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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) 3 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,NC27603 Client Designedby <br /> Phone:(919)66]-6351 Cro.wn Castle �WB <br /> FAX:(919)661-6350 <br /> Tower Tawer Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type KBrace Horizontals Offset Of}'set <br /> End <br /> ft fr 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 /> TS 120.00-11333 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 /> TI 1 60.00�0.00 10.000 X Brace 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 XBrace No No 0.000 0.000 <br /> T14 20.00-0.00 10.000 XBrace No No 0.000 0.000 <br /> Tower Section Geometry (cont'd) <br /> Tower Leg Leg Leg Diagonal Diagonal Diagonal <br /> Elevarion Type Size Grade Type Size Grade <br /> � <br /> Tl 190.00-180.00 Pipe Pipe 2.5 STD A53-B-46 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�6 Equal Angle L2x2x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T3 160.00-140.00 Pipe Pipe 5 STD A53-B-06 Double Equal 2L2 1/2�c2 1/2x3/16x3/8 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T4 140.00-120.00 Pipe Pipe 8 STD A53-B-46 Equal Angle L3�x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> TS 120.00-113.33 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T6 113.33-106.67 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 2L3ac3x3/16x1/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/2x3 1/2x1/4 A36 <br /> , (46 ksi) (36 ksi) <br /> T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/2x3 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 1/2x3 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 1/2ac3 1l2x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> T12 40.00-30.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/2x3 1l2x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> T13 30.00-20.00 Pipe Pipe 12 STD A53-B�6 Double Equal 2L3 1/2x3 1/2x3/8x1/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T14 20.00-0.00 Pipe Pipe 12 XH A53-B�6 Equal Angle IAx4x3/S A36 <br /> (46 ksi) (36 ksi) <br /> Tower Section Geometry (cont'd) <br />� <br />
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