Okaloosa County BOCC — February 4, 2014 — Shalimar (229025) AWS SA (Passing) 12-3-13 — reading text

Job Page RISATower 010010333 2 of 13 Project Date Destek Engineering, LLC 5150 Stilesboro Road, Ste 510 Shalimar 17:18:39 11/07/13 Kennesaw, GA 30152 Client Designed by Phone: 770-693-0835 PM&A FAX: Ahmet Colakoglu Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in2 in4 in in in3 in4 in2 in L1 15.5291 18.8048 511.6352 5.2268 7.7700 65.8475 1036.7115 9.2552 2.9480 7.37 29.2519 35.8775 3553.2082 9.9722 14.6362 242.7686 7199.7631 17.6578 6.5004 16.251 L2 28.4237 43.9835 3728.9887 9.2266 13.6247 273.6926 7555.9422 21.6473 5.6287 10.62 42.7432 69.5554 14747.3894 14.5909 21.3865 689.5648 29882.2090 34.2331 9.6444 18.197 L3 41.6458 66.4185 12369.5582 13.6748 20.0662 616.4364 25064.0785 32.6892 8.9346 16.545 53.2306 88.4646 29227.7053 18.2139 26.6339 1097.3875 59223.2549 43.5396 12.3325 22.838 L4 52.1125 92.9831 27490.6039 17.2298 25.2411 1089.1223 55703.4165 45.7635 11.4511 19.085 66.2579 122.4892 62844.2032 22.6973 33.1521 1895.6321 127339.393 60.2855 15.5441 25.907 5 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals ft ft2 in in in L1 1 1 1 181.25-135.25 L2 1 1 1 135.25-87.25 L3 87.25-48.42 1 1 1 L4 48.42-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft2/ft plf AVA5-50 (7/8 LOW C No Inside Pole 138.00 - 7.00 9 No Ice 0.00 0.30 DENSI.FOAM) AVA7-50 (1-5/8 LOW C No Inside Pole 143.50 - 7.00 6 No Ice 0.00 0.72 DENSI. FOAM) AVA7-50 (1-5/8 LOW C No Inside Pole 176.00 - 1.00 3 No Ice 0.00 0.72 DENSI. FOAM) LCF114-50J (1-1/4 C No Inside Pole 181.00 - 1.00 10 No Ice 0.00 0.70 FOAM) AVA5-50 (7/8 LOW C No CaAa (Out Of 176.00 - 7.00 9 No Ice 0.11 0.30 DENSI.FOAM) Face) Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 ft2 ft2 ft2 lb L1 181.25-135.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 40.343 561.36 L2 135.25-87.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 47.520 906.24 L3 87.25-48.42 A 0.000 0.000 0.000 0.000 0.00  Job Page RISATower 010010333 3 of 13 Project Date Destek Engineering, LLC 5150 Stilesboro Road, Ste 510 Shalimar 17:18:39 11/07/13 Kennesaw, GA 30152 Client Designed by Phone: 770-693-0835 PM&A FAX: Ahmet Colakoglu Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 ft2 ft2 ft2 lb B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 38.445 733.17 L4 48.42-1.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 41.003 836.91 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 ft2 ft2 ft2 lb L1 181.25-135.25 A 0.584 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 83.182 1017.72 L2 135.25-87.25 A 0.564 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 97.981 1443.79 L3 87.25-48.42 A 0.537 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 77.862 1145.71 L4 48.42-1.00 A 0.486 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 81.030 1244.94 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in L1 181.25-135.25 -0.7748 0.4473 -1.1618 0.6708 L2 135.25-87.25 -0.9313 0.5377 -1.4881 0.8592 L3 87.25-48.42 -0.9934 0.5736 -1.6433 0.9488 L4 48.42-1.00 -0.9092 0.5249 -1.5476 0.8935 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment Elev. No Ice Ice Discrete Tower Loads  Job Page RISATower 010010333