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14-15583
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2014
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14-15583
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Last modified
8/19/2015 8:59:18 AM
Creation date
8/19/2015 8:58:26 AM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
14-15583
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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f ' <br /> :\ <br /> s <br /> ������ Job Page <br /> Pasco Co nty (VS) (BU 826548) 3 of 25 <br /> Tower Engineering Project �ate <br /> Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designedby <br /> Phone:(919)661-6357 rown Castle <br /> FAX. (919)661-6350 mkirchner <br /> Tower Tower Diagonal Bracing as Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K race HoriZOntals OJj§et Offset <br /> nd <br /> ft ft P nels in in <br /> T2 180.00-160.00 5.000 X Brace o No 0.000 0.000 <br /> T3 160.00-140.00 6.667 X Brace o No 0.000 0.000 <br /> T4 140.00-120.00 6.667 X Brace o No 0.000 0.000 <br /> TS 120.00-113.33 6.667 X Brace o No 0.000 0.000 <br /> T6 11333-106.67 6.667 X Brace o No 0.000 0.000 <br /> T7 106.67-100.00 6.667 X Brace o No 0.000 0.000 <br /> T8 100.00-80.00 10.000 X Brace o No 0.000 0.000 <br /> T9 80.00-70.00 10.000 X Brace o No 0.000 0.000 <br /> T10 70.00-60.00 10.000 X Brace o No 0.000 0.000 <br /> Tl l 60.00�0.00 10.000 X Brace o No 0.000 0.000 <br /> T12 40.00-30.00 10.000 XBrace o No 0.000 0.000 <br /> T13 30.00-20.00 10.000 X Brace o No 0.000 0.000 <br /> T14 20.00-0.00 10.000 XBrace o No 0.000 0.000 <br /> Tower Section eometr (cont'd <br /> Totiver Leg Leg Leg Diagonal Diagonal Diagonal <br /> E[evation Type Size Grade Type Size Grade <br /> h <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 L2�x3/16 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-46 Equal Angle L3x3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> TS 120.00-11333 Pipe Pipe 8 STD A53-B�6 Equal Angle L3�c3x3/16 A36 <br /> (46 ksi) (36 ksi) <br /> T6 11333-106.67 Pipe Pipe 8 STD A53-B-06 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 2L3x3�c3/16x1/2 A36 <br /> (46 ksi) Angle (36 ksi) <br /> T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B�6 Equal Angle 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�6 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�6 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�6 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�6 Equal Angle L3 1/2x3 1/2x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> T13 30.00-20.00 Pipe Pipe 12 STD A53-B� 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-4 Equal Angle I.4x4x3/8 A36 <br /> (46 ksi) (36 ksi) <br /> Tower Section eometry (cont'd) <br /> , <br /> . <br /> � <br /> � - � - <br /> - - <br />
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