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1�0 <br />I <br />350.6' - <br />340' - <br />201- <br />300'- <br />280' - <br />260' - <br />240' - <br />229- <br />Self- Supporting Tower- NSX Section Data <br />Number <br />Bottom <br />Elevation <br />(ft) <br />Top <br />Elevation <br />. (ft) <br />Model <br />Bottom <br />Face <br />Width (ft) <br />op Face <br />Width ft <br />Number <br />Leg Type <br />Leg <br />Leg Wall <br />hickness <br />(in) . <br />Leg PN <br />Non <br />Climbing <br />Leg PN <br />Diego at <br />Diagonal Size (in) <br />Panel 1 <br />Diagonal <br />PN <br />Panel 2 <br />Diagonal <br />PN <br />Panel 3' <br />Diagonal <br />PN <br />Panel <br />Diagonal <br />PN <br />Approx. <br />Weight <br />(lb) <br />18 <br />340 <br />350.6 <br />NSX <br />3.5 <br />3.5 <br />2 <br />PI a <br />2.375 <br />0.154 <br />104917 <br />104916 <br />n le ng <br />1 -1/2 x 1 -1/2 x 1/8 <br />103199 <br />103200 <br />3/4' x 2-1/4" <br />11 <br />360 <br />17 <br />320 <br />340 <br />NSX <br />5 <br />3.5 <br />4 <br />ipe <br />2.375 <br />0.218 <br />102918 <br />102917 <br />n le An I <br />1 -1/2 x 1 -112 x 1/8 <br />102003 <br />102004 <br />102005 <br />102008 <br />680 <br />16 <br />300 <br />320 <br />NSX <br />6.5 <br />5 <br />4 <br />PI a <br />3.500 <br />0.216 <br />102064 <br />102026 <br />Ingle n <br />1 -112 x 1 -112 x 3116 <br />106001 <br />106002 <br />106003 <br />106004 <br />1050 <br />15 <br />280 <br />300 <br />NSX <br />8 <br />6.5 <br />3 <br />P e <br />4.500 <br />0.237 <br />102517 <br />102515 <br />n e An <br />2 x 2 x 3116 <br />106367 <br />106368 <br />106369 <br />1450 <br />14 <br />260 <br />280 <br />NSX <br />9.5 <br />8 <br />3 <br />P e <br />5.563 <br />0.258 <br />102591 <br />102590 <br />In le n I <br />2 x 2 x 1/4 <br />110753 <br />110754 <br />110755 <br />1880 <br />13 <br />240 <br />260 <br />NSX <br />11 <br />9.5 <br />2 <br />P e <br />6.625 <br />0.280 <br />1'03670 <br />103668 <br />Ing a Ang <br />3 x 3 x 3116 <br />107240 <br />104347 <br />•2350 <br />12 <br />220 <br />240 <br />NSX <br />12.5 <br />11 <br />2 <br />ipe <br />8.625 <br />0.322 <br />104180 <br />104179 <br />ngle Angl <br />3 x 3 x 3/16 <br />104940 <br />104941 <br />3170 <br />11 <br />200 <br />220 <br />NSX <br />14 <br />12.5 <br />2 <br />e <br />8.625 <br />0.322 <br />104180 <br />104179 <br />ng a Ang <br />3 x 3 x 1/4 <br />104937 <br />104939 <br />3460 <br />10 <br />180 <br />200 <br />NSX <br />15.5 <br />14 <br />2 <br />Pipe <br />8.625 <br />0.322 <br />104180 <br />104179 <br />n a ng <br />3 -1/2 x 3 -12 x 114 <br />104968 <br />104969 <br />3720 <br />9 <br />160 <br />180 <br />NSX <br />17 <br />15.5 <br />2 <br />Pipe <br />10.750 <br />0.365 <br />104912 <br />104911 <br />Ingle Angle] <br />3 -1 /2 x 3 -12 x 114 <br />104209 <br />104210 <br />4400 <br />8 <br />140 <br />160 <br />NSX <br />18.5 <br />17 <br />2 <br />Pie <br />10150 <br />0.365 <br />104912 <br />104911 <br />Ingle ngl <br />4 x 4 x 114 <br />105989 <br />105990 <br />4710 <br />7 <br />120 <br />140 <br />NSX <br />.20 <br />18.5 <br />2 <br />pipe <br />10.750. <br />0.365 <br />104912 <br />104911 <br />Ingle An I <br />4 x 4 x 5116 <br />105991 <br />105992 <br />5490 <br />6 <br />100 <br />120 <br />NSX <br />21.5 <br />20 <br />2 <br />Pipe <br />12.750 <br />0.375 <br />106037 <br />106036 <br />Ingle An <br />4 x 4 x 5116 <br />108040 <br />108041 <br />6240 <br />5 <br />80 <br />100 <br />NSX <br />23 <br />21.5 <br />2 <br />PI a <br />0 <br />0.375 <br />106037 <br />106036 <br />In la An I <br />4 x 4 x 3/8 <br />110751 <br />110752 <br />6850 <br />4 <br />80 <br />80 <br />NSX <br />24:5 <br />23 <br />2 <br />e <br />0 <br />0.500 <br />106921 <br />n e An <br />5 x 5 x 5118 <br />105929 <br />105930 <br />8370 <br />3 <br />40 <br />60 <br />NSX <br />26 <br />24.5 <br />2 <br />PI a <br />t2.7 <br />0 <br />0.500 <br />105921 <br />n le An I <br />5 x 5 x 5 /16 <br />105931 <br />2 <br />20. <br />40 <br />NSX <br />27.5 <br />26 <br />2 <br />ipe <br />0 <br />0.500 <br />105921 <br />n le An I <br />5-x5 <br />1 <br />0 <br />20 <br />NSX <br />29 <br />27.5 <br />2 <br />P e <br />0 <br />0,500 <br />105919 <br />n e Angl <br />x 5 x 3/8 <br />105935 <br />105936 <br />9660 <br />I 200' - <br />Section <br />Number <br />, Leg Bolts <br />1801- <br />Stitch Bolts <br />18 <br />2 4 x 2-3W' <br />(4) 1 x -12" <br />1 x 1 -1 <br />140' - <br />(12) 314 x 3-1/4" <br />(48) 1/2" x 1 -112" <br />120' - <br />16 <br />(24) 4" x 3 -314 <br />48) 112 x 1 -12" <br />12) 12" x 1 -314 <br />Tower Reactions <br />(24 ) /4 x -3 4 <br />36) 5/8" x 1 -314 <br />No Ice <br />100'- <br />14 <br />Shear: 111.5 kips <br />38 5 x 1 -3/4" <br />(9 <br />Moment 18939.1 ft -kips <br />13 <br />(4 )1' x 431 " <br />Weight: 99.8 kips <br />801- <br />6 /8' x 2 1. <br />12 <br />42) 1 x 4 -3/4 <br />(24 ) K. ,72r <br />With Ice <br />3/4' x 2-1/4" <br />11 <br />Shear. 12.4 kips <br />801- <br />(6) <br />Moment: 2245.9 ft -kjps <br />40'- <br />) x 4-1/411 <br />Weight: 247.5 kips <br />Self- Supporting Tower - NSX Section Botts <br />Section <br />Number <br />, Leg Bolts <br />Side Plate Bolts <br />Stitch Bolts <br />18 <br />2 4 x 2-3W' <br />(4) 1 x -12" <br />1 x 1 -1 <br />17 <br />(12) 314 x 3-1/4" <br />(48) 1/2" x 1 -112" <br />(12) 12" x 1,12' <br />16 <br />(24) 4" x 3 -314 <br />48) 112 x 1 -12" <br />12) 12" x 1 -314 <br />15 <br />(24 ) /4 x -3 4 <br />36) 5/8" x 1 -314 <br />(9) <br />5/8" x 2" <br />14 <br />(24) /4 x 3 -3/4" <br />38 5 x 1 -3/4" <br />(9 <br />B x 2' <br />13 <br />(4 )1' x 431 " <br />(24 5/8 x - /4' <br />6 /8' x 2 1. <br />12 <br />42) 1 x 4 -3/4 <br />(24 ) K. ,72r <br />() <br />3/4' x 2-1/4" <br />11 <br />(42 ) 1 x 4 -3/4' <br />24 4 'x 2l' <br />(6) <br />3/4" x 2-1/4" <br />10 <br />) x 4-1/411 <br />(24 ) 314" x 2 <br />(6) <br />3/4". x 2-1/4P <br />9 <br />2) 1 x 4-1/4' <br />(2413/4" x 2" <br />(6) <br />3/4 x 2-1/V <br />8 <br />x4 <br />x2 <br />x 2-1/4" <br />7 <br />4 x 4-3141 <br />4) 3/4 x -1 4' <br />6 <br />4' x 2-1/2" <br />6 <br />41x4 -314 <br />4 "x -4' <br />( x -4 <br />5 <br />(54) 1 x 4-3/4" <br />(24 1 x 2 -3/4 <br />(6 1" x 2 -314" <br />4 <br />(54 1 x 5 <br />(24)1' x 2-3/4" <br />(6) 1"x 2 -314" <br />3 <br />(54 1 x 5 <br />x 2 -3/4" <br />2 <br />54 1" x 5" <br />24) 1' x 2 -3/4" <br />6 1" x 2 -314" <br />1 <br />(24 ) 1' x 2-314" <br />Self- Supporting Tower - NSX Girt Data <br />Section Number <br />Girt Elevation (ft <br />Model <br />Girt Type <br />Girt Size (in) <br />Girt PN <br />Horizontal Bolts <br />18 <br />350.6 <br />NSX <br />Single Angl <br />2 x 2 x 114 <br />1109134 <br />(6)1/2110-112" <br />,rrunrr'pq,, <br />Section Notes: CH Cfi?,10 <br />1. Panel 1 is the bottom panel of an NSX Section. ,"Op 4A, <br />SEAL <br />- 03 1E09 <br />JUN 0 b 2005 <br />Leo Reactions ILTIL <br />Compression: 787.3 kips Contemporary Constructors <br />20'- Uplift: -689.6 kips N ELLO <br />Shear. 68.4 kips NSX 29.0 x 350.6' CORPORATION <br />Piedmont Electric, 1301 Stahly Drive <br />0.- Hillsborough, NC Nappanee, IN 46550 <br />Bus: (574)773.4827 <br />COPYRIGHT NOTICE, DRAWN BY: RCH Few (574)773 -5840 <br />7Ms drawkV Is Bu property of <br />REV 13Y DATE DESCRIPTION Neso Ina It a not to be reproduced. CHECKED: AM ORIG. DATE; 5/12/2008 DVYG NO: 110449 <br />w�,.. ..d.. r... �..•.Ne I ENG. APP JMI. I MAG. PROG. v2.01 I SHEET. 1 OF 8 <br />