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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORTe SCANNED BY St. Lucie County Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number A AMERICAN TOWER® C O R P O R A T1 O N Structural Analysis Report : 330 ft Guyed Tower : Rim Ditch, FL 2723 OAA712653_C3_01 Sprint Nextel M133XCO29 M133XCO29 Site Location : 28000 Okeechobee Road Fort Pierce, FL 34945-5010 27.367000, 80.611000 County : St Lucie Date : October 6, 2017 Max Usage : 65% / �01- 05)a, meoc pgt g�\`Jpeco��r! k @q TRESE PILANS AND f,; L PRUPOSEID WORK s ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY NEW INSPECTORS THAT ),FJiAY SR NECEVARY-IN ORDER TO COF9PI:r'do'i'H k iVKIM- ti CODES. Result Pass K. L Prepared By: Reviewed By: �� b\GENSI� Charles Dalton Wally, E.I. Structural Engineer I * No. 77258 G p STATE OF ORI EN 3k4fC' COA: 9053 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518-919-468-0112 Office- 919466-5414 Fax - www.americantower.mm Eng. Number OAA712653_C3_01 October 6, 2017 AMERICAN TOWER• CORPORATION Table of Contents Introduction ............................................. Supporting Documents ........................... Analysis..................................................... Conclusion ................................................. Existing and Reserved Equipment........... Equipment to be Removed ...................... Proposed Equipment ............................... Structure Usages ...................................... Foundations..................................................... Deflection, Twist, and Sway ............................. Standard Conditions ........................................ Calculations................................:..................... 2 2 3 3 3 4 Attached ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518-919-468.0112 Office - 919466-5414 Fax - www.amencantower.com A AMERICAN TOWER' ca wvo •wti•iow Introduction Eng. Number OAA712653_C3_01 October 6, 2017 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 330 ft guyed towerto reflectthe change in loading by Sprint Nextel. Supporting Documents Tower Drawings Wrr Job #17832, dated September 1,1998 Foundation Drawing Mapped by Tower Engineering Professional Project #080304, dated February 19, 2008 Geotechnical.Report RE Project #98-3576, dated August 29,1998 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 ANSI/TIA-222. Basic Wind Speed: 117 mph (3-Second Gust, Vim) / 150 mph (3-Second Gust, Vuft) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G / 2015 IBC / 6th Ed. (2017) Florida Building Code Structure Gass: II Exposure Category: C Topographic Category: 1 Spectral Response: Ss=0.06,51=0.03 Site Class: I 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@americaritower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518-919-468-0112 Office - 919466.5414 Fax - www.arnerican Wwer.coni AMERICAN TOWER• CORPORATION Existing; and Reserved Equipment Eng. Number OAA712653_C3_01 October 6, 2017 Page 2 Elevation' (ft) Ctry Antenna Mount Type Lines Carrier Mount I RAD 312.0 318.0 2 12' Omni Side Arms (1)15/8" Coax (1) 3/8" Coax (1) 7/8" Coax St. Lucie County 312.0 1 TTA 288.0 288.0 3 Ericsson RRUS 32 B30 Sector Frames (18)15/8" Coax (4) 0.78" 8 AWG 6 (3) 3/8" RET Control Cable (2) 0.39" FiberTmnk AT&T Mobility 3 Kathrein 80010723 3 Kathrein 80010865 3 Kathrein 80010764 3 Ericsson RRUS 11(Band 12) (55 lb) 6 AndrewETD819HS12UB 2 Raycap DC6-48-60-18-BF 6 Triasx DBC0037F1V2-1 3 Ericsson RRUS 12 275.0 275.0 3 RFSAPXVERR18-C Sector Frames (3)11/4" Hybriflex Sprint Nextel 3 Ericsson RRUS-11800MHz 3 Ericsson 80oMHz SMR Filter 9 RFSACU-A20-N 3 Ericsson RRUS 31 262.0 262.0 9 Decibel DB878H105 Sector Frames (9)15/8" Coax Sprint Nextel 239.0 239.0 3 CSS X7C-FRO-640 Sector Frames (10) 15/8" Coax Verizon 4 ScalaAP22-1850/033D 2 TTA 12.0 12.0 2 PCrELGPS-TMG-00N Leg (2)1/2" Coax Verizon Equipment to be Removed Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 275.0 275.0 6 Scala AP21-1900/065D _ (6)15/8" Coax Sprint Nextel 3 Ericsson RRUSA2 Module Proposed Equipment Elevation' (ft) City Antenna Mount Type trines Carrier Mount IRAD 270.0 270.0 1 Nokia NSN FFHS Side Arms - Sprint Nextel 3 Ericsson RRUS82 w/o Solarshield 3 CommscopeTFFr65AP-SXR(33.3lb) '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). ATC Tower Services t1C- 3500 Regency Parkway, Suite 100 - Cary, NC 27518- 919468-0112 Office- 919466-5414 Fax - www.americantower.cam FAN AMEWCAN TOWER' c 0*e0**•1 n• Structure Usages Eng. Number OAA712653_C3_01 October 6, 2017 Page 3 Structural Component Controlling Usage Pass/Fail Legs 65% Pass Diagonals 6491 Pass Horizontals 47% Pass Guys 58% Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions c / of Design Base Axial (kips) 450.6 608.3 317.8 52% Anchor 1 Uplift (kips) 199.8 269.7 147.2 55% Anchor Shear (kips) 236.5 319.3 181.9 57% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 25.5.1 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 SwaV* Antenna Deflection Sway Elevation Antenna Carrier Twist (°) (ft) (Rotation) (°) (ft) Nokia NSN FFHS Ericsson RRUS82 w/o 270.0 Solarshield Sprint Nextel 0.107 0.023 0.023 Commscope TTTT65AP-1XR (33.3 lb) *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per AN51/TIA-222-G ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919468-0112 Office-919466-5414 Fax - www.americantower.com A AMERICANTOWER° CORPORATION 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. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 -Cary, NC 27518 - 919-468-0112 Office - 919466-5414 Fax - www.americantower.com 0 Sect IS �0 „ r-4 :a T4 Sea 17 -a a:i i0SW �1 Illillllll III m 280.00 Sect 15 r� 240.00 :. Sect 13 Ea Sect 112 ,a 180.00 �0 Sect 11 r� .a t3 :q 150.00 Sect to 140.00 Ej -4 r_n Sect •120.00 r3 3 r:J �3 - sew 8 1 100.00 t3 Sect 7 pa 80.00 �3 Sect 0 �a 60.00 j3 F--4 _a �a ry Sects a „ �a _4 Sect 4 20.00 6 0Sect 2 Sect 1 1 02007-2017hyATC/PLLC. All rights reserved. Loads: 117 mph no ice Site Class: D Ss: 0.06 S1: 0.03 60 mph Serviceability Job Information Tower: 2723 Location: Rim Ditch, FL Code: ANSIrrIA-222-G Shape : Triangle Base Width: 4.00 ft Client: SPRINT NEXTEL Sections 1 SOL 60 ksl 3" SOLID PL 60 kel Pl. 4 x 0.76" SAE 36 ksi 4X4X0.376 2-7 SOL 60 ksl 3" SOLID SOL 60 ksl 6/8" SOLID SAE 36 ksi 2)(2)(0.1876 8 SOL 60 ksl 3" SOLID SOL 60 ksi 3/4" SOLID SAE 36 ksl 2X2X0.26 9 -11 SOL 60 ksl 2 3/4" SOLID SOL 60 kal 3/4" SOLID SAE 36 kal 2X2X0.26 12 SOL 60 ksl 21/2" SOLID SOL 60 ksl 3/4" SOLID SAE 36 ks12X2X0.26 13 SOL 60 kal 2 3/4" SOLID SOL 60 ksl 7/8" SOLID SAE 36 ksl 2.6X2.6X0.26 14 -16 SOL 60 ksl 21/2" SOLID SOL 60 ksl 7/8" SOLID SAE 36 kal 2.6X2.6X0.26 17 SOL 60 ksl 21/2" SOLID SOL 60 ksl 6/8" SOLID SAE 36 kal 2X2X0.1875 Discrete Appurtenance Elev (ft) Type sty Description 312.00 Panel 1 TTA 312.00 Whip 2 12. Omni 312.00 Straight Arm 2 Round Side Arms 288.00 Panel 3 Ericsson RRUS 32 B30 288.00 Mounting Frame 3 Round Sector Frame 288.00 Panel 3 Kathrein 80D 10723 288.00 Panel 3 Kathrein 800 10865 288.00 Panel 3 Kathrein 800 10764 288.00 Panel 3 Ericsson RRUS 11 (Band 12) (65 288.00 Panel 6 Andrew ETDO19HS12UB 288.00 Panel 2 Raycap DC648-60-18-BF 288.00 Panel 6 Triasx DBC0037F1V2-1 288.00 Panel 3 Ericsson RRUS 12 275.00 Mounting Frame 3 Flat Light Sector Frame 275.00 Panel 3 RFS APXVERR18-C 275.00 Panel 3 Ericsson RRUS-11 800 MHz 276.00 Panel 3 Ericsson 800MHz SMR Filter 275.00 Panel 9 RFS ACU:A20-N 275.00 Panel 3 Ericsson RRUS 31 270.00 Panel 1 Nokia NSN FFHS 270.00 Panel 3 Ericsson RRUS82 w/o Solarshiel 270.00 Straight Arm 3 Flat Side Arm 270.00 Panel 3 Commscope TT1766AP-1 XR (33.3 1 268.00 Other 1 8'Torge Arm 262.00 Mounting Frame 3 Flat Light Sector Frames 262.00 Panel 9 Decibel DB878HIOS 239.00 Mounting Frame 3 Flat Light Sector Frame 239.00 Panel 3 CSS X7C-FRO-640 239.00 Panel 4 Scala AP22-18601033D 239.00 Panel 2 TTA 216.00 Other 1 8' Torge Arm 168.00 Other 1 8' Torae Arm Elev 6.0D 312.00 1 718" Coax 5.00 312.00 1 318" Coax 6.00 312.00 1 1 618" Coax 6.00 288.00 3 318" RET Control Cab 5.00 288.00 9 1 file" Coax 6.00 288.00 6 1 618" Coax 0.01) 288.00 3 1 618" Coax 0.00 288.00 4 0.78" 8 AWG 6 0.00 288.00 2 0.39" Fiber Trunk 6.00 275.00 3 11/4" Hybriflex Tower: 2723 Location: Rim Ditch, FL Code: ANSIITIA-222-G Shape : Triangle 02007-2017byATC/PLLC. AI/r/ghtsmsemed. Client: SPRINT NEXTEL 6.00 262.00 6 1 5/8" Coax 5.00 262.00 3 1 518" Coax 6.00 239.00 10 1 5/8" Coax Base Width : 4.00 it R=231.0' E=OA' ©2007-2017byATCIPLLC. All rights mserved. n=231.0' E=OA' Tower: 2723 Location: Rim Ditch, FL Code: ANSI/TIA-222-G Shape: Triangle Base Width : 4.00 ft Client: SPRINT NEXTEL Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth (' ) Uplift (kip) Shear (kip) 231.00 0.00 0 0.00 0.00 231.00 0.00 240 0.00 O.OD Site Number: 2723 Code: ANSIrrIA-222-G 02007-2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:00 PM_ Customer: SPRINT NEXTEL Analysis Parameters Location: ST LUCIE County, FL Code: ANSI/TIA-222-G Shape: Triangle Tower Manufacturer: FWT Inc Tower Type: Guyed Height (ft): 330 Base Elevation (ft): 0.00 Bottom Face Width (ft): 4.00 Top Face Width (ft): 4.00 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 it 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): 0.57 T,(sec): 8 p: 1.3 Cs: 0.030 Ss: 0.059 St: 0.029 Cs, Max: 0.033 F,: 1.600 Fv: 2.400 Cs, Min: 0.030 Sds 0.063 SO: 0.046 Load Cases 1.21D + 1.6W Normal 117 mph Normal to Face with No Ice 1.2D + 1.6W 60 deg 117 mph 60 degree with No Ice 1.2D + 1.6W 90 deg 117 mph 90 degree with No Ice 1.21D + 1.6W 120 deg 117 mph 120 degree with No Ice 1.213 + 1.6W 180 deg 117 mph 180 degree with No Ice 1.2D + 1.6W 210 deg 117 mph 210 degree with No Ice 1.2D + 1.6W 240 deg 117 mph 240 degree with No Ice 1.2D + 1.6W 300 deg 117 mph 300 degree with No Ice 1.20 + 1.6W 330 deg 117 mph 330 degree with No Ice (1.2+0.23ds)'DL+E Normal Seismic Normal (1.2 + 0.2Sds)' DL + E 60 deg Seismic 60 deg (1.2 + 0.2Sds) ' DL + E 90 deg Seismic 90 deg (1.2 + 0.2Sds) ' DL + E 120 deg Seismic 120 deg (1.2+0.2Sds)'DL+E 180 deg Seismic 180 deg (1.2 + 0.2Sds) ' DL + E 210 deg Seismic 210 deg (1.2 + 0.2Sds) ' DL + E 240 deg Seismic 240 deg (1.2 + 0.2Sds) ' DL + E 300 deg Seismic 300 deg (1.2 + 0.2Sds) ' DL + E 330 deg Seismic 330 deg 1.OD + 1.OW Service Normal Serviceability - 60 mph Wind Normal 1.013 + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.OD + 1.OW Service 90 deg Serviceability - 60 mph Wind 90 deg Page 1 Site Number: 2723 Code: ANSIITIA-222-G 0 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Analysis Parameters 1.OD + 1.OW Service 120 deg 1.01D + 1.OW Service 180 deg 1.OD + 1.OW Service 210 deg 1.01D + 1.OW Service 240 deg 1.O1D + 1.OW Service 300 deg 1.OD + 1.OW Service 330 deg 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: 2723 Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: 0AA712653_C3_01 10/6/2017 5:26:01 PM_ Customer: SPRINT NEXTEL Tower Loading Discrete ADDurtenance Properties 1.2D+1.6W Elevation Description (ft) City Wt. (Ib) EPA (so Length Width (ft) (in) Depth (in) K, Orient. Factor Vert. Ecc.(ft) M„ (lb-ft) Q, (psf) F, (WL) (Ib) P,(DL) (lb) 312.0 TTA 1 10 1.2 1.0 12.0 6.0 1.00 1.00 0.0 0.0 47.90 78 14 312.0 12' Omni 2 40 3.6 12.0 3.0 3.0 1.00 1.00 6.0 2825.7 48.10 471 115 312.0 Round Side Arms 2 150 5.2 6.0 0.0 0.0 1.00 0.67 0.0 0.0 47.90 454 432 288.0 Triasx 6 6 0.4 0.6 5.9 2.4 0.80 0.50 0.0 0.0 47.10 58 55 288.0 Raycap DC6-48-60- 2 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 47.10 131 92 288.0 Andrew 6 19 1.3 1.1 11.4 3.5 0.80 0.50 0.0 0.0 47.10 201 160 288.0 Ericsson RRUS 11 3 55 2.5 1.5 17.0 7.2 0.80 0.67 0.0 0.0 47.10 260 238 288.0 Ericsson RRUS 32 3 60 2.7 2.2 12.1 6.7 0.80 0.67 0.0 0.0 47.10 277 259 288.0 Ericsson RRUS 12 3 50 3.2 1.7 18.5 7.5 0.80 0.67 0.0 0.0 47.10 324 216 288.0 Kathrein 800 10764 3 41 5.9 4.6 11.8 6.0 0.80 0.79 0.0 0.0 47.10 713 176 288.0 Kathrein 800 10865 3 66 10.2 6.3 14.8 6.7 0.80 0.77 0.0 0.0 47.10 1210 286 288.0 Kathrein 800 10723 3 69 10.9 7.8 11.8 6.0 0.80 0.80 0.0 0.0 47.10 1343 299 288.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 47.10 1557 1296 275.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 46.65 32 13 275.0 Ericsson 800MHz 3 10 0.5 0.4 11.0 4.5 0.80 0.50 0.0 0.0 46.65 37 43 275.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 46.65 123 242 275.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.67 0.0 0.0 46.65 257 233 275.0 RFS APXVERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.83 0.0 0.0 46.65 1014 216 275.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 46.65 1916 1728 270.0 Nokia NSN FFHS 1 17 1.1 0.9 11.9 2.9 0.80 0.50 0.0 0.0 46.47 27 25 270.0 Ericsson RRUS82 3 59 2.2 1.5 14.0 6.0 0.80 0.67 0.0 0.0 46.47 219 255 270.0 Flat Side Arm 3 150 6.3 0.0 0.0 0.0 1.00 0.67 0.0 0.0 46.47 800 648 270.0 Commscope 3 33 7.0 5.3 12.0 4.6 0.80 0.64 0.0 0.0 46.47 679 144 268.0 B' Torge Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.0 46.39 631 576 262.0 Decibel DB878H105 9 20 11.5 8.0 12.0 5.0 0.80 0.76 0.0 0.0 46.17 3941 259 262.0 Flat Light Sector 3 400 17.9 12.0 0.0 0.0 0.75 0.75 0.0 0.0 46.17 1897 1728 239.0 TTA 2 10 1.2 1.0 12.0 6.0 0.80 0.50 0.0 0.0 45.29 59 29 239.0 Scala AP22- 4 24 7.8 6.4 10.3 2.4 0.80 0.66 0.0 0.0 45.29 1008 140 239.0 CSS X7C-FRO-640 3 28 11.8 6.0 18.8 9.0 0.80 0.77 0.0 0.0 45.29 1348 121 239.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 45.29 1860 1728 216.0 8' Torge Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.0 44.33 603 576 168.0 8' Torge Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.0 42.05 572 576 12.00 PCTEL GPS-TMG-40N 2 1 0.1 0.4 3.2 3.2 1.00 1.00 0.0 0.0 25.32 6 2 Totals 103 8973 630.9 Discrete Appurtenance Properties 1.OD + 1.OW Service Elevation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M„ Q, F, (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (lb) (lb) 312.0 TTA 1 10 1.2 1.0 12.0 6.0 1.00 1.00 0.0 0.0 12.60 13 10 312.0 12' Omni 2 40 3.6 12.0 3.0 3.0 1.00 1.00 6.0 464.5 12.65 77 80 312.0 Round Side Arms 2 150 5.2 6.0 0.0 0.0 1.00 0.67 0.0 0.0 12.60 75 300 288.0 Triasx 6 6 0.4 0.6 5.9 2.4 0.80 0.50 0.0 0.0 12.39 10 38 288.0 Raycap DC6-48-60- 2 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 12.39 22 64 288.0 Andrew 6 19 1.3 1.1 11.4 3.5 0.80 0.50 0.0 0.0 12.39 33 111 288.0 Ericsson RRUS 11 3 55 2.5 1.5 17.0 7.2 0.80 0.67 0.0 0.0 12.39 43 165 288.0 Ericsson RRUS 32 3 60 2.7 2.2 12.1 6.7 0.80 0.67 0.0 0.0 12.39 46 180 288.0 Ericsson RRUS 12 3 50 3.2 1.7 18.5 7.5 0.80 0.67 0.0 0.0 12.39 53 150 288.0 Kathrein 800 10764 3 41 5.9 4.6 11.8 6.0 0.80 0.79 0.0 0.0 12.39 117 122 288.0 Kathrein 800 10865 3 66 10.2 6.3 14.8 6.7 0.80 0.77 0.0 0.0 12.39 199 198 288.0 Kathrein 800 10723 3 69 10.9 7.8 11.8 6.0 0.80 0.80 0.0 0.0 12.39 221 208 288.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 12.39 256 900 Page 3 Site Number: 2723 Code: ANSIITIA-222-G ® 2007 - 2017 by ATC IP L.L.C. All rights reserved. Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL Engineering Number: OAA712653_C3_01 Tower Loadi 10/6/2017 5:26:01 PM 275.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 12.27 5 9 275.0 Ericsson 800MHz 3 10 0.5 0.4 11.0 4.5 0.80 0.50 0.0 0.0 12.27 6 30 275.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 12.27 20 168 275.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.67 0.0 0.0 12.27 42 162 275.0 RFS APXVERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.83 0.0 0.0 12.27 167 150 275.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 12.27 315 1200 270.0 Nokia NSN FFHS 1 17 1.1 0.9 11.9 2.9 0.80 0.50 0.0 0.0 12.22 4 17 270.0 Ericsson RRUS82 3 59 2.2 1.5 14.0 6.0 0.80 0.67 0.0 0.0 12.22 36 177 270.0 Flat Side Arm 3 150 6.3 0.0 0.0 0.0 1.00 0.67 0.0 0.0 12.22 132 450 270.0 Commscope 3 33 7.0 5.3 12.0 4.6 0.80 0.64 0.0 0.0 12.22 112 100 268.0 8' Torge Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.0 12.20 104 400 262.0 Decibel DB878HI05 9 20 11.5 8.0 12.0 5.0 0.80 0.76 0.0 0.0 12.14 648 180 262.0 Flat Light Sector 3 400 17.9 12.0 0.0 0.0 0.75 0.75 0.0 0.0 12.14 312 1200 239.0 TTA 2 10 1.2 1.0 12.0 6.0 0.80 0.50 0.0 0.0 11.91 10 20 239.0 Scala AP22- 4 24 7.8 6.4 10.3 2.4 0.80 0.66 0.0 0.0 11.91 166 97 239.0 CSS X7C-FRO-640 3 28 11.8 6.0 18.8 9.0 0.80 0.77 0.0 0.0 11.91 222 84 239.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 11.91 306 1200 216.0 8' Torge Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.0 11.66 99 400 168.0 8' Torge Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.0 11.06 94 400 12.00 PCTEL GPS-TMG-40N 2 1 0.1 0.4 3.2 3.2 1.00 1.00 0.0 0.0 6.66 1 1 Totals 103 8973 630.9 Page 4 Site Number: 2723 Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP I.I.C. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM. Customer: SPRINT NEXTEL Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight PCt Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 5.00 312.0 1 5/8" Coax 1 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 312.0 318" Coax 1 0.44 0.08 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 312.0 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 288.0 0.39" Fiber Trunk 2 0.39 0.06 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 288.0 0.78" 8 AWG 6 4 0.78 0.59 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 288.0 1 5/8" Coax 3 1.98 0.82 0 Lin App Individual 0.00 N 0.00 1.00 0.00 5.00 288.0 1 5/8" Coax 6 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 5.00 288.0 1 5/8" Coax 9 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 288.0 3/8" RET Control 3 0.38 0.23 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 275.0 1 1/4" Hybriflex 3 1.54 1.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 262.0 1 5/8" Coax 3 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 262.0 1 5/8" Coax 6 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 239.0 1 5/8" Coax 10 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 12.00 112" Coax 2 0.63 0.15 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 5 Site Number: 2723 Code: ANSIMA-222-G ® 2007 - 2017 by ATC IP L.L.C. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Section Forces LoadCase 1.213 + 1.6W Normal 117 mph Normal to Face with No Ice Gust Response Factor (Gh): o.e5 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar A, IceAr a Cr or D, Ti, A, EP& EPA,; Wt. Ice Wt. Fs, F, Farce (ft) (psf) (so (so (so (in) (sf) (50 (so Ila) (lb) (lb) (lb) (Ib) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 1.00 1.00 0.0 1.32 0.00 0.00 145 0 219 0 219 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 1.00 1.00 0.0 4.19 0.00 0.00 497 0 732 0 732 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 1.00 1.00 0.0 10.13 3.51 0.00 1271 0 1776 164 1940 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 1.00 1.00 0.0 10.42 29.01 0.00 1825 0 1779 1386 3165 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 72.49 0.00 2500 0 1975 3411 5386 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 101.15 0.00 2677 0 1943 4639 6582 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 132.50 0.00 2864 0 1909 5938 7847 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 1.00 1.00 0.0 11.54 134.15 0.00 3127 0 1761 5896 7657 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 1.00 1.00 0.0 10.77 134.15 0.00 2686 0 1666 5773 7440 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1683 5640 7323 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1639 5493 7132 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1591 5330 6921 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 1.00 1.00 0.0 11.27 134.15 0.00 3267 0 1503 5146 6649 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 10.14 134.15 0.00 3058 0 1322 4933 6255 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 3058 0 1411 4679 6090 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 1.00 1.00 0.0 12.10 134.15 0.00 3121 0 1380 4359 5738 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 3058 0 1181 3914 5095 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 1.00 1.00 0.0 1.52 13.41 0.00 332 0 134 356 489 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 1.00 1.00 0.0 6.45 81.12 0.00 1817 0 583 2048 2631 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 1.00 1.00 0.0 7.01 11.44 0.00 1138 0 438 199 638 45258 0 95929 LoadCase 1.2D + 1.6W 60 deg 117 mph 60 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar A, Ice A, a Cr or D, Ti, A, EPA, EPA,; Wt. Ice Wt. Fs, F, Force (ft) (psf) (so (so (SO (in) (sf) (SO (so (lb) (Ib) (lb) (Ib) (lb) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 0.80 1.00 0.0 1.18 0.00 0.00 145 0 197 0 197 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 0.80 1.00 0.0 3.79 0.00 0.00 497 0 662 0 662 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 0.80 1.00 0.0 9.19 3.51 0.00 1271 0 1612 164 1777 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 0.80 1.00 0.0 9.62 29.01 0.00 1825 0 1643 1386 3028 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 72.49 0.00 2500 0 1812 3411 5223 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 101.15 0.00 2677 0 1783 4639 6422 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 132.50 0.00 2864 0 1752 5938 7690 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 0.80 1.00 0.0 10.54 134.15 0.00 3127 0 1608 5896 7504 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 0.80 1.00 0.0 9.97 134.15 0.00 2686 0 1543 5773 7316 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1564 5640 7203 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1523 5493 7016 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1478 5330 6808 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 0.80 1.00 0.0 10.33 134.15 0.00 3267 0 1379 5146 6525 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 9.34 134.15 0.00 3058 0 1218 4933 6151 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 3058 0 1312 4679 5991 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 0.80 1.00 0.0 11.17 134.15 0.00 3121 0 1273 4359 5632 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 3058 0 1098 3914 5012 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 0.80 1.00 0.0 1.38 13.41 0.00 332 0 122 356 478 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 0.80 1.00 0.0 6.05 81.12 0.00 1817 0 547 2048 2595 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 0.80 1.00 0.0 6.08 11.44 0.00 1138 0 380 199 579 45258 0 93809 Page 6 Site Number: 2723 Code: ANSIITIA-222-G 0 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: CAA712653_C3_01 10/6/2017 5:26:01 PM. Customer: SPRINTNEXTEL Section Forces LoadCase 1.2D + 1.6W 90 deg 117 mph 90 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar Ar Ice Ar a Cr or or Tu AQ EPA, EPA„ Wt. Ice Wt. Fs, F, Force (ft) (pso (so (so (so (in) (so (SO (so (lb) (lb) (lb) (lb) (lb) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 0.85 1.00 0.0 1.22 0.00 0.00 145 0 202 0 202 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 0.85 1.00 0.0 3.89 0.00 0.00 497 0 679 0 679 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 0.85 1.00 0.0 9.43 3.51 0.00 1271 0 1653 164 1818 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 0.85 1.00 0.0 9.82 29.01 0.00 1825 0 1677 1386 3062 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 72.49 0.00 2500 0 1853 3411 5264 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 101.15 0.00 2677 0 1823 4639 6462 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 132.50 0.00 2864 0 1791 5938 7729 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 0.85 1.00 0.0 10.79 134.15 0.00 3127 0 1646 5896 7542 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 0.85 1.00 0.0 10.17 134.15 0.00 2686 0 1574 5773 7347 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2939 0 1594 5640 7233 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2939 0 1552 5493 7045 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2939 0 1506 5330 6836 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 0.85 1.00 0.0 10.57 134.15 0.00 3267 0 1410 5146 6556 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 9.54 134.15 0.00 3058 0 1244 4933 6177 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 3058 0 1337 4679 6016 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 0.85 1.00 0.0 11.40 134.15 0.00 3121 0 1300 4359 5659 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 3058 0 1119 3914 5033 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 0.85 1.00 0.0 1.42 13.41 0.00 332 0 125 356 480 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 0.85 1.00 0.0 6.15 81.12 0.00 1817 0 556 2048 2604 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 0.85 1.00 0.0 6.31 11.44 0.00 1138 0 395 199 594 45258 0 94339 LoadCase 1.2D + 1.6W 120 deg 117 mph 120 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q A, Ar Ice Ar a C, Dr Dr Ti, A, EPA, EPA„ Wt. Ice Wt. Fs, F, Force (ft) (pst) (so (s0 (So (in) (so (so (so (lb) (I b) (lb) (lb) (lb) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 1.00 1.00 0.0 1.32 0.00 0.00 145 0 219 0 219 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 1.00 1.00 0.0 4.19 0.00 0.00 497 0 732 0 732 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 1.00 1.00 0.0 10.13 3.51 0.00 1271 0 1776 164 1940 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 1.00 1.00 0.0 10.42 29.01 0.00 1825 0 1779 1386 3165 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 72.49 0.00 2500 0 1975 3411 5386 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 101.15 0.00 2677 0 1943 4639 6582 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 132.50 0.00 2864 0 1909 5938 7847 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 1.00 1.00 0.0 11.54 134.15 0.00 3127 0 1761 5896 7657 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 1.00 1.00 0.0 10.77 134.15 0.00 2686 0 1666 5773 7440 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1683 5640 7323 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1639 5493 7132 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1591 5330 6921 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 1.00 1.00 0.0 11.27 134.15 0.00 3267 0 1503 5146 6649 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 10.14 134.15 0.00 3058 0 1322 4933 6255 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 3058 0 1411 4679 6090 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 1.00 1.00 0.0 12.10 134.15 0.00 3121 0 1380 4359 5738 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 3058 0 1181 3914 5095 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 1.00 1.00 0.0 1.52 13.41 0.00 332 0 134 356 489 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 1.00 1.00 0.0 6.45 81.12 0.00 1817 0 583 2048 2631 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 1.00 1.00 0.0 7.01 11.44 0.00 1138 0 438 199 638 45258 0 95929 Page 7 Site Number: 2723 Code: ANSI/TIA-222-G 02007-2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Section Forces LoadCase 1.2D + 1.6W 180 deg 117 mph 180 degree with No Ice Gust Response Factor (Gh): o.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar A, Ice A e C, or or Ti, AQ EPA, EP&I Wt. Ice Wt. F, F, Force (ft) (psf) (so (so (so (in) (sf) (so (so (lb) (Ib) (lb) (Ib) (Ib) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 0.80 1.00 0.0 1.18 0.00 0.00 145 0 197 0 197 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 0.80 1.00 0.0 3.79 0.00 0.00 497 0 662 0 662 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 0.80 1.00 0.0 9.19 3.51 0.00 1271 0 1612 164 1777 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 0.80 1.00 0.0 9.62 29.01 0.00 1825 0 1643 1386 3028 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 72.49 0.00 2500 0 1812 3411 5223 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 101.15 0.00 2677 0 1783 4639 6422 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 132.50 0.00 2864 0 1752 5938 7690 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 0.80 1.00 0.0 10.54 134.15 0.00 3127 0 1608 5896 7504 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 0.80 1.00 0.0 9.97 134.15 0.00 2686 0 1543 5773 7316 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1564 5640 7203 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1523 5493 7016 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1478 5330 6808 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 0.80 1.00 0.0 10.33 134.15 0.00 3267 0 1379 5146 6525 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 9.34 134.15 0.00 3058 0 1218 4933 6151 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 3058 0 1312 4679 5991 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 0.80 1.00 0.0 11.17 134.15 0.00 3121 0 1273 4359 5632 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 3058 0 1098 3914 5012 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 0.80 1.00 0.0 1.38 13.41 0.00 332 0 122 356 478 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 0.80 1.00 0.0 6.05 81.12 0.00 1817 0 547 2048 2595 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 0.80 1.00 0.0 6.08 11.44 0.00 1138 0 380 199 579 45258 0 93809 LoadCase 1.2D + 1.6W 210 de Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q A, Ar Ice Ar e (ft) (psf) (so (sf) (so 117 mph 210 degree with No Ice C, or Dr Ti, AQ EPA,, EPA,; Wt. Ice Wt. Fs, Fe Force (in) (so (so (sf) (lb) (Ib) (Ib) (Ib) (Ib) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 0.85 1.00 0.0 1.22 0.00 0.00 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 0.85 1.00 0.0 3.89 0.00 0.00 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 0.85 1.00 0.0 9.43 3.51 0.00 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 0.85 1.00 0.0 9.82 29.01 0.00 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 72.49 0.00 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 101.15 0.00 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 132.50 0.00 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 0.85 1.00 0.0 10.79 134.15 0.00 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 0.85 1.00 0.0 10.17 134.15 0.00 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 0.85 1.00 0.0 10.57 134.15 0.00 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 9.54 134.15 0.00 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 0.85 1.00 0.0 11.40 134.15 0.00 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 0.85 1.00 0.0 1.42 13.41 0.00 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 0.85 1.00 0.0 6.15 81.12 0.00 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 0.85 1.00 0.0 6.31 11.44 0.00 Page 8 145 0 202 0 202 497 0 679 0 679 1271 0 1653 164 1818 1825 0 1677 1386 3062 2500 0 1853 3411 5264 2677 0 1823 4639 6462 2864 0 1791 5938 7729 3127 0 1646 5896 7542 2686 0 1574 5773 7347 2939 0 1594 5640 7233 2939 0 1552 5493 7045 2939 0 1506 5330 6836 3267 0 1410 5146 6556 3058 0 1244 4933 6177 3058 0 1337 4679 6016 3121 0 1300 4359 5659 3058 0 1119 3914 5033 332 0 125 356 480 1817 0 556 2048 2604 1138 0 395 199 594 45258 0 94339 Site Number: 2723 Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM, Customer: SPRINT NEXTEL Section Forces LoadCase 1.2D + 1.6W 240 deg 117 mph 240 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. O, Ar Ar Ice Ar a Cr of Dr T, AQ EP& EP& Wt. Ice Wt. Fs, F, Force (ft) (pst) (so (so (so (i n) (so (so (so (lb) (I b) (lb) (lb) (Ib) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 1.00 1.00 0.0 1.32 0.00 0.00 145 0 219 0 219 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 1.00 1.00 0.0 4.19 0.00 0.00 497 0 732 0 732 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 1.00 1.00 0.0 10.13 3.51 0.00 1271 0 1776 164 1940 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 1.00 1.00 0.0 10.42 29.01 0.00 1825 0 1779 1386 3165 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 72.49 0.00 2500 0 1975 3411 5386 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 101.15 0.00 2677 0 1943 4639 6582 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 132.50 0.00 2864 0 1909 5938 7847 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 1.00 1.00 0.0 11.54 134.15 0.00 3127 0 1761 5896 7657 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 1.00 1.00 0.0 10.77 134.15 0.00 2686 0 1666 5773 7440 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1683 5640 7323 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1639 5493 7132 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2939 0 1591 5330 6921 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 1.00 1.00 0.0 11.27 134.15 0.00 3267 0 1503 5146 6649 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 10.14 134.15 0.00 3058 0 1322 4933 6255 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 3058 0 1411 4679 6090 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 1.00 1.00 0.0 12.10 134.15 0.00 3121 0 1380 4359 5738 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 3058 0 1181 3914 5095 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 1.00 1.00 0.0 1.52 13.41 0.00 332 0 134 356 489 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 1.00 1.00 0.0 6.45 81.12 0.00 1817 0 583 2048 2631 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 1.00 1.00 0.0 7.01 11.44 0.00 1138 0 438 199 638 45258 0 95929 LoadCase 1.2D + 1.6W 300 deg 117 mph 300 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (IW) : 0.00 Section Elev. q Ar Ar Ice Ar a Cr of or T„ AQ EPA, EPAbj Wt. Ice Wt. Fs, F, Force (ft) (pso (so (so (50 (in) (so (so (so (Ib) (lb) (lb) (Ib) (lb) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 0.80 1.00 0.0 1.18 0.00 0.00 145 0 197 0 197 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 0.80 1.00 0.0 3.79 0.00 0.00 497 0 662 0 662 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 0.80 1.00 0.0 9.19 3.51 0.00 1271 0 1612 164 1777 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 0.80 1.00 0.0 9.62 29.01 0.00 1825 0 1643 1386 3028 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 72.49 0.00 2500 0 1812 3411 5223 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 101.15 0.00 2677 0 1783 4639 6422 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 132.50 0.00 2864 0 1752 5938 7690 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 0.80 1.00 0.0 10.54 134.15 0.00 3127 0 1608 5896 7504 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 0.80 1.00 0.0 9.97 134.15 0.00 2686 0 1543 5773 7316 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1564 5640 7203 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1523 5493 7016 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2939 0 1478 5330 6808 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 0.80 1.00 0.0 10.33 134.15 0.00 3267 0 1379 5146 6525 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 9.34 134.15 0.00 3058 0 1218 4933 6151 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 3058 0 1312 4679 5991 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 0.80 1.00 0.0 11.17 134.15 0.00 3121 0 1273 4359 5632 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 3058 0 1098 3914 5012 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 0.80 1.00 0.0 1.38 13.41 0.00 332 0 122 356 478 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 0.80 1.00 0.0 6.05 81.12 0.00 1817 0 547 2048 2595 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 0.80 1.00 0.0 6.08 11.44 0.00 1138 0 380 199 579 45258 0 93809 Page 9 $ite Number: 2723 Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Section Forces LoadCase 1.21D + 1.6W 330 decl 117 mph 330 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar A, Ice A, a Cr of D, Tip & EP& EP&i Wt. Ice Wt. Fst F, Force (ft) (psf) (so (sf) (so (in) (so (sf) (sf) (lb) (lb) (lb) (lb) (lb) 20 329.0 48.44 0.67 1.18 0.00 0.22 2.53 0.85 1.00 0.0 1.22 0.00 0.00 145 0 202 0 202 19 324.0 48.29 2.00 4.02 0.00 0.18 2.66 0.85 1.00 0.0 3.89 0.00 0.00 497 0 679 0 679 18 310.0 47.84 4.67 9.58 0.00 0.17 2.70 0.85 1.00 0.0 9.43 3.51 0.00 1271 0 1653 164 1818 17 290.0 47.17 4.00 11.24 0.00 0.18 2.66 0.85 1.00 0.0 9.82 29.01 0.00 1825 0 1677 1386 3062 16 270.0 46.47 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 72.49 0.00 2500 0 1853 3411 5264 15 250.0 45.72 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 101.15 0.00 2677 0 1823 4639 6462 14 230.0 44.92 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 132.50 0.00 2864 0 1791 5938 7729 13 210.0 44.07 5.00 13.24 0.00 0.22 2.54 0.85 1.00 0.0 10.79 134.15 0.00 3127 0 1646 5896 7542 12 190.0 43.15 4.00 11.82 0.00 0.19 2.64 0.85 1.00 0.0 10.17 134.15 0.00 2686 0 1574 5773 7347 11 170.0 42.16 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2939 0 1594 5640 7233 10 150.0 41.06 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2939 0 1552 5493 7045 9 130.0 39.84 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2939 0 1506 5330 6836 8 110.0 38.46 4.67 13.49 0.00 0.21 2.55 0.85 1.00 0.0 10.57 134.15 0.00 3267 0 1410 5146 6556 7 90.00 36.87 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 9.54 134.15 0.00 3058 0 1244 4933 6177 6 70.00 34.97 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 3058 0 1337 4679 6016 5 50.00 32.58 4.67 12.91 0.00 0.21 2.57 0.85 1.00 0.0 11.40 134.15 0.00 3121 0 1300 4359 5659 4 30.00 29.26 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 3058 0 1119 3914 5033 3 19.00 26.58 0.67 1.45 0.00 0.25 2.44 0.85 1.00 0.0 1.42 13.41 0.00 332 0 125 356 480 2 12.00 25.32 2.00 7.77 0.00 0.19 2.62 0.85 1.00 0.0 6.15 61.12 0.00 1817 0 556 2048 2604 1 3.00 25.32 4.65 3.21 0.00 0.58 1.82 0.85 1.00 0.0 6.31 11.44 0.00 1138 0 395 199 594 45258 0 94339 LoadCase 1.01D + 1.OW Service Normal Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Serviceability - 60 mph Wind Normal Section Elev. q Ar A, Ice Ar a C, Dr or T;, AQ EPA, EPA„ Wt. Ice Wt. Fst F, Force (ft) (psf) (sf) (so (so (in) (so (sf) (so (lb) (lb) (Ib) (lb) (Ib) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 1.00 1.00 0.0 1.32 0.00 0.00 121 0 36 0 36 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 1.00 1.00 0.0 4.19 0.00 0.00 414 0 120 0 120 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 1.00 1.00 0.0 10.13 3.51 0.00 1059 0 292 27 319 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 1.00 1.00 0.0 10.42 29.01 0.00 1521 0 292 228 520 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 72.49 0.00 2083 0 325 561 885 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 101.15 0.00 2231 0 319 763 1082 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 132.50 0.00 2387 0 314 976 1290 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 1.00 1.00 0.0 12.64 134.15 0.00 2605 0 317 969 1286 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 1.00 1.00 0.0 10.77 134.15 0.00 2238 0 274 949 1223 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 277 927 1204 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 269 903 1172 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 261 876 1138 8 110.010.12 4.67 13.49 0.00 0.21 2.55 1.00 1.00 0.0 12.45 134.15 0.00 2723 0 273 846 1119 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 245 811 1055 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 232 769 1001 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 1.00 1.00 0.0 12.10 134.15 0.00 2601 0 227 716 943 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 194 643 837 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 1.00 1.00 0.0 1.52 13.41 0.00 276 0 22 58 80 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 1.00 1.00 0.0 6.45 81.12 0.00 1515 0 96 337 432 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 1.00 1.00 0.0 7.01 11.44 0.00 948 0 72 33 105 Page 10 Site Number: 2723 Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP L.L.C. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Section Forces 37715 0 15848 LoadCase 1.OD + 1.OW Service 60 deg Serviceability - 60 mph Wind 60 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. Or A, Ar Ice A, a C, Dr Dr T. AQ EPA, EPA,, Wt. Ice Wt. Fs, F, Force (R) (p50 (SO (SO (SO (in) (so (SO (SO (lb) (lb) (lb) (lb) (lb) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 0.80 1.00 0.0 1.18 0.00 0.00 121 0 32 0 32 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 0.80 1.00 0.0 3.79 0.00 0.00 414 0 109 0 109 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 0.60 1.00 0.0 9.19 3.51 0.00 1059 0 265 27 292 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 0.80 1.00 0.0 9.62 29.01 0.00 1521 0 270 228 498 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 72.49 0.00 2083 0 298 561 859 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 101.15 0.00 2231 0 293 763 1056 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 132.50 0.00 2387 0 288 976 1264 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 0.80 1.00 0.0 11.64 134.15 0.00 2605 0 292 969 1261 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 0.80 1.00 0.0 9.97 134.15 0.00 2238 0 254 949 1202 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 257 927 1184 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 250 903 1153 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 243 876 1119 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 0.80 1.00 0.0 11.52 134.15 0.00 2723 0 253 846 1098 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 227 811 1038 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 216 769 985 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 0.80 1.00 0.0 11.17 134.15 0.00 2601 0 209 716 926 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 180 643 824 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 0.80 1.00 0.0 1.38 13.41 0.00 276 0 20 58 78 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 0.80 1.00 0.0 6.05 81.12 0.00 1515 0 90 337 427 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 0.80 1.00 0.0 6.08 11.44 0.00 948 0 62 33 95 37715 0 15500 LoadCase 1.OD + 1.OW Service 90 deg Serviceability - 60 mph Wind 90 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar Ar Ice Ar e C, Dr Dr Tm A. EPA, EPA,i Wt. Ice Wt. Fs, F, Force (ft) (psf) (SO (so (so (in) (so (so (SO (lb) (lb) (lb) (lb) (lb) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 0.85 1.00 0.0 1.22 0.00 0.00 121 0 33 0 33 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 0.85 1.00 0.0 3.89 0.00 0.00 414 0 112 0 112 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 0.85 1.00 0.0 9.43 3.51 0.00 1059 0 272 27 299 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 0.85 1.00 0.0 9.82 29.01 0.00 1521 0 276 228 503 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 72.49 0.00 2083 0 305 561 865 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 101.15 0.00 2231 0 300 763 1062 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 132.50 0.00 2387 0 294 976 1270 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 0.85 1.00 0.0 11.89 134.15 0.00 2605 0 298 969 1267 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 0.85 1.00 0.0 10.17 134.15 0.00 2238 0 259 949 1208 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 262 927 1189 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 255 903 1158 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 248 876 1124 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 0.85 1.00 0.0 11.75 134.15 0.00 2723 0 258 846 1104 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 232 811 1043 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 220 769 989 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 0.85 1.00 0.0 11.40 134.15 0.00 2601 0 214 716 930 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 184 643 827 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 0.85 1.00 0.0 1.42 13.41 0.00 276 0 21 58 79 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 0.85 1.00 0.0 6.15 81.12 0.00 1515 0 91 337 428 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 0.85 1.00 0.0 6.31 11.44 0.00 948 0 65 33 98 Page 11 $ite Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL Code: ANSIfTIA-222-G 02007- 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA712653_C3_01 Section Forces 10/6/2017 5:26:01 PM 37715 0 15587 LoadCase 1.013 + 1.OW Service 120 deg Serviceability - 60 mph Wind 120 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. q Ar A, Ice A, a C, Of Or Ti. A. EPA, EPA„ Wt. Ice Wt. F,, F, Force (10 (psf) (so (sf) (SO (in) (so (so (so (Ib) (Ib) (Ib) (Ib) (Ib) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 1.00 1.00 0.0 1.32 0.00 0.00 121 0 36 0 36 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 1.00 1.00 0.0 4.19 0.00 0.00 414 0 120 0 120 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 1.00 1.00 0.0 10.13 3.51 0.00 1059 0 292 27 319 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 1.00 1.00 0.0 10.42 29.01 0.00 1521 0 292 228 520 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 72.49 0.00 2083 0 325 561 885 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 101.15 0.00 2231 0 319 763 1082 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 132.50 0.00 2387 0 314 976 1290 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 1.00 1.00 0.0 12.64 134.15 0.00 2605 0 317 969 1286 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 1.00 1.00 0.0 10.77 134.15 0.00 2238 0 274 949 1223 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 277 927 1204 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 269 903 1172 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 261 876 1138 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 1.00 1.00 0.0 12.45 134.15 0.00 2723 0 273 846 1119 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 245 811 1055 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 232 769 1001 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 1.00 1.00 0.0 12.10 134.15 0.00 2601 0 227 716 943 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 194 643 837 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 1.00 1.00 0.0 1.52 13.41 0.00 276 0 22 58 80 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 1.00 1.00 0.0 6.45 81.12 0.00 1515 0 96 337 432 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 1.00 1.00 0.0 7.01 11.44 0.00 948 0 72 33 105 37715 0 15848 LoadCase 1.OD + 1.OW Service 180 deg Serviceability - 60 mph Wind 180 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Section Elev. O, Ar Ar Ice Ar a Cr Of Or T„ A, EP& EPA,i Wt. Ice Wt. F. F. Force (ft) (psf) (so (so (so (in) (so (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 0.80 1.00 0.0 1.18 0.00 0.00 121 0 32 0 32 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 0.80 1.00 0.0 3.79 0.00 0.00 414 0 109 0 109 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 0.80 1.00 0.0 9.19 3.51 0.00 1059 0 265 27 292 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 0.80 1.00 0.0 9.62 29.01 0.00 1521 0 270 228 498 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 72.49 0.00 2083 0 298 561 859 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 101.15 0.00 2231 0 293 763 1056 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 132.50 0.00 2387 0 288 976 1264 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 0.80 1.00 0.0 11.64 134.15 0.00 2605 0 292 969 1261 12 190.011.35 4.00 11.82 0.00 0.19 2.64 0.80 1.00 0.0 9.97 134.15 0.00 2238 0 254 949 1202 11 170.011.09 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 257 927 1184 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 250 903 1153 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0:00 2449 0 243 876 1119 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 0.80 1.00 0.0 11.52 134.15 0.00 2723 0 253 846 1098 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 227 811 1038 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 216 769 985 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 0.80 1.00 0.0 11.17 134.15 0.00 2601 0 209 716 926 ' 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 180 643 824 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 0.80 1.00 0.0 1.38 13.41 0.00 276 0 20 58 78 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 0.80 1.00 0.0 6.05 81.12 0.00 1515 0 90 337 427 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 0.80 1.00 0.0 6.08 11.44 0.00 948 0 62 33 95 Page 12 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL LoadCase 1.01D + 1.OW Service 210 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Code: ANSVTIA-222-G 0 2007 - 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA712653_C3_01 1016I2017 5:26:01 PM Section Forces B)ri61 Serviceability - 60 mph Wind 210 deg f -191: Section Elev. q A, A, Ice A, a Cr Dr D, T„ A. EPN EPA„ Wt. Ice Wt. Fs, F, Force (ft) (psf) (so (SO (so (in) (so (so (so (Ib) (lb) (lb) (lb) (Ib) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 0.85 1.00 0.0 1.22 0.00 0.00 121 0 33 0 33 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 0.85 1.00 0.0 3.89 0.00 0.00 414 0 112 0 112 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 0.85 1.00 0.0 9.43 3.51 0.00 1059 0 272 27 299 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 0.85 1.00 0.0 9.82 29.01 0.00 1521 0 276 228 503 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 72.49 0.00 2083 0 305 561 865 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 101.15 0.00 2231 0 300 763 1062 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 132.50 0.00 2387 0 294 976 1270 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 0.85 1.00 0.0 11.89 134.15 0.00 2605 0 298 969 1267 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 0.85 1.00 0.0 10.17 134.15 0.00 2238 0 259 949 1208 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 262 927 1189 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 255 903 1158 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 248 876 1124 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 0.85 1.00 0.0 11.75 134.15 0.00 2723 0 258 846 1104 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 232 811 1043 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 220 769 989 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 0.85 1.00 0.0 11.40 134.15 0.00 2601 0 214 716 930 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 184 643 827 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 0.85 1.00 0.0 1.42 13.41 0.00 276 0 21 58 79 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 0.85 1.00 0.0 6.15 81.12 0.00 1515 0 91 337 428 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 0.85 1.00 0.0 6.31 11.44 0.00 948 0 65 33 98 LoadCase 1.OD + 1.OW Service 240 Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 37715 0 15587 Serviceability - 60 mph Wind 240 deg Section Elev. q Ar Ar Ice A, a Cr Dr Dr Ti, A. EP& EPA i Wt. Ice Wt. Fri F, Force (R) (psf) (so (st) (so (in) (so (so (sf) (lb) (lb) (Ib) (Ib) (lb) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 1.00 1.00 0.0 1.32 0.00 0.00 121 0 36 0 36 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 1.00 1.00 0.0 4.19 0.00 0.00 414 0 120 0 120 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 1.00 1.00 0.0 10.13 3.51 0.00 1059 0 292 27 319 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 1.00 1.00 0.0 10.42 29.01 0.00 1521 0 292 228 520 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 72.49 0.00 2083 0 325 561 885 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 101.15 0.00 2231 0 319 763 1082 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 1.00 1.00 0.0 12.14 132.50 0.00 2387 0 314 976 1290 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 1.00 1.00 0.0 12.64 134.15 0.00 2605 0 317 969 1286 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 1.00 1.00 0.0 10.77 134.15 0.00 2238 0 274 949 1223 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 277 927 1204 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 269 903 1172 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 1.00 1.00 0.0 11.27 134.15 0.00 2449 0 261 876 1138 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 1.00 1.00 0.0 12.45 134.15 0.00 2723 0 273 846 1119 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 245 811 1055 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 232 769 1001 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 1.00 1.00 0.0 12.10 134.15 0.00 2601 0 227 716 943 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 1.00 1.00 0.0 11.41 134.15 0.00 2548 0 194 643 837 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 1.00 1,00 0.0 1.52 13.41 0.00 276 0 22 58 80 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 1.00 1.00 0.0 6.45 81.12 0.00 1515 0 96 337 432 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 1.00 1.00 0.0 7.01 11.44 0.00 948 0 72 33 105 Page 13 $ite Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL LoadCase 1.01D + 1.OW Service 300 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP L.L.C. All rights reserved. Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Section Forces 37715 Serviceability - 60 mph Wind 300 deg 15848 Section Elev. C)r Ar Ar Ice Ar a Cr Dr Dr T„ AQ EPA, EPA„ Wt. Ice Wt. Fsr F, Farce (ft) (psf) (so (sf) (so (in) (sf) (sf) (so (lb) (lb) (lb) (Ib) (Ib) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 0.80 1.00 0.0 1.18 0.00 0.00 121 0 32 0 32 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 0.80 1.00 0.0 3.79 0.00 0.00 414 0 109 0 109 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 0.80 1.00 0.0 9.19 3.51 0.00 1059 0 265 27 292 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 0.80 1.00 0.0 9.62 29.01 0.00 1521 0 270 228 498 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 72.49 0.00 2083 0 298 561 859 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 101.15 0.00 2231 0 293 763 1056 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 0.80 1.00 0.0 11.14 132.50 0.00 2387 0 288 976 1264 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 0.80 1.00 0.0 11.64 134.15 0.00 2605 0 292 969 1261 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 0.80 1.00 0.0 9.97 134.15 0.00 2238 0 254 949 1202 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 257 927 1184 10 150.0 10.80 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 250 903 1153 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 0.80 1.00 0.0 10.47 134.15 0.00 2449 0 243 876 1119 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 0.80 1.00 0.0 11.52 134.15 0.00 2723 0 253 846 1098 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 227 811 1038 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 216 769 985 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 0.80 1.00 0.0 11.17 134.15 0.00 2601 0 209 716 926 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 0.80 1.00 0.0 10.61 134.15 0.00 2548 0 180 643 824 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 0.80 1.00 0.0 1.38 13.41 0.00 276 0 20 58 78 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 0.80 1.00 0.0 6.05 81.12 0.00 1515 0 90 337 427 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 0.80 1.00 0.0 6.08 11.44 0.00 948 0 62 33 95 LoadCase 1.OD + 1.OW Service 330 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 0.00 37715 0 15500 Serviceability - 60 mph Wind 330 deg Section Elev. q Af Ar Ice A a Cr Dr Dr Ti. AQ EPA, EPA,, Wt. Ice Wt. F„ Fa Force (ft) (psf) (so (so (so (in) (sf) (so (so (Ib) (Ib) (lb) (lb) (Ib) 20 329.0 12.74 0.67 1.18 0.00 0.22 2.53 0.85 1.00 0.0 1.22 0.00 0.00 121 0 33 0 33 19 324.0 12.70 2.00 4.02 0.00 0.18 2.66 0.85 1.00 0.0 3.89 0.00 0.00 414 0 112 0 112 18 310.0 12.58 4.67 9.58 0.00 0.17 2.70 0.85 1.00 0.0 9.43 3.51 0.00 1059 0 272 27 299 17 290.0 12.41 4.00 11.24 0.00 0.18 2.66 0.85 1.00 0.0 9.82 29.01 0.00 1521 0 276 228 503 16 270.0 12.22 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 72.49 0.00 2083 0 305 561 865 15 250.0 12.02 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 101.15 0.00 2231 0 300 763 1062 14 230.0 11.81 5.00 12.41 0.00 0.21 2.57 0.85 1.00 0.0 11.39 132.50 0.00 2387 0 294 976 1270 13 210.0 11.59 5.00 13.24 0.00 0.22 2.54 0.85 1.00 0.0 11.89 134.15 0.00 2605 0 298 969 1267 12 190.0 11.35 4.00 11.82 0.00 0.19 2.64 0.85 1.00 0.0 10.17 134.15 0.00 2238 0 259 949 1208 11 170.0 11.09 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 262 927 1189 10 150.0 10.80 4.00 12.66 0.00 -0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 255 903 1158 9 130.0 10.48 4.00 12.66 0.00 0.20 2.61 0.85 1.00 0.0 10.67 134.15 0.00 2449 0 248 876 1124 8 110.0 10.12 4.67 13.49 0.00 0.21 2.55 0.85 1.00 0.0 11.75 134.15 0.00 2723 0 258 846 1104 7 90.00 9.70 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 232 811 1043 6 70.00 9.20 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 220 769 989 ' 5 50.00 8.57 4.67 12.91 0.00 0.21 2.57 0.85 1.00 0.0 11.40 134.15 0.00 2601 0 214 716 930 4 30.00 7.69 4.00 12.91 0.00 0.20 2.60 0.85 1.00 0.0 10.81 134.15 0.00 2548 0 184 643 827 3 19.00 6.99 0.67 1.45 0.00 0.25 2.44 0.85 1.00 0.0 1.42 13.41 0.00 276 0 21 58 79 2 12.00 6.66 2.00 7.77 0.00 0.19 2.62 0.85 1.00 0.0 6.15 81.12 0.00 1515 0 91 337 428 1 3.00 6.66 4.65 3.21 0.00 0.58 1.82 0.85 1.00 0.0 6.31 11.44 0.00 948 0 65 33 98 Page 14 Site Number: 2723 Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Section Forces 37715 15567 Page 15 Site Number: 2723 Code: ANSIffIA-222-G 02007-2017 by ATC IP U-C. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 1 Base Bot Elev (ft): 0.00 Height (ft): 6.000 Shear Bear Pu Len Bracing % Fy 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 - 3" SOLID-120.17 1.2D + 1.6W 90 3.08 100 100 100 49.3 50.0 266.33 0 0 0.00 0.00 45 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PL - PL 4 x 0.75" -14.02 1.213 + 1.6W 4.103 50 50 50 113.7 50.0 52.41 0 0 0.00 0.00 26 Member Y 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 HORIZ SAE - 4X4X0.375 31.84 1.2D + 1.6W 36 58 92.66 0 0 0.00 0.00 0.00 34 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 Section: 2 Section 1b Max Compression Member LEG SOL - 3" SOLID HORIZSAE - 2X2X0.1875 DIAG SOL - 5/8" SOLID Bot Elev (ft): 6.00 Height (ft): 12.000 Shear Bear Pu Len Bracing% Fy Phic Pn Num Num phiRnvphiRn Use (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls 125.73 1.2D + 1.6W 60 4.00 100 100 100 64.0 50.0 235.78 0 0 0.00 0.00 53 Member X -3.11 1.2D + 1.6W 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 18 Member Z -0.02 (1.2 + 0.2Sds) 5.657 100 100 100 435.1 50.0 0.37 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phitPnUse 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 1.24 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 5 Member DIAG SOL -5/8" SOLID 4.88 1.2D+1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 35 Member Section: 3 Section 1t Bot Elev (ft): 18.00 Height (ft): 2.000 Shear Bear Pu Len Bracing % Fy 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 - 3" SOLID -127.05 1.2D + 1.6W 60 1.75 100 100 100 28.0 50.0 300.38 0 0 0.00 0.00 42 Member X HORIZSAE - 2X2X0.1875 -1.19 1.2D + 1.6W 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 7 Member Z DIAG SOL - 5/8" SOLID -0.58 1.2D + 1.6W 60 4.366 100 100 100 335.9 50.0 0.61 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 HORIZ SAE - 2X2X0.1875 0.25 1.OD + 1.0W 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 5/8" SOLID 2.29 1.2D + 1.6W 50 65 13.81 0 0 0.00 0.00 0.00 16 Member Page 16 Site Number: 2723 Code: ANSIITIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserve8. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM. Customer: SPRINT NEXTEL Force/Stress Sum Section: 4 Section 2-5 Bot Elev (ft): 20.00 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 KVR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 3" SOLID -128.39 1.2D + 1.6W 60 3.90 100 100 100 62.4 50.0 239.29 0 0 0.00 0.00 53 Member X HORIZSAE - 2X2X0.1875 -1.48 1.2D + 1.6W 90 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 8 Member Z DIAG SOL - 5/8" SOLID -0.08 1.2D + 1.6W 60 5.587 100 100 100 429.7 50.0 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 HORIZ SAE - 2X2X0.1875 0.23 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 5/8" SOLID 2.65 1.2D + 1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 19 Member Section: 5 Section 2-5 Bot Elev (ft): 40.00 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 KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 3" SOLID -121.47 1.2D + 1.6W 60 3.90 100 100 100 62.4 50.0 239.29 0 0 0.00 0.00 50 Member X HORIZSAE - 2X2X0.1875 -5.27 1.2D + 1.6W 90 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 31 Member Z DIAG SOL - 5/8" SOLID -0.02 1.2D + 1.6W 60 5.587 100 100 100 429.7 50.0 0.38 0 0 0.00 0.00 Member X Shear Bear BIk 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 0.66 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 2 Member DIAG SOL - 5/8" SOLID 7.94 1.2D + 1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 57 Member Section: 6 Section 2-5 Bot Elev (ft): 60.00 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-3"SOLID -130.69 1.2D + 1.6W 60 3.90 100 100 100 62.4 50.0 239.29 0 0 0.00 0.00 54 Member HORIZSAE - 2X2X0.1875 -3.31 1.2D + 1.6W 90 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 19 Member Z DIAG SOL - 5/8" SOLID -0.03 1.2D + 1.6W 5.587 100 100 100 429.7 50.0 0.38 0 0 0.00 0.00 Member X Shear Bear BIk 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 0.26 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 5/8" SOLID 5.44 1.2D + 1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 39 Member Page 17 Site Number: 2723 Code: ANSIlrIA-222-G 02007-2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Force/Stress Summar Section: 7 Section 2-5 Bot Elev (ft): 80.00 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - Y SOLID -130.91 1.2D + 1.6W 60 3.90 100 100 100 62.4 50.0 239.29 0 0 0.00 0.00 54 Member X HORIZSAE - 2X2X0.1875 -3.84 1.2D + 1.6W 90 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 23 Member Z DIAG SOL - 5/8" SOLID -0.11 1.2D + 1.6W 5.587 100 100 100 429.7 50.0 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 HORIZ SAE - 2X2X0.1875 0.32 1.21) + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 1 Member DIAG SOL- 518" SOLID 6.13 1.2D + 1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 44 Member Section: 8 Section 6 Bot Elev (ft): 100.0 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 3" SOLID -111.09 1.2D + 1.6W 3.90 100 100 100 62.4 50.0 239.29 0 0 0.00 0.00 46 Member X HORIZSAE - 2X2X0.25 -6.42 1.2D + 1.6W 90 4.000 65 90 65 79.8 36.0 21.78 0 0 0.00 0.00 29 Member Z DIAG SOL - 3/4" SOLID -0.11 1.2D + 1.6W 5.587 100 100 100 357.5 50.0 0.78 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 HORIZ SAE - 2X2X0.25 0.90 1.2D + 1.6W 36 58 30.46 0 0 0.00 0.00 0.00 2 Member DIAG SOL- 3/4" SOLID 9.15 1.2D + 1.6W 90 50 65 19.88 0 0 0.00 0.00 0.00 46 Member Section: 9 Section 7-9 Bot Elev (ft): 120.0 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 3/4" SOLID -97.64 1.2D + 1.6W 60 3.90 100 100 100 68.1 50.0 190.47 0 0 0.00 0.00 51 Member X HORIZSAE - 2X2X0.25 -3.45 1.213 + 1.6W 90 4.000 65 90 65 79.8 36.0 21.78 0 0 0.00 0.00 15 Member Z DIAG SOL - 3/4" SOLID -0.10 1.2D + 1.6W 60 5.587 100 100 100 357.5 50.0 0.78 0 0 0.00 0.00 Member X Shear Bear Elk 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 - 2X2X0.25 0.35 1.2D + 1.6W 60 36 58 30.46 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 3/4" SOLID 5.60 1.2D + 1.6W 90 50 65 19.88 0 0 0.00 0.00 0.00 28 Member Page 18 Site Number: 2723 Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP L-C. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM, Customer: SPRINT NEXTEL Force/Stress Summar Section: 10 Section 7-9 Bot Elev (ft): 140.0 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 3/4" SOLID -103.10 1.2D + 1.6W 3.90 100 100 100 68.1 50.0 190.47 0 0 0.00 0.00 54 Member X HORIZSAE- 2X2X0.25 -4.11 1.2D+1.6W 4.000 65 90 65 79.8 36.0 21.78 0 0 0.00 0.00 18 Member DIAG SOL - 3/4" SOLID -0.08 1.2D + 1.6W 5.587 100 100 100 357.5 50.0 0.78 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 HORIZ SAE -2X2X0.25 0.36 1.2D+1.6W 36 58 30.46 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 3/4" SOLID 6.42 1.2D + 1.6W 90 50 65 19.88 0 0 0.00 0.00 0.00 32. Member Section: 11 Section 7-9 Bot Elev (ft): 160.0 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 3/4" SOLID -125.40 1.2D + 1.6W 3.90 100 100 100 68.1 50.0 190.47 0 0 0.00 0.00 65 Member X HORIZSAE - 2X2X0.25 -8.29 1.2D + 1.6W 90 4.000 65 90 65 79.8 36.0 21.78 0 0 0.00 0.00 38 Member Z DIAG SOL - 3/4" SOLID -0.24 1.2D + 1.6W 5.587 100 100 100 357.5 50.0 0.78 0 0 0.00 0.00 Member X 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 HORIZ SAE - 2X2X0.25 7.50 1.2D + 1.6W 60 36 58 30.46 0 0 0.00 0.00 0.00 24 Member DIAG SOL - 3/4" SOLID 9.20 1.2D + 1.6W 90 50 65 19.88 0 0 0.00 0.00 0.00 46 Member Section: 12 Section 10 Bot Elev (ft): 180.0 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -94.80 1.2D + 1.6W 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 64 Member X HORIZSAE - 2X2X0.25 -2.62 1.2D + 1.6W 4.000 65 90 65 79.8 36.0 21.78 0 0 0.00 0.00 12 Member Z DIAG SOL - 3/4" SOLID -0,09 1.2D + 1.6W 5.587 100 100 100 357.5 50.0 0.78 0 0 0.00 0.00 Member X 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 HORIZ SAE -2X2X0.25 0.38 1.2D+1.6W 36 58 30.46 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 3/4" SOLID 4.35 1.2D + 1.6W 90 50 65 19.88 0 0 0.00 0.00 0.00 21 Member Page 19 Site Number: 2723 Code: ANSIFFIA-222-G 02007-2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Force/Stress Summar Section: 13 Section 11 Bot Elev (ft): 200.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Py 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 3/4" SOLID -98.49 1.2D + 1.6W 3.90 100 100 100 68.1 50.0 190.47 0 0 0.00 0.00 51 Member X HORIZSAE - 2.5X2.5XO.25 -14.92 1.2D + 1.6W 90 4.000 65 90 65 63.5 36.0 31.17 0 0 0.00 0.00 47 Member Z DIAG SOL - 7/8" SOLID -0.03 1.2D + 1.6W 5.587 100 100 100 306.5 50.0 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 HORIZ SAE - 2.5X2.5XO.25 13.46 1.2D + 1.6W 60 36 58 38.56 0 0 0.00 0.00 0.00 34 Member DIAG SOL -7/8" SOLID 17.50 1.20 + 1.6W 90 50 65 27.06 0 0 0.00 0.00 0.00 64 Member Section: 14 Section 12-14 Bot Elev (ft): 220.0 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -86.91 1.2D + 1.6W 60 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 59 Member X HORIZSAE - 2.5X2.5XO.25 -9.96 1.2D + 1.6W 90 4.000 65 90 65 63.5 36.0 31.17 0 0 0.00 0.00 31 Member Z DIAG SOL - 7/8" SOLID -0.12 1.2D + 1.6W 5.587 100 100 100 306.5 50.0 1.45 0 0 0.00 0.00 Member X 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 HORIZ SAE - 2.5X2.5XO.25 1.99 1.0D + 1.OW 36 58 38.56 0 0 0.00 0.00 0.00 5 Member DIAG SOL -7/8" SOLID 15.08 1.2D + 1.6W 90 50 65 27.06 0 0 0.00 0.00 0.00 55 Member Section: 15 Section 12-14 Bot Elev (ft): 240.0 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -91.19 1.20 + 1.6W 60 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 62 Member X HORIZSAE-2.5X2.5XO.25 -1.751.213+1.6W 90 4.000 65 90 65 63.5 36.0 31.17 0 0 0.00 0.00 5MemberZ DIAG SOL -7/8" SOLID -0.11 1.2D + 1.6W 5.587 100 100 100 306.5 50.0 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 SOL- 2 1/2" SOLID 4.99 1.2D + 1.6W 50 65 220.95 0 0 0.00 0.00 2 Member HORIZ SAE - 2.5X2.5XO.25 1.66 (1.2 + 0.2Sds) ` 36 58 38.56 0 0 0.00 , 0.00 0.00 4 Member DIAG SOL -7/8"SOLID 3.11 1.2D+1.6W 90 50 65 27.06 0 0 0.00 0.00 0.00 11 Member Page 20 Site Number: 2723 Code: ANSIIT A-222-G ® 2007 - 2017 by ATC IP L-C. 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Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 16 Section 12-14 Bot Elev (ft): 260.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phi RnvphiRn 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 -88.08 1.213 + 1.6W 60 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 60 Member X HORIZSAE - 2.5X2.5X0.25 -13.44 1.213 + 1.6W 90 4.000 65 90 65 63.5 36.0 31.17 0 0 0.00 0.00 43 Member Z DIAG SOL - 7/8" SOLID -0.14 1.2D + 1.6W 5.587 100 100 100 306.5 50.0 1.45 0 0 0.00 0.00 Member X Shear Bear BIk 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 1/2" SOLID 20.30 1.2D + 1.6W 120 50 65 220.95 0 0 0.00 0.00 9 Member HORIZ SAE - 2.5X2.5X0.25 11.75 1.2D + 1.6W 60 36 58 38.56 0 0 0.00 0.00 0.00 30 Member DIAG SOL -7/8" SOLID 9.98 1.2D+1.6W 90 50 65 27.06 0 0 0.00 0.00 0.00 36 Member Section: 17 Section 15 Bot Elev (ft): 280.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phi RnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KVR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/2" SOLID -55.68 1.2D + 1.6W 60 3.90 100 100 100 74.9 50.0 146.64 0 0 0.00 0.00 37 Member X HORIZSAE - 2X2X0.1875 -2.74 1.213 + 1.6W 90 4.000 65 90 65 79.2 36.0 16.65 b 0 0.00 0.00 16 Member Z DIAG SOL - 5/8" SOLID -0.04 1.2D + 1.6W 5.587 100 100 100 429.7 50.0 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-21/2"SOLID 27.32 1.2D+1.6W 120 50 65 220.95 0 0 0.00 0.00 12 Member HORIZ SAE -2X2X0.1875 1.24 1.2D+1.6W 36 58 23.17 0 0 0.00 0.00 0.00 5Member DIAG SOL - 5/8" SOLID 4.32 1.2D + 1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 31 Member Section: 18 Section 16 Bot Elev (ft): 300.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphi Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2" SOLID -45.06 1.2D + 1.6W 60 3.90 100 100 100 93.6 50.0 74.50 0 0 0.00 0.00 60 Member X HORIZSAE - 2X2X0.1875 -4.25 1.2D + 1.6W 90 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 25 Member Z DIAG SOL - 518" SOLID -0.03 1.2D + 1.6W 5.587 100 100 100 429.7 50.0 0.38 0 0 0.00 0.00 Member X Shear Bear BIk 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 18.88 1.2D + 1.6W 120 50 65 141.37 0 0 0.00 0.00 13 Member HORIZ SAE - 2X2X0.1875 0.57 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 2 Member DIAG SOL - 5/8" SOLID 6.47 1.2D + 1.6W 90 50 65 13.81 0 0 0.00 0.00 0.00 46 Member Page 21 Site Number: 2723 Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. 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Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Force/Stress Summary Section: 19 Section 17b Bot Elev (ft): 320.0 Height (ft): 8.000 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 - 2" SOLID -1.77 1.2D + 1.6W 0.25 100 100 100 6.0 50.0 141.00 0 0 0.00 0.00 1 Member X HORIZSAE - 2X2XO.1875 -0.09 1.2D + 1.6W 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 0 Member Z DIAG SOL - 5/8" SOLID -0.35 1.2D + 1.6W 5.569 100 100 100 428.4 50.0 0.38 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phi Rnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL - 2" SOLID 0.56 1.2D + 1.6W 50 65 141.37 0 0 0.00 0.00 0 Member HORIZ SAE - 2X2X0.1875 0.00 1.20 + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 0 Member DIAG SOL - 5/8" SOLID 0.31 1.2D + 1.6W 50 65 13.81 0 0 0.00 0.00 0.00 2 Member Section: 20 Section 17t Bot Elev (ft): 328.0 Height (ft): 2.000 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" SOLID -0.11 1.2D + 1.6W 1.75 100 100 100 42.0 50.0 124.26 0 0 0.00 0.00 0 Member X HORIZSAE - 2X2X0.1875 -0.02 1.2D + 1.6W 4.000 65 90 65 79.2 36.0 16.65 0 0 0.00 0.00 0 Member Z DIAG SOL - 5/8" SOLID -0.08 1.2D + 1.6W 4.366 100 100 100 335.9 50.0 0.61 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRn phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL - 2" SOLID 0.00 1.21) + 1.6W 60 50 65 141.37 0 0 0.00 0.00 0 Member HORIZ SAE - 2X2Xo.1875 0.04 1.2D + 1.6W 36 58 23.17 0 0 0.00 0.00 0.00 0 Member DIAG SOL - 5/8" SOLID 0.01 1.2D + 1.6W 50 65 13.81 0 0 0.00 0.00 0.00 0 Member Maximum Reactions Summary Base Ancht Vertical (kip) 317.78 -147.23 Horizontal (kip) 3.40 181.89 Page 22 Site Number: 2723 Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Force/Stress Summary Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth ( ° ) Uplift (kip) Shear (kip) 231.00 0.00 0 147.23 181.89 231.00 0.00 240 147.22 181.89 231.00 0.00 120 147.22 181.89 Page 23 Site Number: 2723 Code: ANSIITIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_O1 10/6/2017 5:26:01 PM Customer: SPRINT NEXTEL Detailed Cable Forces Allow Applied Elevation Anchor Tower Tension Tension Use I narl ra=e (ft) Cable Node Node (kip) (kip) % 1.2D + 1.6W Normal 51.95 7/8 EHS Al 20 47.82 1.87 4 7/8 EHS Ala 20b 47.82 17.75 37 7/8 EHS Alb 20a 47.82 17.76 37 111.95 1 EHS Al 41 62.70 1.25 2 1 EHS Ala 4lb 62.70 24.24 39 1 EHS Alb 41a 62.70 24.26 39 168.05 3/4 EHS Al T3 34.98 0.74 2 3/4 EHS Al 173b 34.98 0.74 2 3/4 EHS Ala 1-3a 34.98 15.21 43 314 EHS Ala T3b 34.98 15.43 44 3/4 EHS Alb T3 34.98 15.44 44 3/4 EHS Alb T3a 34.98 15.15 43 215.85 7/8 EHS Al T4 47.82 1.78 4 7/8 EHS Al T4b 47.82 1.78 4 7/8 EHS Ala T4a 47.82 21.75 45 7/8 EHS Ala T4b 47.82 21.77 46 7/8 EHS Alb T4 47.82 21.77 46 718 EHS Alb T4a 47.82 21.79 46 268.05 1 EHS Al T5 62.70 3.40 5 1 EHS Al T5b 62.70 3.40 5 1 EHS Ala T5a 62.70 25.61 41 1 EHS Ala T5b 62.70 26.26 42 1 EHS Alb T5 62.70 26.25 42 1 EHS Alb T5a 62.70 25.61 41 315.85 1 EHS Al 112 62.70 5.38 9 1 EHS Ala 112b 62.70 24.55 39 1 EHS Alb 112a 62.70 24.55 39 1.21) + 1.6W 60 deg 51.95 7/8 EHS Al 20 47.82 6.07 13 7/8 EHS Ala 20b 47.82 22.03 46 718 EHS Alb 20a 47.82 6.06 13 111.95 1 EHS Al 41 62.70 7.35 12 1 EHS Ala 41b 62.70 30.61 49 1 EHS Alb 41a 62.70 7.38 12 168.05 314 EHS Al T3 34.98 5.81 17 3/4 EHS Al T3b 34.98 5.60 16 314 EHS Ala T3a 34.98 19.11 55 314 EHS Ala T3b 34.98 19.12 55 314 EHS Alb T3 34.98 5.79 17 314 EHS Alb T3a 34.98 5.59 16 215.85 7/8 EHS Al T4 47.82 7.68 16 7/8 EHS Al T4b 47.82 7.51 16 718 EHS Ala T4a 47.82 27.83 58 7/8 EHS Ala T4b 47.82 27.81 58 7/8 EHS Alb T4 47.82 7.68 16 718 EHS Alb T4a 47.82 7.50 16 268.05 1 EHS Al T5 62.70 10.27 16 1 EHS Al T5b 62.70 9.92 16 1 EHS Ala T5a 62.70 33.03 53 1 EHS Ala T5b 62.70 33.06 53 1 EHS Alb T5 62.70 10.25 16 1 EHS Alb T5a 62.70 9.93 16 315.85 1 EHS Al 112 62.70 12.04 19 Page 24 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL 1.2D + 1.6W 90 deg 1.2D + 1.6W 120 deg Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM 1 EHS Ala 112b 62.70 29.45 47 1 EHS Alb 112a 62.70 12.09 19 51.95 7/8 EHS Al 20 47.82 11.66 24 7/8 EHS Ala 20b 47.82 20.90 44 7/8 EHS Alb 20a 47.82 2.42 5 111.95 1 EHS Al 41 62.70 15.53 25 1 EHS Ala 41b 62.70 29.13 46 1 EHS Alb 41a 62.70 2.47 4 168.05 3/4 EHS Al T3 34.98 10.86 31 314 EHS Al T3b 34.98 10.53 30 3/4 EHS Ala 1-3a 34.98 18.26 52 3/4 EHS Ala 1-3b 34.98 18.29 52 3/4 EHS Alb T3 34.98 2.31 7 3/4 EHS Alb T3a 34.98 2.17 6 215.85 7/8 EHS Al T4 47.82 14.74 31 7/8 EHS Al 1-4b 47.82 14.59 31 7/8 EHS Ala 1-4a 47.82 26.41 55 7/8 EHS Ala T4b 47.82 26.52 55 7/8 EHS Alb T4 47.82 3.44 7 7/8 EHS Alb T4a 47.82 3.29 7 268.05 1 EHS Al T5 62.70 18.27 29 1 EHS Al 1-5b 62.70 17.44 28 1 EHS Ala T5a 62.70 31.42 50 1 EHS Ala T5b 62.70 31.34 50 1 EHS Alb T5 62.70 5.27 8 1 EHS Alb T5a 62.70 5.11 8 315.85 1 EHS Al 112 62.70 18.45 29 1 EHS Ala 112b 62.70 28.23 45 1 EHS Alb 112a 62.70 7.26 12 51.95 7/8 EHS Al 20 47.82 17.76 37 7/8 EHS Ala 20b 47.82 17.75 37 7/8 EHS Alb 20a 47.82 1.87 4 111.95 1 EHS Al 41 62.70 24.28 39 1 EHS Ala 41b 62.70 24.24 39 1 EHS Alb 41a 62.70 1.25 2 168.05 3/4 EHS Al T3 34.98 15.43 44 3/4 EHS Al T31) 34.98 15.19 43 3/4 EHS Ala T3a 34.98 15.45 44 3/4 EHS Ala T3b 34.98 15.19 43 3/4 EHS Alb T3 34.98 0.74 2 3/4 EHS Alb T3a 34.98 0.74 2 215.85 7/8 EHS Al T4 47.82 21.78 46 7/8 EHS Al T4b 47.82 21.75 45 7/8 EHS Ala T4a 47.82 21.78 46 7/8 EHS Ala T4b 47.82 21.81 46 7/8 EHS Alb T4 47.82 1.78 4 7/8 EHS Alb T4a 47.82 1.78 4 268.05 1 EHS Al T5 62.70 26.27 42 1 EHS Al T5b 62.70 25.61 41 1 EHS Ala T5a 62.70 26.27 42 1 EHS Ala T5b 62.70 25.61 41 1 EHS Alb T5 62.70 3.40 5 1 EHS Alb T5a 62.70 3.40 5 315.85 1 EHS Al 112 62.70 24.52 39 1 EHS Ala 112b 62.70 24.47 39 1 EHS Alb 112a 62.70 5.40 9 Page 25 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL 1.2D + 1.6W 180 deg 1.2D + 1.6W 210 deg 1.2D + 1.6W 240 deg Code: ANSIITIA-222-G ® 2007 - 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM 51.95 7/8 EHS Al 20 47.82 22.03 46 718 EHS Ala 20b 47.82 6.06 13 718 EHS Alb 20a 47.82 6.07 13 111.95 1 EHS Al 41 62.70 30.61 49 1 EHS Ala 41b 62.70 7.38 12 1 EHS Alb 41a 62.70 7.35 12 168.05 314 EHS Al T3 34.98 19.14 55 314 EHS Al T3b 34.98 19.08 55 314 EHS Ala 1-3a 34.98 5.78 17 3/4 EHS Ala T3b 34.98 5.59 16 3/4 EHS Alb T3 34.98 5.59 16 314 EHS Alb T3a 34.98 5.82 17 215.85 718 EHS Al T4 47.82 27.77 58 7/8 EHS Al T4b 47.82 27.83 58 7/8 EHS Ala 1-4a 47.82 7.69 16 7/8 EHS Ala TO 47.82 7.51 16 7/8 EHS Alb T4 47.82 7.51 16 7/8 EHS Alb T4a 47.82 7.67 16 268.05 1 EHS Al T5 62.70 33.03 53 1 EHS Al T5b 62.70 33.03 53 1 EHS Ala T5a 62.70 10.26 16 1 EHS Ala T5b 62.70 9.92 16 1 EHS Alb T5 62.70 9.92 16 1 EHS Alb 1-5a 62.70 10.26 16 315.85 1 EHS Al 112 62.70 29.53 47 1 EHS Ala 112b 62.70 12.05 19 1 EHS Alb 112a 62.70 12.05 19 51.95 718 EHS Al 20 47.82 20.90 44 718 EHS Ala 20b 47.82 2.42 5 718 EHS Alb 20a 47.82 11.66 24 111.95 1 EHS Al 41 62.70 29.13 46 1 EHS Ala 41b 62.70 2.47 4 1 EHS Alb 41a 62.70 15.53 25 168.05 3/4 EHS Al T3 34.98 18.29 52 3/4 EHS Al T3b 34.98 18.25 52 3/4 EHS Ala T3a 34.98 2.31 7 314 EHS Ala T31b 34.98 2.17 6 3/4 EHS Alb T3 34.98 10.53 30 314 EHS Alb T3a 34.98 10.86 31 215.85 718 EHS Al T4 47.82 26.49 55 718 EHS Al TO 47.82 26.39 55 7/8 EHS Ala T4a 47.82 3.44 7 7/8 EHS Ala T4b 47.82 3.29 7 7/8 EHS Alb T4 47.82 14.59 31 7/8 EHS Alb T4a 47.82 14.73 31 268.05 1 EHS Al T5 62.70 31.34 50 1 EHS Al T5b 62.70 31.40 50 1 EHS Ala T5a 62.70 5.27 8 1 EHS Ala T5b 62.70 5.11 8 1 EHS Alb T5 62.70 17.44 28 1 EHS Alb T5a 62.70 18.28 29 315.85 1 EHS Al 112 62.70 28.31 45 1 EHS Ala 112b 62.70 7.25 12 1 EHS Alb 112a 62.70 18.43 29 51.95 718 EHS Al 20 47.82 17.76 37 718 EHS Ala 20b 47.82 1.87 4 718 EHS Alb 20a 47.82 17.75 37 111.95 1 EHS Al 41 62.70 24.28 39 Page 26 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL 1.2D + 1.6W 300 deg 1.2D + 1.6W 330 deg Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:01 PM. 1 EHS Ala 41b 62.70 1.25 2 1 EHS Alb 41a 62.70 24.24 39 168.05 3/4 EHS Al T3 34.98 15.19 43 3/4 EHS Al T3b 34.98 15.43 44 3/4 EHS Ala T3a 34.98 0.74 2 3/4 EHS Ala T3b 34.98 0.74 2 3/4 EHS Alb T3 34.98 15.19 43 3/4 EHS Alb T3a 34.98 15.45 44 215.85 7/8 EHS Al T4 47.82 21.75 45 7/8 EHS Al TO 47.82 21.78 46 7/8 EHS Ala T4a 47.82 1.78 4 7/8 EHS Ala T4b 47.82 1.78 4 7/8 EHS Alb T4 47.82 21.81 46 7/8 EHS Alb T4a 47.82 21.78 46 268.05 1 EHS Al T5 62.70 25.61 41 1 EHS Al T5b 62.70 26.27 42 1 EHS Ala T5a 62.70 3.40 5 1 EHS Ala T5b 62.70 3.40 5 1 EHS Alb T5 62.70 25.61 41 1 EHS Alb T5a 62.70 26.27 42 315.85 1 EHS Al 112 62.70 24.52 39 1 EHS Ala 112b 62.70 5.40 9 1 EHS Alb 112a 62.70 24.47 39 51.95 7/8 EHS Al 20 47.82 6.07 13 7/8 EHS Ala 20b 47.82 6.06 13 7/8 EHS Alb 20a 47.82 22.03 46 111.95 1 EHS Al 41 62.70 7.35 12 1 EHS Ala 41b 62.70 7.38 12 1 EHS Alb 41a 62.70 30.61 49 168.05 3/4 EHS Al T3 34.98 5.60 16 3/4 EHS Al T3b 34.98 5.81 17 3/4 EHS Ala T3a 34.98 5.59 16 3/4 EHS Ala T3b 34.98 5.79 17 3/4 EHS Alb T3 34.98 19.12 55 3/4 EHS Alb T3a 34.98 19.11 55 215.85 718 EHS Al T4 47.82 7.51 16 718 EHS Al T4b 47.82 7.68 16 7I8 EHS Ala T4a 47.82 7.50 16 718 EHS Ala T4b 47.82 7.68 16 718 EHS Alb T4 47.82 27.81 58 7/8 EHS Alb T4a 47.82 27.83 58 268.05 1 EHS Al T5 62.70 9.92 16 1 EHS Al T5b 62.70 10.27 16 1 EHS Ala T5a 62.70 9.93 16 1 EHS Ala T5b 62.70 10.25 16 1 EHS Alb T5 62.70 33.06 53 1 EHS Alb T5a 62.70 33.03 53 315.85 1 EHS Al 112 62.70 12.04 19 1 EHS Ala 112b 62.70 12.09 19 1 EHS Alb 112a 62.70 29.45 47 51.95 7/8 EHS Al 20 47.82 2.42 5 718 EHS Ala 20b 47.82 11.66 24 7/8 EHS Alb 20a 47.82 20.90 44 111.95 1 EHS Al 41 62.70 2.47 4 1 EHS Ala 41b 62.70 15.53 25 ' 1 EHS Alb 41a 62.70 29.12 46 168.05 314 EHS Al T3 34.98 2.17 6 3/4 EHS Al T3b 34.98 2.31 7 ' Page 27 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds)' DL + E Normal Mt (1.2 + 0.2Sds) ' DL + E Normal M2 Code: ANSI/TIA-222-G C 2007 - 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 314 EHS Ala T3a 34.98 10.52 30 3/4 EHS Ala T310 34.98 10.85 31 3/4 EHS Alb T3 34.98 18.25 52 314 EHS Alb T3a 34.98 18.29 52 215.85 718 EHS Al T4 47.82 3.30 7 718 EHS Al T41J 47.82 3.45 7 7/8 EHS Ala T4a 47.82 14.58 30 7/8 EHS Ala T4b 47.82 14.72 31 718 EHS Alb T4 47.82 26.39 55 7/8 EHS Alb T4a 47.82 26.50 55 268.05 1 EHS Al T5 62.70 5.11 8 1 EHS Al T51J 62.70 5.27 8 1 EHS Ala T5a 62.70 17.44 28 1 EHS Ala T5b 62.70 18.26 29 1 EHS Alb T5 62.70 31.42 50 1 EHS Alb T5a 62.70 31.34 50 315.85 1 EHS Al 112 62.70 7.23 12 1 EHS Ala 112b 62.70 18.50 30 1 EHS Alb 112a 62.70 28.28 45 51.95 7/8 EHS Al 20 47.82 7.81 16 7/8 EHS Ala 20b 47.82 7.89 16 7/8 EHS Alb 20a 47.82 7.89 16 111.95 1 EHS Al 41 62.70 9.83 16 1 EHS Ala 41b 62.70 10.03 16 1 EHS Alb 41a 62.70 10.03 16 168.05 314 EHS Al T3 34.98 5.16 15 314 EHS Al T3b 34.98 5.16 15 314 EHS Ala T3a 34.98 5.28 15 3/4 EHS Ala T3b 34.98 5.28 15 3/4 EHS Alb T3 34.98 5.28 15 3/4 EHS Alb T3a 34.98 5.28 15 215.85 7/8 EHS Al T4 47.82 6.67 14 718 EHS At T4b 47.82 6.67 14 7/8 EHS Ala T4a 47.82 7.01 15 7/8 EHS Ala T4b 47.82 7.02 15 7/8 EHS Alb T4 47.82 7.02 15 7/8 EHS Alb T4a 47.82 7.01 15 268.05 1 EHS Al T5 62.70 8.85 14 1 EHS Al T5b 62.70 8.85 14 1 EHS Ala T5a 62.70 9.28 15 1 EHS Ala T5b 62.70 9.28 15 1 EHS Alb T5 62.70 9.28 15 1 EHS Alb T5a 62.70 9.28 15 315.85 1 EHS Al 112 62.70 8.98 14 1 EHS Ala 112b 62.70 9.36 15 1 EHS Alb 112a 62.70 9.36 15 51.95 7/8 EHS Al 20 47.82 7.85 16 7/8 EHS Ala 20b 47.82 7.86 16 7/8 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 9.92 16 1 EHS Ala 41b 62.70 9.99 16 1 EHS Alb 41a 62.70 9.99 16 168.05 314 EHS Al T3 34.98 5.20 15 314 EHS Al T3b 34.98 5.20 15 314 EHS Ala T3a 34.98 5.25 15 314 EHS Ala T3b 34.98 5.25 15 314 EHS Alb T3 34.98 5.25 15 314 EHS Alb T3a 34.98 5.25 15 Page 28 N N C V N d p + O Z Z y d O O N ,Z7 N r r 3 N AW + + z 0 m m 0 o Z a a m r o � 3 m rm- N -� ll� W W W PO W (T W O t0 <n w O W O W <n W O W Ut N UI (lt W 41 N W Ut (T N J V J V W W W W W W V J V` J\`^ m m m W A A A a » m m m 658 m m m m m m m m m m W m W W W m A A A c c A m m m m W m m m m m m m m m m m m W m m m m m m m m m m m m m x 2 2 m m m 2 2 2 2 2 x x x x m m m m m m m m m m m m 2 2 2 m m m 2 2 2 2 2 2 x x 2 m m m m m m m 0 x 2 2 2 2 2 2 2 2 2 N N N 2 x 2 000000 N N N x x 2 2 2 2 2 2 2 2 2 2 N N N 2 x x N N N N N N N N N 2 2 2 2 x x = O N N N N IN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N t2 a m d d m d J O Z C D>>> D D>> D D D D>>> > D D D> D D> D D D D>>>> D D>> D D> D D D D D D>> D D D D D D> D D D D Q N — -- N N a Cl N Q O' Cl — N -- — d N Q Q N d V Q d Q Q d d d a N 0i N O N N A O D D Z p' d 0' d Q d Q d Q d D' �� N d Q d Q d Q d Q d Q d Q d Q d Q �� N d Q d D• d V d Q N W D � N W W rii �O A A A A W W W W W W W W W A A A W W W W W W W W T A A A A A A W W W W W W W W W A A A W W W W W W W W W A A A a a A V J V J A A A A A A N N N J V V N N N N N N N N N J J J J J J A A A A A A N N N J J J N N N N N N N N N J V J J V V W W W W (O W fp W fp W V V V W W W J J J J J J J V J W W W W W W t0 W W [p W W J J V W W W V J J J J J V V V W W W W W W N N N N W W W W W W O O O N N N O O O O O O O O O N N N N N N W W W W W W O O O N N N O O O O O O O O O N N N N N N N _ _ O O J O O W W N N N j iN N W O in W W W W 6AA W O V VJ VN W iWAiN iD W t0 W b N j iN N fp tp tp to (p W J J p J Q lT Ut A P Uf N fn (T Ut Ut W W W W W W A Q 9 r W r N n O D V = N �p S rn F o N m � Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) ' DL + E 90 deg M1 (1.2 + 0.2Sds) ' DL + E 90 deg M2 Code: ANSI/TIA-222-G 0 2007 - 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 7/8 EHS Alb T4 47.82 6.84 14 718 EHS Alb 174a 47.82 6.85 14 268.05 1 EHS At T5 62.70 9.04 14 1 EHS Al T5b 62.70 9.05 14 1 EHS Ala 1-5a 62.70 9.32 15 1 EHS Ala T5b 62.70 9.32 15 1 EHS Alb T5 62.70 9.04 14 1 EHS Alb T5a 62.70 9.05 14 315.85 1 EHS Al 112 62.70 9.14 15 1 EHS Ala 112b 62.70 9.43 15 1 EHS Alb 112a 62.70 9.14 15 51.95 718 EHS Al 20 47.82 7.86 16 718 EHS Ala 20b 47.82 7.90 17 718 EHS Alb 20a 47.82 7.81 16 111.95 1 EHS Al 41 62.70 9.98 16 1 EHS Ala 41b 62.70 10.08 16 1 EHS Alb 41a 62.70 9.83 16 168.05 314 EHS Al T3 34.98 5.23 15 314 EHS Al T3b 34.98 5.23 15 314 EHS Ala T3a 34.98 5.32 15 3/4 EHS Ala T3b 34.98 5.32 15 3/4 EHS Alb T3 34.98 5.17 15 3/4 EHS Alb T3a 34.98 5.17 15 215.85 718 EHS Al T4 47.82 6.90 14 7/8 EHS Al 1-4b 47.82 6.90 14 718 EHS Ala T4a 47.82 7.10 15 718 EHS Ala T4b 47.82 7.10 15 7/8 EHS Alb T4 47.82 6.70 14 718 EHS Alb T4a 47.82 6.70 14 268.05 1 EHS Al T5 62.70 9.14 15 1 EHS Al T5b 62.70 9.14 15 1 EHS Ala T5a 62.70 9.40 15 1 EHS Ala T5b 62.70 9.40 15 1 EHS Alb T5 62.70 8.88 14 1 EHS Alb T5a 62.70 8.88 14 315.85 1 EHS Al 112 62.70 9.24 15 1 EHS Ala 112b 62.70 9.48 15 1 EHS Alb 112a 62.70 8.99 14 51.95 718 EHS Al 20 47.82 7.86 16 718 EHS Ala 20b 47.82 7.85 16 718 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 9.94 16 1 EHS Ala 41b 62.70 10.05 16 1 EHS Alb 41a 62.70 9.91 16 168.05 3/4 EHS Al T3 34.98 5.24 15 314 EHS At T3b 34.98 5.26 15 3M EHS Ala T3a 34.98 5.26 15 314 EHS Ala T3b 34.98 5.25 15 314 EHS Alb T3 34.98 5.22 15 314 EHS Alb T3a 34.98 5.21 15 215.85 718 EHS Al T4 47.82 6.90 14 718 EHS Al T41b 47.82 6.90 14 718 EHS Ala 1-4a 47.82 6.99 15 718 EHS Ala T4b 47.62 6.99 15 7/8 EHS Alb T4 47.62 6.80 14 7/8 EHS Alb T4a 47.82 6.81 14 268.05 1 EHS Al T5 62.70 9.13 15 1 EHS Al T5b 62.70 9.14 15 Page 30 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) ' DL + E 120 deg Ml (1.2 + 0.2Sds) ' DL + E 120 deg M2 Code: ANSIlTIA-222-G 0 2007 - 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 1 EHS Ala T5a 62.70 9.31 15 1 EHS Ala T5b 62.70 9.31 15 1 EHS Alb T5 62.70 8.96 14 1 EHS Alb 1-5a 62.70 8.97 14 315.85 1 EHS Al 112 62.70 9.23 15 1 EHS Ala 112b 62.70 9.44 15 1 EHS Alb 112a 62.70 9.03 14 51.95 7/8 EHS Al 20 47.82 7.89 16 7/8 EHS Ala 20b 47.82 7.89 16 7/8 EHS Alb 20a 47.82 7.81 16 111.95 1 EHS Al 41 62.70 10.03 16 1 EHS Ala 41b 62.70 10.03 16 1 EHS Alb 41a 62.70 9.83 16 168.05 3/4 EHS 'Al T3 34.98 5.28 15 3/4 EHS Al T3b 34.98 5.28 15 3/4 EHS Ala 1-3a 34.98 5.28 15 314 EHS Ala T3b 34.98 5.28 15 314 EHS Alb T3 34.98 5.16 15 3/4 EHS Alb T3a 34.98 5.16 15 215.85 7/8 EHS Al T4 47.82 7.02 15 7/8 EHS Al T4b 47.82 7.01 15 7/8 EHS Ala T4a 47.82 7.02 15 7/8 EHS Ala T4b 47.82 7.01 15 7/8 EHS Alb T4 47.82 6.67 14 7/8 EHS Alb 1-4a 47.82 6.67 14 268.05 1 EHS Al T5 62.70 9.28 15 1 EHS Al T5b 62.70 9.28 15 1 EHS Ala T5a 62.70 9.28 15 1 EHS Ala 1-5b 62.70 9.28 15 1 EHS Alb T5 62.70 8.85 14 1 EHS Alb T5a 62.70 8.85 14 315.85 1 EHS Al 112 62.70 9.36 15 1 EHS Ala 112b 62.70 9.36 15 1 EHS Alb 112a 62.70 8.98 14 51.95 7/8 EHS Al 20 47.82 7.86 16 7/8 EHS Ala 20b 47.82 7.86 16 718 EHS Alb 20a 47.82 7.85 16 111.95 1 EHS Al 41 62.70 9.99 16 1 EHS Ala 41b 62.70 9.99 16 1 EHS Alb 41a 62.70 9.91 16 168.05 3/4 EHS Al T3 34.98 5.25 15 314 EHS Al T3b 34.98 5.25 15 3/4 EHS Ala 1-3a 34.98 5.25 15 314 EHS Ala T3b 34.98 5.25 15 314 EHS Alb T3 34.98 5.21 15 3/4 EHS Alb 1-3a 34.98 5.21 15 215.85 7/8 EHS Al T4 47.82 6.95 15 7/8 EHS Al T4b 47.82 6.95 15 7/8 EHS Ala 1-4a 47.82 6.95 15 7/8 EHS Ala T4b 47.82 6.95 15 7/8 EHS Alb T4 47.82 6.80 14 7/8 EHS Alb 1-4a 47.82 6.80 14 268.05 1 EHS Al T5 62.70 9.23 15 1 EHS Al T5b 62.70 9.23 15 1 EHS Ala 1-5a. 62.70 9.23 15 ' 1 EHS Ala T5b 62.70 9.23 15 1 EHS Alb T5 62.70 8.95 14 1 EHS Alb 1-5a 62.70 8.95 14 ' Page 31 Site Number: 2723 Code: ANSIrFIA-222-G ® 2007 - 2017 by ATC IP LLC. 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Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM Customer: SPRINT NEXTEL 315.85 1 EHS Al 112 62.70 9.34 15 1 EHS Ala 112b 62.70 9.34 15 1 EHS Alb 112a 62.70 9.04 14 a (1.2 + 0.2Sds) ' DL + E 180 deg M1 51.95 7/8 EHS Al 20 47.82 7.90 17 7/8 EHS Ala 20b 47.82 7.84 16 7/8 EHS Alb 20a 47.82 7.84 16 111.95 1 EHS Al 41 62.70 10.10 16 1 EHS Ala 41b 62.70 9.90 16 1 EHS Alb 41a 62.70 9.90 16 168.05 3/4 EHS Al T3 34.98 5.32 15 3/4 EHS Al T3b 34.98 5.32 15 3/4 EHS Ala T3a 34.98 5.20 15 314 EHS Ala 1-3b 34.98 5.19 15 314 EHS Alb T3 34.98 5.19 15 3/4 EHS Alb 1-3a 34.98 5.20 15 215.85 7/8 EHS Al T4 47.82 7.13 15 7/8 EHS Al 1-4b 47.82 7.13 15 718 EHS Ala T4a 47.82 6.79 14 7/8 ENS Ala T4b 47.82 6.78 14 7/8 EHS Alb T4 47.82 6.78 14 , 7/8 EHS Alb T4a 47.82 6.79 14 268.05 1 EHS Al T5 62.70 9.42 15 1 EHS Al T5b 62.70 9.42 15 1 EHS Ala T5a 62.70 9.00 14 1 EHS Ala T5b 62.70 8.99 14 1 EHS Alb T5 62.70 8.99 14 1 EHS Alb T5a 62.70 9.00 14 315.85 1 EHS Al 112 62.70 9.49 15 1 EHS Ala 112b 62.70 9.11 15 1 EHS Alb 112a 62.70 9.11 15 (1.2 + 0.2Sds) ' DL + E 180 deg M2 51.95 718 EHS Al 20 47.82 7.86 16 7/8 EHS Ala 20b 47.82 7:86 16 7/8 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 10.01 16 1 EHS Ala 41b 62.70 9.94 16 1 EHS Alb 41a 62.70 9.94 16 168.05 314 EHS Al T3 34.98 5.27 15 3/4 EHS Al T3b 34.98 5.27 15 3/4 EHS Ala T3a 34.98 5.22 15 3/4 EHS Ala T3b 34.98 5.22 15 314 EHS Alb T3 34.98 5.22 15 3/4 EHS Alb T3a 34.98 5.22 15 215.85 718 EHS Al T4 47.82 7.01 15 7/8 EHS Al 1-4b 47.82 7.01 15 7/8 EHS Ala T4a 47.82 6.84 14 718 EHS Ala T4b 47.82 6.85 14 718 EHS Alb T4 47.82 6.85 14 718 EHS Alb T4a 47.82 6.84 14 268.05 1 EHS Al T5 62.70 9.32 15 1 EHS Al T5b 62.70 9.32 15 1 EHS Ala T5a 62.70 9.04 14 1 EHS Ala T5b 62.70 9.05 14 1 EHS Alb T5 62.70 9.05 14 1 EHS Alb T5a 62.70 9.04 14 315.85 1 EHS Al 112 62.70 9.45 15 1 EHS Ala 112b 62.70 9.13 15 1 EHS Alb 112a 62.70 9.13 15 Page 32 Site Number: 2723 Code: ANSI/7IA-222-G Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 Customer: SPRINT NEXTEL 0 2007 - 2017 by ATC IP L.L.C. All rights reserved. 10/6/2017 5:26:02 PM (1.2 + 0.2Sds) ' DL + E 210 deg Ml 51.95 7/8 EHS Al 20 47.82 7.90 17 7/8 EHS Ala 20b 47.82 7.81 16 7/8 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 10.08 16 1 EHS Ala 41b 62.70 9.83 16 1 EHS Alb 41a 62.70 9.98 16 168.05 3/4 EHS Al T3 34.98 5.32 15 3/4 EHS Al T31b 34.98 5.32 15 3/4 EHS Ala T3a 34.98 5.17 15 3/4 EHS Ala T3b 34.98 5.17 15 3/4 EHS Alb T3 34.98 5.23 15 314 EHS Alb T3a 34.98 5.23 15 215.85 7/8 EHS Al T4 47.82 7.10 15 7/8 EHS Al T4b 47.82 7.10 15 7/8 EHS Ala 1-4a 47.82 6.70 14 718 EHS Ala T4b 47.82 6.70 14 7/8 EHS Alb T4 47.82 6.90 14 7/8 EHS Alb T4a 47.82 6.90 14 268.05 1 EHS Al T5 62.70 9.40 15 1 EHS Al T5b 62.70 9.40 15 1 EHS Ala T5a 62.70 8.88 14 1 EHS Ala T5b 62.70 8.88 14 1 EHS Alb T5 62.70 9.14 15 1 EHS Alb T5a 62.70 9.14 15 315.85 1 EHS Al 112 62.70 9.48 15 1 EHS Ala 112b 62.70 8.99 14 1 EHS Alb 112a 62.70 9.24 15 (1.2 + 0.2Sds) ' DL + E 210 deg M2 51.95 718 EHS Al 20 47.82 7.86 16 7/8 EHS Ala 20b 47.82 7.86 16 7/8 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 10.02 16 1 EHS Ala 41b 62.70 9.91 16 1 EHS Alb 41a 62.70 9.96 16 168.05 314 EHS Al T3 34.98 5.27 15 3/4 EHS Al T3b 34.98 5.26 15 3/4 EHS Ala T3a 34.98 5.21 15 314 EHS Ala T3b 34.98 5.21 15 3/4 EHS Alb T3 34.98 5.24 15 3/4 EHS Alb 1-3a 34.98 5.24 15 215.85 718 EHS Al T4 47.82 6.99 15 7/8 EHS Al T4b 47.82 6.99 15 7/8 EHS Ala 1-4a 47.82 6.80 14 7/8 EHS Ala 1-4b 47.82 6.81 14 7/8 EHS Alb T4 47.82 6.90 14 7/8 EHS Alb 1-4a 47.82 6.89 14 268.05 1 EHS Al T5 62.70 9.31 15 1 EHS Al T5b 62.70 9.31 15 1 EHS Ala T5a 62.70 8.96 14 1 EHS Ala T5b 62.70 8.97 14 1 EHS Alb T5 62.70 9.14 15 1 EHS Alb T5a 62.70 9.13 15 315.85 1 EHS Al 112 62.70 9.44 15 1 EHS Ala 112b 62.70 9.03 14 1 EHS Alb 112a 62.70 9.24 15 (1.2 + 0.2Sds) ' DL + E 240 deg Mt 51.95 7/8 EHS Al 20 47.82 7.89 16 7/8 EHS Ala 20b 47.82 7.81 16 7/8 EHS Alb 20a 47.82 7.89 16 Page 33 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) ' DL + E 240 deg M2 (1.2 + 0.2Sds) ' DL + E 300 deg M1 Code: ANSI/7lA-222-G ®2007- 2017 by ATC IP LLC. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 111.95 1 EHS Al 41 62.70 10.03 16 1 EHS Ala 41b 62.70 9.83 16 1 EHS Alb 41a 62.70 10.03 16 168.05 314 EHS Al T3 34.98 5.28 15 3/4 EHS Al T3b 34.98 5.28 15 3/4 EHS Ala T3a 34.98 5.16 15 314 EHS Ala T3b 34.98 5.16 15 3/4 EHS Alb T3 34.98 5.28 15 314 EHS Alb T3a 34.98 5.28 15 215.85 7/8 EHS Al T4 47.82 7.01 15 7/8 EHS Al T41b 47.82 7.02 15 7/8 EHS Ala T4a 47.82 6.67 14 7/8 EHS Ala T4b 47.82 6.67 14 7/8 EHS Alb T4 47.82 7.01 15 7/8 EHS Alb T4a 47.82 7.02 15 268.05 1 EHS Al T5 62.70 9.28 15 1 EHS Al T5b 62.70 9.28 15 1 EHS Ala T5a 62.70 8.85 14 1 EHS Ala T5b 62.70 8.85 14 1 EHS Alb T5 62.70 9.28 15 1 EHS Alb T5a 62.70 9.28 15 315.85 1 EHS Al 112 62.70 9.36 15 1 EHS Ala 112b 62.70 8.98 14 1 EHS Alb 112a 62.70 9.36 15 51.95 7/8 EHS Al 20 47.82 7.86 16 718 EHS Ala 20b 47.82 7.85 16 7/8 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 9.99 16 1 EHS Ala 41b 62.70 9.91 16 1 EHS Alb 41a 62.70 9.99 16 168.05 314 EHS Al T3 34.98 5.25 15 314 EHS Al 1-3b 34.98 5.25 15 314 EHS Ala T3a 34.98 5.21 15 314 EHS Ala T3b 34.98 5.21 15 314 EHS Alb T3 34.98 5.25 15 314 EHS Alb T3a 34.98 5.25 15 215.85 718 EHS Al T4 47.82 6.95 15 7/8 EHS Al T4b 47.82 6.95 15 7/8 EHS Ala T4a 47.82 6.80 14 7/8 EHS Ala T4b 47.82 6.80 14 7/8 EHS Alb T4 47.82 6.95 15 7/8 EHS Alb 1-4a 47.82 6.95 15 268.05 1 EHS Al T5 62.70 9.23 15 1 EHS Al T5b 62.70 9.23 15 1 EHS Ala T5a 62.70 8.95 14 1 EHS Ala T5b 62.70 8.95 14 1 EHS Alb T5 62.70 9.23 15 1 EHS Alb T5a 62.70 9.23 15 315.85 1 EHS Al 112 62.70 9.34 15 1 EHS Ala 112b 62.70 9.04 14 1 EHS Alb 112a 62.70 9.34 15 51.95 718 EHS Al 20 47.82 7.84 16 718 EHS Ala 20b 47.82 7.84 16 718 EHS Alb 20a 47.82 7.90 17 111.95 1 EHS Al 41 62.70 9.90 16 1 EHS Ala 41b 62.70 9.90 16 1 EHS Alb 41a 62.70 10.10 16 168.05 314 EHS Al T3 34.98 5.19 15 Page 34 Site Number: Code: ANSI/TIA-222-G 02007-2017 by ATC IP L.I.C. 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Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) ' DL + E 300 deg M2 (1.2 + 0.2Sds) ` DL + E 330 deg M1 314 EHS Al T3b 34.98 5.20 15 3/4 EHS Ala 1-3a 34.98 5.19 15 3/4 EHS Ala T3b 34.98 5.20 15 3/4 EHS Alb T3 34.98 5.32 15 314 EHS Alb T3a 34.98 5.32 15 215.85 7/8 EHS Al T4 47.82 6.78 14 7/8 EHS Al T4b 47.82 6.79 14 7/8 EHS Ala T4a 47.82 6.78 14 7/8 EHS Ala TO 47.82 6.79 14 7/8 EHS Alb T4 47.82 7.13 15 7/8 EHS Alb T4a 47.82 7.13 15 268.05 1 EHS Al T5 62.70 8.99 14 1 EHS Al T5b 62.70 9.00 14 1 EHS Ala 1-5a 62.70 8.99 14 1 EHS Ala T5b 62.70 9.00 14 1 EHS Alb T5 62.70 9.42 15 1 EHS Alb 1-5a 62.70 9.42 15 315.85 1 EHS Al 112 62.70 9.11 15 1 EHS Ala 112b 62.70 9.11 15 1 EHS Alb 112a 62.70 9.49 15 51.95 7/8 EHS Al 20 47.82 7.86 16 7/8 EHS Ala 20b 47.82 7.86 16 7/8 EHS Alb 20a 47.82 7.86 16 111.95 1 EHS Al 41 62.70 9.94 16 1 EHS Ala 41b 62.70 9.94 16 1 EHS Alb 41a 62.70 10.01 16 168.05 314 EHS Al T3 34.98 5.22 15 3/4 EHS Al T3b 34.98 5.22 15 3/4 EHS Ala 1-3a 34.98 5.22 15 314 EHS Ala T3b 34.98 5.22 15 3/4 EHS Alb T3 34.98 5.27 15 3/4 EHS Alb 1-3a 34.98 5.27 15 215.85 7/8 EHS Al T4 47.82 6.85 14 718 EHS Al T4b 47.82 6.84 14 7/8 EHS Ala T4a 47.82 6.85 14 7/8 EHS Ala T4b 47.82 6.84 14 7/8 EHS Alb T4 47.82 7.01 15 7/8 EHS Alb T4a 47.82 7.01 15 268.05 1 EHS Al T5 62.70 9.05 14 1 EHS Al 1-5b 62.70 9.04 14 1 EHS Ala T5a 62.70 9.05 14 1 EHS Ala T5b 62.70 9.04 14 1 EHS Alb T5 62.70 9.32 15 1 EHS Alb T5a 62.70 9.32 15 315.85 1 EHS Al 112 62.70 9.14 15 1 EHS Ala 112b 62.70 9.14 15 1 EHS Alb 112a 62.70 9.43 15 51.95 718 EHS Al 20 47.82 7.81 16 7/8 EHS Ala 20b 47.82 7.86 16 7/8 EHS Alb 20a 47.82 7.90 17 111.95 1 EHS Al 41 62.70 9.83 16 1 EHS Ala 41b 62.70 9.98 16 1 EHS Alb 41a 62.70 10.08 16 168.05 314 EHS Al T3 34.98 5.17 15 314 EHS Al T3b 34.98 5.17 15 3/4 EHS Ala 1-3a 34.98 5.23 15 3/4 EHS Ala 1-3b 34.98 5.23 15 3/4 EHS Alb T3 34.98 5.32 15 Page 35 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL (1.2 + 0.2Sds) ' DL + E 330 deg M2 1.OD + 1.OW Service Normal Code: ANSI/TIA-222-G m 2007 - 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 314 EHS Alb T3a 34.98 5.32 15 215.85 718 EHS Al T4 47.82 6.70 14 7/8 EHS Al T4b 47.82 6.70 14 718 EHS Ala T4a 47.82 6.90 14 718 EHS Ala T4b 47.82 6.90 14 718 EHS Alb T4 47.82 7.10 15 7/8 EHS Alb T4a 47.82 7.10 15 268.05 1 EHS Al T5 62.70 8.88 14 1 EHS Al T5b 62.70 8.88 14 1 EHS Ala T5a 62.70 9.14 15 1 EHS Ala T5b 62.70 9.14 15 1 EHS Alb T5 62.70 9.40 15 1 EHS Alb T5a 62.70 9.40 15 315.85 1 EHS Al 112 62.70 8.99 14 1 EHS Ala 112b 62.70 9.24 15 1 EHS Alb 112a 62.70 9.48 15 51.95 718 EHS Al 20 47.82 7.86 16 7/8 EHS Ala 20b 47.82 7.86 16 718 EHS Alb 20a 47.82 7.85 16 111.95 1 EHS Al 41 62.70 9.91 16 1 EHS Ala 41b 62.70 9.94 16 1 EHS Alb 41a 62.70 10.05 16 168.05 314 EHS Al T3 34.98 5.21 15 3/4 EHS Al T3b 34.98 5.22 15 314 EHS Ala T3a 34.98 5.26 15 314 EHS Ala T3b 34.98 5.24 15 314 EHS Alb T3 34.98 5.26 15 314 EHS Alb T3a 34.98 5.25 15 215.85 718 EHS Al T4 47.82 6.81 14 718 EHS Al T4b 47.82 6.80 14 718 EHS Ala T4a 47.82 6.90 14 718 EHS Ala T4b 47.82 6.90 14 718 EHS Alb T4 47.82 6.99 15 7/8 EHS Alb T4a 47.82 6.99 15 268.05 1 EHS Al T5 62.70 8.97 14 1 EHS Al T5b 62.70 8.96 14 1 EHS Ala T5a 62.70 9.14 15 1 EHS Ala T5b 62.70 9.13 15 1 EHS Alb T5 62.70 9.31 15 1 EHS Alb T5a 62.70 9.31 15 315.85 1 EHS Al 112 62.70 9.03 14 1 EHS Ala 112b 62.70 9.23 15 1 EHS Alb 112a 62.70 9.44 15 51.95 718 EHS Al 20 47.82 6.25 13 718 EHS Ala 20b 47.82 8.87 19 718 EHS •Alb 20a 47.82 8.87 19 111.95 1 EHS Al 41 62.70 7.65 12 1 EHS Ala 41b 62.70 11.40 18 1 EHS Alb 41a 62.70 11.40 18 168.05 3/4 EHS Al T3 34.98 3.85 11 3/4 EHS Al T3b 34.98 3.85 11 314 EHS Ala T3a 34.98 6.17 18 314 EHS Ala T3b 34.98 6.24 18 3/4 EHS Alb T3 34.98 6.24 18 3/4 EHS Alb T3a 34.98 6.17 18 215.85 7/8 EHS Al T4 47.82 4.95 10 7/8 EHS Al T4b 47.82 4.95 10 7/8 ENS Ala T4a 47.82 8.19 17 Page 36 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL 1.01D + 1.OW Service 60 deg 1.OD + 1.OW Service 90 deg Code: ANSI(f IA-222-G 0 2007 - 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 7/8 EHS Ala T4b 47.82 8.25 17 718 EHS Alb T4 47.82 8.25 17 7/8 EHS Alb T4a 47.82 8.19 17 268.05 1 EHS Al T5 62.70 6.85 11 1 EHS Al 1-5b 62.70 6.85 11 1 EHS Ala 1-5a 62.70 10.58 17 1 EHS Ala T5b 62.70 10.72 17 1 EHS Alb T5 62.70 10.72 17 1 EHS Alb T5a 62.70 10.58 17 315.85 1 EHS Al 112 62.70 7.59 12 1 EHS Ala 112b 62.70 10.58 17 1 EHS Alb 112a 62.70 10.58 17 51.95 718 EHS Al 20 47.82 7.08 15 7/8 EHS Ala 20b 47.82 9.65 20 7/8 EHS Alb 20a 47.82 7.08 15 111.95 1 EHS Al 41 62.70 8.79 14 1 EHS Ala 41b 62.70 12.59 20 1 EHS Alb 41a 62.70 8.79 14 168.05 3/4 EHS Al T3 34.98 4.66 13 3/4 EHS Al 1-3b 34.98 4.58 13 3/4 EHS Ala 1-3a 34.98 6.90 20 3/4 EHS Ala T3b 34.98 6.90 20 3/4 EHS Alb T3 34.98 4.66 13 3/4 EHS Alb T3a 34.98 4.58 13 215.85 7/8 EHS Al T4 47.82 6.08 13 7/8 EHS Al T4b 47.82 6.00 13 7/8 EHS Ala 1-4a 47.82 9.28 19 7/8 EHS Ala T4b 47.82 9.28 19 7/8 EHS Alb T4 47.82 6.08 13 7/8 EHS Alb 1-4a 47.82 6.00 13 268.05 1 EHS Al T5 62.70 8.22 13 1 EHS Al T5b 62.70 8.04 13 1 EHS Ala 1-5a 62.70 11.91 19 1 EHS Ala 1-510 62.70 11.91 19 1 EHS Alb T5 62.70 8.22 13 1 EHS Alb 1-5a 62.70 8.04 13 315.85 1 EHS Al 112 62.70 8.64 14 1 EHS Ala 112b 62.70 11.47 18 1 EHS Alb 112a 62.70 8.65 14 51.95 7/8 EHS Al 20 47.82 7.97 17 7/8 EHS Ala 20b 47.82 9.44 20 718 EHS Alb 20a 47.82 6.46 14 111.95 1 EHS Al 41 62.70 10.05 16 1 EHS Ala 41b 62.70 12.29 20 1 EHS Alb 41a 62.70 7.95 13 168.05 3/4 EHS Al T3 34.98 5.46 16 3/4 EHS Al T3b 34.98 5.36 15 3/4 EHS Ala 1-3a 34.98 6.73 19 3/4 EHS Ala T3b 34.98 6.71 19 314 EHS Alb T3 34.98 4.06 12 314 EHS Alb 1-3a 34.98 4.04 12 215.85 718 EHS Al T4 47.82 7.16 15 7/8 EHS Al 1-4b 47.82 7.09 15 7/8 EHS Ala T4a 47.82 9.02 19 7/8 EHS Ala T4b 47.82 8.98 19 7/8 EHS Alb T4 47.82 5.26 11 7/8 EHS Alb 1-4a 47.82 5.21 11 268.05 1 EHS Al T5 62.70 9.48 15 Page 37 Site Number: 2723 Code: ANSI[TIA-222-G 02007- 2017 by ATC IP LLC. 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Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM Customer: SPRINT NEXTEL 1 EHS Al 1-5b 62.70 9.25 15 1 EHS Ala T5a 62.70 11.59 18 1 EHS Ala T5b 62.70 11.57 18 1 EHS Alb T5 62.70 7.22 12 1 EHS Alb T5a 62.70 7.16 11 315.85 1 EHS Al 112 62.70 9.60 15 1 EHS Ala 112b 62.70 11.25 18 1 EHS Alb 112a 62.70 7.89 13 1.OD + 1.OW Service 120 deg 51.95 718 EHS Al 20 47.82 8.87 19 7/8 EHS Ala 20b 47.82 8.87 19 7/8 EHS Alb 20a 47.82 6.25 13 111.95 1 EHS Al 41 62.70 11.40 18 1 EHS Ala 41b 62.70 11.40 18 1 EHS Alb 41a 62.70 7.65 12 168.05 314 EHS Al T3 34.98 6.24 18 314 EHS Al T3b 34.98 6.17 18 314 EHS Ala T3a 34.98 6.24 18 314 EHS Ala T3b 34.98 6.17 18 3/4 EHS Alb T3 34.98 3.85 11 3/4 EHS Alb 173a 34.98 3.85 11 215.65 718 EHS Al T4 47.82 8.25 17 7/8 EHS Al T4b 47.82 8.19 17 7/8 EHS Ala T4a 47.82 8.26 17 7/8 EHS Ala T4b 47.82 8.20 17 7/8 EHS Alb T4 47.82 4.95 10 718 EHS Alb 174a 47.82 4.95 10 268.05 1 EHS Al T5 62.70 10.72 17 1 EHS Al T5b 62.70 10.58 17 1 EHS Ala T5a 62.70 10.72 17 1 EHS Ala T5b 62.70 10.58 17 1 EHS Alb T5 62.70 6.84 11 1 EHS Alb T5a 62.70 6.84 11 315.85 1 EHS Al 112 62.70 10.58 17 1 EHS Ala 112b 62.70 10.57 17 1 EHS Alb 112a 62.70 7.60 12 1.OD + 1.OW Service 180 deg 51.95 718 EHS Al 20 47.82 9.65 20 718 EHS Ala 20b 47.82 7.08 15 718 EHS Alb 20a 47.82 7.08 15 111.95 1 EHS Al 41 62.70 12.59 20 1 EHS Ala 41b 62.70 8.79 14 1 EHS Alb 41a 62.70 8.79 14 168.05 314 EHS Al T3 34.98 6.90 20 314 EHS Al 1-3b 34.98 6.90 20 314 EHS Ala T3a 34.98 4.66 13 314 EHS Ala T3b 34.98 4.58 13 314 EHS Alb T3 34.98 4.58 13 314 EHS Alb T3a 34.98 4.66 13 215.85 7/8 EHS Al T4 47.82 9.28 19 7/8 EHS Al T4b 47.82 9.28 19 718 EHS Ala T4a 47.82 6.08 13 7/8 EHS Ala T4b 47.82 6.00 13 718 EHS Alb T4 47.82 6.00 13 7/8 EHS Alb T4a 47.82 6.08 13 268.05 1 EHS Al T5 62.70 11.91 19 • 1 EHS Al T5b 62.70 11.91 19 1 EHS Ala T5a 62.70 8.22 13 1 EHS Ala T51a 62.70 8.04 13 1 EHS Alb T5 62.70 8.04 13 Page 38 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL 1.OD + 1.OW Service 210 deg 1.0D + 1.OW Service 240 deg Code: ANSUNA-222-G 0 2007 - 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 1 EHS Alb T5a 62.70 8.22 13 315.85 1 EHS At 112 62.70 11.48 18 1 EHS Ala 112b 62.70 8.64 14 1 EHS Alb 112a 62.70 8.64 14 51.95 7/8 EHS Al 20 47.82 9.44 20 718 EHS Ala 20b 47.82 6.46 14 7/8 EHS Alb 20a 47.82 7.97 17 111.95 1 EHS Al 41 62.70 12.29 20 1 EHS Ala 41b 62.70 7.95 13 1 EHS Alb 41a 62.70 10.05 16 168.05 3/4 EHS At T3 34.98 6.71 19 3/4 EHS Al T3b 34.98 6.73 19 3/4 EHS Ala 173a 34.98 4.06 12 3/4 EHS Ala 1-3b 34.98 4.04 12 3/4 EHS Alb T3 34.98 5.36 15 314 EHS Alb 1-3a 34.98 5.46 16 215.85 7/8 EHS Al T4 47.82 8.98 19 7/8 EHS Al T4b 47.82 9.02 19 7/8 EHS Ala T4a 47.82 5.27 11 7/8 EHS Ala T4b 47.82 5.21 11 718 EHS Alb T4 47.82 7.09 15 718 EHS Alb T4a 47.82 7.16 15 268.05 1 EHS Al T5 62.70 11.57 18 1 EHS Al T5b 62.70 11.59 18 1 EHS Ala T5a 62.70 7.22 12 1 EHS Ala T5b 62.70 7.16 11 1 EHS Alb T5 62.70 9.25 15 1 EHS Alb T5a 62.70 9.48 15 315.85 1 EHS Al 112 62.70 11.27 18 1 EHS Ala 112b 62.70 7.89 13 1 EHS Alb 112a 62.70 9.59 15 51.95 718 EHS Al 20 47.82 8.87 19 7/8 EHS Ala 20b 47.82 6.25 13 7/8 EHS Alb 20a 47.82 8.87 19 111.95 1 EHS Al 41 62.70 11.40 18 1 EHS Ala 41b 62.70 7.65 12 1 EHS Alb 41a 62.70 11.40 18 168.05 314 EHS Al T3 34.98 6.17 18 3/4 EHS Al T3b 34.98 6.24 18 314 EHS Ala T3a 34.98 3.85 11 314 EHS Ala T3b 34.98 3.85 11 314 EHS Alb T3 34.98 6.17 18 314 EHS Alb T3a 34.98 6.24 18 215.85 7/8 EHS Al T4 47.82 8.19 17 7/8 EHS Al T4b 47.82 8.25 17 7/8 EHS Ala T4a 47.82 4.95 10 7/8 EHS Ala T4b 47.82 4.95 10 7/8 EHS Alb T4 47.82 8.20 17 7/8 EHS Alb T4a 47.82 8.26 17 268.05 1 EHS Al T5 62.70 10.58 17 1 EHS Al T5b 62.70 10.72 17 1 EHS Ala T5a 62.70 6.84 11 1 EHS Ala T5b 62.70 6.84 11 1 EHS Alb T5 62.70 10.58 17 1 EHS Alb T5a 62.70 10.72 17 315.85 1 EHS Al 112 62.70 10.58 17 1 EHS Ala 112b 62.70 7.60 12 1 EHS Alb 112a 62.70 10.57 17 ' Page 39 Site Number: 2723 Site Name: Rim Ditch, FL Customer: SPRINT NEXTEL l.OD + 1.OW Service 300 deg 1.O1D + 1.OW Service 330 deg Code: ANSIMA-222-13 ® 2007 - 2017 by ATC IP LLC. All rights reserved, Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM 51.95 718 EHS Al 20 47.82 7.08 15 7/8 EHS Ala 20b 47.82 7.08 15 718 EHS Alb 20a 47.82 9.65 20 111.95 1 EHS Al 41 62.70 8.79 14 1 EHS Ala 41b 62.70 8.79 14 1 EHS Alb 41a 62.70 12.59 20 168.05 314 EHS Al T3 34.98 4.58 13 3/4 EHS Al T3b 34.98 4.66 13 3/4 EHS Ala 1-3a 34.98 4.58 13 314 EHS Ala T3b 34.98 4.66 13 3/4 EHS Alb T3 34.98 6.90 20 314 EHS Alb T3a 34.98 6.90 20 215.85 7/8 EHS Al T4 47.82 6.00 13 7/8 EHS Al T4b 47.82 6.08 13 718 EHS Ala 1-4a 47.82 6.00 13 7/8 EHS Ala 1-4b 47.82 6.08 13 7/8 EHS Alb T4 47.82 9.28 19 718 EHS Alb 1-4a 47.82 9.28 19 268.05 1 EHS Al T5 62.70 8.04 13 1 EHS A7 T5b 62.70 8.22 13 1 EHS Ala 1-5a 62.70 8.04 13 1 EHS Ala 1-5b 62.70 8.22 13 1 EHS Alb T5 62.70 11.91 19 1 EHS Alb 1-5a 62.70 11.91 19 315.85 1 EHS Al 112 62.70 8.64 14 1 EHS Ala 112b 62.70 8.65 14 1 EHS Alb 112a 62.70 11.47 18 51.95 7/8 EHS Al 20 47.82 6.46 14 7/8 EHS Ala 20b 47.82 7.97 17 7/8 EHS Alb 20a 47.82 9.44 20 111.95 1 EHS Al 41 62.70 7.95 13 1 EHS Ala 41b 62.70 10.05 16 1 EHS Alb 41a 62.70 12.29 20 168.05 3/4 EHS Al T3 34.98 4.04 12 3/4 EHS Al T3b 34.98 4.06 12 3/4 EHS Ala T3a 34.98 5.36 15 3/4 EHS Ala T3b 34.98 5.46 16 3/4 EHS Alb T3 34.98 6.73 19 3/4 EHS Alb T3a 34.98 6.71 19 215.85 7/8 EHS Al T4 47.82 5.21 11 7/8 EHS Al T4b 47.82 5.27 11 7/8 EHS Ala T4a 47.82 7.09 15 7/8 EHS Ala 1-4b 47.82 7.16 15 7/8 EHS Alb T4 47.82 9.02 19 7/8 EHS Alb T4a 47.82 8.98 19 268.05 1 EHS Al T5 62.70 7.16 11 1 EHS Al T51J 62.70 7.22 12 1 EHS Ala 1-5a 62.70 9.25 15 1 EHS Ala T51J 62.70 9.48 15 1 EHS Alb T5 62.70 11.59 18 1 EHS Alb 1-5a 62.70 11.57 18 315.85 1 EHS Al 112 62.70 7.88 13 1 EHS Ala 112b 62.70 9.60 15 1 EHS Alb 112a 62.70 11.26 18 Page 40 Site Number: 2723 Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Rim Ditch, FL Engineering Number: OAA712653_C3_01 10/6/2017 5:26:02 PM Customer: SPRINT NEXTEL Maximum Cable Forces Summary Allow Applied Elevation Anchor Tower Tension Tension Use Lnad Case (ft) Cable Node Node (kip) (kip) % 1.21D + 1.6W 60 deg 51.95 7/8 EHS Ala 20b 47.82 22.03 46 1.21D+1.6W 60 deg 111.94 1EHS Ala 41b 62.70 30.61 49 1.21D + 1.6W 60 deg 168.05 3/4 EHS Ala T3a 34.98 19.11 55 1.2D + 1.6W 60 deg 215.85 7/8 EHS Ala T4a 47.82 27.83 58 1.21D + 1.6W 60 deg 268.04 1 EHS Ala T5a 62.70 33.03 53 1.21D + 1.6W 60 deg 315.85 1 EHS Ala 112b 62.70 29.45 47 Page 41