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

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 10 Yes 5 0.00000001 0.00064826 11 Yes 5 0.00000001 0.00021324 12 Yes 5 0.00000001 0.00062126 13 Yes 5 0.00000001 0.00020148 14 Yes 4 0.00000001 0.00050569 15 Yes 4 0.00000001 0.00025747 16 Yes 5 0.00000001 0.00063986 17 Yes 5 0.00000001 0.00020954 18 Yes 5 0.00000001 0.00063722 19 Yes 5 0.00000001 0.00020843 20 Yes 4 0.00000001 0.00041820 21 Yes 4 0.00000001 0.00020643 22 Yes 5 0.00000001 0.00062196 23 Yes 5 0.00000001 0.00020176 24 Yes 5 0.00000001 0.00064903 25 Yes 5 0.00000001 0.00021355 26 Yes 4 0.00000001 0.00003893 27 Yes 4 0.00000001 0.00022769 28 Yes 4 0.00000001 0.00023026 29 Yes 4 0.00000001 0.00003584 30 Yes 4 0.00000001 0.00024837 31 Yes 4 0.00000001 0.00022017 32 Yes 4 0.00000001 0.00003895 33 Yes 4 0.00000001 0.00023892 34 Yes 4 0.00000001 0.00023595 35 Yes 4 0.00000001 0.00003587 36 Yes 4 0.00000001 0.00022086 37 Yes 4 0.00000001 0.00024945 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° L1 181.25 - 135.25 29.683 34 1.5873 0.0028 L2 139.25 - 87.25 16.866 34 1.2440 0.0013 L3 92.4167 - 48.4167 6.948 34 0.7600 0.0007 L4 54 - 1 2.234 34 0.3978 0.0003 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ° ft 181.25 DB810K 34 29.683 1.5873 0.0028 38030 180.38 DB810K 34 29.399 1.5805 0.0028 38030 179.50 DB810K 34 29.116 1.5738 0.0027 38030 176.00 (2) Antel WPA-80063-8CF with 34 27.985 1.5468 0.0026 36219 pipe 143.50 (2) X7C-FRO-440 with pipe 34 18.028 1.2822 0.0014 5036 138.00 (3) LPA-70060-8CF-EDIN-X with 34 16.533 1.2326 0.0013 4609 Pipe  Job Page RISATower 010010333 11 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 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° L1 181.25 - 135.25 181.457 20 9.7170 0.0167 L2 139.25 - 87.25 103.275 20 7.6233 0.0081 L3 92.4167 - 48.4167 42.597 20 4.6609 0.0043 L4 54 - 1 13.700 20 2.4403 0.0021 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ° ft 181.25 DB810K 20 181.457 9.7170 0.0167 6536 180.38 DB810K 20 179.730 9.6765 0.0165 6536 179.50 DB810K 20 178.003 9.6360 0.0163 6536 176.00 (2) Antel WPA-80063-8CF with 20 171.103 9.4736 0.0155 6225 pipe 143.50 (2) X7C-FRO-440 with pipe 20 110.372 7.8608 0.0086 857 138.00 (3) LPA-70060-8CF-EDIN-X with 20 101.242 7.5518 0.0079 782 Pipe Compression Checks Pole Design Data Section Elevation Size L Lu Kl/r A Pu Pn Ratio No. Pu 2 ft ft ft in lb lb Pn L1 181.25 - TP28.2552x15x0.4 46.00 0.00 0.0 34.3929 -8927.37 2535100.00 0.004 135.25 (1) L2 135.25 - 87.25 TP41.2867x26.3026x0.53 52.00 0.00 0.0 67.0146 -23060.90 4939650.00 0.005 (2) L3 87.25 - TP51.4168x38.7379x0.54 44.00 0.00 0.0 85.6671 -38742.70 6220260.00 0.006 48.4167 (3) L4 48.4167 - 1 (4) TP64.0002x48.7279x0.6 53.00 0.00 0.0 122.489 -68084.90 8428920.00 0.008 0 Pole Bending Design Data Section Elevation Size Mux Mnx Ratio Muy Mny Ratio No. Mux Muy ft lb-ft lb-ft Mnx lb-ft lb-ft Mny L1 181.25 - TP28.2552x15x0.4 796130.83 1369516.67 0.581 0.00 1369516.67 0.000 135.25 (1)  Job Page RISATower 010010333 12 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 Section