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<br /> GPD <br /> 520 South Main Street Suite 2531 <br /> Akron, Ohio 44311 <br /> Phone: (330) 572-2100 <br /> FAX: (330) 572-2101 <br />Job: 214755_CLL01583_SCE FAIRVIEW SUBSTATIO <br /> Project: 2023723.21.214755.02 <br /> Client: Smartlink Group Drawn by: ukarumanchi App'd: <br /> Code: TIA-222-H Date: 03/01/23 Scale: NTS <br /> Path: <br />T:\ATandT\214755\02 SA 2023723 21 214755 02 Smartlink SA MA\5_Structural\00_Structure\00_Rev 0\03_Modeling\214755.02 TNX.eri <br /> Dwg No. E-1 <br />78.0 ft <br />38.0 ft <br />1.0 ft <br />REACTIONS - 95 mph WIND <br />TORQUE 0 kip-ft <br />23 K <br />SHEAR <br />1308 kip-ft <br />MOMENT <br />24 K <br />AXIAL <br />SEISMIC <br />6 K <br />SHEAR <br />369 kip-ft <br />MOMENT <br />28 K <br />AXIAL <br />ARE FACTORED <br />ALL REACTIONS <br /> <br />S <br />e <br />c <br />t <br />i <br />o <br />n <br />1 <br />2 <br /> <br />L <br />e <br />n <br />g <br />t <br />h <br /> <br />( <br />f <br />t <br />) <br />40 <br />. <br />0 <br />0 <br />40 <br />. <br />5 <br />0 <br /> <br />N <br />u <br />m <br />b <br />e <br />r <br /> <br />o <br />f <br /> <br />S <br />i <br />d <br />e <br />s <br />18 <br />18 <br /> <br />T <br />h <br />i <br />c <br />k <br />n <br />e <br />s <br />s <br /> <br />( <br />i <br />n <br />) <br />0. <br />2 <br />1 <br />8 <br />8 <br />0. <br />3 <br />1 <br />2 <br />5 <br /> <br />S <br />o <br />c <br />k <br />e <br />t <br /> <br />L <br />e <br />n <br />g <br />t <br />h <br /> <br />( <br />f <br />t <br />) <br />3. <br />5 <br />0 <br /> <br />T <br />o <br />p <br /> <br />D <br />i <br />a <br /> <br />( <br />i <br />n <br />) <br />16 <br />. <br />0 <br />0 <br />0 <br />0 <br />24 <br />. <br />3 <br />2 <br />2 <br />4 <br /> <br />B <br />o <br />t <br /> <br />D <br />i <br />a <br /> <br />( <br />i <br />n <br />) <br />25 <br />. <br />6 <br />0 <br />0 <br />0 <br />34 <br />. <br />0 <br />4 <br />2 <br />5 <br /> <br />G <br />r <br />a <br />d <br />e <br />A5 <br />7 <br />2 <br />- <br />6 <br />5 <br /> <br />W <br />e <br />i <br />g <br />h <br />t <br /> <br />( <br />K <br />) <br />1. <br />9 <br />3. <br />9 <br />5. <br />9 <br /> 4 ft branches (top crown) 80 Appurtenances @ 80' 80 2 ft antenna branches 74 T-Arm Mount [TA 602-3] 74 QD8612-7 w/ Mount Pipe 74 QD8612-7 w/ Mount Pipe 74 QD8612-7 w/ Mount Pipe 74 QS8658-3e w/ Mount Pipe 74 QS8658-3e w/ Mount Pipe 74 QS8658-3e w/ Mount Pipe 74 AIR6449 B77D+AIR6419 B77G <br /> STACKED w/ Mount Pipe <br /> 74 AIR6449 B77D+AIR6419 B77G <br /> STACKED w/ Mount Pipe <br /> 74 AIR6449 B77D+AIR6419 B77G <br /> STACKED w/ Mount Pipe <br /> 74 NNH4-65C-R6-V3 74 NNH4-65C-R6-V3 74 NNH4-65C-R6-V3 74 Pipe 2 Std x 8' 74 Pipe 2 Std x 8' 74 Pipe 2 Std x 8' 74 RRUS 4449 B5/B12 74 RRUS 4449 B5/B12 74 RRUS 4449 B5/B12 74 RRUS 8843 B2/B66A 74 RRUS 8843 B2/B66A 74 RRUS 8843 B2/B66A 74 RRUS 4478 B14 74 RRUS 4478 B14 74 RRUS 4478 B14 74 RRUS-E2 B29 74 RRUS-E2 B29 74 RRUS-E2 B29 74 RRUS 4415 B30 74 RRUS 4415 B30 74 RRUS 4415 B30 74 DC9-48-60-24-8C-EV 74 DC9-48-60-24-8C-EV 74 (2) DC9-48-60-24-8C-EV 74 Appurtenances @ 74' 74 12 ft branches 73.8 Appurtenances @ 73.8' 73.8 10 ft branches 63.3 Appurtenances @ 63.3' 63.3 Feedlines from 38' - 78' 58 Tower Section from 38' - 78' 58 8 ft branches 52.1 Appurtenances @ 52.1' 52.1 Appurtenances @ 42.3' 42.3 8 ft branches 42.3 Appurtenances @ 28.7' 28.7 6 ft branches 28.7 Feedlines from 1' - 38' 19.5 Tower Section from 1' - 38' 19.5 4 ft branches 17.5 Appurtenances @ 17.5' 17.5DESIGNED APPURTENANCE LOADING <br />TYPE TYPEELEVATION ELEVATION <br /> 4 ft branches (top crown) 80 <br /> Appurtenances @ 80' 80 <br /> 2 ft antenna branches 74 <br /> T-Arm Mount [TA 602-3] 74 <br /> QD8612-7 w/ Mount Pipe 74 <br /> QD8612-7 w/ Mount Pipe 74 <br /> QD8612-7 w/ Mount Pipe 74 <br /> QS8658-3e w/ Mount Pipe 74 <br /> QS8658-3e w/ Mount Pipe 74 <br /> QS8658-3e w/ Mount Pipe 74 <br /> AIR6449 B77D+AIR6419 B77G <br /> STACKED w/ Mount Pipe <br /> 74 <br /> AIR6449 B77D+AIR6419 B77G <br /> STACKED w/ Mount Pipe <br /> 74 <br /> AIR6449 B77D+AIR6419 B77G <br /> STACKED w/ Mount Pipe <br /> 74 <br /> NNH4-65C-R6-V3 74 <br /> NNH4-65C-R6-V3 74 <br /> NNH4-65C-R6-V3 74 <br /> Pipe 2 Std x 8' 74 <br /> Pipe 2 Std x 8' 74 <br /> Pipe 2 Std x 8' 74 <br /> RRUS 4449 B5/B12 74 <br /> RRUS 4449 B5/B12 74 <br /> RRUS 4449 B5/B12 74 <br /> RRUS 8843 B2/B66A 74 <br /> RRUS 8843 B2/B66A 74 <br /> RRUS 8843 B2/B66A 74 <br /> RRUS 4478 B14 74 <br /> RRUS 4478 B14 74 <br /> RRUS 4478 B14 74 <br /> RRUS-E2 B29 74 <br /> RRUS-E2 B29 74 <br /> RRUS-E2 B29 74 <br /> RRUS 4415 B30 74 <br /> RRUS 4415 B30 74 <br /> RRUS 4415 B30 74 <br /> DC9-48-60-24-8C-EV 74 <br /> DC9-48-60-24-8C-EV 74 <br /> (2) DC9-48-60-24-8C-EV 74 <br /> Appurtenances @ 74' 74 <br /> 12 ft branches 73.8 <br /> Appurtenances @ 73.8' 73.8 <br /> 10 ft branches 63.3 <br /> Appurtenances @ 63.3' 63.3 <br /> Feedlines from 38' - 78' 58 <br /> Tower Section from 38' - 78' 58 <br /> 8 ft branches 52.1 <br /> Appurtenances @ 52.1' 52.1 <br /> Appurtenances @ 42.3' 42.3 <br /> 8 ft branches 42.3 <br /> Appurtenances @ 28.7' 28.7 <br /> 6 ft branches 28.7 <br /> Feedlines from 1' - 38' 19.5 <br /> Tower Section from 1' - 38' 19.5 <br /> 4 ft branches 17.5 <br /> Appurtenances @ 17.5' 17.5 <br />MATERIAL STRENGTH <br />GRADE GRADEFy FyFu Fu <br /> A572-65 65 ksi 80 ksi <br />TOWER DESIGN NOTES <br />1. Tower designed for Exposure C to the TIA-222-H Standard. <br />2. Tower designed for a 95 mph basic wind in accordance with the TIA-222-H Standard. <br />3. Deflections are based upon a 60 mph wind. <br />4. Tower Risk Category II. <br />5. Topographic Category 1 with Crest Height of 0.00 ft <br />6. TOWER RATING: 79.9% <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024