Loading...
HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORTS nECEIVE AY - 7 1018 A ill N SC WD° unty BY. St rLUc�e AMERICAN TOWERO C O R P O R A T I O N This report was prepared for American Tower Corporation by CLS roue Structural Analysis Report Structure : 400 ft Guyed Tower ATC Site Name : Fort Drum, FL ATC Site Number 2680FL— Engineering Number : OAA716608_C3_01FIL Proposed Carrier : Sprint Nextel C,,py Carrier Site Name : MI13XC161 Carrier Site Number : MI33XC361 Site Location : 25560 Minute Maid Ramp Road Fort Pierce, FL 34945 27.539300,-80.602900 County : St Lucie Date : November 12, 2017 Max Usage : 79% Result : Pass A, GEIVS��'��/// No. 77105 fi Prepared By: Reviewed By: x` a Harleen Sandhu o AT qqF CLS,,,,,,-- -- II -- .. •'n^ � J tU/ �� :� �ORIDP \r� NI Tyler M. Barker CLS Group - Director of Engineering PE # 77105 Exp. 2/28/2019 COA # 29525 Exp. 2/28/2019 CLS Group • 1250 Benson Road, Gamer, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.cisgrouo.com MCL$Gr®up Table of Contents Introduction ...................... Supporting Documents Analysis ......................... Conclusion ..................... Existing and Reserved Equipment....... Equipment to be Removed .................. Proposed Equipment Structure,Usages-+,....::.. a.::...................................................................... ,,t Foundations,........A.............................................. .............................................. Deflection, Twist, and Sway............................................................................ StandardConditions........................................................................................ Calculations ......... Eng. Number OAA716608_C3_01 November 12; 2017 ................ 1 .................. 1 ............... 1 ................ 1 ................... 2 2 ................. 2 ................. 3 ................ 3 ................... 3 .................. 4 .... Attached CLS Group • 1250 Benson Road, Gamer, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.cisgroup.com Eng. Number OAA716608_C3_01 ®CLSGr®up . November 12, 2017 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 400 ft guyed tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings FWTJob #14468, Rev 2, dated July 18,1997 Foundation Drawing FWTJob #14468, Rev 2, dated July 18,1997 Geotechnical Report F rE Project #97-2765, dated April 15,1997 Modifications ATC Job #73115491, dated January 6, 2003 ATC Job #472400131, dated April 29, 2011 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per AN51/TIA-222. Basic Wind Speed: 117 mph (3-Second Gust, Vasd) / 151 mph (3-Second Gust, V it) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G/ 2015 IBC/ 6th Ed (2017) Florida Buildng Code Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response: Ss = 0.06, St = 0.05 Site Class: D -Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • -Fax: (405) 341-6334 • www.cisgroup.com Eng. Number OAA716608_C3_01 -CLSGroup November 12, 2017 Page 2 Existing and Reserved Equipment Elevation' (ft) Q<Y Antenna Mount Type Lines Cartier Mount RAD 1 _ Decibel DB81OKE-SY (3)15/8" Coax 397.0 397.0 Side Arm (1) 7/8" Coax M/a Com 3 Decibel DB830KT1E-XC 380.0 380.0 2 . dbSpectra D54C06F36D-N Side Arms (1)11/4" Coax Highland Wireless (1) 7/8" Coax Services 285.0 285.0 1 10' Std. Dish Leg (1)15/8" Coax 250.0 250.0 1 8' Std. Dish Leg (1)1" Conduit (1) EW63 M/a Com 235.0 235.0 1 6' Std. Dish Leg (1)1" Conduit (1) EW63 1 Ericsson Mini-UnkTN R4 2 Ericsson 800MHzSMR Filter 2 Ericsson RRUS-11800MHz 211.0 211.0 Sector Frames (2)11/4" Hybdflex Sprint Nextel 6 RFSACU-A20-N 3 Ericsson RRUS 31 B25 1 Ericsson ANT2 0.6 HP 11 194.0 194.0 1 6' Std. Dish Leg (1)1" Conduit (1) EW63 135.0 135.0 1 RFS PAD8-65AC Leg (1)1" Conduit M/a Com (1) EW63 102.0 102.0 1 RFS PAD8-65AC Leg (2) EW63 (1)1 Conduit Equipment to be Removed Elevation' (ft) 4N Antenna MountType Lines Cartier Mount I RAD 211.0 211.0 2 RFSAPXV9ERR18{ - (2)11/4" Hybriflex Sprint Nextel 1 1 Ericsson RRUS-111900MHz 2 1 Ericsson RRUS A2 Module Proposed Equipment Eli eva * rd (ft) City I Antenna Mount Type Lines Carrier Mount I RAD 211.0 211.0 3 Commscope DT465B-2XR Sector Frames (1)11/4" Hybriflex Sprint Nextel 3 RFSAPXVSPPI8-C-A20 3 Ericsson RRUS82 w/ Solarshield 1 Nokia Radar Co -Location Filter 4 Ericsson RRUS-11800MHz 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax alongside existing Sprint Nextel coax. CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clsercuo.com Eng. Number OAA716608_C3_01 November 12, 2017 Page 3 CIS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clserouo.com Eng. Number OAA716608_C3_01 IRCLSGroup November 12, 2017 . Page 4 Structure Usages Structural Component Controlling Usage Pass/Fail Legs 79% Pass Diagonals 71% Pass Horizontals 58% Pass Guys 70% Pass Leg Bolts 2% Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Base Axial (kips) 297.0 401.0 261.1 65% Anchor 1 Uplift (kips) 208.6 281.6 118.6 42% Anchor 1 Shear (kips) 276.7 373.5 166.4 45% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 1S.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Twist (°) Sway (Rotation) (°) 285.0 10' Std. Dish M/A Com 0.155 0.051 0.018 250.0 8' Std. Dish 0.137 0.025 0.036 235.0 6' Std. Dish 0.126 0.003 0.042 211.0 Nokia Radar Co -Location Filter Sprint Nextel 0.112 0.031 0.031 Ericsson RRUS-11800 MHz Ericsson RRUS82 w/ Solarshield Ericsson ANT2 0.6 HP 11 RFS APXVSPPI8-C-A20 Commscope DT465B-2XR 194.0 6' Std. Dish M/A Corn 0.100 0.039 0.059 135.0 RFS PAD8-65AC 0.076 0.081 0.032 102.0 RFS PADS-65AC 0.065 0.006 0.009 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G CLS Group ° 1250 Benson Road, Garner, NC 27529 ° Office: (405) 348-5460 • Fax: (405) 341-6334 ° w .clserouo.com A AMERICAN TOWER• c o v r G R A T 1 o. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 345-5460 • Fax: (405) 341-6334 • www.cisgrouo.com r rs I I L`r M_f s u r9 Sect t8 303.00 sect 11 280.W Sect18 e80. W Sect 15 240.W Sect 14 7/8. 224.1 220AJ IT=10% Seri 13 203.W Sect 12 180.00 7I9 EHS .0 IT= 10% Sect li !d•3.W Sect t0 143.W Sect 9 120.W 12).3l4 EHS 127:0' IT =10% Sect 8 100.W Sect T 20.00 Sect 6 60.OJ Sect 5 40.00 . Sect 4 20.00 s.asect3 _Sect 1- EHS @.60.0 02007-2017byATCIPLLC. Alldghtsmserved. Loads: 117 mph no Ice Site Class: D Ss: 0.08 S1: 0.05 60 mph Serviceability Job Information Tower; 2680 Location: Fort Drum, FL Code: ANSUTIA-222-G Shape : Triangle Base Width: 4.00 ft Client: SPRINTNEXTEL Sections 1 SOL 60 kal 2112" SOLID SAE 36 k3I 2X2%0.1875 SAE 36 kel 2X2X0.1675 2-6 SOL 50 ksl 2112" SOLID SOL 36 last 6/8" SOLID SAE 36 last 2X2X0.1876 6-7 SOL 50 kel 2112" SOLID SOL 36 ksl 718" SOLID SAE 36 its] 2X2X0.26 8 SOL 50 ksl 21/2" SOLID PLA 36 ksi 2X112" SAE 36 kal 2X2X0.3126 9 -14 SOL 50 kal 2 1/2" SOLID SOL 36 kal 718" SOLID SAE 36 ke12X2X0.25 15.16 SOL 50 kel 2114" SOLID SOL 36 kel 314" SOLID SAE 36 kal 2X2X0.1876 17.19 SOL 50 ksl 21W' SOLID SOL 36 ksl 6/8" SOLID SAE 36 last 2X2X0.1876 20 -22 SOL 50 kal 2" SOLID SOL 36 kal 518" SOLID SAE 36 kof 2X2X0.1876 Discrete Appurtenance Elev (ft) Type City Description ' 397.00 Whip 1 Decibel DB810KESY 397.00 Stmlght Arm 1 Round Side Arm 397.00 Whip 3 Decibel DB810KT1E-XC 380.00 Whip 2 dbSpectra DS4C06F36D.N 380.00 Straight Arm 2 Round Side Arm 286.00 Dish - 1 10' Std. Dish 268.00 Omer 1 Torque Arms 260.00 Dish 1 8' Std. Dish 236.00 Dish 1 6' Std. Dish 211.00 Panel 3 Commacoppe DT466B-21tR 211.00 Panel 3 RIFE APXVSPPI8-C-A20 211.00 Panel 3 Ericsson RRUS82 w/ Solarshlold 211.00 Panel 1 Nokia Radar Co -Location Filter 211.00 Panel 4 Ericsson RRUS-11 800 MHz 211.00 Panel 1 Ericsson Mini -Link TN R4 211.00 Panel 2 Ericsson 800MHz SMR Filter 211.00 Panel 2 Ericsson RRUS-11 800 MHz 211.00 Panel 6 RFS ACU.A20-N 211.00 Panel 3 Ericsson RRUS 31 B25 211.00 Mounting Frame 2 Flat Light Sector Frames 211.00 Dish 1 Ericsson ANT2 0.6 HP 11 194.00 Dish 1 6' Std. Dish 136.00 Dish 1 RFS PADB-66AC 120.00 Omer 1 Torque Arms 102.00 Dish 1 RFS PAD8.66AC 60.00 Other 1 Tor ue Arms 0.00 400.00 1 Climbing Ladder 0.00 397.00 1 718" Coax 0.00 397.00 3 1518" Coax 0.00 380.00 1 718" Coax 0.00 380.00 1 1 1W' Coax 0.00 285.00 1 15/8" Coax 0.00 250.00 1 EW63 0.00 260.00 1 1" Conduit 0.00 235.00 1 EW63 0.00 235.00 1 1" Conduit 0.00 211.00 1 1 114" Hybriflex 0.00 211.00 2 1 1/4" Hybriflex 0.00 194.00 1 EW63 0.00 194.00 1 1" Conduit 0.00 136.00 1 EW63 0.00 135.00 1 1" Conduit 0.00 102.00 2 EW63 0.00 102.00 1 1" Conduit 02007-2017byATCIPLLC. AOdghtsmServed. Job Information Tower: 2680 Location : Fort Drum, FL Code: ANSIITIA-2224 Shape: Triangle Base Width: 4.00 R Client: SPRINTNEXTEL R=2sD.D• E=00 m2007-2017byATCIPLLC. A/ldghtsmsewed. ft =2C0.a' E=D,a• Tower: 2680 Location : Fort Drum, FL Code: ANSIMA-222-G Shape : Triangle Base Width : 4.00 ft Client: SPRINT NEXTEL Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth(*) Upllft (klp) Shear (kip) 280.00 0.00 0 118.69 166.06 280.00 0.00 240 118.59 166.06 Site Number: 2680 Code: ANSIrrIA-222-G 02007-2017byATCIPLLC. Alinghismserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3 01 11/12/2017 6:21:52 PM Customer: SPRINT NEXTEL Analysis Parameters Location: ST LUCIE County, FL Height (ft): 400 Code: ANSIITIA-222-G Base Elevation (ft): 0.00 Shape: Triangle Bottom Face Width (ft): 4.00 Tower Manufacturer. FWT Inc Top Face Width (ft): 4.00 Tower Type: Guyed Ice & Wind Parameters Structure Class: II Design Windspeed Without Ice: 117 mph Exposure Category: C Design Windspeed With Ice: 0 mph Topographic Category: 1 Operational Windspeed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 0.67 TL(sec): 8 p: 1.3 Cs: 0.030 SS: 0.064 SI : 0.048 Cs, Max: 0.046 Fa: 1.600 Fv: 2.400 Cs, Min: 0.030 Sa, : 0.068 SO: 0.077 1.213+1.6W Normal 1.21) + 1.6W 60 deg 1.21) + 1.6W 90 deg 1.2D + 1.6W 120 deg 1.21) + 1.6W 180 deg 1.21) + 1.6W 210 deg 1.213 + 1.6W 240 deg 1.21) + 1.6W 300 deg 1.213 + 1.6W 330 deg (1.2+ 0.2Sds)' DL+ E Normal (1.2+ 0.2Sds) • DL+ E 60 deg (1.2 + 0.2Sds) • DL + E 90 deg (1.2 + 0.2Sds) • DL + E 120 deg (1.2 + 0.2Sds) • DL + E 180 deg (1.2 + 0.2Sds) • DL + E 210 deg (1.2 + 0.2Sds) • DL + E 240 deg (1.2 + 0.2Sds)' DL + E 300 deg (1.2.+ 0.2Sds) - DL + E 330 deg 1.01) + 1.OW Service Normal 1.OD + 1.OW Service 60 deg 1.013 + 1.OW Service 90 deg Load Cases 117 mph Normal to Face with No Ice 117 mph 60 degree with No Ice 117 mph 90 degree with No Ice 117 mph 120 degree with No Ice 117 mph 180 degree with No Ice 117 mph 210 degree with No Ice 117 mph 240 degree with No Ice 117 mph 300 degree with No Ice 117 mph 330 degree with No Ice Seismic Normal Seismic 60 deg Seismic 90 deg Seismic 120 deg Seismic 180 deg Seismic 210 deg Seismic 240 deg Seismic 300 deg Seismic 330 deg Serviceability -60 mph Wind Normal Serviceability -60 mph Wind 60 deg Serviceability -60 mph Wind 90 deg Page 1 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL 1.01) + 1.OW Service 120 deg 1.01) + 1.OW Service 180 deg 1.O13 + 1.OW Service 210 deg 1.013 + 1.OW Service 240 deg 1.013 + 1.OW Service 300 deg 1.013 + 1.OW Service 330 deg Code: ANSIMA-222-G 02007-2017byATCIPLLC. Alldghtsmsemed. Engineering Number: OAA716608_C3_01 11/12/2017 6:21.52 PM Analysis Parameters Serviceability - 60 mph Wind 120 deg Serviceability - 60 mph Wind 180 deg Serviceability .60 mph Wind 210 deg Serviceability - 60 mph Wind 240 deg Serviceability - 60 mph Wind 300 deg Serviceability - 60 mph Wind 330 deg Page 2 Site Number: 2680 Code: ANSI1TIA-222-G 02007-2017byATCIPLLC. AIldghisresemed. Site Name: Fort Drum, FL Engineering Number: 0AA716608 C3 01 11/12/2017 6:21:52 PM Customer: SPRINT NEXTEL Tower Loading Discrete ADDurtenance PrODerties 1.2D+1.6W Elevation Description Qty Wt EPA Length Width Depth K. Orient. Vert. M. Q. F. (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc4ft) (lb-ft) (psf) (lb) (lb) 397.0 Decibel DB810KESY 1 35 5.0 16.8 3.0 3.0 1.00 1.00 0.0 0.0 50.40 345 50 397.0 Decibel DB810KTI E- 3 48 5.1 17.1 3.0 3.0 1.00 1.00 0.0 0.0 50.40 1055 207 397.0 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 50.40 239 216 380.0 Round Side Arm 2 150 5.2 0.0 0.0 0.0 1.00 0.90 0.0 0.0 49.93 636 432 380.0 dbSpectra 2 70 5.5 18.3 3.0 3.0 1.00 1.00 0.0 0.0 49.93 747 202 285.0 10' Std. Dish 1 512 130.7 10.0 120.0 0.0 1.00 1.00 0.0 0.0 47.00 8354 737 268.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 46.39 946 720 250.0 8' Std. Dish 1 340 83.6 8.0 96.0. 0.0 1.00 1.00 0.0 0.0 45.72 5201 490 235.0 6' Std. Dish 1 278 47.0 6.0 72.0 0.0 1.00 1.00 0.0 0.0 45.13 2888 400 211.0 RFS ACU-A20-N 6 1 0.1 0.3 2.0 3.5 0.90 0.50 0.0 0.0 44.12 23 9 211.0 Ericsson 80OMHz 2 10 0.5 0.4 11.0 4,5 0.90 0.50 0.0 0.0 44.12 26 29 211.0 Nokia Radar Co- 1 16 0.9 0.8 11.8 3.0 0.90 0.67 0.0 0.0 44.12 34 22 211.0 Ericsson Mini -Link 1 9 1.1 1.0 10.3 3.8 0.90 0.50 0.0 0.0 ".12 29 13 211.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.90 0.50 0.0 0.0 44.12 131 242 211.0 Ericsson RRUS-11 4 54 2.6 1.4 17.8 9.2 0.90 0.67 0.0 0.0 44.12 365 311 211.0 Ericsson RRUS-11 2 54 2.5 1.4 17.8 9.2 0.90 0.67 0.0 0.0 44.12 182 156 211.0 Ericsson RRUS82 w/ 3 62 3.0 2.0 15.0 7.0 0.90 0.67 0.0 0.0 44.12 323 268 211.0 Ericsson ANT2 0.6 1 28 4.7 2.2 26.1 9.5 0.90 1.00 0.0 0.0 44.12 253 40 211.0 RFS APXVSPPI8-C- 3 57 8.0 6.0 11.8 7.0 0.90 0.69 0.0 0.0 44.12 896 246 211.0 Commscope 3 58 9.1 6.0 13.8 8.2 0.90 0.69 0.0 0.0 44.12 1017 251 211.0 Flat Light Sector 2 400 17.9 0.0 0.0 0.0 0.90 0.90 0.0 0.0 ".12 1740 1152 194.0 6' Std. Dish 1 278 47.0 6.0 72.0 0.0 1.00 1.00 0.0 0.0 43.34 2773 400 135.0 RFS PADS-65AC 1 285 83.6 8.0 96.0 0.0 1.00 1.00 0.0 0.0 40.16 4568 410. 120.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 39.17 799 720 102.0 RFS PAD8-65AC 1 285 83.6 8.0 96.0 0.0 1.00 1.00 0.0 0.0 37.86 4306 410 60.00 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 33.86 691 720 Totals 49 6148 692.3 Discrete ADDurtenance Prooerties 1.OD+I.OWSemice Elevation Description (ft) Qty Wt. (lb) EPA (sf) Length Width (ft) (in) Depth (in) K. Orient. Factor Vert. Ecc.(ft) M. (lb-ft) Q, (psi) F, (WL) (lb) P,(DL) (lb) 397.0 Decibel DB810KESY 1 35 5.0 16.8 3.0 3.0 1.00 1.00 0.0 0.0 13.25 57 35 397.0 Decibel DB810KT1E- 3 48 5.1 17.1 3.0 3.0 1.00 1.00 0.0 0.0 13.25 173 144 397.0 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 13.25 39 150 380.0 Round Side Arm 2 150 5.2 0.0 0.0 0.0 1.00 0.90 0.0 0.0 13.13 104 300 380.0 dbSpectra 2 70 5.5 18.3 3.0 3.0 1.00 1.00 0.0 0.0 13.13 123 140 285.0 10' Std. Dish 1 512 130.7 10.0 120.0 0.0 1.00 1.00 0.0 0.0 12.36 1373 512 268.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 12.20 156 600 250.0, 8' Std. Dish 1 340 83.6 8.0 96.0 0.0 1.00 1.00 0.0 0.0 12.02 855 340 235.0 6' Std. Dish 1 278 47.0 6.0 72.0 0.0 1.00 1.00 0.0 0.0 11.87 475 278 211.0 RFS ACU-A20-N 6 1 0.1 0.3 2.0 3.5 0.96 0.50 0.0 0.0 11.60 4 6 211.0 Ericsson 80OMHz 2 10 0.5 0.4 11.0 4.5 0.90 0.50 0.0 0.0 11.60 4 20 211.0 Nokia Radar Co- 1 16 0.9 0.8 11.8 3.0 0.90 0.67 0.0 0.0 11.60 6 16 211.0 Ericsson Mini -Link 1 9 1.1 1.0 10.3 3.8 0.90 0.50 0.0 0.0 11.60 5 9 211.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.90 0.60 0.0 0.0 11.60 22 168 211.0 Ericsson RRUS-11 4 54 2.5 1.4 17.8 9.2 0.90 0.67 0.0 0.0 11.60 60 216 211.0 Ericsson RRUS-11 2 54 2.5 1.4 17.8 9.2 0.90 0.67 0.0 0.0 11.60 30 108 211.0 Ericsson RRUS82 w/ 3 62 3.0 2.0 15.0 7.0 0.90 0.67 0.0 0.0 11.60 53 186 211.0 Ericsson ANT2 0.6 1 28 4.7 2.2 26.1 9.5 0.90 1.00 0.0 0.0 11.60 42 28 211.0 RFS APXVSPPI8-C- 3 57 8.0 6.0 11.8 7.0 0.90 0.69 0.0 0.0 11.60 147 171 211.0 Commscope 3 58 9.1 6.0 13.8 8.2 0.90 0.69 0.0 0.0 11.60 167 174 Page 3 Site Number: 2680 Code: ANSUTIA-222.G 02007-2017byATC1PLLC. All lights reserves Site Name: Fort Drum, FL Engineering Number: OAA716608 C3_01 11112/2017 6:21:52 PM Customer: SPRINT NEXTEL Tower Loading 211.0 Flat Light Sector 2 400 17.9 0.0 0.0 0.0 0.90 0.90 0.0 0.0 11.60 286 800 194.0 6' Std. Dish 1 278 47.0 6.0 72.0 0.0 1.00 1.00 0.0 0.0 11.40 466 278 135.0 RFS PAD8-65AC 1 285 83.6 8.0 96.0 0.0 1.00 1.00 0.0 0.0 10.66 751 285 120.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 10.30 131 500 102.0 RFS PAD8-65AC 1 285 83.6 8.0 96.0 0.0 1.00 1.00 0.0 0.0 9.96 708 285 60.00 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 8.90 114 500 Totals 49 6148 692.3 Page 4 Site Number: 2680 Code: ANSVTIA-222-G 9)2007-2017byATCIPLLC. All rights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:52 PM Customer: SPRINT NEXTEL Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pet Spread On Bundling Cluster Of Spacing Orientation Ka (it) (ft) Description Oty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 0.00 400.0 Climbing Ladder 1 1.50 6.90 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 397.0 1 5/8" Coax 3 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 397.0 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 380.0 1 1/4" Coax 1 1.55 0.63 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 380.0 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 285.0 1 518" Coax 1 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 260.0 1" Conduit 1 1.30 1.68 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 250.0 EW63 1 2.01 0.51 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 235.0 1" Conduit 1 1.30 1.68 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 235.0 EW63 1 2.01 0.51 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 211.0 1 1/4" Hybriflex 2 1.54 1.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 211.0 1 1/4" Hybriflex 1 1.54 1.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 194.0 1" Conduit 1 1.30 1.68 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 194.0 EW63 1 2.01 0.51 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 135.0 1" Conduit 1 1.30 1.68 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 136.0 EW63 1 2.01 0.51 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 102.0 1" Conduit 1 1.30 1.68 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 102.0 EW63 2 2.01 0.51 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 5 f Site Number: 2680 Code: ANSIITIA-222-13 Site Name: Fort Drum, FL Engineering Number: OAA716608 C3_01 Customer: SPRINT NEXTEL Equivalent Lateral Force Method (Based on ASCE7-10 Chapters 11, 12 & 15) Spectral Response Acceleration for Short Period (S J: 0.06 Spectral Response Acceleration at 1.0 Second Period (S t): 0.05 Long -Period Transition Period (T -Seconds): 8 L Importance Factor (I d: 1.00 Site Coefficient F s: 1.60 Site Coefficient F r 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period (S ds): 0.07 Design Spectral Response Acceleration at 1.0 Second Period is da: 0.08 Seismic Response Coefficient (C s): 0.03 Upper Limit C s: 0.05 Lower Limit C s: 0.03 Period based on Rayleigh Method (sec): 0.67 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 1.09 Total Unfactored Dead Load: 40.87 k Seismic Base Shear (E): 1.59 k LoadCase (1.2 + 0.2Sds) . DL + E Seismic 02007-2017byATCIPLLC. A/lrightsmserved. 11112/2017 6:21:52 PM ' Height Horizontal Vertical Above Base Weight Wi Force Force Section (ft) (lb) (lb-ft) CW (lb) (lb) 22 390.00 1,186 777,056 0.064 102 1,440 21 370.00 1,205 745,328 0.061 97 1,463 20 350.00 1,205 701,644 0.058 92 1,463 19 330.00 1,384 756,162 0.062 99 1,680 18 310.00 1,375 701,893 0.058 92 1,669 17 290.00 1,380 654,762 0.054 86 1,674 16 270.00 1,469 645,017 0.053 84 1,783 15 250.00 1,491 602,103 0.049 79 1,809 14 230.00 1,881 693,863 0.057 91 2,283 13 210.00 1,925 643,226 0.053 84 2,336 12 190.00 1,982 594,210 0.049 78 2,406 11 170.00 2,034 540,206 0.044 71 2,468 10 150.00 1,996 462,623 0.038 61 2,422 9 130.00 2,028 402,504 0.033 53 2,462 8 110.00 2,325 384,704 0.032 50 2,821 7 90.00 2,093 278,636 0.023 36 2,5411 6 70.00 2,093 211,960 0.017 28 2,541 5 50.00 1,871 131,449 0.011 17 2,271 4 30.00 1,871 75,445 0.006 10 2,271 3 14.00 1,106 19,466 0.002 3 1,342 2 7.00 239 1,978 0.000 0 290 1 3.00 578 1,909 0.000 0 702 Decibel DB81OKESY 397.00 35 23,370 0.002 3 42 Decibel D8810KT1 E.XC 397.00 144 96,150 0.008 13 175 Round Side Arm 397.00 150 100,157 0.008 13 182 Page 6 Site Number: 2680 Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. All rights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Eauivalent Lateral Force Method Round Side Arm 380.00 300 191,008 0.016 25 364 dbSpectra DS4CO6F36D-N 380.00 140 89,137 0.007 12 170 I O' Std. Dish 285.00 512 238,456 0.020 31 621 Torque Arms 268.00 500 217,809 0.018 28 607 8' Std. Dish 250.00 340 137,330 0.011 18 413 6' Std. Dish 235.00 278 104,984 0.009 14 337 RFSACU-A20-N 211.00 6 2,015 0.000 0 7 Ericsson 800MHz SMR Filter 211.00 20 6,718 0.001 1 24 Nokia Radar Co -Location Filter 211A0 15 5,207 0.000 1 19 Ericsson Mini -Link TN R4 211.00 9 2,956 0.000 0 11 Ericsson RRUS 31 B25 211.00 168 56,534 0.005 7 204 Ericsson RRUS-11 800 MHz 211.00 216 72,558 0.006 9 262 Ericsson RRUS-11 800 MHz 211.00 108 36,279 0,003 5 131 Ericsson RRUS82 w/Solarshield 211.00 186 62,581 0.005 8 226 Ericsson ANT2 0.6 HP 11 211.00 28 9,271 0,001 1 33 RFSAPXVSPPI8-C-A20 211.00 171 57,441 0.005 8 208 Commscope DT465B-2XR 211.00 174 58,449 0.005 8 211 Flat Light Sector Frames 211.00 800 268,732 0.022 35 971 6'Std. Dish 194.00 278 85,236 0.007 11 337 RFS PAD8-65AC 135.00 285 58,922 0.005 8 346 Torque Arms 120.00 500 90,950 0.007 12 607 RFS PADS-65AC 102.00 285 43,447 0.004 6 346 Torque Arms 60.00 500 42,817 0.004 6 607 40,867 12,184,557 1.000 1,594 49,598 Page 7 Site Number: 2680 Code: ANSIITIA-222.G 02007-2017byATCIPLLC. Alldghtsmserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 8. 15 and ANSUTIA-G, section 2.7) Spectral Response Acceleration for Short Period (S J: 0.06 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.05 Importance Factor (I J: 1.00 Site Coefficient F a: 1.60 Site Coefficient F : 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period (S ds): 0.07 Desing Spectral Response Acceleration at 1.0 Second Period (S a1): 0.08 _ Period Based on Rayleigh Method (sec): 0.67 Redundancy Factor(p): 1.30 LoadCase (1.2 + O.2Sds)DL + E Seismic Height Horizontal Vertical Above Base Weight Force Force Section (ft) (lb) a b c Sa: (lb) (lb) 22 390.00 1,186 1.797 1.523 0.972 0.161 100 1'"0 21 370.00 1,205 1.617 0.832 0.694 0.129 81 1,463 20 350.00 1,205 1."7 0.379 0.482 0.102 64 1,463 19 330.00 1,384 1.286 0.102 0.324 0.082. 59 1,680 18 - 310.00 1,375 1.135 -0.048 0.209 0.067 48 1,669 17 290.00 1,380 0.993 -0.111 0.128 0.057 41 1,674 16 270.00 1,469 0.861 -0.120 0.073 0.049 37 1,783 15 250.00 1,491 0.738 -0.098 0.038 0.043 33 1,809 14 230.00 1,881 0.625 -0.062 0.018 0.038 37 2,283 13 210.00 1,925 0.521 -0.024 0.008 0.034 34 2,336 12 190.00 1,982 0.426 0.010 0.006 0.030 31 2,406 11 170.00 2,034 0.341 0.035 0.009 0.026 27 2,468 10 150.00 1,996 0.266 0.052 0.015 0.022 22 2,422 9 130.00 2,028 0.200 0.063 0.023 0.018 19 2,462 8 110.00 2,325 0.143 0.068 0.031 0.014 17 2,821 7 90.00 2,093 0.096 0.071 0.038 0.011 12 2,541 6 70.00 2,093 0.058 0.072 0.041 0.009 9 2,541 5 50.00 1,871 0.030 0.068 0.040 0.007 6 2,271 4 30.00 1,871 0.011 0.056 0.032 0.004 4 2,271 3 14.00 1,106 0.002 0.034 0.019 0.002 1 1,342 2 7.00 239 0.001 0.019 0.010 0.001 0 290 1 3.00 578 0.000 0.009 0.005 0.001 0 702 Decibel DB810KESY 397.00 35 1.862 1.834 1.087 0.175 3 42 Decibel DB810KT1E.XC 397.00 1" 1.862 1.834 1.087 0.175 13 175 Round Side Arm 397.00 150 1.862 1.834 1.087 0.175 14 182 Round Side Arm 380.00 300 1.706 1.144 0.823 0.144 22 364 dbSpectrs DS4C06F36D-N 380.00 140 1.706 1.144 0.823 0.144 10 170 10' Std. Dish 285.00 512 0.959 -0.118 0.112 0.054 15 621 Torque Arms 268.00 Soo 0.848 -0.119 0.069 0.048 13 607 8' Std. Dish 250.00 340 0.738 -0.098 0.038 0.043 8 413 6' Std. Dish 235.00 278 0.652 -0.071 0.022 0.039 6 337 RFSACU-A20.N 211.00 6 0.526 -0.026 0.008 0.034 0 7 Ericsson 800MHz SMR Filter 211.00 20 0.526 -0.026 0.008 0.034 0 24 Nokia Radar Co -Location Filter 211.00 15 0.526 -0.026 0.008 0.034 0 19 Ericsson Mini -Link TN R4 211.00 9 0.526 -0.026 0.008 0.034 0 11 Ericsson RRUS 31 B25 211.00 168 0.526 -0.026 0.008 0.034 3 204 Ericsson RRUS-11 800 MHz 211.00 216 0.526 -0.026 0.008 0.034 4 262 Ericsson RRUS-11 800 MHz 211.00 108 0.526 -0.026 0.008 0.034 2 131 Ericsson RRUS82 wl Solarshield 211.00 186 0.526 -0.026 0.008 0.034 3 226 Ericsson ANT2 0.6 HP 11 211.00 28 0.526 -0.026 0.008 0.034 0 33 Page 8 1 Site Number: 2680 Code: ANSIMA-222-G 02007-2017byATC1PLLC. All fights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608 C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Eaulvalent Modal Analvsis Method RFS APXVSPP18-C-A20 211.00 171 0.526 -0.026 0.008 0.034 3 208 Commscope DT465B-2XR 211.00 174 0.526 -0.026 0.008 0.034 3 211 Flat Light Sector Frames 211.00 800 0.526 -0.026 0.008 6.034 14 971 6' Std. Dish 194.00 278 0.445 0.003 0.006. 0.030 4 337 RFS PADS-65AC 135.00 285 0.215 0.061 0.021 0.019 3 346 Torquo Arms 120.00 Boo 0.170" 0.066 0.027 0.016 4 607 RFS PADB-65AC 102.00 285 0.123 0.070 0.034 0.013 2 346 Torque Arms 60.00 Soo 0.043 0.070 0.042 0.008 2 607 40,867 32.095 10.278 8.594 2.397 836 49,598 Page 9 I Site Number: 2680 Code: ANSITTIA-222-G ©2007-2017byATCIPLLC. AIIrightsreserved. Site Name: Fort Drum, FL Engineering Number: OAA716608 C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summa Section: 1 Base Sot Elev (ft): 0.00 Height (ft): 6.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phlRnvph!Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -97.13 1.213 + 1.6W 60 3.04 100 100 100 58.3 50.0 172.29 0 0 0.00 0.00 56 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2X2XO.1875 -4.64 1.213 + 1.6W 4.046 50 50 50 55.5 36.0 19.70 0 0 O.OD 0.00 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phlRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) /, Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2XO.1875 7.23 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 31 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 Pu phlRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 94.26 1.213 + 1.6W 330 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 2 T-ONLY-TYP Bot Elev (ft): 6.00 Height (ft): 2.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvph!Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -92.09 1.213 + 1.6W 60 2.00 100 100 100 38.4 50.0 198.37 0 0 0.00 0.00 46 Member X HORIZSAE - 2X2XO.1875 -0.861.213+1.6W 60 4.000 100100 100 79.2 36.0 16.65 0 0 0.00 0.00 5Member Z DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phiRnv phlRn Phil Pn Use Max Tension Member Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) Controls(kip) /, LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2XO.1875 13.48 1.21)+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 58 Member DIAG SOL - 6/8" SOLID 1.97 1.2D + 1.6W 60 36 58 9.94 0 0 0.00 0.00 0.00 19 Member Po phlRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 92.12 1.2D + 1.6W 210 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 94.26 1.21)+1.6W 330 0.00 0 Page 10 i Site Number: 2680 Code: ANSI/TIA-222-G ©2007-2017byATCIPLLC. AI/nghtsmserved. Site Name: Fort Drum, FL Engineering Number: OAA716608 C3 01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 3 T-ONLY-TYP Bot Elev (ft): 8.00 Height (ft): 12.000 Shear Bear . Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -99.37 1.2D + 1.6W 60 3.92 100 100 100 75.2 50.0 146.12 0 0 0.00 0.00 68 Member X HORIZSAE-2X2X0.1875 -1.48 1.2D + 1.6W 60 4.000 100100 100 79.2 36.0 16.65 0 0 0.00 0.00 8Member Z DIAG SOL - 5/8" SOLID -0.08 1.213 + 1.6W 90 5.598 100 100 100 430.6 36.0 0.37 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE.2X2X0.1875 0.07 1.21)+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 0Member DIAG SOL - 5/8" SOLID 1.99 1.21) + 1.6W 60 36 58 9.94 0 0 0.00 0.00 0.00 20 Member Pu phiRnt Use Num Maxice Forces axS P (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 99.30 1.2D + 1.6W 300 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 92.12 1.2D+1.6W 210 0.00 0 Section: 4 T-ONLY-TYP Bot Elev (ft): 20.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2112"SOLID -99.98 1.2D + 1.6W 60 3.90 100 100 100 74.9 60.0 146.64 0 0 0.00 0.00 68 MemberX HORIZSAE-2X2X0.1875 -1.29 1.2D+1.6W 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 7 Member DIAG SOL -518" SOLID -0.17 1.2D + 1.6W 5.587 100 100 100429.7 36.0 0.38 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-2X2X0.1875 0.13 1.2D+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 0Member DIAG SOL - 518" SOLID 2.11 11.213 + 1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 21 Member Max Splice Forces Pu phiRnt Use Num (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 95.47 1.2D+1.6W300 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 99.30 1.2D+1.6W300 0.00 0 Page 11 0 Site Number: 2680 Code: ANSI1TIA-222-G 02007-2017byATCIPLLC. Agrightsmsemed. Site Name: Fort Drum, FL Engineering Number: OAA716608 C3_01 11/1212017 6:21:63 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 5 T-ONLY-TYP Bot Elev (ft): 40.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/2"SOLID-105.061.213+1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 71 MemberX HORIZSAE - 2X2X0.1875 -3.02 1.213 + 1.6W 90 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 18 Member Z DIAG SOL - 5/8" SOLID -0.06 1.21) + 1.6W 5.587 100 100 100 429.7 36.0 0.38 0 0 0.00 0.00 Member X Shear Bear Bilk Shear Pu Fy Fu Phil Pn Num Num phiRn phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE - 2XV0.1875 2.32 1.213+1.6W 60 36 58 23.17 0 0 0.00 0.00 0.00 10 Member DIAG SOL - 5/8" SOLID 4.39 1.213 + 1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 44 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use /o Num Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 104.92 1.213+1.6W 0.00 0 Sot Tension 0.00 0.00 0 Bot Compression 95.47 1.2D + 1.6W 300 0.00 0 Section: 6 T-ONLY-TYP Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/2"SOLID-104.491.213+1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 71 MemberX HORIZSAE- 2X2X0.25-3.601.213+1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 16 MemberZ DIAG SOL -718" SOLID -0.07 1.2D + 1.6W 5.587 100 100 100306.5 36.0 1.45 0 0 0.00 0.00 MemberX Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRn phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 - 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2X0.25 2.30 1.2D + 1.6W 60 36 58 30.46 0 0 0.00 0.00 0.00 7 Member DIAG SOL - 718" SOLID 5.20 1.213 + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 26 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) / Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 91.52 1.21)+1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 104.92 11.213+1.6W 0.00 0 Page 12 Site Number: 2680 Code: ANSITrIA-222-G ®2007-2017byATCIPLLC. Alinghtsmsemed Site Name: Fort Drum, FL Engineering Number: OAA716608 C3 01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 7 T-ONLY-TYP Bot Elev (ft): 80.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2112"SOLID -95.721.20+1.6W 60 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 65 MemberX HORIZSAE - 2X2X0.25 -1.30 1.213 + 1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 5 Member Z DIAG SOL - 7/8" SOLID .0.05 1.213 + 1.6W 5.587 100 100 100 306.5 36.0 1.45 0 0 0.00 0.00 MemberX Shear Bear Slk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE - 2X2X0.25 0.56 11.213 + 1.6W 90 36 58 30.46 0 0 0.00 0.00 0.00 1 Member DIAG SOL -7/8" SOLID 2.21 1.2D+1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 11 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 94.80 1.2D+1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 91.52 1.213 + 1.6W 60 0.00 0 Section: 8 T-ONLY-TYP Bot Elev (ft): 100.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2112"SOLID-116.00 1.2D + 1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 79 MemberX HORIZSAE -2X2X0.3125 5.251.2D+1.6W 90 4.000 100 100 100 80.0 36.0 26.61 0 0 0.00 0.00 19 MemberZ DIAG PLA-2X912" .0.011.2D+1.6W 5.687 100 100 100464.6 36.0 1.05 0 0 0.00 0.00 MemberY Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-2XZX0.3125 4.07 1.2D+1.6W 60 36 58 37.26 0 0 0.00 0.00 0.00 10 Member DIAG PLA-2X1/2" 7.591.21)+1.6W 90 36 58 32.40 0 0 0.00 0.00 0.00 23 Member Pu phiRnt Use Num Splice Forces Max S P (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 115.85 1.2D + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 94.80 11.213+1.6W 60 0.00 0 Page 13 Site Number: 2680 Code: ANSUTIA-222.G 02007-2017byATCIPLLC. Alldghtsreserved. Site Name: Fort Drum, FL Engineering Number. OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 9 T-ONLY-TYP Bot Elev (ft):120.0 Height (ft): 20.000 Shear Bear PU Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2112"SOLID-115.41 1.2D + 1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 78 MemberX HORIZSAE - 2X2X0.25 -5.14 1.21) + 1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 23 Member Z DIAG SOL - 7/8" SOLID -0.04 1.213 + 1.6W 5.587 100 100 100 306.5 36.0 1.45 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE -2X2X0.25 3.99 1.2D+1.6W 60 36 58 30.46 0 0 0.00 0.00 0.00 13 Member DIAG SOL - 718" SOLID 7.24 1.20 + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 37 Member Max Splice Forces PU (kip) Load Case phiRnt (kip) Use Num % Bolts Bolt Top Tension 0.00 0.00 0 0 Top Compression 78.93 1.20+1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 115.85 1.213 + 1.6W 0.00 0 Section: 10 T-ONLY-TYP Bot Elev (ft): 140.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-�1/2"SOLID -84.311.21)+1.6W 3.90 100100 100 74.9 50.0 146.64 0 0 0.00 0.00 57 Member HORIZSAE - 2X2X0.25 -1.37 1.213 + 1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 6 Member Z DIAG SOL - 7/8" SOLID -0.16 1.2D + 1.6W 5.587 100 100 100 306.5 36.0 1.45 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2X0.25 2.04 (1.2 + 0.2Sds) • 36 58 30.46 0 0 0.00 0.00 0.00 6 Member DIAG SOL - 7/8" SOLID 2.28 1.213 + 1.6W 60 36 58 19.48 0 0 0.00 0.00 0.00 11 Member PU phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 84.25 1.213+1.6W 0.00 0 Bot Tension 0.00 0.00 0 But Compression 78.93 1.213+1.6W 0.00 0 Page 14 i Site Number: 2680 Code: ANSI/TIA-222-G 02007-2017eyATCIPLLC. All lights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 11 T-ONLY-TYP Bot Elev (ft): 160.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/2"SOLID -109.06 1.2D + 1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 74 MemberX HORIZSAE - 2X2X0.25 -3.49 1.2D + 1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 16 Member Z DIAG SOL -718" SOLID -0.021.2D+1.6W 5.587 100 100 100306.5 36.0 1.45 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-2X2X0.25 3.44 1.213+1.6W 36 58 30.46 0 0 0.00 0.00 0.00 11 Member DIAG SOL - 7/8" SOLID 4.88 1.2D + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 25 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 108.99 1.2D+1.6W 240 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 84.25 1.2D + 1.6W 0.00 0 Section: 12 T-ONLY-TYP Bot Elev (ft):180.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/2"SOLID-108.54 1.2D + 1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 74 MemberX HORIZSAE-2X2X0.25-5.661.2D+1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 25 Member DIAG SOL -7/8" SOLID -0.011.213+1.6W 5.587 100 100 100306.5 36.0 1.45 0 0 0.00 0.00 MemberX Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2X0.25 2.99 1.2D + 1.6W 36 58 30.46 0 0 0.00 0.00 0.00 9 Member DIAG SOL - 7/8" SOLID 7.84 11.213 + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 40 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 65.21 1.213+1.6W 240 0.00 0 Bot Tension 0.00 0.00 0 Sot Compression 108.99 1.2D+1.6W 240 0.00 0 Page 16 Site Number: 2680 Code: ANSI1TIA-222.G 02007-2017byATCIPLLC. All rights reserved. Site Name: Fort Drum, FL Engineering Number. OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summa Section: 13 T-ONLY-TYP Sot Elev (ft): 200.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % . F'y . Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL -21/2"SOLID -66.001.21)+1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 45 MemberX HORIZSAE-2X2X0.25 -3.13 1.2D + 1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 14 MemberZ DIAG SOL - 7/8" SOLID .0.01 1.2D + 1.6W 5.587 100 100 100 306.5 36.0 1.45 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-2X2X0.25 1.57 (1.2+0.2Sds)• 36 58 30.46 0 0 0.00 0.00 0.00 5Member DIAG SOL - 7/8" SOLID 4.99 1.213 + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 25 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 65.98 1.213+1.6W 240 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 65.21 1.213+1.6W 240 0.00 0 Section: 14 T-ONLY-TYP Sot Elev (ft): 220.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2112"SOLID -72.391.2D+1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 49 MemberX HORIZSAE-2X2X0.25 -6.54 1.2D + 1.6W 90 4.000 100 100 100 79.8 36.0 21.78 0 0 0.00 0.00 30 MemberZ DIAG SOL -7/8" SOLID -0.99 1.2D + 1.6W 5.587 100 100 100306.5 36.0 1.45 0 0 0.00 0.00 MemberX Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE -2X2X0.25 1.35 1.213+1.6W 36 58 30.46 0 0 0.00 0.00 0.00 4Member DIAG SOL - 7/8" SOLID 9.21 1.213 + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 47 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) /o Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 54.91 1.213+1.6W 330 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 65.98 1.2D+1.6W240 0.00 0 Page 16 0 Site Number: 2680 Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. A/Idghrsmserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:63 PM Customer: SPRINT NEXTEL Force/Stress Summa Section: 15 T-ONLY-TYP Bot Elev (ft): 240.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/4"SOLID -62.87 1.2D + 1.6W 60 3.90 100 100 100 83.2 50.0 107.86 0 0 0.00 0.00 58 MemberX HORIZSAE-2X2X0.1875 -2.941.213+1.6W 90 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 17 MemberZ DIAG SOL-314"SOLID -0.021.213+1.6W 5.587 100 100 100357.5 36.0 0.78 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phlRnv phlRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2X0.1875 1.06 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 4 Member DIAG SOL -3/4" SOLID 4.58 1.21)+1.6W 90 36 58 14.31 0 0 0.00 0.00 0.00 31 Member Pu phlRnt Use Num Max Splice Forces (kip) Load Case (kip) /e Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 56.66 1.213+1.6W 330 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 54.91 1.213+1.6W 330 0.00 0 Section: 16 T-ONLY-TYP Bot Elev (ft): 260.0 Height (ft): 20.000 Shear Bear PU Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL . 2 1/4" SOLID -56.44 1.213 + 1.6W 90 3.90 100 100 100 83.2 50.0 107.86 0 0 0.00 0.00 52 Member X HORIZSAE-2X2X0.1875 -8.17 1.2D + 1.6W 90 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 49 MemberZ DIAG SOL -3/4" SOLID -0.091.21)+1.6W 5.587 100 100 100357.5 36.0 0.78 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phlRnv phlRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-2X2X0.1875 7.75 1.213+1.6W 60 36 58 23.17 0 0 0.00 0.00 0.00 33 Member DIAG SOL-314"SOLID 8.531.21)+1.6W 90 36 58 14.31 0 0 0.00 0.00 0.00 59 Member Max Splice Forces Pu phlRnt Use Num (kip) Load Case (kip) /a Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 51.39 1.2D+1.6W180 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 56.66 1.2D+1.6W330 0.00 0 Page 17 0 Site Number: 2680 Code: ANSIIfIA-222-G ®2007-2017byATCIPLLC. AIldghtsmse"d. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/1212017 6:21:63 PM Customer: SPRINT NEXTEL Force/Stress Summar Section: 17 T-ONLY-TYP Bot Elev (ft): 280.0 Height (ft): 20.000 _ Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/4"SOLID -59.991.213+1.6W 60 3.90 100100 100 83.2 50.0 107.86 0 0 0.00 0.00 55 MemberX HORIZSAE-2X2X0.1875 -3.55 1.2D + 1.6W 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 21 MemberZ DIAG SOL - 5/8" SOLID -0.07 1.213 + 1.6W 5.587 100 100 100 429.7 36.0 0.38 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID 4.77 1.213 + 1.6W 50 65 178.92 0 0 0.00 0.00 2 Member HORIZSAE-2X2X0.1875 1.73 1.21)+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 7Member DIAG SOL - 5/8" SOLID 7.13 1.2D + 1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 71 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use Num / Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 49.70 11.213+1.6W 180 - 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 51.39 1.213+1.6W 180 0.00 0 Section: 18 T-ONLY-TYP Bot Elev (ft): 300.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21W'SOLID -49.45 1.2D + 1.6W 60 3.90 100100 100 83.2 50.0 107.86 0 0 0.00 0.00 45 MemberX HORIZSAE-2X2X0.1875 -3.64 1.2D + 1.6W 90 4.000 100 100 100 79.2 36.0 16.66 0 0 0.00 0.00 21 Member DIAG SOL -5/8" SOLID -0.081.213+1.6W 5.587 100 100 100429.7 36.0 0.38 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE -2X2X0.1875 0.57 1.2D+1.6W 60 36 58 23.17 0 0 0.00 0.00 0.00 2Member DIAG SOL - 5/8" SOLID 5.53 1.213 + 1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 55 Member Max Splice Forces Pu phiRnt Use Num (kip) Load Case (kip) /o Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 32.83 1.2D+1.6W210 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 49.70 1.2D + 1.6W 180 0.00 0 Page 18 0 � I Site Number: 2680 Code: ANSIITIA-222-G ©2007-2017byATCIP[[c. All lights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3 01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 19 T-ONLY-TYP Bot Elev (ft): 320.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2114"SOLID -43.471.2D+1.6W 3.90 100 100 100 83.2 50.0 107.86 0 0 0.00 0.00 40 MemberX HORIZSAE- 2X2X0.1875 4.531.2D+1.6W 90 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 27 Member DIAG SOL -518" SOLID -0.03 1.2D + 1.6W 5.587 100 100 100429.7 36.0 0.38 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL- 21/4" SOLID 13.23 1.213+ 1.6W 60 50 65 178.92 0 0 0.00 0.00 7 Member HORIZSAE - 2X2X0.1875 0.71 1.213 + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 3 Member DIAG SOL - 618" SOLID 6.60 1.21)+1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 66 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 1.20 1.2D + 1.6W 300 0.00 0 0 Top Compression 22.96 1.213 + 1.6W 240 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 32.89 1.2D + 1.6W 210 0.00 0 Section: 20 T-ONLY-TYP Bot Elev (ft): 340.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID .22.72 1.2D + 1.6W 3.90 100 100 100 93.6 50.0 74.50 0 0 0.00 0.00 30 MemberX HORIZSAE - 2X2X0.1875 -2.43 1.21) + 1.6W 90 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 14 Member Z DIAG SOL -5/8" SOLID -0.021.213+1.6W 5.587 100 100 100429.7 36.0 0.38 0 0 0.00 0.00 MemberX Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL-2"SOLID 1.28 1.2D+1.6W 60 50 65 141.37 0 0 0.00 0.00 0Member HORIZSAE -2X2X0.1875 0.28 1.21)+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 5/8" SOLID 3.71 1.2D + 1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 37 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) / Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 18.04 1.21) + 1.6W 240 0.00 0 Bot Tension 1.20 1.21) + 1.6W 300 61.02 2 3 518 A325 Bot Compression 22.96 1.21)+ 1.6W 240 0.00 0 Page 19 Site Number: 2680 Code: ANSITTIA-222-G 02007-2017byATCIPLLC. All fights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 21 T-ONLY-TYP Bot Elev (ft): 360.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2" SOLID -20.54 1.2D + 1.6W 60 3.90 100 100 100 93.6 50.0 74.50 0 0 0.00 0.00 27 Member X HORIZSAE-2X2X0.1875-0.691.213+1.6W 60 4.000 100100 100 79.2 36.0 16.65 0 0 0.00 0.00 4Member Z DIAG SOL - 5/8" SOLID -0.01 1.213 + 1.6W 5.587 100 100 100 429.7 36.0 0.38 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-2X2X0.1875 0.27 (1.2+0.2Sds)` 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 5/8" SOLID 1.25 1.213 + 1.6W 60 36 58 9.94 0 0 0.00 0.00 0.00 12 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use Num % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 20.47 1.21)+1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 18.04 1.213+1.6W 240 0.00 0 Section: 22 T-ONLY-TYP Bot Elev (ft): 380.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID .20.13 1.2D + 1.6W 60 3.90 100100 100 93.6 50.0 74.50 0 0 0.00 0.00 27 MemberX HORIZSAE - 2X2X0.1875 -1.91 1.213 + 1.6W 4.000 100 100 100 79.2 36.0 16.65 0 0 0.00 0.00 11 Member Z DIAG SOL - 5/8" SOLID -0.12 1.21) + 1.6W 5.587 100 100 100 429.7 36.0 0.38 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL - 2" SOLID 3.33 1.213 + 1.6W 60 50 65 141.37 0 0 0.00 0.00 2 Member HORIZSAE-2X2X0.1875 0.40 1.2D+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL -5/8" SOLID 2.86 1.213+1.6W 90 36 58 9.94 0 0 0.00 0.00 0.00 28 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) / Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.09 (1.2+ 0.2Sds) ` 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 20.47 1.21) + 1.6W 60 0.00 0 Maximum Reactions Summary Base Anchl Vertical (kip) 261.05 -118.59 Horizontal (kip) 1.94 166.36 Page 20 Site Number: 2680 Code: ANSUTIA-222-G 02007-2017byATCIPLLC. Mlightsmservee. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Force/Stress Summary Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth (° ) . Uplift (kip) Shear (kip) 280.00 0.00 0 118.59 166.36 - 280.00 0.00 240 118.59 166.36 280.00 0.00 120 118.59 166.36 Page 21 Site Number: 2680 Code: ANSIrrIA-222-G 02007-2017byATCIPLLC. All rights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL Detailed Cable Forces Allow Applied Elevation Anchor Tower Tension Tension Use Load Caere (it) Cable Node Node (kip) (kip) % 1.21)+1.6W Normal 60.00 314 EHS Al T1 34.98 2.85 8 314 EHS Al T1b 34.98 2.84 8 314 EHS Ala Tie 34.98 9.74 28 314 EHS Ala T1b 34.98 9.66 28 314 EHS Alb TI 34.98 9.63 28 _ 314 EHS Alb Tie 34.98 9.71 28 120.00 314 EHS Al T2 34.98 0.99 3 314 EHS At T2b 34.98 0.99 3 314 EHS Ala T2a 34.98 12.37 35 314 EHS Ala T2b 34.98 12.26 35 314 EHS Alb T2 34.98 12.28 35 314 EHS Alb T2a 34.98 12.34 35 180.00 718 EHS Al 65 47.82 0.33 1 718 EHS Ala 65b 47.82 20.50 43 718 EHS Alb 66a 47.82 20.53 43 224.15 718 EHS Al 81 47.82 1.24 3 718 EHS Ala sib 47.82 24.37 51 718 EHS Alb 818 47.82 24.38 51 268.05 518 EHS Al TS 25.44 1.77 7 518 EHS Al T5b 26.44 1.77 7 518 EHS Ala T5a 25.44 14.53 57 518 EHS Ala T5b 25.44 14.43 57 618 EHS Alb T5 25.44 14.42 57 618 EHS Alb T5a 25.44 14.53 57 328.05 718 EHS Al 117 47.82 3.55 7 718 EHS Ala 117b 47.82 27.12 57 718 EHS Alb 117a 47.82 27.12 57 388.05 314 EHS Al 138 34.98 4.47 13 314 EHS Ala 138b 34.98 20.67 59 314 EHS Alb 138a 34.98 20.67 59 1.21) + 1.6W 60 deg 60.00 314 EHS Al TI 34.98 6.12 17 314 EHS Al T1b 34.98 5.99 17 314 EHS Ala Tie 34.98 12.65 36 3/4 EHS Ala T1b 34.98 12.65 36 3/4 EHS Alb TI 34.98 6.10 17 314 EHS. Alb Tie 34.98 5.97 17 120.00 314 EHS Al T2 34.98 6.00 17 314 EHS Al T2b 34.98 5.83 17 314 EHS Ala T2a 34.98 16.95 48 314 EHS Ala T2b 34.98 16.95 48 3/4 EHS Alb T2 34.98 6.01 17 314 EHS Alb T2a 34.98 5.84 17 180.00 718 EHS At 65 47.82 7.63 16 718 EHS Ala 65b 47.82 27.13 57 718 EHS Alb 65a 47.82 7.62 16 224.15 718 EHS Al 81 47.82 7.90 17 7/8 EHS Ala 81b 47.82 31.80 67 718 EHS Alb 81a 47.82 7.90 17 268.05 518 EHS Al TS 25.44 5.79 23 518 EHS Al T5b 25.44 5.70 22 518 EHS Ala T5a 25.44 17.85 70 518 EHS Ala T5b 25.44 17.84 70 Page 22 I J Site Number: 2680 Code: ANSIrrIA-222-G 02007-2017byATCIPLLC. AIld0hlsmserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:63 PM Customer: SPRINT NEXTEL 518 EHS Alb T5 25.44 5.79 23 518 EHS Alb TSa 25.44 5.70 22 328.05 718 EHS At 117 47.82 9,92 21 7/8 EHS Ala 117b 47.82 33.56 70 718 EHS Alb 117a 47.82 9.92 21 388.05 314 EHS Al 138 34.98 9.49 27 314 EHS Ala 138b 34.98 24.54 70 314 EHS Alb 138a 34.98 9.49 27 1.2D + 1.6W 90 deg 60.00 314 EHS Al T1 34.98 7.77 22 314 EHS Al T1b 34.98 7.74 22 314 EHS Ala T1a 34.98 11.40 33 314 EHS Ala T1b 34.98 11.52 33 314 EHS Alb TI 34.98 3.80 11 314 EHS Alb T1a 34.98 3.71 11 120.00 314 EHS Al T2 34.98 9.08 26 314 EHS Al T2b 34.98 8.90 25 314 EHS Ala T2a 34.98 15.17 43 314 EHS Ala T2b 34.98 15.64 45 314 EHS Alb T2 34.98 2.53 7 314 EHS Alb T2a 34.98 2.41 7 180.00 718 EHS Al 65 47.82 14.09 29 718 EHS Ala 65b 47.82 25.41 53 718 EHS Alb 65a 47.82 2.86 6 224.15 718 EHS Al 81 47.82 15.94 33 718 EHS Ala 81b 47.82 30.14 63 718 EHS Alb 81a 47.82 3.17 7 268.05 518 EHS Al T5 25.44 10.31 41 518 EHS At T5b 25.44 10.19 40 513 EHS Ala T5a 25.44 16.97 67 518 EHS Ala TSb 26.44 17.27 68 518 EHS Alb T5 25.44 2.86 11 518 EHS Alb T5a 25.44 2.79 11 328.05 718 EHS Al 117 47.82 18.25 38 718 EHS Ala 117b 47.82 32.21 67 718 EHS Alb 117a 47.82 5.17 11 388.05 314 EHS Al 138 34.98 15.11 43 314 EHS Ala 138b 34.98 23.71 68 314 EHS Alb 138a 34.98 5.77 17 1.2D + 1.6W 120 deg 60.00 314 EHS Al T1 34.98 9.65 28 314 EHS Al T1b 34.98 9.73 28 314 EHS Ala Tla 34.98 9.64 28 314 EHS Ala T1b 34.98 9.72 28 314 EHS Alb T1 34.98 2.84 8 314 EHS Alb T1a 34.98 2.84 8 120.00 314 EHS Al T2 34.98 12.27 35 314 EHS Al T2b 34.98 12.36 35 314 EHS Ala T2a 34.98 12.28 35 314 EHS Ala T2b 34.98 12.35 35 314 EHS Alb T2 34.98 0.99 3 314 EHS Alb T2a 34.98 0.99 3 180.00 718 EHS Al 65 47.82 20.51 43 718 EHS Ala 65b 47.82 20.52 43 718 EHS Alb 65a 47.82 0.33 1 224.16 718 EHS Al 81 47.82 24.38 51 718 EHS Ala 81b 47.82 24.36 51 718 EHS Alb 81a 47.82 1.24 3 268.05 518 EHS Al T5 25.44 14.42 57 518 EHS Al T5b 26.44 14.52 57 Page 23 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL 1.2D + 1.6W 180 deg 1.2D + 1.6W 210 deg 328.05 388.05 60.00 120.00 180.00 224.15 268.05 328.05 388.05 60.00 120.00 180.00 224.15 Code: ANSI1TIA-222-G ®2007-2017byATCIPLLC. Alldghtsmsery d. Engineering Number: OAA716608_C3_01 11/1212017 6:21:53 PM 518 EHS Ala T5a 25.44 14.42 57 518 EHS Ala T6b 25.44 14.53 57 518 EHS Alb T5 25.44 1.77 7 518 EHS Alb T5a 25.44 1.77 7 718 EHS Al 117 47.82 27.11 57 718 EHS Ala 117b 47.82 27.11 57 7/8 EHS Alb 117a 47.82 3.66 7 314 EHS Al 138 34.98 20.66 59 314 EHS Ala 138b 34.98 20.66 59 314 EHS Alb 138a 34.98 4.47 13 314 EHS Al T1 34.98 12.64 36 314 EHS Al T1b 34.98 12.65 36 314 EHS Ala T1a 34.98 6.10 17 314 EHS Ala T1b 34.98 5.97 17 314 EHS Alb T1 34.98 5.99 17 314 EHS Alb Tie 34.98 6.11 17 314 EHS Al T2 34.98 16.97 49 314 EHS Al T2b 34.98 16.97 49 314 EHS Ala T2a 34.98 6.01 17 314 EHS Ala T2b 34.98 5.84 17 314 EHS Alb T2 34.98 5.83 17 314 EHS Alb T2a 34.98 6.00 17 718 EHS Al 65 47.82 27.09 57 7/8 EHS Ala 65b 47.82 7.63 16 718 EHS Alb 66a 47.82 7.63 16 7/8 EHS Al 81 47.82 31.81 67 718 EHS Ala 81b 47.82 7.89 16 718 EHS Alb 81a 47.82 7.92 17 518 EHS Al T5 25.44 17.84 70 518 EHS Al T5b 25.44 17.86 70 518 EHS Ala T5a 25.44 5.80 23 518 EHS Ala TSb 25.44 5.71 22 618 EHS Alb TS 25.44 5.70 22 5/8 EHS Alb T5a 25.44 5.79 23 718 EHS Al 117 47.82 33.57 70 718 EHS Ala 117b 47.82 9.93 21 718 EHS Alb 117a 47.82 9.92 21 314 EHS Al 138 34.98 24.54 70 314 EHS Ala 138b 34.98 9.49 27 314 EHS Alb 138a 34.98 9.49 27 314 EHS Al T1 34.98 11.52 33 314 EHS Al Tlb 34.98 11.40 33 314 EHS Ala Tie 34.98 3.80 11 314 EHS Ala Ttb 34.98 3.71 11 314 EHS Alb Tt 34.98 7.74 22 314 EHS Alb Tie 34.98 7.77 22 314 EHS Al T2 34.98 15.64 45 314 EHS Al T2b 34.98 15.17 43 314 EHS Ala T2a 34.98 2.53 7 314 EHS Ala T2b 34.98 2.41 7 314 EHS Alb T2 34.98 8.90 25 314 EHS Alb T2a 34.98 9.08 26 718 EHS Al 65 47.82 25.41 53 718 EHS Ala 65b 47.82 2.86 6 7/8 EHS Alb 65a 47.82 14.09 29 718 EHS Al 81 47.82 30.14 63 7/8 EHS Ala 81b 47.82 3.17 7 718 EHS Alb 81a 47.82 15.94 33 Page 24 Site Number: 2680 Code: ANSIITIA-222-G 92007-2017byATCIPUC. A/lrightsmserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3 01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 268.05 518 EHS Al T5 26.44 17.27 68 518 EHS Al T5b 25.44 16.97 67 518 EHS Ala T5a 25.44 2.86 11 518 EHS Ala T5b 25.44 2.79 11 618 EHS Alb T5 25.44 10.19 40 518 EHS Alb T5a 25.44 10.31 41 328.05 718 EHS Al 117 47.82 32.21 67 718 EHS Ala 117b 47.82 5.17 11 718 EHS Alb 117a 47.82 18.25 38 388.05 314 EHS Al 138 34.98 23.71 68 314 EHS Ala 138b 34.98 5.77 17 314 EHS Alb 138a 34.98 15.11 43 1.213 + 1.6W 240 deg 60.00 314 EHS Al Tl 34.98 9.68 28 314 EHS Al T1b 34.98 9.66 28 314 EHS Ala Tla 34.98 2.86 8 314 EHS Ala T1b 34.98 2.83 8 314 EHS Alb Tl 34.98 9.76 28 314 EHS Alb Tla 34.98 9.63 28 120.00 314 EHS At T2 34.98 12.40 35 314 EHS Al T2b 34.98 12.22 35 314 EHS Ala T2a 34.98 0.99 3 314 EHS Ala T2b 34.98 1.00 3 314 EHS Alb T2 34.98 12.29 35 314 EHS Alb T2a 34.98 12.30 35 180.00 718 EHS Al 65 47.82 20.54 43 718 EHS Ala 65b 47.82 0.33 1 718 EHS Alb 65a 47.82 20.55 43 224.15 718 EHS Al 81 47.82 24.38 51 7/8 EHS Ala 81b 47.82 1.24 3 718 EHS Alb 81a 47.82 24.37 51 268.05 618 EHS Al TS 25.44 14.53 57 518 EHS Al T5b 25.44 14.42 57 618 EHS Ala T5a 25.44 1.77 7 518 EHS Ala T5b 25.44 1.77 7 518 EHS Alb TS 25.44 14.52 57 518 EHS Alb T5a 25.44 14.42 57 328.05 7/8 EHS Al 117 47.82 27.10 57 7/8 EHS Ala 117b 47.82 3.55 7 718 EHS Alb 117a 47.82 27.12 57 388.05 314 EHS Al 138 34.98 20.66 59 314 EHS Ala 138b 34.98 4.47 13 314 EHS Alb 138a 34.98 20.66 59 1.213 + 1.6W 300 deg 60.00 314 EHS Al T1 34.98 5.99 17 314 EHS Al Ttb 34.98 6.11 17 314 EHS Ala Tla 34.98 5.97 17 314 EHS Ala Ttb 34.98 6.10 17 314 EHS Alb T1 34.98 12.65 36 314 EHS Alb Tla 34.98 12.66 36 120.00 314 EHS At T2 34.98 5.84 17 314 EHS Al T2b 34.98 6.01 17 314 EHS Ala T2a 34.98 5.83 17 314 EHS Ala T2b 34.98 6.00 17 314 EHS Alb T2 34.98 16.96 48 314 EHS Alb T2a 34.98 16.94 48 180.00 718 EHS Al 65 47.82 7.61 16 718 EHS Ala 65b 47.82 7.64 16 718 EHS Alb 65a 47.82 27.13 57 224.15 718 EHS Al 81 47.82 7.90 17 Page 25 i Site Number: 2680 Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. Alldghtsmsemed. Site Name: Fort Drum, FL Engineering Number. OAA716608_C3 01 11/12/2017 6:21:63 PM Customer: SPRINT NEXTEL 718 ENS Ala 81b 47.82 7.90 17 718 ENS Alb Ills 47.82 31.80 67 268.05 5/8 ENS Al TS 25.44 5.70 22 518 ENS Al T5b 25.44 5.79 23 518 ENS Ala T5a 25.44 5.70 22 518 ENS Ala T5b 25.44 5.79 23 518 ENS Alb TS 25.44 17.84 70 518 ENS Alb T5a 25.44 17.84 70 328.05 718 ENS Al 117 47.82 9.92 21 718 ENS Ala 117b 47.82 9.92 21 718 ENS Alb 117a 47.82 33.56 70 388.05 314 ENS Al 138 34.98 9.49 27 314 ENS Ala 138b 34.98 9.49 27 314 ENS Alb 138a 34.98 24.54 70 1.21) + 1.6W 330 deg 60.00 314 ENS Al T1 34.98 3.71 11 314 ENS Al T1b 34.98 3.80 11 314 ENS Ala Tie 34.98 7.74 22 314 ENS Ala Tlb 34.98 7.77 22 3/4 ENS Alb T1 34.98 11.40 33 314 ENS Alb Tie 34.98 11.52 33 120.00 314 ENS Al T2 34.98 2.41 7 314 ENS Al T2b 34.98 2.53 7 3/4 ENS Ala T2a 34.98 8.90 25 314 ENS Ala T2b 34.98 9.08 26 314 ENS Alb T2 34.98 15.17 43 314 ENS Alb T2a 34.98 15.64 45 180.00 718 ENS Al 65 47.82 2.86 6 718 ENS Ala 65b 47.82 14.09 29 718 ENS Alb 65a 47.82 25.41 53 224.15 7/8 ENS Al 81 47.82 3.17 7 718 ENS Ala 81b 47.82 15.94 33 7/8 ENS Alb 81a 47.82 30.14 63 268.05 - 518 ENS Al T5 25.44 2.79 11 518 ENS Al T5b 25.44 2.86 11 618 ENS Ala T5a 25.44 10.19 40 518 ENS Ala T5b 25.44 10.31 41 518 ENS Alb T5 25.44 16.97 67 518 ENS Alb T5a 25.44 17.27 68 328.05 718 ENS Al 117 47.82 5.17 11 718 ENS Ala 117b 47.82 18.25 38 718 ENS Alb 117a 47.82 32.21 67 388.05 314 ENS At 138 34.98 5.77 17 314 ENS Ala 138b 34.98 15.11 43 314 ENS Alb 138a 34.98 23.71 68 (1.2 + 0.2Sds) • DL+ E Normal M1 60.00 314 ENS Al Tl 34.98 5.74 16 314 ENS Al Tlb 34.98 5.74 16 3/4 ENS Ala T1a 34.98 5.77 17 314 ENS Ala T1b 34.98 5.78 17 314 ENS Alb TI 34.98 5.78 17 314 ENS Alb Tie 34.98 5.77 17 120.00 314 ENS At T2 34.98 5.50 16 314 ENS Al T2b 34.98 5.50 16 314 ENS Ala T2a 34.98 5.62 16 314 ENS Ala T2b 34.98 5.63 16 314 ENS Alb T2 34.98 5.63 16 314 ENS Alb T2a 34.98 5.62 16 180.00 718 ENS Al 65 47.82 7.22 16 718 ENS Ala 65b 47.82 7.48 16 Page 26 Site Number: 2680 Code: ANSIrrIA-222-G 92007-2017byATCIPLLC. Alldghtsmserved. Site Name: . Fort Drum, FL Engineering Number: OAA716606 C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 718 EMS Alb 65a 47.82 7.48 16 224.15 718 EMS Al 81 47.82 7.04 75 718 EMS Ala 81b 47.82 7.38 15 718 EMS Alb 81a 47.82 7.38 75 268.05 518 EMS Al T5 25.44 3.70 15 518 EMS Al T5b 25.44 3.70 75 518 EMS Ala T5a 25.44 3.89 75 518 EMS Ala T5b 26.44 3.88 75 518 EMS Alb T5 25.44 3.88 15 618 EMS Alb T5a 25.44 3.89 15 328.05 718 EMS Al 117 47.82 6.87 14 718 EMS Ala 117b 47.82 7.30 15 718 EMS Alb 117a 47.82 7.30 i5 388.05 314 EMS Al 138 34.98 5.04 14 314 EMS Ala 138b 34.98 5.40 75 314 EMS Alb 138a 34.98 5.40 i5 (1.2 + 0.2Sds) • DL+ E Normal M2 60.00 314 EMS Al T7 34.98 5.78 17 314 EMS Al T1b 34.98 6.78 17 314 EMS Ala Tie 34.98 5.75 16 314 EMS Ala T1b 34.98 5.76 16 314 EMS Alb T7 34.98 5.76 16 314 EMS Alb Tie 34.98 5.75 16 120.00 314 EMS Al T2 34.98 5.52 16 314 EMS Al T2b 34.98 5.52 16 314 EMS Ala T2a 34.98 5.61 16 314 EMS Ala T2b 34.98 5.61 16 314 EMS Alb T2 34.98 5.61 16 314 EMS Alb T2a 34.98 5.61 16 180.00 718 EMS Al 65 47.82 7.35 15 718 EMS Ala 65b 47.82 7.41 15 718 EMS Alb 65a 47.82 7.41 15 224.15 718 EMS Al 81 47.82 7.17 15 718 EMS Ala 81b 47.82 7.31 15 718 EMS Alb 81a 47.82 7.31 15 268.05 518 EMS Al T5 25.44 3.77 15 518 EMS Al TO 25.44 3.77 15 618 EMS Ala T5a 25.44 3.85 15 518 EMS Ala T5b 25.44 3.85 15 518 EMS Alb T5 25.44 3.85 15 518 EMS Alb T5a 25.44 3.85 15 328.05 718 EMS Al 117 47.82 6.97 15 718 EMS Ala 117b 47.82 7.25 15 718 EMS Alb 117a 47.82 7.25 15 388.05 314 EMS Al 138 34.98 5.08 15 314 EMS Ala 138b 34.98 5.38 15 314 EMS Alb 138a 34.98 5.38 15 (1.2+0.2Sds)DL+E 60 deg M1 60.00 314 EMS Al T1 34.98 5.76 16 314 EMS Al Tlb 34.98 5.76 16 314 EMS Ala Tie 34.98 5.78 17 314 EMS Ala T1b 34.98 5.78 17 314 EMS Alb T1 34.98 5.76 16 314 EMS Alb T1a 34.98 6.76 16 120.00 314 EMS Al T2 34.98 5.55 16 314 EMS Al T2b 34.98 5.55 16 314 EMS Ala T2a 34.98 5.64 16 314 EMS Ala T2b 34.98 5.64 16 314 EMS Alb T2 34.98 5.55 16 314 EMS Alb T2a 34.98 6.56 16 Page 27 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) • DL + E 60 deg M2 (1.2 + 0.2Sds) • DL + E 90 deg M1 Code: ANSI1TIA-222-G ©2007-2017byATCIPLLC. Alldghtsmsewed. Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM 180.00 718 EHS Al 65 47.82 7.29 15 718 EHS Ala 65b 47.82 7.60 16 718 EHS Alb 65a 47.82 7.29 l5 224.15 718 EHS Al 81 47.82 7.15 15 7/8 EHS Ala 81b 47.82 7.49 16 718 EHS Alb Ste 47.82 7.15 15 268.05 518 EHS At TS 25.44 3.76 15 518 EHS At T5b 25.44 3.76 15 618 EHS Ala TSa 25.44 3.95 16 518 EHS Ala T5b 25.44 3.95 16 618 EHS Alb T5 25.44 3.76 15 518 EHS Alb TSa 25.44 3.76 15 328.05 718 EHS Al 117 47.82 7.02 15 718 EHS Ala 117b 47.82 7.43 16 718 EHS Alb 117a 47.82 7.02 15 388.05 314 EHS Al 138 34.98 5.17 15 314 EHS Ala 138b 34.98 5.50 16 314 EHS Alb 138a 34.98 5.17 15 60.00 3/4 EHS Al TI 34.98 5.78 17 314 EHS Al T1b 34.98 5.77 17 314 EHS Ala Tla 34.98 5.74 16 314 EHS Ala Tlb 34.98 5.75 16 3/4 EHS Alb T1 34.98 6.77 17 314 EHS Alb Tla 34.98 5.77 17 120.00 314 EHS Al T2 34.98 5.56 16 314 EHS Al T2b 34.98 5.55 16 314 EHS Ala T2a 34.98 6.63 16 314 EHS Ala T2b 34.98 5.63 16 314 EHS Alb T2 34.98 5.56 16 314 EHS Alb T2a 34.98 5.55 16 180.00 718 EHS Al 65 47.82 7.36 15 718 EHS Ala 65b 47.82 7.45 16 718 EHS Alb 65a 47.82 7.36 15 224.15 718 EHS Al 81 47.82 7.22 15 718 EHS Ala 81b 47.82 7.34 15 718 EHS Alb Ste 47.82 7.22 15 268.05 518 EHS Al T5 25.44 3.79 15 518 EHS Al TO 25.44 3.79 15 518 EHS Ala TSa 25.44 3.89 15 518 EHS Ala TSb 25.44 3.89 15 518 EHS Alb T5 25.44 3.79 15 518 EHS Alb TSa 25.44 3.79 15 328.05 718 EHS At 117 47.82 7.05 15 718 EHS Ala 117b 47.82 7.37 15 718 EHS Alb 117a 47.82 7.05 Is 388.05 314 EHS Al 138 34.98 5.17 15 314 EHS Ala 138b 34.98 5.50 16 314 EHS Alb 138a 34.98 5.17 15 60.00 314 EHS Al T1 34.98 5.76 16 314 EHS At T1b 34.98 5.76 16 314 EHS Ala Tla 34.98 6.79 17 314 EHS Ala T1b 34.98 5.79 17 314 EHS Alb T1 34.98 5.75 16 3/4 EHS Alb Tla 34.98 5.74 16 120.00 314 EHS Al T2 34.98 5.60 16 314 EHS Al T2b 34.98 5.56 16 314 EHS Ala T2a 34.98 5.62 16 314 EHS Ala T2b 34.98 5.66 16 Page 28 Site Number: 2680 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. Alldghtsmsewed. Site Name: Fort Drum, FL Engineering Number: OAA716608 C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 314 EHS Alb T2 34.98 5.50 16 314 EHS Alb T2a 34.98 5.54 16 180.00 718 EHS Al 65 47.82 7.38 15 718 EHS Ala 65b 47.82 7.54 16 718 EHS Alb 65a 47.82 7.24 15 224.15 718 EHS Al 81 47.82 7.25 15 718 EHS Ala Bib 47.82 7.46 16 718 EHS Alb 81a 47.82 7.06 i5 268.06 618 EHS Al TS 25.44 3.81 i5 518 EHS Al TO 25.44 3.84 15 518 EHS Ala TSa 25.44 3.95 16 518 EHS Ala T5b 25.44 3.93 15 618 EHS Alb TS 25.44 3.71 i5 518 EHS Alb T5a 25.44 3.69 15 328.05 718 EHS At 117 47.82 7.15 i5 718 EHS Ala 117b 47.82 7.43 16 718 EHS Alb 117a 47.82 6.87 14 388.05 314 EHS At 138 34.98 5.27 i5 314 EHS Ala 138b 34.98 5.50 16 314 EHS Alb 138a 34.98 5.05 14 (1.2+ 0.2Sds) ` DL + E 90 deg M2 60.00 314 EHS Al Tl 34.98 5.77 16 314 EHS At Tlb 34.98 5.76 16 314 EHS Ala Tla 34.98 5.76 16 314 EHS Ala Tlb 34.98 5.76 16 314 EHS Alb TI 34.98 6.77 16 314 EHS Alb Tie 34.98 6.77 16 120.00 314 EHS At T2 34.98 5.58 16 314 EHS Al T2b 34.98 5.58 16 3/4 EHS Ala T2a 34.98 5.63 16 314 EHS Ala T2b 34.98 6.62 16 314 EHS Alb T2 34.98 5.54 16 314 EHS Alb T2a 34.98 5.53 16 180.00 718 EHS Al 65 47.82 7.38 15 718 EHS Ala 65b 47.82 7.43 16 718 EHS Alb 65a 47.82 7.35 15 224.15 718 EHS Al 81 47.82 7.26 15 718 EHS Ala 81b 47.82 7.33 15 718 EHS Alb 81a 47.82 7.19 15 268.05 618 EHS Al TS 25.44 3.82 15 518 EHS Al T5b 25.44 3.81 15 518 EHS Ala TSa 25.44 3.87 15 518 EHS Ala T5b 25.44 3.89 15 518 EHS Alb TS 25.44 3.76 15 518 EHS Alb TSa 25.44 3.78 15 328.05 718 EHS Al 117 47.82 7.16 15 718 EHS Ala 117b 47.82 7.33 15 7/8 EHS Alb 117a 47.82 6.97 15 388.05 314 EHS Al 138 34.98 5.27 15 314 EHS Ala 138b 34.98 5.46 16 314 EHS Alb 138a 34.98 5.09 15 (1.2 + 0.2Sds) • DL + E 120 deg Ml 60.00 314 EHS Al T1 34.98 5.78 17 314 EHS Al Tlb 34.98 6.77 17 314 EHS Ala Tia 34.98 5.78 17 314 EHS Ala Tlb 34.98 5.77 17 314 EHS Alb Tl 34.98 6.74 16 314 EHS Alb Tla 34.98 5.74 16 120.00 314 EHS Al T2 34.98 5.63 16 314 EHS Al T2b 34.98 5.62 16 Page 29 Site Number: 2680 Code: ANSIMA-222-G ©2007-2017hyATCIPLLC. A/I tights reserved. Site Name: Fort Drum, FL Engineering Number. OAA716608 C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 314 EHS Ala T2a 34.98 5.63 16 314 EHS Ala T2b 34.98 5.62 16 314 EHS Alb T2 34.98 5.50 16 314 EHS Alb T2a 34.98 5.50 16 180.00 718 EHS Al 65 47.82 7.48 16 718 EHS Ala 65b 47.82 7.48 16 718 EHS Alb 65a 47.82 7.22 15 224.15 718 EHS Al 81 47.82 7.38 15 718 EHS Ala 81b 47.82 7.38 15 7/8 EHS Alb 81a 47.82 7.04 15 268.05 518 EHS Al T5 25.44 3.88 15 518 EHS Al T5b 25.44 3.89 15 518 EHS Ala T5a 25.44 3.88 15 518 EHS Ala T5b 26.44 3.89 15 518 EHS Alb T5 25.44 3.70 15 518 EHS Alb T5a 25.44 3.70 15 328.05 718 EHS Al 117 47.82 7.30 15 718 EHS Ala 117b 47.82 7.30 15 7/8 EHS Alb 117a 47.82 6.87 14 388.05 314 EHS Al 138 34.98 5.40 15 314 EHS Ala 138b 34.98 5.40 15 314 EHS Alb 138a 34.98 6.04 14 (1.2 + 0.2Sds)DL+ E 120 deg M2 60.00 314 EHS Al T1 34.98 5.76 16 314 EHS Al T1b 34.98 5.73 16 314 EHS Ala Tie 34.98 5.75 16 314 EHS Ala Tlb 34.98 5.78 17 314 EHS Alb TI 34.98 5.77 16 314 EHS Alb Tie 34.98 5.80 17 120.00 314 EHS At T2 34.98 5.61 16 314 EHS Al T2b 34.98 5.64 16 314 EHS Ala T2a 34.98 5.61 16 314 EHS Ala T2b 34.98 5.57 16 314 EHS Alb T2 34.98 5.64 16 314 EHS Alb T2a 34.98 5.51 16 180.00 718 EHS Al 65 47.82 7.39 15 718 EHS Ala 65b 47.82 7.43 16 718 EHS Alb 65a 47.82 7.35 15 224.15 718 EHS Al 81 47.82 7.30 15 718 EHS Ala 81b 47.82 7.32 15 718 EHS Alb 81a 47.82 7.17 Is - 268.05 5/8 EHS Al T5 25.44 3.85 15 5/8 EHS At T5b 25.44 3.86 75 518 EHS Ala T5a 25.44 3.85 15 518 EHS Ala T5b 25.44 3.85 15 5/8 EHS Alb T5 25.44 3.76 15 518 EHS Alb T5a 25.44 3.76 15 328.05 718 EHS Al 117 47.82 7.27 15 718 EHS Ala 117b 47.82 7.26 15 718 EHS Alb 117a 47.82 6.93 14 388.05 314 EHS Al 138 34.98 5.39 15 314 EHS Ala 138b 34.98 6.39 15 314 EHS Alb 138a 34.98 5.04 14 (1.2 + 0.2Sds) • DL+ E 180 deg Ml 60.00 314 EHS Al TI 34.98 5.78 17 314 EHS Al Tib 34.98 6.78 17 3/4 EHS Ala Tie 34.98 5.76 16 314 EHS Ala Ttb 34.98 5.76 16 314 EHS Alb T1 34.98 6.76 16 314 EHS Alb Tie 34.98 5.76 16 Page 30 Site Number: 2680 Code: ANSIITIA-222-G ©2007-2017byATC1PLLC. Alldghtsmsemd.. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 120.00 314 ENS Al T2 34.98 6.64 16 314 EMS Al T2b 34.98 5.64 16 314 EMS Ala T2a 34.98 5.55 16 314 EMS Ala T2b 34.98 6.56 16 314 ENS Alb T2 34.98 5.55 16 314 ENS Alb T2a 34.98 5.56 16 180.00 718 ENS Al 65 47.82 7.60 16 718 EMS Ala 65b 47.82 7.29 15 718 EMS Alb 65a 47.82 7.29 15 224.15 718 EMS Al 81 47.82 7.49 16 718 ENS Ala 81b 47.82 7.15 15 718 ENS Alb 81a 47.82 7.15 15 268.05 518 ENS Al TS 25.44 3.95 16 518 EMS Al T5b 25.44 3.95 16 518 ENS Ala T5a 25.44 3.76 15 518 ENS Ala T5b 25.44 3.76 15 618 ENS Alb T5 25.44 3.76 15 518 ENS Alb T5a 25.44 3.76 15 328.05 718 ENS Al 117 47.82 7.45 16 718 ENS Ala 117b 47.82 7.01 15 718 EMS Alb 117a 47.82 7.01 15 388.05 314 ENS Al 138 34.98 5.52 16 314 ENS Ala 138b 34.98 5.16 15 314 ENS Alb 138a 34.98 5.16 75 (1.2 + 0.2Sds) • DL+ E 180 deg M2 60.00 314 ENS Al T1 34.98 5.75 16 314 ENS Al T1b 34.98 5.75 16 314 ENS Ala T1a 34.98 5.77 17 314 ENS Ala T1b 34.98 5.77 16 314 ENS Alb T1 34.98 5.77 16 314 ENS Alb Tie 34.98 5.77 17 120.00 314 ENS Al T2 34.98 5.63 16 314 ENS Al T2b 34.98 5.63 16 314 ENS Ala T2a 34.98 5.56 16 314 ENS Ala T2b 34.98 5.55- 16 314 ENS Alb T2 34.98 5.55 16 314 ENS Alb T2a 34.98 5.56 16 180.00 718 ENS Al 65 47.82 7.45 16 718 ENS Ala 65b 47.82 7.36 15 718 ENS Alb 65a 47.82 7.36 15 224.15 718 ENS Al 81 47.82 7.34 15 718 ENS Ala 81b 47.82 7.22 15 718 ENS Alb 81a 47.82 7.22 15 268.05 518 ENS Al T5 25.44 3.88 15 518 ENS Al T5b 25.44 3.88 15 518 ENS Ala T5a 25.44 3.79 15 518 ENS Ala T5b 25.44 3.79 15 518 ENS Alb TS 25.44 3.79 1s 518 ENS Alb T5a 25.44 3.79 15 328.05 718 ENS Al 117 47.82 7.34 15 718 ENS Ala 117b 47.82 7.06 15 718 ENS Alb 117a 47.82 7.06 15 388.05 314 ENS Al 138 34.98' 5.47 16 314 ENS Ala 138b 34.98 5.18 15 314 ENS Alb 138a 34.98 5.18 15 (1.2 + 0.2Sds) • DL+ E 210 deg M1 60.00 314 ENS Al TI 34.98 5.79 17 314 EMS Al T1b 34.98 5.79 17 314 EMS Ala Tie 34.98 6.75 16 314 EMS Ala Ttb 34.98 5.75 16 Page 31 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) • DL + E 210 deg M2 (1.2 + 0.2Sds)' DL+ E 240 deg M1 Code: ANSIrrIA-222-G 4D2007-2017byATCIPLLC. All tights reserved. Engineering Number: OAA716608 C3 01 11/12/2017 6:21:53 PM 314 EHS Alb T1 34.98 5.76 16 314 EHS Alb Tie 34.98 5.76 16 120.00 314 EHS Al T2 34.98 5.66 16 314 EHS Al T2b 34.98 5.61 16 314 EHS Ala T2a 34.98 6.50 16 314 EHS Ala T2b 34.98 5.54 16 314 EHS Alb T2 34.98 5.56 16 314 EHS Alb T2a 34.98 5.61 16 180.00 718 EHS Al 65 47.82 7.55 16 7I8 EHS Ala 65b 47.82 7.24 15 718 EHS Alb 65a 47.82 7.39 15 224.15 7/8 EHS At 81 47.82 7.46 16 718 EHS Ala 81b 47.82 7.07 15 718 EHS Alb 81a 47.82 7.25 15 268.05 618 EHS Al T5 25.44 3.92 15 518 EHS Al T5b 25.44 3.94 16 618 EHS Ala T5a 25.44 3.72 15 518 EHS Ala T5b 25.44 3.70 15 518 EHS Alb T5 25.44 3.84 15 518 EHS Alb T5a 25.44 3.81 15 328.05 718 EHS Al 117 47.82 7.41 15 718 EHS Ala 117b 47.82 6.90 14 718 EHS Alb 117a 47.82 7.15 15 388.05 314 EHS Al 138 34.98 5.48 16 314 EHS Ala 138b 34.98 5.07 15 314 EHS Alb 138a 34.98 5.27 15 60.00 314 EHS Al T7 34.98 5.76 16 314 EHS Al - T1b 34.98 5.76 16 314 EHS Ala Tie 34.98 5.77 16 314 EHS Ala T1b 34.98 5.77 16 314 EHS Alb TI 34.98 5.76 16 314 EHS Alb T1a 34.98 5.77 16 120.00 314 EHS Al T2 34.98 5.62 16 314 EHS Al T2b 34.98 5.63 16 314 EHS Ala T2a 34.98 5.54 16 314 EHS Ala T2b 34.98 5.53 16 314 EHS Alb T2 34.98 5.58 16 314 EHS Alb T2a 34.98 5.58 16 180.00 718 EHS Al 65 47.82 7.43 16 718 EHS Ala 65b 47.82 7.35 15 7l8 EHS Alb 65a 47.82 7.38 15 224.15 718 EHS Al 81 47.82 7.33 15 718 EHS Ala 81b 47.82 7.19 15 718 EHS Alb 81a 47.82 7.26 15 268.05 518 EHS At TS 25.44 3.89 15 518 EHS At T5b 25.44 3.87 15 518 EHS Ala T5a 25.44 3.76 15 518 EHS Ala T5b 25.44 3.78 15 518 EHS Alb T5 25.44 3.81 15 518 EHS Alb T5a 25.44 3.82 15 328.05 718 EHS Al 117 47.82 7.33 15 718 EHS Ala 117b 47.82 6.97 15 718 EHS Alb 117a 47.82 7.16 15 388.05 314 EHS Al 138 34.98 5.46 16 314 EHS Ala 138b 34.98 5.09 15 314 EHS Alb 138a 34.98 5.27 15 60.00 314 EHS Al Tl 34.98 5.77 17 314 EHS Al Tib 34.98 5.78 17 Page 32 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) . DL + E 240 deg M2 120.00 180.00 224.15 268.05 328.05 388.05 60.00 120.00 180.00 224.15 268.05 328.05 388.05 Code: ANSIMA-222-G ®2007-2017byATCIPLLC. Alldghtsmserved. Engineering Number: OAA716608_C3_01 1/12/2017 6:21:53 PM 314 EHS Ala Tie 34.98 5.74 16 314 EHS Ala T1b 34.98 5.74 16 314 EHS Alb T1 34.98 5.77 17 314 EHS Alb .Tie 34.98 5.78 17 314 EHS At T2 34.98 5.62 16 314 EHS Al T2b 34.98 5.63 16 314 EHS Ala T2a 34.98 5.50 16 314 EHS Ala T2b 34.98 5.50 16 314 EHS Alb T2 34.98 5.62 16 314 EHS Alb T2a 34.98 5.63 16 718 EHS Al 65 47.82 7.48 16 718 EHS Ala 65b - 47.82 7.22 15 718 EHS Alb 65a 47.82 7.48 16 718 EHS Al 81 47.82 7.38 15 718 EHS Ala Sib 47.82 7.04 t5 718 EHS Alb 81a 47.82 7.38 15 518 EHS Al TS 25.44 3.89 15 518 EHS Al TSb 25.44 3.88 15 518 EHS Ala T5a 25.44 3.70 15 518 EHS Ala T5b 25.44 3.70 15 518 EHS Alb TS 25.44 3.89 15 518 EHS Alb T5a 25.44 3.88 15 718 EHS Al 117 47.82 7.30 15 718 EHS Ala 117b 47.82 6.87 14 718 EHS Alb 117a 47.82 7.30 15 314 EHS Al 138 34.98 5.40 15 314 EHS Ala 138b 34.98 5.04 14 314 EHS Alb 138a 34.98 5.40 15 314 EHS Al Tl 34.98 5.73 16 314 EHS Al T1b 34.98 5.76 16 314 EHS Ala Tla 34.98 5.80 17 314 EHS Ala T1b 34.98 5.77 16 314 EHS Alb T1 34.98 5.78 17 314 EHS Alb Tie 34.98 5.75 i6 314 EHS Al T2 34.98 5.64 16 314 EHS At T2b 34.98 5.61 16 314 EHS Ala T2a 34.98 6.51 i6 314 EHS Ala T2b 34.98 5.54 -16 314 EHS Alb T2 34.98 5.57 16 314 EHS Alb T2a 34.98 5.61 16 718 EHS Al 65 47.82 7.39 15 718 EHS Ala 65b 47.82 7.35 15 718 EHS Alb 65a 47.82 7.43 16 718 EHS Al 81 47.82 7.30 15 718 EHS Ala sib 47.82 7.17 15 718 EHS Alb 81a 47.82 7.32 15 518 EHS Al TS 25.44 3.86 ,. 15 518 EHS Al TO 25.44 3.85 15 518 EHS Ala T5a 25.44 3.76 15 518 EHS Ala TO 25.44 3.76 15 518 EHS Alb TS 25.44 3.85 15 518 EHS Alb T5a 25.44 3.85 15 718 EHS Al 117 47.82 7.27 15 718 EHS Ala 117b 47.82 6.93 14 718 EHS Alb 117a 47.82 7.26 15 314 EHS Al 138 34.98 5.39 i5 314 EHS Ala 138b 34.98 5.04 14 314 EHS Alb 138a 34.98 5.39 15 Page 33 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL (1.2+ 0.2Sds) • DL+ E 300 deg MI (1.2 + 0.2Sds) • DL + E 300 deg M2 60.00 120.00 180.00 224.15 268.05 328.05 388.05 60.00 120.00 180.00 224.15 268.05 328.05 388.05 Code: ANSIfTIA-222-G ®2007-2017byATCIPLLC. All tights reserved. Engineering Number. OAA716608_C3_01 11/1212017 6:21:53 PM 314 EMS Al TI 34.98 6.76 16 314 EMS Al T1b 34.98 6.76 16 314 EMS Ala T1a 34.98 5.76 16 314 EMS Ala _ T1b 34.98 5.76 16 314 EMS Alb T1 34.98 5.78 17 314 EMS Alb Tie 34.98 5.78 17 314 EMS Al T2 34.98 5.55 16 314 EMS Al T2b 34.98 5.55 16 314 EMS Ala T2a 34.98 5.55 16 3/4 EMS Ala T2b 34.98 5.66 16 314 EMS Alb T2 34.98 5.64 16 314 EMS Alb T2a 34.98 5.64 16 718 EMS Al 65 47.82 7.29 - 15 718 EMS Ala 65b 47.82 7.29 15 718 EMS Alb 65a 47.82 7.60 16 718 EMS Al 81 47.82 7.15 15 718 EMS Ala 81b 47.82 7.15 15 718 EMS Alb Ste 47.82 7.49 16 518 EMS Al T5 25.44 3.76 15 518 EMS Al T5b 25.44 3.76 15 618 EMS Ala T5a 25.44 3.76 15 518 EMS Ala T5b 25.44 3.76 15 518 EMS Alb T5 25.44 3.95 16 518 EMS Alb TSa 25.44 3.95 16 718 EMS Al 117 47.82 7.02 15 718 EMS Ala 117b 47.82 7.02 15 718 EMS Alb 117a 47.82 7.43 16 314 EMS Al 138 34.98 5.17 15 3/4 EMS Ala 138b 34.98 5.17 15 314 EMS Alb 138a 34.98 5.50 16 314 EMS Al Tl 34.98 5.77 17 314 EMS Al T1b 34.98 5.78 17 314 EMS Ala Tie 34.98 5.77 17 314 EMS Ala Tlb 34.98 5.77 17 314 EMS Alb T1 34.98 5.75 16 3/4 EMS Alb T1a. 34.98 6.74 16 314 EMS Al T2 34.98 5.55 16 314 EMS Al T2b 34.98 5.56 16 314 EMS Ala T2a 34.98 5.55 16 314 EMS Ala T2b 34.98 5.56 16 314 EMS Alb T2 34.98 5.63 16 314 EMS Alb T2a 34.98 5.63 16 718 EMS Al 65 47.82 7.36 15 718 EMS Ala 65b 47.82 7.36 15 718 EMS Alb 65a 47.82 7.45 16 718 EMS Al 81 47.82 7.22 15 718 EMS Ala 81b 47.82 7.22 15 718 EMS Alb 81a 47.82 7.34 15 618 EMS Al T5 25.44 3.79 15 618 EMS Al T5b 25.44 3.79 15 518 EMS Ala T5a 25.44 3.79 15 518 EMS Ala TO 25.44 3.79 15 518 EMS Alb TS 25.44 3.89 15 518 EMS Alb TSa 25.44 3.89 15 718 EMS Al 117 47.82 7.05 15 718 EMS Ala 117b 47.82 7.05 15 7/8 EMS Alb 117a 47.82 7.37 15 314 EMS At 138 34.98 5.17 15 314 EMS Ala 138b 34.98 5.17 15 314 EMS Alb 138a 34.98 5.50 16 Page 34 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL (1.2+ 0.2Sds) • DL+ E 330 deg Ml (1.2 + 0.2Sds)' DL + E 330 deg M2 60.00 120.00 180.00 224.15 268.05 328.05 388.05 60.00 120.00 180.00 224.15 268.05 328.05 388.05 Code: ANSI?IA-222-G 02007-201767ATCIPLLC. A/Idghlsmsermd. Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM 314 EHS Al T1 34.98 5.74 16 314 EHS Al Tile 34.98 5.75 16 314 EHS Ala T1a 34.98 5.76 16 314 EHS Ala Tile 34.98 5.76 16 3/4 EHS Alb T1 34.98 5.79 17 3/4 EHS Alb Tla 34.98 5.79 17 314 EHS Al T2 34.98 5.54 16 314 EHS Al T2b 34.98 5.50 16 3/4 EHS Ala T2a 34.98 5.56 16 314 EHS Ala T21e 34.98 5.60 16 3/4 EHS Alb T2 34.98 5.62 16 314 EHS Alb T2a 34.98 5.66 16 718 EHS Al 65 47.82 7.24 15 718 EHS Ala 65b 47.82 7.38 15 718 EHS Alb 65a 47.82 7.54 16 718 EHS At 81 47.82 7.06 15 718 EHS Ala 81b 47.82 7.25 15 718 EHS Alb 81a 47.82 7.46 16 518 EHS Al T5 25.44 3.69 15 518 EHS Al TO 25.44 3.71 15 518 EHS Ala T5a 25.44 3.84 15 518 EHS Ala T5b 25.44 3.81 15 518 EHS Alb TS 25.44 3.95 16 518 EHS Alb T5a 25.44 3.93 15 718 EHS At 117 47.82 6.87 14 7/8 EHS Ala 117b 47.82 7.15 15 718 EHS Alb 117a 47.82 7.43 16 314 EHS Al 138 34.98 5.05 14 314 EHS Ala 138b 34.98 5.27 15 314 EHS Alb 138a 34.98 5.60 16 314 EHS Al T1 34.98 5.77 16 314 EHS Al Tlb 34.98 5.77 17 314 EHS Ala Tie 34.98 5.76 16 314 EHS Ala Tlb 34.98 5.76 16 314 EHS Alb T1 34.98 5.76 16 314 EHS Alb Tie 34.98 5.76 16 314 EHS Al T2 34.98 5.53 16 314 EHS Al T2b 34.98 5.54 16 314 EHS Ala T2a 34.98 5.58 16 314 EHS Ala T2b 34.98 5.58 16 314 EHS Alb T2 34.98 5.63 16 314 EHS Alb T2a 34.98 5.62 16 718 EHS Al 65 47.82 7.35 15 718 EHS Ala 65b 47.82 7.39 15 718 EHS Alb 65a 47.82 7.43 16 718 EHS Al 81 47.82 7.19 15 718 EHS Ala 81b 47.82 7.26 15 718 EHS Alb 81a 47.82 7.33 15 518 EHS At TS 26.44 3.77 15 618 EHS Al T5b 25.44 3.76 15 518 EHS Ala T5a 25.44 3.81 15 518 EHS Ala TSb 25.44 3.82 15 518 EHS Alb TS 25.44 3.87 15 518 EHS Alb T5a 25.44 3.89 15 718 EHS Al 117 47.82 6.95 15 718 EHS Ala 117b 47.82 7.16 15 718 EHS Alb 117a 47.82 7.34 15 314 EHS Al 138 34.98 5.08 15 Page 35 l A Site Number: 2680 Code: ANSI/TIA-222-G ®2007-2017byATCIPLLC. Affrights reserved. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 314 EHS Ala 138b 34.98 5.27 15 314 EHS Alb 138a 34.98 5.47 16 I.OD + 1.OW Service Normal 60.00 314 EHS Al T1 34.98 5.14 15 314 EHS Al Tlb 34.98 5.14 15 314 EHS Ala Tie 34.98 6.24 18 314 EHS Ala Tlb 34.98 6.24 18 314 EHS Alb T1 34.98 6.24 18 314 EHS Alb Tie 34.98 6.24 18 120.00 314 EHS Al T2 34.98 4.45 13 314 EHS Al T2b 34.98 4.45 13 314 EHS Ala T2a 34.98 6.41 18 314 EHS Ala T2b 34.98 6.44 18 314 EHS Alb T2 34.98 6.44 18 314 EHS Alb T2a 34.98 6.41 18 180.00 718 EHS Al 66 47.82 5.61 12 718 EHS Ala 65b 47.82 8.68 18 718 EHS Alb 65a 47.82 8.68 18 224.16 718 EHS Al 81 47.82 6.15 11 718 EHS Ala 81b 47.82 8.75 18 718 EHS Alb 8la 47.82 8.75 18 268.05 518 EHS At TS 25.44 2.52 10 518 EHS Al TSb 25.44 2.52 10 518 EHS Ala TSa 25.44 4.79 19 518 EHS Ala T5b 25.44 4.83 19 618 EHS Alb TS 25.44 4.83 19 518 EHS Alb T5a 25.44 4.79 19 328.05 718 EHS Al 117 47.82 5.19 11 718 EHS Ala 117b 47.82 8.64 18 718 EHS Alb 117a 47.82 8.64 18 388.06 3/4 EHS Al 138 34.98 3.90 11 314 EHS Ala 138b 34.98 6.63 19 314 EHS Alb 138a 34.98 6.63 19 1.OD + 1.OW Service 60 deg 60.00 314 EHS Al Tl 34.98 5.47 16 314 EHS Al Tlb 34.98 5.46 16 314 EHS Ala T1a 34.98 6.52 19 314 EHS Ala Tlb 34.98 6.52 19 314 EHS Alb T1 34.98 5.47 16 314 EHS Alb T1a 34.98 5.46 16 120.00 314 EHS Al T2 34.98 5.07 14 314 EHS Al T2b 34.98 5.03 14 314 EHS Ala T2a 34.98 6.94 20 314 EHS Ala T2b 34.98 6.94 20 314 EHS Alb T2 34.98 6.07 14 314 EHS Alb T2a 34.98 5.03 14 180.00 718 EHS Al 65 47.82 6.51 14 718 EHS Ala 66b 47.82 9.64 20 718 EHS Alb 65a 47.82 6.51 14 224.15 718 EHS Al 81 47.82 6.23 13 718 EHS Ala 81b 47.82 10.06 21 7/8 EHS Alb 81a 47.82 6.23 13 268.05 5/8 EHS Al T5 25.44 3.45 14 518 EHS Al TSb 25.44 3.40 13 518 EHS Ala T5a 25.44 5.49 22 5/8 EHS Ala TO 25.44 5.49 22 518 EHS Alb TS 25.44 3.45 14 518 EHS Alb T5a 25.44 3.40 13 328.05 718 EHS Al 117 47.82 6.36 13 718 EHS Ala 117b 47.82 10.02 21 Page 36 Site Number: 2680 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. Allrightsmsemed. Site Name: Fort Drum, FL Engineering Number: OAA716608 C3 01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 718 ENS Alb 117a 47.82 6.36 13 388.05 314 EMS At 138 34.98 5.03 14 314 ENS Ala 138b 34.98 7.56 22 314 ENS Alb 138a 34.98 5.03 14 1.013 + 1.OW Service 90 deg 60.00 314 EMS Al T1 34.98 5.88 17 314 EMS Al T1b 34.98 5.86 17 314 EMS Ala Tie 34.98 6.42 18 314 EMS Ala T1b 34.98 6.45 18 314 EMS Alb Tt 34.98 5.21 15 314 EMS Alb Tie 34.98 5.23 15 120.00 314 EMS Al T2 34.98 5.75 16 314 EMS Al T2b 34.98 5.69 16 3/4 EMS Ala T2a 34.98 6.82 19 314 EMS Ala T2b 34.98 6.84 20 314 EMS Alb T2 34.98 4.60 13 314 EMS Alb T2a 34.98 4.61 13 180.00 718 EMS Al 65 47.82 7.55 16 718 EMS Ala 6513 47.82 9.40 20 718 EMS Alb 65a 47.82 5.85 12 224.15 718 EMS Al 81 47.82 7.45 16 718 EMS Ala 81b 47.82 9.69 20 718 EMS Alb 81a 47.82 5.41 11 268.05 518 EMS Al T5 25.44 4.17 16 518 EMS Al T5b 25.44 4.11 16 518 EMS Ala T5a 26.44 6.31 21 518 EMS Ala T5b 25.44 5.30 21 518 EMS Alb T5 25.44 2.79 11 518 EMS Alb T5a 26.44 2.77 11 328.05 718 EMS Al 117 47.82 7.45 16 718 EMS Ala 117b 47.82 9.65 20 718 EMS_ Alb 117a 47.82 5.50 12 388.05 314 EMS Al 138 34.98 5.83 17 314 EMS Ala 138b 34.98 7.30 21 314 EMS Alb 138a 34.98 4.26 12 1.O1) + 1.OW Service 120 deg 60.00 314 EMS Al T1 34.98 6.24 18 3/4 EMS Al T1b 34.98 6.24 18 314 EMS Ala Tie 34.98 6.24 18 314 EMS Ala T1b 34.98 6.24 18 314 EMS Alb Tt 34.98 5.14 15 314 EMS Alb Tie 34.98 5.14 15 120.00 314 EMS Al T2 34.98 6.44 18 314 EMS Al T2b 34.98 6.41 18 314 EMS Ala T2a 34.98 6.44 18 314 EMS Ala T2b 34.98 6.41 18 314 EMS Alb T2 34.98 4.45 13 314 EMS Alb T2a 34.98 4.45 13 180.00 718 EMS Al 65 47.82 8.68 18 718 EMS Ala 65b 47.82 8.68 18 718 EMS Alb 65a 47.82 5.61 12 224.15 718 EMS Al 81 47.82 8.75 18 718 EMS Ala 81b 47.82 8.75 18 718 EMS Alb 81a 47.82 5.15 11 268.05 518 EMS Al T5 26.44 4.83 19 618 EMS Al T5b 25.44 4.79 19 518 EMS Ala T5a 25.44 4.83 19 518 EMS Ala T5b 25.44 4.79 19 518 EMS Alb T5 25.44 2.52 10 518 EMS Alb T5a 25.44 2.52 10 Page 37 Site Number: 2680 Code: ANSI/TIA-222-G Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 Customer: SPRINT NEXTEL 02007-2017hyATCIPLLC. Alldghlsmsemed. 11/12/2017 6:21:53 PM 328.05 718 EHS Al 117 47.82 8.64 18 718 EHS Ala 117b 47.82 8.64 18 718 EHS Alb 117a 47.82 5.19 11 388.05 314 EHS Al 138 34.98 6.63 19 314 EHS Ala 138b 34.98 6.63 19 314 EHS Alb 138a 34.98 3.90 11 1.013 + 1.OW Service 180 deg 60.00 314 EHS Al T1 34.98 6.52 19 314 EHS Al T1b 34.98 6.52 19 314 EHS Ala Tla 34.98 5.47 16 314 EHS Ala T1b 34.98 5.46 16 3/4 EHS Alb T1 34.98 6.46 16 314 EHS Alb Tla 34.98 5.47 16 120.00 314 EHS Al T2 34.98 6.94 20 314 EHS Al T2b 34.98 6.94 20 314 EHS Ala T2a 34.98 5.07 14 314 EHS Ala T2b 34.98 5.03 14 314 EHS Alb T2 34.98 5.03 14 314 EHS Alb T2a 34.98 5.07 14 180.00 718 EHS Al 65 47.82 9.64 20 718 EHS Ala 65b 47.82 6.51 14 718 EHS Alb 65a 47.82 6.51 14 224.15 718 EHS Al 81 47.82 10.06 21 718 EHS Ala 81b 47.82 6.23 13 718 EHS Alb Bla 47.82 6.23 13 268.05 518 EHS Al T5 25.44 5.49 22 518 EHS Al T5b 25.44 5.49 22 518 EHS Ala T5a 25.44 3.45 14 618 EHS Ala TSb 25.44 3.40 13 518 EHS Alb T5 25.44 3.40 13 518 EHS Alb TSa 25.44 3.45 14 328.05 718 EHS Al 117 47.82 10.02 21 718 EHS Ala 117b 47.82 6.36 13 718 EHS Alb 117a 47.82 6.36 13 388.05 314 EHS Al 138 34.98 7.55 22 314 EHS Ala 138b 34.98 5.03 14 314 EHS Alb 138a 34.98 5.03 14 1.01) + 1.OW Service 210 deg 60.00 3/4 EHS Al T1 34.98 6.45 18 314 EHS Al Tlb 34.98 6.42 18 314 EHS Ala Tla 34.98 6.21 15 314 EHS Ala T1b 34.98 5.23 15 314 EHS Alb T1 34.98 5.86 17 314 EHS Alb Tla 34.98 6.88 17 120.00 314 EHS Al T2 34.98 6.84 20 314 EHS Al T2b 34.98 6.82 19 314 EHS Ala T2a 34.98 4.60 13 314 EHS Ala T2b 34.98 4.61 13 ' 3/4 EHS Alb T2 34.98 5.69 16 314 EHS Alb T2a 34.98 5.75 16 180.00 718 EHS Al 65 47.82 9.40 20 718 EHS Ala 65b 47.82 5.85 12 718 EHS Alb 65a 47.82 7.55 16 224.15 7/8 EHS Al 81 47.82 9.69 20 718 EHS Ala Blb 47.82 5.41 11 718 EHS Alb 81a 47.82 7.45 16 268.05 518 EHS Al T5 25.44 5.30 21 518 EHS Al T5b 25.44 5.31 21 518 EHS Ala T5a 25.44 2.79 11 518 EHS Ala T5b 25.44 2.77 11 Page 38 Site Number: 2680 Site Name: Fort Drum, FL Customer: SPRINT NEXTEL Code: ANSI1TIA-222-G Engineering Number: OAA716608_C3_01 02007-2017byATCIPLLC. All fights reserved. 11/12/2017 6:21:63 PM 518 EHS Alb TS 25.44 4.11 16 518 EHS Alb T5a 25.44 4.17 16 328.05 718 EHS Al 117 47.82 9.65 20 718 EHS Ala 117b 47.82 5.50 12 718 EHS Alb 117a 47.82 7.46 16 388.05 314 EHS Al 138 34.98 7.30 21 314 EHS Ala 138b 34.98 4.26 12 314 EHS Alb 138a 34.98 5.83 17 1.013 + 1.OW Service 240 deg 60.00 314 EHS Al T1 34.98 6.24 18 314 EHS Al T1b 34.98 6.24 18 314 EHS Ala Tie 34.98 5.14 15 314 EHS Ala T1b 34.98 5.14 15 314 EHS Alb Tl 34.98 6.24 18 314 EHS Alb Tie 34.98 6.24 18 120.00 314 EHS Al T2 34.98 6.41 18 314 EHS Al T2b 34.98 6.44 18 314 EHS Ala T2a 34.98 4.45 13 314 EHS Ala T2b 34.98 4.45 13 314 EHS Alb T2 34.98 6.41 18 314 EHS Alb T2a 34.98 6.44 18 180.00 718 EHS A7 65 47.82 8.68 18 718 EHS Ala 65b 47.82 5.61 12 718 EHS Alb 65a 47.82 8.68 18 224.15 718 EHS A7 81 47.82 8.75 18 718 EHS Ala 81b 47.82 5.15 11 718 EHS Alb 81a 47.82 8.75 18 268.05 518 EHS A7 T5 25.44 4.79 19 518 EHS Al T5b 25.44 4.83 19 518 EHS Ala T5a 25.44 ` 2.52 10 518 EHS Ala T5b 25.44 2.52 10 518 EHS Alb T5 25.44 4.79 19 518 EHS Alb T5a 25.44 4.83 19 328.05 718 EHS Al 117 47.82 8.64 18 718 EHS Ala 117b 47.82 5.19 11 718 EHS Alb 117a 47.82 8.64 18 388.05 314 EHS Al 138 34.98 6.63 19 314 EHS Ala 138b 34.98 3.90 11 314 EHS Alb 138a 34.98 6.63 19 1.013 + 1.OW Service 300 deg 60.00 314 EHS Al T1 34.98 5.46 16 314 EHS Al T1b 34.98 5.47 16 314 EHS Ala Tla 34.98 5.46 16 314 EHS Ala T1b 34.98 5.47 16 314 EHS Alb T7 34.98 6.52 19 314 EHS Alb Tie 34.98 6.52 19 120.00 314 EHS Al T2 34.98 5.03 14 314 EHS Al T2b 34.98 5.07 14 314 EHS - Ala T2a 34.98 5.03 14 3/4 EHS Ala T2b 34.98 5.07 14 314 EHS Alb T2 34.98 6.94 20 314 EHS Alb T2a 34.98 6.94 20 180.00 718 EHS A7 65 47.82 6.51 14 7/8 EHS Ala 65b 47.82 6.51 14 718 EHS Alb 65a 47.82 9.64 20 224.15 7/8 EHS Al 81 47.82 6.23 13 718 EHS Ala 81b 47.82 6.23 13 718 EHS Alb Bla 47.82 10.06 21 268.06 518 EHS Al TS 25.44 3.40 13 518 EHS Al T5b 25.44 3.45 14 Page 39 Site Number: 2680 Code: ANSIITIA-222-13 02007-20I7byATCIPLLC. All tights reserved. Site Name: Fort Drum, FL Engineering Number. OAA716608_C3 01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 518 EHS Ala T5a 25.44 3.40 13 618 EHS Ala T5b 25.44 3.45 14 618 EHS Alb T5 25.44 5.49 22 518 EHS Alb T5a 25.44 5.49 22 328.05 718 EHS Al 117 47.82 6.36 13 718 EHS Ala 117b 47.82 6.36 13 718 EHS Alb 117a 47.82 10.02 21 388.05 3/4 EHS Al 138 34.98 5.03 14 314 EHS Ala 138b 34.98 5.03 14 314 EHS Alb 138a 34.98 7.55 22 1.01) + 1.OW Service 330 deg 60.00 314 EHS Al Tl 34.98 5.23 15 314 EHS Al Tlb 34.98 5.21 15 314 EHS Ala T1a 34.98 5.86 17 314 EHS Ala T1b 34.98 5.88 17 314 EHS Alb TI 34.98 6.42 18 314 EHS Alb T1a 34.98 6.45 18 120.00 314 EHS Al T2 34.98 4.61 13 3/4 EHS Al T2b 34.98 .4.60 13 314 EHS Ala T2a 34.98 5.69 16 314 EHS Ala T2b 34.98 5.75 16 314 EHS Alb T2 34.98 6.82 19 314 EHS Alb T2a 34.98 6.84 20 180.00 7/8 EHS Al 65 47.82 5.85 12 718 EHS Ala 65b 47.82 7.55 16 718 EHS Alb 65a 47.82 9.40 20 224.15 7/8 EHS Al 81 47.82 5.41 11 718 EHS Ala 81b 47.82 7.45 16 718 EHS Alb 81a 47.82 9.69 20 268.05 518 EHS Al TS 25.44 2.77 11 518 EHS Al T5b 25.44 2.79 11 518 EHS Ala T5a 25.44 4.11 16 518 EHS Ala T5b 26.44 4.17 16 518 EHS Alb T5 25.44 5.31 21 518 EHS Alb T5a 25.44 5.30 21 328.05 718 EHS Al 117 47.82 5.50 12 718 EHS Ala 117b 47.82 7.45 16 718 EHS Alb 117a 47.82 9.65 20 388.05 314 EHS Al 138 34.98 4.26 12 314 EHS Ala 138b 34.98 5.83 17 314 EHS Alb 138a 34.98 7.30 21 Maximum Cable Forces Summa Allow Applied Elevation Anchor Tower Tension Tension Use Load Case (ft) Cable Node Node (kip) (kip) 1.213+1.6W 60 deg 60.00 314 EHS Ala T1a 34.98 12.65 36 Page 40 Site Number: 2680 Code: ANSIMA-222-G ®2007-2017byATC1PLLC. A/lrlghtsmsery d. Site Name: Fort Drum, FL Engineering Number: OAA716608_C3_01 11/12/2017 6:21:53 PM Customer: SPRINT NEXTEL 1.2D + 1.6W 180 deg 120.00 314 EHS Al T2 34.98 16.97 49 1.213 + 1.6W 60 deg 180.00 718 EHS Ala 65b 47.82 27.13 57 1.21) + 1.6W 60 deg 224.14 718 EHS Ala 81b 47.82 31.80 67 1.21) + 1.6W 60 deg 268.04 518 EHS Ala T5a 25.44 17.85 70 1.213+ 1.6W 60 deg 328.04 718 EHS Ala 117b 47.82 33.56 70 1.21)+ 1.6W 60 deg 388.04 314 EHS Ala 138b 34.98 24.54 70 Page 41