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�n <br />350.6'- <br />349 - <br />32U - <br />300' - <br />2801- <br />269- <br />240' - <br />220'- <br />209- <br />rt <br />0' <br />:t � <br />t <br />r <br />Self- Supporting Tower - NSX Section Data <br />Section <br />Number <br />Bottom <br />E Ievalio <br />(1t) <br />Top <br />Elevation <br />(it) <br />Model <br />Bottom <br />Face <br />Width (fl) <br />Wdth (ft) <br />f Panel <br />Lag Type <br />Leg CID <br />Leg Wall <br />hictrness <br />(in) <br />deg PN <br />Non <br />Climbing <br />Leg PN <br />DITYPeaI <br />Diagonal Size (in) <br />Panel 1 <br />Diagonal <br />PN <br />Panel <br />Diagonal <br />PN <br />Panel 3 <br />Diagonal <br />PN <br />Pane14 <br />Diagonal <br />PN <br />Approx, <br />Weight <br />(lb) <br />16 <br />340 <br />350.6 <br />NSX <br />3.5 <br />3.5 <br />2 <br />Pipe <br />2.375 <br />0.154 <br />104917 <br />104916 <br />to le' <br />1 -112 x 1 -12 x 118 <br />103199 <br />103200 <br />314 x 2 -; 4 <br />360 <br />17 <br />320 <br />340 <br />NSX <br />5 <br />3.5 <br />4 <br />Pipe <br />2.375 <br />0.218 <br />102918 <br />102917 <br />Ingle An I <br />1 -112 x 1 -12 x 1/8 <br />102003 <br />102004 <br />102005 <br />102006 <br />680 <br />16 <br />300 <br />320 <br />NSX <br />6.5 <br />5 <br />4 <br />Pipe <br />3.500 <br />0.216 <br />102064 <br />102028 <br />ngle I <br />1_112 x 1 -12 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 />Pie <br />4.500 <br />0.237 <br />102517 <br />102515 <br />Ingle An I <br />2 x 2 x 3/16 <br />106367 <br />106368 <br />06369 <br />1450 <br />14 <br />260 <br />280 <br />NSX <br />9.5 <br />8 <br />3 <br />P pe <br />5.563 <br />0.258 <br />10259.1 <br />102590 <br />e <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 />s <br />6.625 <br />0380 <br />103670 <br />103666 <br />Ingle n I <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 />Pipe <br />8.625 <br />0.322 <br />104180 <br />104179 <br />Ingle Ang <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 />8.625 <br />0.322 <br />104180 <br />104179 <br />Ingle Angle <br />3 x 3 x 114 <br />104937 <br />104939 <br />3460 <br />10 <br />ISO <br />200 <br />NSX <br />15.5 <br />14 <br />2 <br />8.625 <br />0.322 <br />104180 <br />104179 <br />Inge Angle <br />3 -12 x 3 -12 x 1/4 <br />104968 <br />104969 <br />3720 <br />9 <br />160 <br />180 <br />NSX <br />17 <br />15.5 <br />2 <br />10.750 <br />0.365 <br />104912 <br />104911 <br />ing e Angle <br />3 -1/2 x 3 -112 x 114 <br />104209 <br />104210 <br />4400 <br />8 <br />140 <br />160 <br />NSX <br />18.5 <br />17 <br />2 <br />10.750 <br />0.365 <br />104912 <br />.104911 <br />Ingle Ang <br />4 x 4 x 1/4 <br />105988 <br />105990 <br />4710 <br />7 <br />120 <br />140 <br />NSX <br />20 <br />18.5 <br />2 <br />10.750 <br />0.365 <br />104912 <br />104911 <br />In le An I <br />4 x 4 x 5/16 <br />105991 <br />105992 <br />5490 <br />6 <br />100 <br />120 <br />NSX <br />21.5 <br />20 <br />2 <br />12.750 <br />0.375 <br />106037 <br />106036 <br />Ingle Angle <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 />Pipe <br />12.750 <br />0.375 <br />106037 <br />106036 <br />In Ie An gig <br />4 x 4 x 3/8 <br />110751 <br />T 110752 <br />6850 <br />4 <br />60 <br />80 <br />NSX <br />24.5 <br />23 <br />2 <br />Pipe <br />12.750 <br />0.500 <br />10'5921 <br />Ingle Angle. <br />5 x 5 x 5116 <br />105929 <br />105930 <br />8370 <br />3 <br />40 <br />60 <br />NSX <br />26 <br />24.5 <br />Z <br />ipe <br />12.750 <br />-0.500 <br />105921 <br />le <br />5 x 5x5/16 <br />10-59-31-Fl <br />05932 <br />8560 <br />2 <br />20. <br />40 <br />NSX <br />27.5 <br />26 <br />2 <br />P pe <br />12.750 <br />0.500 <br />105921 <br />Ingle <br />5 x 5 x 5116 <br />105933 <br />105934 <br />8750 <br />1 <br />0 <br />20 <br />NSX <br />29 <br />27.5 <br />2 <br />P e <br />12.750 <br />0.500 <br />105919 <br />ing e <br />5 x 5 x 3/8 <br />705935 <br />105936 <br />9660 <br />Tower Reactions <br />No Ice <br />Shear: 111.5 kips <br />Moment: 18939.1 ft -kips <br />Weight: 99.6 kips <br />With Ice <br />Shear: 12.4 kips <br />Moment: 2245.9 R -kips <br />Weight 247.5 kips <br />Leo Reactions <br />Compression: 787.3 kips <br />Uplift: -689.6 kips <br />Shear. 68.4 kips <br />Self- Supporting Tower - NSX Section Bolts <br />Bolts <br />Side Plate Bolts <br />Stitch Bolts <br />Girt Size (in) <br />2 " x- <br />) 1 x 1 -1 " <br />8 x -1 ' <br />350.6 <br />(i) 4 x 3 -1 4 <br />4 1' x 1- / <br />2 1 x 1- 2 <br />109134 <br />(24) 3/4" x 3-3/4" <br />(48) 12' x i-1 72-r <br />12 1 "x 1-314' <br />(24 4" x 3-3141 <br />(36 8" x i- /4 <br />(9 <br />x 2" <br />is.Leg <br />24 14' x 3-3/4" <br />(3) 518" x 1 -3/4' <br />(4) 1" x 4-3/4" <br />24) 8 x 1-3/4- <br />( <br />8 x <br />(42 1"x 4 -3 4' <br />() 4 x <br />6 <br />314 x 2 -; 4 <br />(42 1 x 4 -314 <br />x <br />( <br />3/4" x -1 <br />11x4- 4 <br />24 4x <br />634x <br />-14 <br />DWG NO: 110449 <br />42 x -1 4 <br />( x 2 <br />8 <br />4" x - 4 <br />42 x 4- 4 <br />__7T 4T <br />I SHEET- 1 OF 8 <br />7 <br />54 1"x4 4 <br />4) 4 x- <br />x - <br />'6 <br />(4) x 4 -3 4 <br />(24) 1 x- 4 <br />( <br />h314" <br />x 2- 4 <br />5 <br />54) 1" x 4-3/4" <br />4) 1" x -3 4 <br />6 x -314" <br />4 <br />(5) 1" x 5" <br />(24) i x 2- 4 <br />(8) <br />1 x 2 -3/4 <br />3 <br />(54) 1" x 5" <br />(24) 1 x 2 - 14 <br />(6 <br />1 x 2 -3 4" <br />2 <br />(54 ) 1' x 5 <br />(24) 1" x 2 -3/4' <br />(6) <br />1 x 2 -314 <br />1 <br />4) x- <br />DESCRIPnGN . <br />Self - Supporting Tower - NSX Girt Data <br />Section NumbeiGIrt <br />Elevation (ft] <br />Model <br />Girt Type <br />Girt Size (in) <br />Girt PN <br />Horizontal Bolts <br />16 <br />350.6 <br />NSX <br />Single An I <br />2 x 2 x 114 <br />109134 <br />) 1 x 1 -1 2" <br />Section Notes: <br />1. Panel 1 is the bottom panel of an NSX section. <br />„uuuO <br />;�O i; <br />. uQ 03lSC9 `:.ea± <br />JUN 05 2006 <br />Contemporary Constructors <br />Vy <br />HELLO <br />NSX 29.Ox350.8 <br />CORPORATION <br />Piedmont Electric, <br />Hillsborough, NC <br />1301 Stahly Drive <br />Nappanee, IN 48650 <br />Bus: (574)7734827 <br />COPYRIGHT NOTICE: <br />Lb OTIGE, <br />mvm BY: RCM <br />Fax: (574)773-5840 <br />This daIM9 � <br />Netto Ine. It is nor to be nproWrcad, <br />CHECKED. AJK <br />ORIG. DATE: 5/12/2006 <br />DWG NO: 110449 <br />Doped w UwAd M whole ar n Pmt <br />without our written coneenL <br />ENG. APP- Jb1L <br />DWG, PROG. v2.01 <br />I SHEET- 1 OF 8 <br />