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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) 4 of 35 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No.48167.104472 10:01:41 12/21/16 <br /> 326 Tryon Raad <br /> Raleigh,NC27603 Client Designedby <br /> Phone:(979)66]-6351 Crown Castle Kell E. Hoiness, <br /> FAX.(919)661-6350 y <br /> E.I. <br /> Tower Top Gir( Top Gir! Tap Gir[ Bollom Gir1 Bo[!am Gin Bo[!am Gir1 <br /> Elevation Type Size Grade Type Size Grade <br /> �� <br /> Tl 190.00-180.00 Equa]Angle L3 1/2x3 1/2x1/4 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T2 180.00-160.00 Equal Angle I3 1/2x3 1/2x1/4 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T3 160.00-140.00 Equa1 Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T4 140.00-120.00 Equa]Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> TS 120.00-113.33 Equal Angle L4x4x3/8 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T8 100.00-80.00 Equal Angle L4x4x3/8 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T9 80.00-70.00 Equa]Angle ISx5x5/16 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> TI I 60.00�0.00 Equal Angle LSx5x5/16 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> T1240.00-30.00 Equa]Angle I,Sx5x5/16 A36 Solid Round A36 <br /> ' (36 ksi) , (36 ksi) <br /> T14 20.00-0.00 Equal Angle LSx5x5/16 A36 Solid Round A36 <br /> (36 ksi) (36 ksi) <br /> � � Tower Section Geometr cont'd <br /> Tower Gussel Gusset Gusse[Grade Adjusl.Factor Adjust. Wei�h1 Mul[. Double Angle Dauble Angle Double Angle <br /> Elevatian Area Thickness Af Factar S�itch Bolt Stirch Bolt Stitch Bolt <br /> (per face) � A, Spacing Spacing Spacing <br /> Diaganals Horizontals Redundnnts <br /> f� f� in in in in <br /> Tl 0.00 0.375 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 190.00-180.00 (36 ksi) <br /> T2 0.00 0.375 A36 1.03 1 I.OS 0.000 0.000 36.000 <br /> 180.00-160.00 (36 ksi) <br /> T3 0.00 0.375 A36 1.03 1 1.05 Third-Pt 0.000 36.000 <br /> 160.00-140.00 (36 ksi) <br /> T4 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 140.00-120.00 (3(]�) <br /> TS 0.00 0.500 A36 1.03 I I.OS 0.000 0.000 36.000 <br /> 120.00-113.33 (36 ksi) <br /> T6 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 113.33-106.67 (36 ksi) <br /> T7 0.00 0.500 A36 1.03 1 1.05 Third-Pt 0.000 36.000 <br /> 106.67-100.00 (36 ksi) <br /> T8 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 100.00-80.00 (36 ksi) <br /> T9 80.00-70.00 0.00 0.500 A36 1.03 1 1.OS 0.000 0.000 36.000 <br /> , (36 ksi) <br /> T10 0.00 0.500 A36 1.03 1 1.05 Third-Pt 0.000 36.000 <br /> 70.00-60.00 (36 ksi) <br /> Tll 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 60.00-40.00 (36 ksi) <br /> T12 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> 40.00-30.00 (36 ksi) <br /> T13 0.00 0.500 A36 1.03 1 1.05 Third-Pt 0.000 36.000 <br /> 30.00-20.00 - (36 ksi) <br /> T14 20.00=0.00 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 36.000 <br /> (36 ksi) - <br />
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