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1118 80TH ST SW BASE FILE 2018-09-18
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1118 80TH ST SW BASE FILE 2018-09-18
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Last modified
9/18/2018 9:53:14 AM
Creation date
5/17/2017 11:03:18 AM
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Address Document
Street Name
80TH ST SW
Street Number
1118
Tenant Name
BASE FILE
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` Job Pa9e <br /> � � �� Paine Field (BU 856390) 3 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Tryon Road <br /> Rnleigh,NC 27603 Client Desi ned b <br /> Yhone:(919)661-6351 (iCOWII Cie'iSt�B 9 y <br /> FAX:(9I9)66L-6350 IlltW@aVl� <br /> Tower Section Geornetr cont'd <br /> Tower Leg Leg Leg Diagonal Diagonal Uiagonal <br /> Elevation Type Size Gracle Type Size Grucle <br /> t <br /> T 1 100.00-80.00 b0 Bent Plate BP 8x0.25 A572-50 Equal Angle L3x3x3/16 A36 <br /> (50 ksi) (36 ksi) <br /> T2 80.00-60.00 60 Bent Plate BP 9x0.375 A572-50 Equal Angle L3x3x1/4 A36 <br /> (50 ksi) ' (36 ksi) <br /> T3 60.00-40.00 60 Bent Plate BP 9x0375 A572-50 Double Fqual 2L2x2x3/16x3/8 A36 <br /> (50 ksi) Angle (36 ksi) <br /> T4 40.00-30.00 60 Bent Plate BP lOx0.5 A572-50 Double Equal 2LZx2x3/16x3/8 A36 <br /> (50 ksi) Angle (36 ksi) <br /> TS 30.00-20.00 60 Bent Plate BP lOx0.5 A5�2-50 Double Equal 2L2x2x3/16x3/8 A36 <br /> (50 ksi) Angle (36 ksi) <br /> T6 20.00-10.00 60 Bent Plate BP lOx0.5 A572-50 Double Equal 2L2x2x1/4x3/8 A36 <br /> � � � � � � � � � � � (50 ksi) Angle � � (36 ksi)� � <br /> T7 10.00-0.00 60 Bent Plate $P lOx0.5 A572-50 Double Equal 2L2x2x1/4x3/8 A36 <br /> (50 ksi An le (36 ksi) <br /> Tower Section Geometr conf'd <br /> Tower Top Girt Top Girt Top Girt, Bottom Girt _ Bottom Girt Bottom Girt <br /> Blevation Type Size Grucle Type Size Grade <br /> t <br /> T1 100.00-80.00 Single Angle L6x3 I/2x5/16 A36 Equal Angle A36 <br /> 36 ksi 36 ksi <br /> Tower Section Geometr cont'd <br /> Tawer No. Mid Girt Mid Girt Mid Girt HoriZontal Horizoretal KoriZontal <br /> Elevation of Type SiZe Grade � Type � SiZe � Grade� <br /> Mid <br /> ft Girta <br /> T360.0040.00 �None� ��F1atBar �� ��� � �: A36 � � DoubleEqual 2L13/4x1314x1/8x3/8 A36 � <br /> (36 ksi) Angle (36 ksi) <br /> T4 40.00-30.00 None Flat Bar A36 Double Equal 2L1 3/4x1 3/4x1/8x3/8 A36 <br /> �(36 ksi) � Angle (36 ksi) � � <br /> TS 30.00-20.00 None Flat Bar A36 Double Equal 2L2x2x3/16x3/8 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T6 20.00-10.00 None Flat Bar A36 Double Equal 2L2x2x1/4x1/2 A36 <br /> (36 ksi)- Angle (36 ksi) <br /> T710.00-0.00 None F1atBar A36 DoubleEqual 2L2x2x1/4x1/2 A36 <br /> 36 ksi An le 36 ksi <br /> Tower Section Geometr cont'd <br />
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