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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 Pag� <br /> ����"��'� Pasco County{VS} {BU 826548} 4 of 34 <br /> 2'ower Ertgineering project Date <br /> Professionals TEP No.4$167.99008 09:39:06 1 011 011 6 <br /> 326 Tryon Rd. <br /> RaZeigh,NC27603 Glient Designed by <br /> Phone:(919)66I-6351 Crown Castle �WB <br /> FAX. (919)661-6350 <br /> Tower Top Girt Tap Girt Top Girt Bottam Girt Battom Girt Bottom Girt <br /> Eteva2ion Type Size Grade Type Size Grade <br /> � <br /> Tl 19Q.00-180.00 Equal An$le L3 1l2x3 1/2x]/4 A36 Solid Round A36 <br /> (36 ksi} (36 ksi} <br /> T2 180.00-160.00 Equal Angle L3 1/2x3 1/2x1/4 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T3 160.60-140.04 Equal Angle L3 1J2ac3 1t2x3t8 A36 SoIid Round A36 <br /> (36 ksi) (36 ksi) <br /> ; T4 140.00-120.00 Equal Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 <br /> (36 ksi} (36 ksi) <br /> TS 120.00-11333 Equal Angle L4x4x3/8 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T8 lOQ.Od-8D.00 Equal Angle L4x4x3t$ A36 Solid Round A36 <br /> (36 ksi) (36 ksi} <br /> T9 80.00-70.00 Equal Angle L5x5�c5/16 A36 Solid Round A36 <br /> (36 ksi} {36 ksi) <br /> Tl 1 60.00-4d.00 EquaI Angle LS�c5x5/16 A36 Sotid Round A36 <br /> (3G ksi) (36 ksi) <br /> TI2 40A4-30.04 Bquai Angie LS7c5x5fi6 A36 Solid Round A36 <br /> (36 ksi} (36 ksi} <br /> T14 20.00-0.00 Equal Angle LSx5x5/16 A36 Solid Raund A36 <br /> j {36 ksi) {36 ksi) <br /> Tower Section Geometry (cont'd) <br /> ITower Gusset Gusset Gusset Crade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Af Pactor Stitch Bolt Stitch Balt Slitch Bolt <br /> (perface) A, Spacin$ Spacing Spacing <br /> Diagonals HarizontaCs Redundants <br />, ft ftz in in in in <br />� Ti 4.d4 0.375 A36 1.03 I I.45 O.OQd 0.044 36.000 <br /> 190.00-180.00 (36 ksi) <br /> T2 0.00 0.375 A36 1.03 ] 1.05 0.000 0.000 36.000 <br /> 180.Od-160.00 (36 ksi} , <br /> T3 0.00 0.3?5 A36 1.03 1 1.OS Third-Pt 0.000 36.000 <br /> 160.00-140.00 (36 ksi) <br /> T4 d.4Q QS00 A3b lA3 1 1.45 O.d00 0.000 36.ddd <br /> 140.00-120.00 (36 ksi) <br /> T5 p.00 O.S00 A36 1.03 1 1.p5 0.000 0.000 36.000 <br /> 120.00-113.33 (36 ksi} <br /> T6 0.00 0.500 A36 1.03 I 1.05 d.000 O.00a 36.000 <br /> i 113.33-106.67 (36 ksi) - • <br /> T7 d.4d d.500 A36 1.03 1 1.05 Third-Pt o.000 36.400 <br /> 106.67-IOQ.00 (3b ksi} <br />' T8 0.00 O.S00 A36 1.03 1 I.p5 O.00q 0.000 36.000 <br /> 104A0-80.00 {36 ksi) <br /> T9 80.00-70.00 0.00 0.500 A36 1.Q3 1 1.05 o.aao a.aao 36.00Q <br /> (36 ksi) <br /> T14 Q.00 0.500 A36 1.03 1 1.05 Third-Pt 0.000 36.000 <br /> ?O.Od-6Q.04 {36 ksi} <br /> Tll 0.00 O.S00 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 60.00110.00 (36 ksi) <br /> I T12 4.Q0 O.S00 A36 1.03 I 1.05 4.000 4.0(IQ 36A00 <br /> 4q.00-30.00 (36 ksi) <br /> T13 Q.00 0.500 A36 1.03 1 1.q5 Third-Pt 0.000 36.000 <br /> 34.04-20.04 (3b ksi} <br /> T1420.00-0.00 0.00 0.500 A36 1.03 1 1.d5 0.000 0.000 36.000 <br /> (36 ks�i) <br />
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