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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 /> ������Y Pasco County (VS) (BU 826548) 29 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,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle �WB <br /> FAX. (9l9)661-6350 <br /> Elevation Appurtenance Gav Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ° ° ft <br /> 140.00 HB-X-AW-23-33-0OT 19 12.645 0.831 0.026 10609 <br /> Bolt Design Data <br /> Section Elevation Component Bolt Bolt Size Number Maximum Allowable Rdtio Allawable Criteria <br /> No. Type Grade Of Load per Load Load Ratio <br /> ft in Bolts Bolt Ib Allowable <br /> Ib <br /> Tl 190 Leg A325N 0.750 4 2957.58 29820.60 0.099 1 Bolt Tension <br /> Diagonal A325N 0.500 2 2082.24 4995.70 0.417 1 Member Block <br /> Shear <br /> Top Girt A325N 0.500 1 1687.10 7952.16 0.212 1 Bolt Shear <br /> T2 180 Leg A325N 0.875 4 14004.80 40589.10 0.345 1 Bolt Tension <br /> Diagonal A325N 0.500 2 4216.22 5505.47 0.766 1 Member Block <br /> Shear <br /> Top Girt A325N 0.500 1 34.40 7952.16 0.004 1 Bolt Shear <br /> T3 160 Leg A325N I.000 6 18580.10 53014 40 0.350 1 Bolt Tension <br /> Diagonal A325X 0.750 1 10964.00 17943.80 0.611 1 Member Block <br /> Shear <br /> Top Girt A325N 0.750 1 346.01 17892.40 0.019 1 Bolt Shear <br /> T4 140 Leg A325N 1.500 4 43556.70 119282.00 0.365 1 Bolt Tension <br /> Diagonal A325N 0.625 2 6193.11 7697.46 0.805 1 Member Block <br /> Shear <br /> Top Girt A325N 0.625 1 2814 75 12425.20 0.227 1 Bolt Shear <br /> TS 120 Diagonal A325N 0.625 2 6331.40 7697 46 0.823 1 Member Block <br /> Shear <br /> Top Girt A325N 0.625 1 225635 12425.20 0.182 1 Bolt Shear <br /> T6 113.333 Diagonal A325N 0.625 2 6452.84 7697 46 0.838 1 Member Block <br /> Shear <br /> T7 106.667 Leg A325N 1.500 6 39162.90 119282.00 0.328 1 Bolt Tension <br /> Diagonal A325X 0.625 2 7038.21 15394.90 0.457 1 MemberBlock <br /> Shear <br /> T8 100 Leg A325N 1.500 6 48238.40 119282.00 0.404 1 Bolt Tension <br /> Diagonal A325N 0.750 2 8384.85 1250630 0.670 1 MemberBlock <br /> Shear <br /> Top Girt A325N 0.750 1 4240.95 17892.40 0.237 1 Bolt Shear <br /> T9 80 Diagonal A325N 0.625 2 8059 70 11622.70 0.693 1 Member Block <br /> Shear <br /> Top Girt A325N 0.625 1 4291.71 12425.20 0.345 1 Bolt Shear <br />' T10 70 Leg A325N 1.500 6 5796710 119282.00 0.486 1 BoltTension <br /> Diagonal A325X 0.625 2 9141.32 23245.30 0393 1 MemberBlock <br /> Shear <br /> Tll 60 Leg A325N 1.500 6 67590.00 119282.00 0.567 1 BoltTension � <br /> Diagonal A325N 0.750 2 9704.55 17892.40 0.542 1 Bolt Shear <br /> Top Girt A325N 0.750 1 5854.45 15768.80 0.371 1 Member Bearing <br /> T12 40 Diagonal A325N 0.750 2 9231 71 17892.40 0.516 1 Bolt Shear <br /> Top Girt A325N 0.750 1 550438 15768.80 0349 1 Member Bearing <br /> T13 30 Leg A325N 1.500 6 76962.80 119282.00 0.645 1 Bolt Tension <br /> Diagonal A325X 0.750 2 10497.60 33495.00 0313 1 Gusset Bearing <br /> T14 20 Diagonal A325N 0.750 2 10889.80 17892.40 0.609 1 Bolt Shear <br /> Top Girt A325N 0.750 1 5886.85 15768.80 0.373 1 Member Bearing <br /> I I <br />
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