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6217 8TH ST
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6217 8TH ST
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Last modified
5/1/2017 9:18:47 AM
Creation date
5/1/2017 8:59:16 AM
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Building Plans
Street #
6217 8TH ST
Location
8TH ST
Owner
BELL SOUTH
Building Plans - Permit #
7848B
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� � <br /> 1 , i <br /> I � <br /> [1690472.12] 190 FT SS TOWER - ZEPHYRHILLS. FL <br /> MAST GEOMETRY I <br /> ' • X 3� 0 0 100 21i33 13.00 10.00 <br /> X 3� 0 100 160 13i00 8.00 6.67 <br /> X 3 0 160 190 8.00 8.00 5.00 <br /> ' pAb1EL PROPERTIES� � <br /> ' � SEC 1 <br /> 0 10 10 20 0 0 0 0 0 / <br /> 10�20 10 20 30 0 �0 0 0 /SEC 1 <br /> 20�30 11 21 0 0 4� 0 0 /SEC 2 ' <br /> ' 301 40 11 21 30 0 �0 0 0 /SEC 2 <br /> 4Q; 50 11 21 0 0 0 0 0 /SEC 3 <br /> SOI60 11 21 30 Oi0 0 0 /SEC 3 <br /> ' 6CI 70 12 22 0 OIO 0 0 /SEC 4 <br /> 7G 80 12 22 30 0;0 0 0 /SEC 9 <br /> Bd 90 12 22 0 0 0 0 0 /SEC 5 <br /> ' 9a 100 12 22 31 0 0 0 0 /SEC 5 <br /> 100 120.00 12 2i10 0 0 0 0 /SEC 6 <br /> 120.00 126.67 13i23 31 0 0 0 0 /SEC 7 <br /> j li <br /> ' 126.67 140 13 23i0 0 0 0 0 /SEC 7 <br /> 140 146.67 14 2�4I 32 0 0 0 0 /SEC 8 <br /> 1�6.67 153.33 114� 24 0 0 0 0 0 /SEC 8 <br /> 153.33 160 14 2I4I 32 0 0 0 0 /SEC 8 <br /> ' 160 175 15 25 OIO 0 0 0 /SEC 9 � <br /> 1i75 180 15 25 33 0 0 0 0 /SEC 9 <br /> 180 185 16 26 OIO 0 0 0 /SEC 10 <br /> ' 1I85 190 16 26 33 0 0 0 0 /SEC 10 <br /> NfATERIAL TYPES � <br /> RIFiS 10 1 0 12.75 0 0.500 490 /LEG- 12" X-STR PIPE <br /> • RFIS 11 1 0 12.75 0 0.375 490 /LEG- 12" STD PIPE <br /> , I <br /> R1FIS 12 1 0 10.75 0 0.365 490 /LEG- 10" STD PIPE <br /> RHS 13 1 0 8.625 0 0.322 490 /LEG- 8" STD PIPE <br /> RHS 14 1 0 5.563 0 0.258 490 /LEG- 5" STD PIPE <br /> ' RHS 15 1 0 4.000 0 0.226 490 /LEG- 3 1/2" STD PIPE <br /> RFIS 16 1 0 2.875 0 0.203 490 /LEG- 2 1/2" STD PIPE <br /> li 20 1 0 4.OI`4.00 0.375 490 /DIAGONAL- L4x4x3/8 <br /> li 21 1 0 3.SOI3.50 0.375 490 /DIAGONAL- L3.Sx3.5x3/8 <br /> ' i 22 1 0 3.SIOI3.50 0.250 490 /DIAGONAL- L3.Sx3.5x1/4 <br /> L 23 1 0 3.OI0� 3.00 0.1875 490 /DIAGONAL- L3x3x3/16 <br /> i 29 1 0 2.Si0I2.50 0.1875 490 /DZAGONAL- L2.Sx2.5x3/16 <br /> ' I , <br /> ?, 25 1 0 2.Oii2.00 0.1875 490 /DIAGONAL- L2x2x3/16 <br /> i <br /> L 26 1 0 1.7ISi1.75 0.1875 490 /DIAGONAL- L1.75x1.75x3/16 <br /> L 30 1 0 5.00 5.00 0.3125 490 /HORIZONTAL- LSx5x5/16 <br /> , L 31 1 0 4.00� 4.00 0.375 490 /HORIZONTAL- L4x4x3/8 � <br /> L 32 1 0 3.i0i 3.50 0.375 490 /HORIZONTAL- L3.5x3.5x3/8 <br /> L 33 1 0 3.SOI 3.50 0.2500 490 /HORIZONTAL- L3.Sx3.5x1/4 <br /> , � � <br /> L 70 1 0 1.500 1.500 0.125 490 / LADDER RAIL <br /> I <br /> SR 71 1 0 0.750 0.750 0.000 490 /LADDER RUNG <br /> � ( <br /> PL 72 1 0 2.000 0.250 0.250 490 /WAVEGUIDE RUNG <br /> ' LADDER GEOMETRY <br /> IO 190 16 12 -011 240 150 70 71 0 /CLIMBING LADDER <br /> 0 190 33.5 48 I0.1 180 90 70 72 0 /EXISTING WAVEGUIDE LADDER <br /> ' • BARE - 105 MPH WIND AT AZ 0 <br /> WIND LOADING � <br /> IO 105 '0 0 56 1 1 1 1 1 1 <br /> �;EXTRP, LOADINGI I <br /> ' iC 175.00 �0 0 0 1.380 0.060 0 0 <br /> IC 175.00 0 0 0 0.061 0.000 0 0 <br /> �C 175.00 0 0 0 0.160• 0.068 0 0 <br /> 1 � <br /> �C 195.00 0 0 0 2.314 O.1b5 0 0 <br /> I <br /> I <br /> � <br />
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