (36 ksi) <br /> T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-13-46 Equal Angle L3 1/20 1/2x1/4 A36 <br /> (46 ksi) (36 ksi) <br /> T10 70.00-60.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Double Equal 2L3 1/20 1/2xl/4xl/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> Tl 1 60.00-40.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 I/2x3 1/2x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> T12 40.00-30.00 Pipe Pipe 12 STD A53-13-46 Equal Angle L3 1/20 I/2x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> T13 30.00-20.00 Pipe Pipe 12 STD A53-13-46 Double Equal 2L3 1/2x3 1/2x3/8xl/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T14 20.00-0.00 Pipe Pipe 12 XH A53-13-46 Equal Angle L4x4x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> Tower Section Geometry cont'd <br />
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