tnxTower <br />Job <br />Page <br />ATT EG46 Fox Hollow <br />2 of 13 <br />ISE Incoporated <br />Project <br />Date <br />PO Box 50039 <br />ISE Job No. 9437 <br />12:03:43 06/11/15 <br />Phoenix, AZ85076 <br />Client <br />Designed by <br />Phone: (602) 403-8614 <br />Larson Camouflage <br />MEN <br />FAX: (623) 321-1283 <br />Tower <br />Gusset <br />Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle <br />Double Angle <br />Elevation <br />Area <br />Thickness Af Factor Stitch Bolt <br />Stitch Bolt <br />(per face) <br />A,. Spacing <br />Spacing <br />Diagonals <br />Horizontals <br />ft <br />ft2 <br />in in <br />in <br />20.000-1.000 <br />Monopole Base Plate Data <br />Base Plate Data <br />Base plate is square <br />Base plate is grouted <br />Anchor bolt grade <br />Anchor bolt size <br />Number of bolts <br />Embedment length <br />f~ <br />Groutspace <br />Base plate grade <br />Base plate thickness <br />Bolt circle diameter <br />Outer diameter <br />Inner diameter <br />Base plate type <br />A615-75 <br />2.250 in <br />8 <br />72.000 in <br />4.000 ksi <br />2.000 in <br />A572-50 <br />2.500 in <br />39.750 in <br />45.750 in <br />25.750 in <br />Plain Plate <br />Feed Line/Linear Appurtenances - Entered As Area <br />Description <br />Face <br />Allow <br />Component <br />Placement <br />Total <br />CAAA <br />Weight <br />or <br />Shield <br />Type <br />Number <br />Leg <br />ft <br />ft2/ft <br />klf <br />6x12 Hybrid <br />C <br />No <br />Inside Pole <br />65.000- 1.000 <br />2 <br />No Ice <br />0.000 <br />0.001 <br />1/2" Ice <br />0.000 <br />0.001 <br />6x12 Hybrid <br />C <br />No <br />Inside Pole <br />55.000- 1.000 <br />2 <br />No Ice <br />0.000 <br />0.001 <br />1/2" Ice <br />0.000 <br />0.001 <br />Feed Line/Linear Appurtenances Section Areas <br />Tower <br />Tower <br />Face <br />An <br />AF <br />CAAA <br />CAAA <br />Weight <br />Section <br />Elevation <br />In Face <br />Out Face <br />ft <br />ft2 <br />t, <br />_ _ftz <br />_ ftz <br />K _ <br />Ll <br />70.000-20.000 <br />A <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />B <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />C <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.168 <br />L2 <br />20.000-1.000 <br />A <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />B <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />C <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.080 <br />Feed Line/Linear Appurtenances Section Areas - With Ice <br />Tower Tower Face ke AX AF CAAA CAAA Weight <br />Section Elevation or Thickness In Face Out Face <br />ft Leg in ftz ftz ft2 ftz K <br />Ll 70.000-20.000 A 1.029 0.000 0.000 0.000 0.000 0.000 <br />