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STRUCTURAL ANALYSIS REPORT
A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :300 ft Guyed Tower ATC Site Name :Anderson Creek NC, NC ATC Site Number :21273 Engineering Number :OAA711661_C3_01 Proposed Carrier :Sprint Nextel Carrier Site Name :RA33XC274 Carrier Site Number :RA33XC274 Site Location :174 Brinkley Hill Cameron, NC 28326-7887 35.2468,-79.0204 County :Harnett Date :September 14, 2017 Max Usage :97% Result :Pass Prepared By: Christopher Jolly Structural Engineer III Reviewed By: COA: P-1177 Eng. Number OAA711661_C3_01 September 14, 2017 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 3 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number OAA711661_C3_01 September 14, 2017 Page 1 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 300 ft guyed tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings Rohn Drawing #B981876, dated June 12, 1998 Foundation Drawing HDR Project #8995-010-018, dated July 2, 1998 Geotechnical Report F&R Report #Z66-128E, dateed June 9, 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:95 mph (3-Second Gust) Basic Wind Speed w/ Ice:30 mph (3-Second Gust) w/ 3/4" radial ice concurrent Code:ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building Code Structure Class:II Exposure Category:B Topographic Category:1 Spectral Response:Ss = 0.21, S1 = 0.09 Site Class:D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Eng. Number OAA711661_C3_01 September 14, 2017 Page 2 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 298.0 -- (4) 0.78" 8 AWG 6 (1) 3/8" RET Control Cable 4 Andrew SBNHH-1D65C 1 Commscope SBNHH-1D45A 1 Andrew SBNHH-1D65A 6 Kathrein 742 213 3 Ericsson RRUS-32 (77 lbs) 3 Ericsson RRUS 12 3 Ericsson RRUS-11 800MHz 2 Raycap DC6-48-60-18-8F ("Squid") 295.0 295.0 6 RFS ATM192012-0 Sector Frames (12) 2 1/4" Coax (2) 0.39" Fiber Trunk AT&T Mobility 282.0 282.0 9 Decibel DB848H90E-XY Sector Frames (9) 1 5/8" Coax 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 3 Alcatel-Lucent 1900MHz 4X45 RRH260.0 260.0 3 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter Sector Frames -Sprint Nextel 240.0 --(1) 1 5/8" Fiber 3 CellMax CMA-BDHH/6521/E0-6 3 Ericsson KRY 112 71236.0 236.0 3 Ericsson KRY 112 489/2 Leg (12) 1 5/8" Coax T-Mobile 203.0 203.0 2 Raycap RRFDC-3315-PF-48 (2) 1 5/8" Fiber 3 Commscope LNX-6515DS-A1M (43.7 lb) 6 Andrew HBXX-6517DS-A2M (43 lbs) 3 Antel BXA-70080-8CF-EDIN-2 6 Ericsson RRUS-32 202.0 202.0 6 RFS FD9R6004/1C-3L Sector Frames (12) 1 5/8" Coax Verizon Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 260.0 260.0 3 Andrew DB980H90E-M -(6) 1 5/8" Coax Sprint Nextel Eng. Number OAA711661_C3_01 September 14, 2017 Page 3 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 RFS APXVSPP18-C-A20260.0 260.0 3 RFS APXVTM14-ALU-I20 Sector Frames (4) 1 1/4" Hybriflex Sprint Nextel 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax in the place of the existing Sprint Nextel coax. Structure Usages Structural Component Controlling Usage Pass/Fail Legs 97%Pass Diagonals 72%Pass Horizontals 93%Pass Guys 71%Pass Leg Bolts 27%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)246.3 332.5 248.4 75% Anchor 1 Uplift (kips)90.2 121.8 80.8 66% Anchor 1 Shear (kips)83.1 112.2 73.0 65% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft)Twist (°)Sway (Rotation) (°) RFS APXVSPP18-C-A20260.0 RFS APXVTM14-ALU-I20 Sprint Nextel 0.298 0.025 0.160 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com 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 A.T. Engineering Services, PLLC 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. A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Tower : Code : Client : Location :ANDERSON CREEK NC, NC SPRINT NEXTEL ANSI/TIA-222-G 21273 © 2007 - 2017 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:95 mph no ice 30 mph w/ 3/4" radial ice Site Class: D Ss: 0.21 S1: 0.09 60 mph Serviceability 1 CHN 36 ksi C12 x 20.7PX 50 ksi 4" DIA PIPE 2 - 4 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE 5 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE 6 - 8 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE 9 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE 10 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE 11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE 12 SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE 13 DAE 36 ksi 2X2X0.375SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE 14 - 15 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE 16 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE 17 DAS 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE 18 SAE 36 ksi 1.5X1.5X0.1875SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 295.00 Round Sector Frame3Mounting Frame 295.00 Andrew SBNHH-1D65C4Panel 295.00 Commscope SBNHH-1D45A1Panel 295.00 Andrew SBNHH-1D65A1Panel 295.00 Kathrein Scala 742 2136Panel 295.00 Ericsson RRUS-32 (77 lbs)3Panel 295.00 Ericsson RRUS 123Panel 295.00 Ericsson RRUS-11 800 MHz3Panel 295.00 Raycap DC6-48-60-18-8F ("Squid2Panel 295.00 RFS ATM192012-06Panel 282.00 Flat Light Sector Frame3Mounting Frame 282.00 Decibel DB848H90E-XY9Panel 276.00 Torque Arms1Other 260.00 Flat Light Sector Frame3Mounting Frame 260.00 RFS APXVSPP18-C-A203Panel 260.00 RFS APXVTM14-ALU-I203Panel 260.00 Alcatel-Lucent TD-RRH8x20-25 w3Panel 260.00 Alcatel-Lucent 1900 MHz 4X45 R3Panel 260.00 Alcatel-Lucent 800 MHz 2X50W R3Panel 236.00 CellMax CMA-BDHH/6521/E0-63Panel 236.00 Ericsson KRY 112 713Panel 236.00 Ericsson KRY 112 489/23Panel 219.00 Torque Arms1Other 203.00 Raycap RRFDC-3315-PF-482Panel 202.00 Flat Light Sector Frame3Mounting Frame 202.00 Commscope LNX-6515DS-A1M 3Panel 202.00 Andrew HBXX-6517DS-A2M (43 lbs6Panel 202.00 Antel BXA-70080-8CF-EDIN-23Panel 202.00 Ericsson RRUS-326Panel202.00 RFS FD9R6004/1C-3L6Panel Linear Appurtenance Elev (ft) From DescriptionToQty 5.00 298.00 3/8" RET Control Cab1 5.00 298.00 0.78" 8 AWG 64 5.00 295.00 2 1/4" Coax12 5.00 295.00 0.39" Fiber Trunk2 5.00 282.00 1 5/8" Coax9 5.00 260.00 1 1/4" Hybriflex4 5.00 240.00 1 5/8" Fiber1 5.00 236.00 1 5/8" Coax12 5.00 203.00 1 5/8" Fiber2 Job Information Tower : Code : Client : Location :ANDERSON CREEK NC, NC SPRINT NEXTEL ANSI/TIA-222-G 21273 © 2007 - 2017 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft 5.00 202.00 Waveguide1 5.00 202.00 1 5/8" Coax12 9/14/2017 6:37:01 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Analysis Parameters Height (ft): Bottom Face Width (ft):5.04 Top Face Width (ft):5.04 Shape:Triangle Tower Type:Guyed 300 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-G Tower Manufacturer:Rohn HARNETT County, NC Ice & Wind Parameters Structure Class: Exposure Category: Design Ice Thickness: II B 0.75 in Topographic Category:1 0.0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 95 mph 30 mph 60 mph Seismic Parameters (sec):8 D - Stiff SoilSite Class: S 0.206 Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods S 0.220 :d1S 0.149 :1S 0.093 p:1.3 1.13Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.053 :0.053TL a :S : ds : V :CS CS CS Load Cases 1.2D + 1.6W Normal 95 mph Normal to Face with No Ice 1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice 1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice 1.2D + 1.6W 120 deg 95 mph 120 degree with No Ice 1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice 1.2D + 1.6W 210 deg 95 mph 210 degree with No Ice 1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice 1.2D + 1.6W 300 deg 95 mph 300 degree with No Ice 1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.75 in Radial Ice (1.2 + 0.2Sds) * 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 Page 1 9/14/2017 6:37:01 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Analysis Parameters (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 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Tower Loading (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.6W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 295.0 Andrew SBNHH-1 41 5.9 0.80 0.53 0.04.6 11.9 7.1 0.0 26.44 90 59 295.0 Andrew SBNHH-4 66 11.4 0.80 0.77 0.08.0 11.9 7.1 0.0 26.44 1009 381 295.0 Commscope SBNHH-1 51 7.2 0.80 0.44 0.04.0 18.0 7.0 0.0 26.44 92 73 295.0 Ericsson RRUS 12 3 50 3.2 0.80 0.67 0.01.7 18.5 7.5 0.0 26.44 182 216 295.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 26.44 146 233 295.0 Ericsson RRUS-32 3 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 26.44 191 333 295.0 Kathrein Scala 742 6 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 26.44 594 190 295.0 Raycap DC6-48-60-2 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 26.44 74 92 295.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 26.44 83 95 295.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 26.44 874 1296 282.0 Decibel DB848H90E-9 28 8.4 0.80 0.75 0.08.0 8.0 6.5 0.0 26.10 1602 363 282.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 26.10 958 1728 276.0 Torque Arms 1 300 13.0 1.00 1.00 0.00.0 0.0 0.0 0.0 25.94 459 432 260.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 0.02.1 11.1 10.7 0.0 25.50 129 259 260.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 0.01.6 13.0 12.2 0.0 25.50 115 276 260.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 25.50 226 302 260.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 25.50 1048 1728 260.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 25.50 461 246 260.0 RFS APXVTM14-ALU-3 56 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 25.50 348 243 236.0 CellMax CMA-3 62 11.2 1.00 0.63 0.06.8 15.0 5.2 0.0 24.80 715 268 236.0 Ericsson KRY 112 3 15 0.6 1.00 0.50 0.00.9 6.1 3.9 0.0 24.80 33 67 236.0 Ericsson KRY 112 71 3 13 0.7 1.00 0.50 0.01.0 5.6 3.7 0.0 24.80 34 57 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 24.28 495 720 203.0 Raycap RRFDC-3315-2 32 2.8 0.80 1.00 0.02.4 11.7 10.3 0.0 23.76 145 92 202.0 Andrew HBXX-6 43 8.5 0.80 0.68 0.06.2 12.0 6.5 0.0 23.73 898 372 202.0 Antel BXA-70080-3 23 8.2 0.80 0.74 0.07.9 8.0 5.9 0.0 23.73 470 99 202.0 Commscope LNX-3 44 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 23.73 621 189 202.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 23.73 343 665 202.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 23.73 871 1728 202.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 23.73 29 27 Totals 102 8908 676.1 (ft) Orient.Ice EPAIce Wt Factor Elevation (ft) Description (lb)(sf) K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0Di + 1.0Wi M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 295.0 Andrew SBNHH-1 0.802127.0 0.53 0.04.6 11.9 7.1 0.0 2.64 7 265 295.0 Andrew SBNHH-4 0.8035013.2 0.77 0.08.0 11.9 7.1 0.0 2.64 73 1744 295.0 Commscope SBNHH-1 0.802458.5 0.44 0.04.0 18.0 7.0 0.0 2.64 7 306 295.0 Ericsson RRUS 12 3 0.801533.9 0.67 0.01.7 18.5 7.5 0.0 2.64 14 588 295.0 Ericsson RRUS-11 3 0.801513.2 0.67 0.01.4 17.8 9.2 0.0 2.64 12 582 295.0 Ericsson RRUS-32 3 0.802004.2 0.67 0.02.5 13.3 9.5 0.0 2.64 15 775 295.0 Kathrein Scala 742 6 0.801456.5 0.67 0.06.4 6.1 2.7 0.0 2.64 47 1079 295.0 Raycap DC6-48-60-2 0.801332.9 1.00 0.02.0 11.0 11.0 0.0 2.64 10 334 295.0 RFS ATM192012-0 6 0.80551.4 0.50 0.00.8 11.5 6.0 0.0 2.64 8 409 295.0 Round Sector Frame 3 0.7569432.1 0.75 0.00.0 0.0 0.0 0.0 2.64 121 2713 282.0 Decibel DB848H90E-9 0.8025410.1 0.75 0.08.0 8.0 6.5 0.0 2.60 120 2803 282.0 Flat Light Sector 3 0.7572234.0 0.67 0.00.0 0.0 0.0 0.0 2.60 114 2888 276.0 Torque Arms 1 1.0052222.6 1.00 0.00.0 0.0 0.0 0.0 2.59 50 698 260.0 Alcatel-Lucent 1900 3 0.801613.0 0.67 0.02.1 11.1 10.7 0.0 2.54 11 624 260.0 Alcatel-Lucent 800 3 0.801612.7 0.67 0.01.6 13.0 12.2 0.0 2.54 9 625 260.0 Alcatel-Lucent TD-3 0.801675.8 0.67 0.02.2 18.6 6.7 0.0 2.54 20 653 Page 3 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Tower Loading 260.0 Flat Light Sector 3 0.7571733.8 0.75 0.00.0 0.0 0.0 0.0 2.54 123 2871 260.0 RFS APXVSPP18-C-3 0.802699.4 0.69 0.06.0 11.8 7.0 0.0 2.54 34 1010 260.0 RFS APXVTM14-ALU-3 0.802277.5 0.66 0.04.7 12.6 6.3 0.0 2.54 26 857 236.0 CellMax CMA-3 1.0030912.8 0.63 0.06.8 15.0 5.2 0.0 2.47 51 1159 236.0 Ericsson KRY 112 3 1.00420.9 0.50 0.00.9 6.1 3.9 0.0 2.47 3 162 236.0 Ericsson KRY 112 71 3 1.00401.0 0.50 0.01.0 5.6 3.7 0.0 2.47 3 155 219.0 Torque Arms 1 1.0086225.9 1.00 0.00.0 0.0 0.0 0.0 2.42 53 1154 203.0 Raycap RRFDC-3315-2 0.801433.6 1.00 0.02.4 11.7 10.3 0.0 2.37 11 358 202.0 Andrew HBXX-6 0.802559.9 0.68 0.06.2 12.0 6.5 0.0 2.37 65 1895 202.0 Antel BXA-70080-3 0.802299.8 0.74 0.07.9 8.0 5.9 0.0 2.37 35 841 202.0 Commscope LNX-3 0.8031713.2 0.70 0.08.0 11.9 7.1 0.0 2.37 44 1174 202.0 Ericsson RRUS-32 6 0.801954.1 0.67 0.02.5 13.3 9.5 0.0 2.37 27 1515 202.0 Flat Light Sector 3 0.7571133.5 0.67 0.00.0 0.0 0.0 0.0 2.37 102 2849 202.0 RFS FD9R6004/1C-3L 6 0.80170.6 0.50 0.00.5 6.5 1.5 0.0 2.37 3 127 Totals 102 25894 988.1 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.0D + 1.0W Service M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 295.0 Andrew SBNHH-1 41 5.9 0.80 0.53 0.04.6 11.9 7.1 0.0 10.55 22 41 295.0 Andrew SBNHH-4 66 11.4 0.80 0.77 0.08.0 11.9 7.1 0.0 10.55 252 264 295.0 Commscope SBNHH-1 51 7.2 0.80 0.44 0.04.0 18.0 7.0 0.0 10.55 23 51 295.0 Ericsson RRUS 12 3 50 3.2 0.80 0.67 0.01.7 18.5 7.5 0.0 10.55 45 150 295.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 10.55 36 162 295.0 Ericsson RRUS-32 3 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 10.55 48 231 295.0 Kathrein Scala 742 6 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 10.55 148 132 295.0 Raycap DC6-48-60-2 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 10.55 18 64 295.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 10.55 21 66 295.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 10.55 218 900 282.0 Decibel DB848H90E-9 28 8.4 0.80 0.75 0.08.0 8.0 6.5 0.0 10.41 399 252 282.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 10.41 239 1200 276.0 Torque Arms 1 300 13.0 1.00 1.00 0.00.0 0.0 0.0 0.0 10.35 114 300 260.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 0.02.1 11.1 10.7 0.0 10.17 32 180 260.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 0.01.6 13.0 12.2 0.0 10.17 29 192 260.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 10.17 56 210 260.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 10.17 261 1200 260.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 10.17 115 171 260.0 RFS APXVTM14-ALU-3 56 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 10.17 87 169 236.0 CellMax CMA-3 62 11.2 1.00 0.63 0.06.8 15.0 5.2 0.0 9.89 178 186 236.0 Ericsson KRY 112 3 15 0.6 1.00 0.50 0.00.9 6.1 3.9 0.0 9.89 8 46 236.0 Ericsson KRY 112 71 3 13 0.7 1.00 0.50 0.01.0 5.6 3.7 0.0 9.89 9 40 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 9.68 123 500 203.0 Raycap RRFDC-3315-2 32 2.8 0.80 1.00 0.02.4 11.7 10.3 0.0 9.48 36 64 202.0 Andrew HBXX-6 43 8.5 0.80 0.68 0.06.2 12.0 6.5 0.0 9.46 224 258 202.0 Antel BXA-70080-3 23 8.2 0.80 0.74 0.07.9 8.0 5.9 0.0 9.46 117 69 202.0 Commscope LNX-3 44 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 9.46 155 131 202.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 9.46 86 462 202.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.46 217 1200 202.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 9.46 7 19 Totals 102 8908 676.1 Page 4 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Tower Loading Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 5.00 298.0 0.78" 8 AWG 6 4 0.78 0.59 Lin App Block50 0.00 0.00 1.00 0.00N 5.00 298.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 295.0 0.39" Fiber Trunk 2 0.39 0.06 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 295.0 2 1/4" Coax 12 2.38 1.22 3 Block50 0.00 0.00 1.00 0.00N 5.00 282.0 1 5/8" Coax 9 1.98 0.82 3 Block44 0.00 0.00 1.00 0.00N 5.00 260.0 1 1/4" Hybriflex 4 1.54 1.00 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 240.0 1 5/8" Fiber 1 1.63 1.61 1 Individual0 0.00 0.00 1.00 0.00N 5.00 236.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N 5.00 203.0 1 5/8" Fiber 2 1.63 1.61 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 202.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N 5.00 202.0 Waveguide 1 1.50 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N Page 5 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W Normal 95 mph Normal to Face with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 206113.740.01.001.002.700.170.009.588.28 013370.0023.06 1329 17 278.0 25.99 262 6224.080.01.001.002.490.230.001.922.97 04740.008.31 360 16 268.0 25.72 1036 212011.570.01.001.002.680.180.007.677.19 013070.0033.23 1084 15 250.0 25.22 1523 275013.130.01.001.002.720.160.009.587.68 016550.0051.80 1226 14 230.0 24.62 2030 322813.130.01.001.002.720.160.009.587.68 018820.0070.36 1197 13 216.0 24.18 845 14987.910.01.001.002.510.230.003.835.69 012400.0029.73 654 12 206.0 23.86 1336 21459.440.01.001.002.640.190.005.756.15 014000.0047.64 808 11 190.0 23.31 2820 395413.130.01.001.002.720.160.009.587.68 023870.00102.05 1134 10 170.0 22.58 2732 389914.280.01.001.002.660.180.0011.677.62 025730.00102.05 1167 9 150.0 21.79 2636 391216.640.01.001.002.590.200.0011.679.94 027960.00102.05 1276 8 130.0 20.92 2530 361114.280.01.001.002.660.180.0011.677.62 024420.00102.05 1081 7 110.0 19.94 2412 344314.280.01.001.002.660.180.0011.677.62 024420.00102.05 1031 6 90.00 18.83 2278 325114.280.01.001.002.660.180.0011.677.62 024420.00102.05 973 5 70.00 17.53 2120 314616.640.01.001.002.590.200.0011.679.94 027960.00102.05 1027 4 50.00 15.92 1926 274914.280.01.001.002.660.180.0011.677.62 024420.00102.05 823 3 30.00 13.76 1664 237514.280.01.001.002.660.180.0011.677.62 024420.00102.05 711 2 14.00 13.75 998 14248.570.01.001.002.660.180.007.004.57 014660.0061.23 426 1 4.00 13.75 152 59313.220.01.001.001.790.640.006.388.33 013770.0015.31 442 34901 0 46781 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 190112.090.01.000.802.700.170.009.588.28 013370.0023.06 1168 17 278.0 25.99 262 5703.490.01.000.802.490.230.001.922.97 04740.008.31 308 16 268.0 25.72 1036 198510.130.01.000.802.680.180.007.677.19 013070.0033.23 949 15 250.0 25.22 1523 260611.600.01.000.802.720.160.009.587.68 016550.0051.80 1083 14 230.0 24.62 2030 308811.600.01.000.802.720.160.009.587.68 018820.0070.36 1057 13 216.0 24.18 845 14046.770.01.000.802.510.230.003.835.69 012400.0029.73 560 12 206.0 23.86 1336 20398.210.01.000.802.640.190.005.756.15 014000.0047.64 703 11 190.0 23.31 2820 382111.600.01.000.802.720.160.009.587.68 023870.00102.05 1001 10 170.0 22.58 2732 377412.760.01.000.802.660.180.0011.677.62 025730.00102.05 1043 9 150.0 21.79 2636 375914.660.01.000.802.590.200.0011.679.94 027960.00102.05 1124 8 130.0 20.92 2530 349612.760.01.000.802.660.180.0011.677.62 024420.00102.05 966 7 110.0 19.94 2412 333312.760.01.000.802.660.180.0011.677.62 024420.00102.05 921 6 90.00 18.83 2278 314712.760.01.000.802.660.180.0011.677.62 024420.00102.05 870 5 70.00 17.53 2120 302414.660.01.000.802.590.200.0011.679.94 027960.00102.05 904 4 50.00 15.92 1926 266112.760.01.000.802.660.180.0011.677.62 024420.00102.05 735 3 30.00 13.76 1664 229912.760.01.000.802.660.180.0011.677.62 024420.00102.05 635 2 14.00 13.75 998 13787.650.01.000.802.660.180.007.004.57 014660.0061.23 381 1 4.00 13.75 152 53811.560.01.000.801.790.640.006.388.33 013770.0015.31 386 34901 0 44825 Page 6 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 194112.500.01.000.852.700.170.009.588.28 013370.0023.06 1208 17 278.0 25.99 262 5833.640.01.000.852.490.230.001.922.97 04740.008.31 321 16 268.0 25.72 1036 201910.490.01.000.852.680.180.007.677.19 013070.0033.23 983 15 250.0 25.22 1523 264211.980.01.000.852.720.160.009.587.68 016550.0051.80 1119 14 230.0 24.62 2030 312311.980.01.000.852.720.160.009.587.68 018820.0070.36 1092 13 216.0 24.18 845 14287.060.01.000.852.510.230.003.835.69 012400.0029.73 583 12 206.0 23.86 1336 20668.520.01.000.852.640.190.005.756.15 014000.0047.64 729 11 190.0 23.31 2820 385411.980.01.000.852.720.160.009.587.68 023870.00102.05 1034 10 170.0 22.58 2732 380613.140.01.000.852.660.180.0011.677.62 025730.00102.05 1074 9 150.0 21.79 2636 379815.150.01.000.852.590.200.0011.679.94 027960.00102.05 1162 8 130.0 20.92 2530 352513.140.01.000.852.660.180.0011.677.62 024420.00102.05 995 7 110.0 19.94 2412 336113.140.01.000.852.660.180.0011.677.62 024420.00102.05 948 6 90.00 18.83 2278 317313.140.01.000.852.660.180.0011.677.62 024420.00102.05 896 5 70.00 17.53 2120 305415.150.01.000.852.590.200.0011.679.94 027960.00102.05 935 4 50.00 15.92 1926 268313.140.01.000.852.660.180.0011.677.62 024420.00102.05 757 3 30.00 13.76 1664 231813.140.01.000.852.660.180.0011.677.62 024420.00102.05 654 2 14.00 13.75 998 13907.880.01.000.852.660.180.007.004.57 014660.0061.23 392 1 4.00 13.75 152 55211.970.01.000.851.790.640.006.388.33 013770.0015.31 400 34901 0 45314 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 120 deg 95 mph 120 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 206113.740.01.001.002.700.170.009.588.28 013370.0023.06 1329 17 278.0 25.99 262 6224.080.01.001.002.490.230.001.922.97 04740.008.31 360 16 268.0 25.72 1036 212011.570.01.001.002.680.180.007.677.19 013070.0033.23 1084 15 250.0 25.22 1523 275013.130.01.001.002.720.160.009.587.68 016550.0051.80 1226 14 230.0 24.62 2030 322813.130.01.001.002.720.160.009.587.68 018820.0070.36 1197 13 216.0 24.18 845 14987.910.01.001.002.510.230.003.835.69 012400.0029.73 654 12 206.0 23.86 1336 21459.440.01.001.002.640.190.005.756.15 014000.0047.64 808 11 190.0 23.31 2820 395413.130.01.001.002.720.160.009.587.68 023870.00102.05 1134 10 170.0 22.58 2732 389914.280.01.001.002.660.180.0011.677.62 025730.00102.05 1167 9 150.0 21.79 2636 391216.640.01.001.002.590.200.0011.679.94 027960.00102.05 1276 8 130.0 20.92 2530 361114.280.01.001.002.660.180.0011.677.62 024420.00102.05 1081 7 110.0 19.94 2412 344314.280.01.001.002.660.180.0011.677.62 024420.00102.05 1031 6 90.00 18.83 2278 325114.280.01.001.002.660.180.0011.677.62 024420.00102.05 973 5 70.00 17.53 2120 314616.640.01.001.002.590.200.0011.679.94 027960.00102.05 1027 4 50.00 15.92 1926 274914.280.01.001.002.660.180.0011.677.62 024420.00102.05 823 3 30.00 13.76 1664 237514.280.01.001.002.660.180.0011.677.62 024420.00102.05 711 2 14.00 13.75 998 14248.570.01.001.002.660.180.007.004.57 014660.0061.23 426 1 4.00 13.75 152 59313.220.01.001.001.790.640.006.388.33 013770.0015.31 442 34901 0 46781 Page 7 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 190112.090.01.000.802.700.170.009.588.28 013370.0023.06 1168 17 278.0 25.99 262 5703.490.01.000.802.490.230.001.922.97 04740.008.31 308 16 268.0 25.72 1036 198510.130.01.000.802.680.180.007.677.19 013070.0033.23 949 15 250.0 25.22 1523 260611.600.01.000.802.720.160.009.587.68 016550.0051.80 1083 14 230.0 24.62 2030 308811.600.01.000.802.720.160.009.587.68 018820.0070.36 1057 13 216.0 24.18 845 14046.770.01.000.802.510.230.003.835.69 012400.0029.73 560 12 206.0 23.86 1336 20398.210.01.000.802.640.190.005.756.15 014000.0047.64 703 11 190.0 23.31 2820 382111.600.01.000.802.720.160.009.587.68 023870.00102.05 1001 10 170.0 22.58 2732 377412.760.01.000.802.660.180.0011.677.62 025730.00102.05 1043 9 150.0 21.79 2636 375914.660.01.000.802.590.200.0011.679.94 027960.00102.05 1124 8 130.0 20.92 2530 349612.760.01.000.802.660.180.0011.677.62 024420.00102.05 966 7 110.0 19.94 2412 333312.760.01.000.802.660.180.0011.677.62 024420.00102.05 921 6 90.00 18.83 2278 314712.760.01.000.802.660.180.0011.677.62 024420.00102.05 870 5 70.00 17.53 2120 302414.660.01.000.802.590.200.0011.679.94 027960.00102.05 904 4 50.00 15.92 1926 266112.760.01.000.802.660.180.0011.677.62 024420.00102.05 735 3 30.00 13.76 1664 229912.760.01.000.802.660.180.0011.677.62 024420.00102.05 635 2 14.00 13.75 998 13787.650.01.000.802.660.180.007.004.57 014660.0061.23 381 1 4.00 13.75 152 53811.560.01.000.801.790.640.006.388.33 013770.0015.31 386 34901 0 44825 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 210 deg 95 mph 210 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 194112.500.01.000.852.700.170.009.588.28 013370.0023.06 1208 17 278.0 25.99 262 5833.640.01.000.852.490.230.001.922.97 04740.008.31 321 16 268.0 25.72 1036 201910.490.01.000.852.680.180.007.677.19 013070.0033.23 983 15 250.0 25.22 1523 264211.980.01.000.852.720.160.009.587.68 016550.0051.80 1119 14 230.0 24.62 2030 312311.980.01.000.852.720.160.009.587.68 018820.0070.36 1092 13 216.0 24.18 845 14287.060.01.000.852.510.230.003.835.69 012400.0029.73 583 12 206.0 23.86 1336 20668.520.01.000.852.640.190.005.756.15 014000.0047.64 729 11 190.0 23.31 2820 385411.980.01.000.852.720.160.009.587.68 023870.00102.05 1034 10 170.0 22.58 2732 380613.140.01.000.852.660.180.0011.677.62 025730.00102.05 1074 9 150.0 21.79 2636 379815.150.01.000.852.590.200.0011.679.94 027960.00102.05 1162 8 130.0 20.92 2530 352513.140.01.000.852.660.180.0011.677.62 024420.00102.05 995 7 110.0 19.94 2412 336113.140.01.000.852.660.180.0011.677.62 024420.00102.05 948 6 90.00 18.83 2278 317313.140.01.000.852.660.180.0011.677.62 024420.00102.05 896 5 70.00 17.53 2120 305415.150.01.000.852.590.200.0011.679.94 027960.00102.05 935 4 50.00 15.92 1926 268313.140.01.000.852.660.180.0011.677.62 024420.00102.05 757 3 30.00 13.76 1664 231813.140.01.000.852.660.180.0011.677.62 024420.00102.05 654 2 14.00 13.75 998 13907.880.01.000.852.660.180.007.004.57 014660.0061.23 392 1 4.00 13.75 152 55211.970.01.000.851.790.640.006.388.33 013770.0015.31 400 34901 0 45314 Page 8 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 206113.740.01.001.002.700.170.009.588.28 013370.0023.06 1329 17 278.0 25.99 262 6224.080.01.001.002.490.230.001.922.97 04740.008.31 360 16 268.0 25.72 1036 212011.570.01.001.002.680.180.007.677.19 013070.0033.23 1084 15 250.0 25.22 1523 275013.130.01.001.002.720.160.009.587.68 016550.0051.80 1226 14 230.0 24.62 2030 322813.130.01.001.002.720.160.009.587.68 018820.0070.36 1197 13 216.0 24.18 845 14987.910.01.001.002.510.230.003.835.69 012400.0029.73 654 12 206.0 23.86 1336 21459.440.01.001.002.640.190.005.756.15 014000.0047.64 808 11 190.0 23.31 2820 395413.130.01.001.002.720.160.009.587.68 023870.00102.05 1134 10 170.0 22.58 2732 389914.280.01.001.002.660.180.0011.677.62 025730.00102.05 1167 9 150.0 21.79 2636 391216.640.01.001.002.590.200.0011.679.94 027960.00102.05 1276 8 130.0 20.92 2530 361114.280.01.001.002.660.180.0011.677.62 024420.00102.05 1081 7 110.0 19.94 2412 344314.280.01.001.002.660.180.0011.677.62 024420.00102.05 1031 6 90.00 18.83 2278 325114.280.01.001.002.660.180.0011.677.62 024420.00102.05 973 5 70.00 17.53 2120 314616.640.01.001.002.590.200.0011.679.94 027960.00102.05 1027 4 50.00 15.92 1926 274914.280.01.001.002.660.180.0011.677.62 024420.00102.05 823 3 30.00 13.76 1664 237514.280.01.001.002.660.180.0011.677.62 024420.00102.05 711 2 14.00 13.75 998 14248.570.01.001.002.660.180.007.004.57 014660.0061.23 426 1 4.00 13.75 152 59313.220.01.001.001.790.640.006.388.33 013770.0015.31 442 34901 0 46781 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 300 deg 95 mph 300 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 190112.090.01.000.802.700.170.009.588.28 013370.0023.06 1168 17 278.0 25.99 262 5703.490.01.000.802.490.230.001.922.97 04740.008.31 308 16 268.0 25.72 1036 198510.130.01.000.802.680.180.007.677.19 013070.0033.23 949 15 250.0 25.22 1523 260611.600.01.000.802.720.160.009.587.68 016550.0051.80 1083 14 230.0 24.62 2030 308811.600.01.000.802.720.160.009.587.68 018820.0070.36 1057 13 216.0 24.18 845 14046.770.01.000.802.510.230.003.835.69 012400.0029.73 560 12 206.0 23.86 1336 20398.210.01.000.802.640.190.005.756.15 014000.0047.64 703 11 190.0 23.31 2820 382111.600.01.000.802.720.160.009.587.68 023870.00102.05 1001 10 170.0 22.58 2732 377412.760.01.000.802.660.180.0011.677.62 025730.00102.05 1043 9 150.0 21.79 2636 375914.660.01.000.802.590.200.0011.679.94 027960.00102.05 1124 8 130.0 20.92 2530 349612.760.01.000.802.660.180.0011.677.62 024420.00102.05 966 7 110.0 19.94 2412 333312.760.01.000.802.660.180.0011.677.62 024420.00102.05 921 6 90.00 18.83 2278 314712.760.01.000.802.660.180.0011.677.62 024420.00102.05 870 5 70.00 17.53 2120 302414.660.01.000.802.590.200.0011.679.94 027960.00102.05 904 4 50.00 15.92 1926 266112.760.01.000.802.660.180.0011.677.62 024420.00102.05 735 3 30.00 13.76 1664 229912.760.01.000.802.660.180.0011.677.62 024420.00102.05 635 2 14.00 13.75 998 13787.650.01.000.802.660.180.007.004.57 014660.0061.23 381 1 4.00 13.75 152 53811.560.01.000.801.790.640.006.388.33 013770.0015.31 386 34901 0 44825 Page 9 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 732 194112.500.01.000.852.700.170.009.588.28 013370.0023.06 1208 17 278.0 25.99 262 5833.640.01.000.852.490.230.001.922.97 04740.008.31 321 16 268.0 25.72 1036 201910.490.01.000.852.680.180.007.677.19 013070.0033.23 983 15 250.0 25.22 1523 264211.980.01.000.852.720.160.009.587.68 016550.0051.80 1119 14 230.0 24.62 2030 312311.980.01.000.852.720.160.009.587.68 018820.0070.36 1092 13 216.0 24.18 845 14287.060.01.000.852.510.230.003.835.69 012400.0029.73 583 12 206.0 23.86 1336 20668.520.01.000.852.640.190.005.756.15 014000.0047.64 729 11 190.0 23.31 2820 385411.980.01.000.852.720.160.009.587.68 023870.00102.05 1034 10 170.0 22.58 2732 380613.140.01.000.852.660.180.0011.677.62 025730.00102.05 1074 9 150.0 21.79 2636 379815.150.01.000.852.590.200.0011.679.94 027960.00102.05 1162 8 130.0 20.92 2530 352513.140.01.000.852.660.180.0011.677.62 024420.00102.05 995 7 110.0 19.94 2412 336113.140.01.000.852.660.180.0011.677.62 024420.00102.05 948 6 90.00 18.83 2278 317313.140.01.000.852.660.180.0011.677.62 024420.00102.05 896 5 70.00 17.53 2120 305415.150.01.000.852.590.200.0011.679.94 027960.00102.05 935 4 50.00 15.92 1926 268313.140.01.000.852.660.180.0011.677.62 024420.00102.05 757 3 30.00 13.76 1664 231813.140.01.000.852.660.180.0011.677.62 024420.00102.05 654 2 14.00 13.75 998 13907.880.01.000.852.660.180.007.004.57 014660.0061.23 392 1 4.00 13.75 152 55211.970.01.000.851.790.640.006.388.33 013770.0015.31 400 34901 0 45314 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 24437.161.91.001.001.950.4633.8343.418.28 3162449914.9133.93 162 17 278.0 2.59 21 6210.141.91.001.001.820.577.949.852.97 102815023.7112.02 41 16 268.0 2.56 107 23229.211.81.001.001.970.4525.6533.327.19 3093440014.8048.02 125 15 250.0 2.51 183 33134.741.81.001.001.990.4431.7941.377.68 4297595142.8670.17 148 14 230.0 2.46 228 37234.521.81.001.002.000.4431.5241.117.68 4907678948.5793.43 144 13 216.0 2.41 72 14619.651.81.001.001.830.5615.5619.395.69 2513375319.3139.38 74 12 206.0 2.38 142 23022.371.81.001.001.960.4618.7224.476.15 3261466030.6263.25 89 11 190.0 2.32 310 44534.041.81.001.002.000.4330.9340.517.68 5968835559.57137.79 135 10 170.0 2.25 293 42735.331.81.001.001.990.4430.5942.257.62 5964853758.91137.39 134 9 150.0 2.17 266 40539.021.71.001.001.940.4731.6743.349.94 6224902058.17136.95 140 8 130.0 2.09 271 39434.671.71.001.002.000.4429.7841.447.62 5762820557.35136.46 123 7 110.0 1.99 259 37534.271.71.001.002.000.4329.2840.957.62 5641808356.40135.89 116 6 90.00 1.88 244 35333.801.71.001.002.010.4328.7040.377.62 5498794155.28135.22 109 5 70.00 1.75 214 32237.071.61.001.001.970.4529.3541.019.94 5651844753.90134.39 108 4 50.00 1.59 206 29532.501.61.001.002.040.4127.0638.737.62 5106754952.12133.32 89 3 30.00 1.37 177 25331.451.51.001.002.060.4025.7137.387.62 4792723549.53131.77 75 2 14.00 1.37 104 14818.011.41.001.002.090.3914.3121.314.57 2620408627.5377.75 44 1 4.00 1.37 8 4818.821.21.001.001.820.815.3611.758.33 108224596.0718.95 40 111471 76570 5082 Page 10 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 23735.511.91.000.801.950.4633.8343.418.28 3162449914.9133.93 155 17 278.0 2.59 21 599.541.91.000.801.820.577.949.852.97 102815023.7112.02 38 16 268.0 2.56 107 22627.771.81.000.801.970.4525.6533.327.19 3093440014.8048.02 119 15 250.0 2.51 183 32533.201.81.000.801.990.4431.7941.377.68 4297595142.8670.17 141 14 230.0 2.46 228 36532.981.81.000.802.000.4431.5241.117.68 4907678948.5793.43 137 13 216.0 2.41 72 14218.511.81.000.801.830.5615.5619.395.69 2513375319.3139.38 70 12 206.0 2.38 142 22621.141.81.000.801.960.4618.7224.476.15 3261466030.6263.25 84 11 190.0 2.32 310 43932.501.81.000.802.000.4330.9340.517.68 5968835559.57137.79 129 10 170.0 2.25 293 42233.811.81.000.801.990.4430.5942.257.62 5964853758.91137.39 128 9 150.0 2.17 266 39837.031.71.000.801.940.4731.6743.349.94 6224902058.17136.95 132 8 130.0 2.09 271 38933.141.71.000.802.000.4429.7841.447.62 5762820557.35136.46 117 7 110.0 1.99 259 36932.751.71.000.802.000.4329.2840.957.62 5641808356.40135.89 111 6 90.00 1.88 244 34832.281.71.000.802.010.4328.7040.377.62 5498794155.28135.22 104 5 70.00 1.75 214 31635.081.61.000.801.970.4529.3541.019.94 5651844753.90134.39 102 4 50.00 1.59 206 29130.981.61.000.802.040.4127.0638.737.62 5106754952.12133.32 85 3 30.00 1.37 177 24929.931.51.000.802.060.4025.7137.387.62 4792723549.53131.77 72 2 14.00 1.37 104 14617.101.41.000.802.090.3914.3121.314.57 2620408627.5377.75 42 1 4.00 1.37 8 4417.151.21.000.801.820.815.3611.758.33 108224596.0718.95 36 111471 76570 4990 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 23835.921.91.000.851.950.4633.8343.418.28 3162449914.9133.93 157 17 278.0 2.59 21 609.691.91.000.851.820.577.949.852.97 102815023.7112.02 39 16 268.0 2.56 107 22728.131.81.000.851.970.4525.6533.327.19 3093440014.8048.02 121 15 250.0 2.51 183 32633.581.81.000.851.990.4431.7941.377.68 4297595142.8670.17 143 14 230.0 2.46 228 36733.371.81.000.852.000.4431.5241.117.68 4907678948.5793.43 139 13 216.0 2.41 72 14318.801.81.000.851.830.5615.5619.395.69 2513375319.3139.38 71 12 206.0 2.38 142 22721.451.81.000.851.960.4618.7224.476.15 3261466030.6263.25 85 11 190.0 2.32 310 44032.891.81.000.852.000.4330.9340.517.68 5968835559.57137.79 130 10 170.0 2.25 293 42334.191.81.000.851.990.4430.5942.257.62 5964853758.91137.39 130 9 150.0 2.17 266 40037.531.71.000.851.940.4731.6743.349.94 6224902058.17136.95 134 8 130.0 2.09 271 39033.531.71.000.852.000.4429.7841.447.62 5762820557.35136.46 119 7 110.0 1.99 259 37133.131.71.000.852.000.4329.2840.957.62 5641808356.40135.89 112 6 90.00 1.88 244 34932.661.71.000.852.010.4328.7040.377.62 5498794155.28135.22 105 5 70.00 1.75 214 31835.581.61.000.851.970.4529.3541.019.94 5651844753.90134.39 104 4 50.00 1.59 206 29231.361.61.000.852.040.4127.0638.737.62 5106754952.12133.32 86 3 30.00 1.37 177 25030.311.51.000.852.060.4025.7137.387.62 4792723549.53131.77 73 2 14.00 1.37 104 14617.331.41.000.852.090.3914.3121.314.57 2620408627.5377.75 42 1 4.00 1.37 8 4517.571.21.000.851.820.815.3611.758.33 108224596.0718.95 37 111471 76570 5013 Page 11 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 24437.161.91.001.001.950.4633.8343.418.28 3162449914.9133.93 162 17 278.0 2.59 21 6210.141.91.001.001.820.577.949.852.97 102815023.7112.02 41 16 268.0 2.56 107 23229.211.81.001.001.970.4525.6533.327.19 3093440014.8048.02 125 15 250.0 2.51 183 33134.741.81.001.001.990.4431.7941.377.68 4297595142.8670.17 148 14 230.0 2.46 228 37234.521.81.001.002.000.4431.5241.117.68 4907678948.5793.43 144 13 216.0 2.41 72 14619.651.81.001.001.830.5615.5619.395.69 2513375319.3139.38 74 12 206.0 2.38 142 23022.371.81.001.001.960.4618.7224.476.15 3261466030.6263.25 89 11 190.0 2.32 310 44534.041.81.001.002.000.4330.9340.517.68 5968835559.57137.79 135 10 170.0 2.25 293 42735.331.81.001.001.990.4430.5942.257.62 5964853758.91137.39 134 9 150.0 2.17 266 40539.021.71.001.001.940.4731.6743.349.94 6224902058.17136.95 140 8 130.0 2.09 271 39434.671.71.001.002.000.4429.7841.447.62 5762820557.35136.46 123 7 110.0 1.99 259 37534.271.71.001.002.000.4329.2840.957.62 5641808356.40135.89 116 6 90.00 1.88 244 35333.801.71.001.002.010.4328.7040.377.62 5498794155.28135.22 109 5 70.00 1.75 214 32237.071.61.001.001.970.4529.3541.019.94 5651844753.90134.39 108 4 50.00 1.59 206 29532.501.61.001.002.040.4127.0638.737.62 5106754952.12133.32 89 3 30.00 1.37 177 25331.451.51.001.002.060.4025.7137.387.62 4792723549.53131.77 75 2 14.00 1.37 104 14818.011.41.001.002.090.3914.3121.314.57 2620408627.5377.75 44 1 4.00 1.37 8 4818.821.21.001.001.820.815.3611.758.33 108224596.0718.95 40 111471 76570 5082 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 23735.511.91.000.801.950.4633.8343.418.28 3162449914.9133.93 155 17 278.0 2.59 21 599.541.91.000.801.820.577.949.852.97 102815023.7112.02 38 16 268.0 2.56 107 22627.771.81.000.801.970.4525.6533.327.19 3093440014.8048.02 119 15 250.0 2.51 183 32533.201.81.000.801.990.4431.7941.377.68 4297595142.8670.17 141 14 230.0 2.46 228 36532.981.81.000.802.000.4431.5241.117.68 4907678948.5793.43 137 13 216.0 2.41 72 14218.511.81.000.801.830.5615.5619.395.69 2513375319.3139.38 70 12 206.0 2.38 142 22621.141.81.000.801.960.4618.7224.476.15 3261466030.6263.25 84 11 190.0 2.32 310 43932.501.81.000.802.000.4330.9340.517.68 5968835559.57137.79 129 10 170.0 2.25 293 42233.811.81.000.801.990.4430.5942.257.62 5964853758.91137.39 128 9 150.0 2.17 266 39837.031.71.000.801.940.4731.6743.349.94 6224902058.17136.95 132 8 130.0 2.09 271 38933.141.71.000.802.000.4429.7841.447.62 5762820557.35136.46 117 7 110.0 1.99 259 36932.751.71.000.802.000.4329.2840.957.62 5641808356.40135.89 111 6 90.00 1.88 244 34832.281.71.000.802.010.4328.7040.377.62 5498794155.28135.22 104 5 70.00 1.75 214 31635.081.61.000.801.970.4529.3541.019.94 5651844753.90134.39 102 4 50.00 1.59 206 29130.981.61.000.802.040.4127.0638.737.62 5106754952.12133.32 85 3 30.00 1.37 177 24929.931.51.000.802.060.4025.7137.387.62 4792723549.53131.77 72 2 14.00 1.37 104 14617.101.41.000.802.090.3914.3121.314.57 2620408627.5377.75 42 1 4.00 1.37 8 4417.151.21.000.801.820.815.3611.758.33 108224596.0718.95 36 111471 76570 4990 Page 12 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 23835.921.91.000.851.950.4633.8343.418.28 3162449914.9133.93 157 17 278.0 2.59 21 609.691.91.000.851.820.577.949.852.97 102815023.7112.02 39 16 268.0 2.56 107 22728.131.81.000.851.970.4525.6533.327.19 3093440014.8048.02 121 15 250.0 2.51 183 32633.581.81.000.851.990.4431.7941.377.68 4297595142.8670.17 143 14 230.0 2.46 228 36733.371.81.000.852.000.4431.5241.117.68 4907678948.5793.43 139 13 216.0 2.41 72 14318.801.81.000.851.830.5615.5619.395.69 2513375319.3139.38 71 12 206.0 2.38 142 22721.451.81.000.851.960.4618.7224.476.15 3261466030.6263.25 85 11 190.0 2.32 310 44032.891.81.000.852.000.4330.9340.517.68 5968835559.57137.79 130 10 170.0 2.25 293 42334.191.81.000.851.990.4430.5942.257.62 5964853758.91137.39 130 9 150.0 2.17 266 40037.531.71.000.851.940.4731.6743.349.94 6224902058.17136.95 134 8 130.0 2.09 271 39033.531.71.000.852.000.4429.7841.447.62 5762820557.35136.46 119 7 110.0 1.99 259 37133.131.71.000.852.000.4329.2840.957.62 5641808356.40135.89 112 6 90.00 1.88 244 34932.661.71.000.852.010.4328.7040.377.62 5498794155.28135.22 105 5 70.00 1.75 214 31835.581.61.000.851.970.4529.3541.019.94 5651844753.90134.39 104 4 50.00 1.59 206 29231.361.61.000.852.040.4127.0638.737.62 5106754952.12133.32 86 3 30.00 1.37 177 25030.311.51.000.852.060.4025.7137.387.62 4792723549.53131.77 73 2 14.00 1.37 104 14617.331.41.000.852.090.3914.3121.314.57 2620408627.5377.75 42 1 4.00 1.37 8 4517.571.21.000.851.820.815.3611.758.33 108224596.0718.95 37 111471 76570 5013 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 24437.161.91.001.001.950.4633.8343.418.28 3162449914.9133.93 162 17 278.0 2.59 21 6210.141.91.001.001.820.577.949.852.97 102815023.7112.02 41 16 268.0 2.56 107 23229.211.81.001.001.970.4525.6533.327.19 3093440014.8048.02 125 15 250.0 2.51 183 33134.741.81.001.001.990.4431.7941.377.68 4297595142.8670.17 148 14 230.0 2.46 228 37234.521.81.001.002.000.4431.5241.117.68 4907678948.5793.43 144 13 216.0 2.41 72 14619.651.81.001.001.830.5615.5619.395.69 2513375319.3139.38 74 12 206.0 2.38 142 23022.371.81.001.001.960.4618.7224.476.15 3261466030.6263.25 89 11 190.0 2.32 310 44534.041.81.001.002.000.4330.9340.517.68 5968835559.57137.79 135 10 170.0 2.25 293 42735.331.81.001.001.990.4430.5942.257.62 5964853758.91137.39 134 9 150.0 2.17 266 40539.021.71.001.001.940.4731.6743.349.94 6224902058.17136.95 140 8 130.0 2.09 271 39434.671.71.001.002.000.4429.7841.447.62 5762820557.35136.46 123 7 110.0 1.99 259 37534.271.71.001.002.000.4329.2840.957.62 5641808356.40135.89 116 6 90.00 1.88 244 35333.801.71.001.002.010.4328.7040.377.62 5498794155.28135.22 109 5 70.00 1.75 214 32237.071.61.001.001.970.4529.3541.019.94 5651844753.90134.39 108 4 50.00 1.59 206 29532.501.61.001.002.040.4127.0638.737.62 5106754952.12133.32 89 3 30.00 1.37 177 25331.451.51.001.002.060.4025.7137.387.62 4792723549.53131.77 75 2 14.00 1.37 104 14818.011.41.001.002.090.3914.3121.314.57 2620408627.5377.75 44 1 4.00 1.37 8 4818.821.21.001.001.820.815.3611.758.33 108224596.0718.95 40 111471 76570 5082 Page 13 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 23735.511.91.000.801.950.4633.8343.418.28 3162449914.9133.93 155 17 278.0 2.59 21 599.541.91.000.801.820.577.949.852.97 102815023.7112.02 38 16 268.0 2.56 107 22627.771.81.000.801.970.4525.6533.327.19 3093440014.8048.02 119 15 250.0 2.51 183 32533.201.81.000.801.990.4431.7941.377.68 4297595142.8670.17 141 14 230.0 2.46 228 36532.981.81.000.802.000.4431.5241.117.68 4907678948.5793.43 137 13 216.0 2.41 72 14218.511.81.000.801.830.5615.5619.395.69 2513375319.3139.38 70 12 206.0 2.38 142 22621.141.81.000.801.960.4618.7224.476.15 3261466030.6263.25 84 11 190.0 2.32 310 43932.501.81.000.802.000.4330.9340.517.68 5968835559.57137.79 129 10 170.0 2.25 293 42233.811.81.000.801.990.4430.5942.257.62 5964853758.91137.39 128 9 150.0 2.17 266 39837.031.71.000.801.940.4731.6743.349.94 6224902058.17136.95 132 8 130.0 2.09 271 38933.141.71.000.802.000.4429.7841.447.62 5762820557.35136.46 117 7 110.0 1.99 259 36932.751.71.000.802.000.4329.2840.957.62 5641808356.40135.89 111 6 90.00 1.88 244 34832.281.71.000.802.010.4328.7040.377.62 5498794155.28135.22 104 5 70.00 1.75 214 31635.081.61.000.801.970.4529.3541.019.94 5651844753.90134.39 102 4 50.00 1.59 206 29130.981.61.000.802.040.4127.0638.737.62 5106754952.12133.32 85 3 30.00 1.37 177 24929.931.51.000.802.060.4025.7137.387.62 4792723549.53131.77 72 2 14.00 1.37 104 14617.101.41.000.802.090.3914.3121.314.57 2620408627.5377.75 42 1 4.00 1.37 8 4417.151.21.000.801.820.815.3611.758.33 108224596.0718.95 36 111471 76570 4990 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 82 23835.921.91.000.851.950.4633.8343.418.28 3162449914.9133.93 157 17 278.0 2.59 21 609.691.91.000.851.820.577.949.852.97 102815023.7112.02 39 16 268.0 2.56 107 22728.131.81.000.851.970.4525.6533.327.19 3093440014.8048.02 121 15 250.0 2.51 183 32633.581.81.000.851.990.4431.7941.377.68 4297595142.8670.17 143 14 230.0 2.46 228 36733.371.81.000.852.000.4431.5241.117.68 4907678948.5793.43 139 13 216.0 2.41 72 14318.801.81.000.851.830.5615.5619.395.69 2513375319.3139.38 71 12 206.0 2.38 142 22721.451.81.000.851.960.4618.7224.476.15 3261466030.6263.25 85 11 190.0 2.32 310 44032.891.81.000.852.000.4330.9340.517.68 5968835559.57137.79 130 10 170.0 2.25 293 42334.191.81.000.851.990.4430.5942.257.62 5964853758.91137.39 130 9 150.0 2.17 266 40037.531.71.000.851.940.4731.6743.349.94 6224902058.17136.95 134 8 130.0 2.09 271 39033.531.71.000.852.000.4429.7841.447.62 5762820557.35136.46 119 7 110.0 1.99 259 37133.131.71.000.852.000.4329.2840.957.62 5641808356.40135.89 112 6 90.00 1.88 244 34932.661.71.000.852.010.4328.7040.377.62 5498794155.28135.22 105 5 70.00 1.75 214 31835.581.61.000.851.970.4529.3541.019.94 5651844753.90134.39 104 4 50.00 1.59 206 29231.361.61.000.852.040.4127.0638.737.62 5106754952.12133.32 86 3 30.00 1.37 177 25030.311.51.000.852.060.4025.7137.387.62 4792723549.53131.77 73 2 14.00 1.37 104 14617.331.41.000.852.090.3914.3121.314.57 2620408627.5377.75 42 1 4.00 1.37 8 4517.571.21.000.851.820.815.3611.758.33 108224596.0718.95 37 111471 76570 5013 Page 14 9/14/2017 6:37:02 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 51413.740.01.001.002.700.170.009.588.28 011140.0023.06 331 17 278.0 10.37 65 1554.080.01.001.002.490.230.001.922.97 03950.008.31 90 16 268.0 10.26 258 52911.570.01.001.002.680.180.007.677.19 010890.0033.23 270 15 250.0 10.06 380 68613.130.01.001.002.720.160.009.587.68 013790.0051.80 306 14 230.0 9.82 506 80513.130.01.001.002.720.160.009.587.68 015690.0070.36 299 13 216.0 9.65 211 3747.910.01.001.002.510.230.003.835.69 010340.0029.73 163 12 206.0 9.52 333 5359.440.01.001.002.640.190.005.756.15 011660.0047.64 201 11 190.0 9.30 703 98613.130.01.001.002.720.160.009.587.68 019890.00102.05 283 10 170.0 9.01 681 97214.280.01.001.002.660.180.0011.677.62 021440.00102.05 291 9 150.0 8.69 657 97516.640.01.001.002.590.200.0011.679.94 023300.00102.05 318 8 130.0 8.34 631 90014.280.01.001.002.660.180.0011.677.62 020350.00102.05 270 7 110.0 7.96 601 85814.280.01.001.002.660.180.0011.677.62 020350.00102.05 257 6 90.00 7.51 568 81114.280.01.001.002.660.180.0011.677.62 020350.00102.05 243 5 70.00 6.99 528 78416.640.01.001.002.590.200.0011.679.94 023300.00102.05 256 4 50.00 6.35 480 68514.280.01.001.002.660.180.0011.677.62 020350.00102.05 205 3 30.00 5.49 415 59214.280.01.001.002.660.180.0011.677.62 020350.00102.05 177 2 14.00 5.48 249 3558.570.01.001.002.660.180.007.004.57 012210.0061.23 106 1 4.00 5.48 38 14813.220.01.001.001.790.640.006.388.33 011470.0015.31 110 29084 0 11663 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 47412.090.01.000.802.700.170.009.588.28 011140.0023.06 291 17 278.0 10.37 65 1423.490.01.000.802.490.230.001.922.97 03950.008.31 77 16 268.0 10.26 258 49510.130.01.000.802.680.180.007.677.19 010890.0033.23 237 15 250.0 10.06 380 65011.600.01.000.802.720.160.009.587.68 013790.0051.80 270 14 230.0 9.82 506 77011.600.01.000.802.720.160.009.587.68 015690.0070.36 264 13 216.0 9.65 211 3506.770.01.000.802.510.230.003.835.69 010340.0029.73 140 12 206.0 9.52 333 5088.210.01.000.802.640.190.005.756.15 011660.0047.64 175 11 190.0 9.30 703 95311.600.01.000.802.720.160.009.587.68 019890.00102.05 250 10 170.0 9.01 681 94112.760.01.000.802.660.180.0011.677.62 021440.00102.05 260 9 150.0 8.69 657 93714.660.01.000.802.590.200.0011.679.94 023300.00102.05 280 8 130.0 8.34 631 87212.760.01.000.802.660.180.0011.677.62 020350.00102.05 241 7 110.0 7.96 601 83112.760.01.000.802.660.180.0011.677.62 020350.00102.05 230 6 90.00 7.51 568 78512.760.01.000.802.660.180.0011.677.62 020350.00102.05 217 5 70.00 6.99 528 75414.660.01.000.802.590.200.0011.679.94 023300.00102.05 225 4 50.00 6.35 480 66312.760.01.000.802.660.180.0011.677.62 020350.00102.05 183 3 30.00 5.49 415 57312.760.01.000.802.660.180.0011.677.62 020350.00102.05 158 2 14.00 5.48 249 3447.650.01.000.802.660.180.007.004.57 012210.0061.23 95 1 4.00 5.48 38 13411.560.01.000.801.790.640.006.388.33 011470.0015.31 96 29084 0 11175 Page 15 9/14/2017 6:37:03 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 48412.500.01.000.852.700.170.009.588.28 011140.0023.06 301 17 278.0 10.37 65 1453.640.01.000.852.490.230.001.922.97 03950.008.31 80 16 268.0 10.26 258 50310.490.01.000.852.680.180.007.677.19 010890.0033.23 245 15 250.0 10.06 380 65911.980.01.000.852.720.160.009.587.68 013790.0051.80 279 14 230.0 9.82 506 77911.980.01.000.852.720.160.009.587.68 015690.0070.36 272 13 216.0 9.65 211 3567.060.01.000.852.510.230.003.835.69 010340.0029.73 145 12 206.0 9.52 333 5158.520.01.000.852.640.190.005.756.15 011660.0047.64 182 11 190.0 9.30 703 96111.980.01.000.852.720.160.009.587.68 019890.00102.05 258 10 170.0 9.01 681 94913.140.01.000.852.660.180.0011.677.62 021440.00102.05 268 9 150.0 8.69 657 94715.150.01.000.852.590.200.0011.679.94 023300.00102.05 290 8 130.0 8.34 631 87913.140.01.000.852.660.180.0011.677.62 020350.00102.05 248 7 110.0 7.96 601 83813.140.01.000.852.660.180.0011.677.62 020350.00102.05 236 6 90.00 7.51 568 79113.140.01.000.852.660.180.0011.677.62 020350.00102.05 223 5 70.00 6.99 528 76115.150.01.000.852.590.200.0011.679.94 023300.00102.05 233 4 50.00 6.35 480 66913.140.01.000.852.660.180.0011.677.62 020350.00102.05 189 3 30.00 5.49 415 57813.140.01.000.852.660.180.0011.677.62 020350.00102.05 163 2 14.00 5.48 249 3467.880.01.000.852.660.180.007.004.57 012210.0061.23 98 1 4.00 5.48 38 13811.970.01.000.851.790.640.006.388.33 011470.0015.31 100 29084 0 11297 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 51413.740.01.001.002.700.170.009.588.28 011140.0023.06 331 17 278.0 10.37 65 1554.080.01.001.002.490.230.001.922.97 03950.008.31 90 16 268.0 10.26 258 52911.570.01.001.002.680.180.007.677.19 010890.0033.23 270 15 250.0 10.06 380 68613.130.01.001.002.720.160.009.587.68 013790.0051.80 306 14 230.0 9.82 506 80513.130.01.001.002.720.160.009.587.68 015690.0070.36 299 13 216.0 9.65 211 3747.910.01.001.002.510.230.003.835.69 010340.0029.73 163 12 206.0 9.52 333 5359.440.01.001.002.640.190.005.756.15 011660.0047.64 201 11 190.0 9.30 703 98613.130.01.001.002.720.160.009.587.68 019890.00102.05 283 10 170.0 9.01 681 97214.280.01.001.002.660.180.0011.677.62 021440.00102.05 291 9 150.0 8.69 657 97516.640.01.001.002.590.200.0011.679.94 023300.00102.05 318 8 130.0 8.34 631 90014.280.01.001.002.660.180.0011.677.62 020350.00102.05 270 7 110.0 7.96 601 85814.280.01.001.002.660.180.0011.677.62 020350.00102.05 257 6 90.00 7.51 568 81114.280.01.001.002.660.180.0011.677.62 020350.00102.05 243 5 70.00 6.99 528 78416.640.01.001.002.590.200.0011.679.94 023300.00102.05 256 4 50.00 6.35 480 68514.280.01.001.002.660.180.0011.677.62 020350.00102.05 205 3 30.00 5.49 415 59214.280.01.001.002.660.180.0011.677.62 020350.00102.05 177 2 14.00 5.48 249 3558.570.01.001.002.660.180.007.004.57 012210.0061.23 106 1 4.00 5.48 38 14813.220.01.001.001.790.640.006.388.33 011470.0015.31 110 29084 0 11663 Page 16 9/14/2017 6:37:03 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 47412.090.01.000.802.700.170.009.588.28 011140.0023.06 291 17 278.0 10.37 65 1423.490.01.000.802.490.230.001.922.97 03950.008.31 77 16 268.0 10.26 258 49510.130.01.000.802.680.180.007.677.19 010890.0033.23 237 15 250.0 10.06 380 65011.600.01.000.802.720.160.009.587.68 013790.0051.80 270 14 230.0 9.82 506 77011.600.01.000.802.720.160.009.587.68 015690.0070.36 264 13 216.0 9.65 211 3506.770.01.000.802.510.230.003.835.69 010340.0029.73 140 12 206.0 9.52 333 5088.210.01.000.802.640.190.005.756.15 011660.0047.64 175 11 190.0 9.30 703 95311.600.01.000.802.720.160.009.587.68 019890.00102.05 250 10 170.0 9.01 681 94112.760.01.000.802.660.180.0011.677.62 021440.00102.05 260 9 150.0 8.69 657 93714.660.01.000.802.590.200.0011.679.94 023300.00102.05 280 8 130.0 8.34 631 87212.760.01.000.802.660.180.0011.677.62 020350.00102.05 241 7 110.0 7.96 601 83112.760.01.000.802.660.180.0011.677.62 020350.00102.05 230 6 90.00 7.51 568 78512.760.01.000.802.660.180.0011.677.62 020350.00102.05 217 5 70.00 6.99 528 75414.660.01.000.802.590.200.0011.679.94 023300.00102.05 225 4 50.00 6.35 480 66312.760.01.000.802.660.180.0011.677.62 020350.00102.05 183 3 30.00 5.49 415 57312.760.01.000.802.660.180.0011.677.62 020350.00102.05 158 2 14.00 5.48 249 3447.650.01.000.802.660.180.007.004.57 012210.0061.23 95 1 4.00 5.48 38 13411.560.01.000.801.790.640.006.388.33 011470.0015.31 96 29084 0 11175 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 48412.500.01.000.852.700.170.009.588.28 011140.0023.06 301 17 278.0 10.37 65 1453.640.01.000.852.490.230.001.922.97 03950.008.31 80 16 268.0 10.26 258 50310.490.01.000.852.680.180.007.677.19 010890.0033.23 245 15 250.0 10.06 380 65911.980.01.000.852.720.160.009.587.68 013790.0051.80 279 14 230.0 9.82 506 77911.980.01.000.852.720.160.009.587.68 015690.0070.36 272 13 216.0 9.65 211 3567.060.01.000.852.510.230.003.835.69 010340.0029.73 145 12 206.0 9.52 333 5158.520.01.000.852.640.190.005.756.15 011660.0047.64 182 11 190.0 9.30 703 96111.980.01.000.852.720.160.009.587.68 019890.00102.05 258 10 170.0 9.01 681 94913.140.01.000.852.660.180.0011.677.62 021440.00102.05 268 9 150.0 8.69 657 94715.150.01.000.852.590.200.0011.679.94 023300.00102.05 290 8 130.0 8.34 631 87913.140.01.000.852.660.180.0011.677.62 020350.00102.05 248 7 110.0 7.96 601 83813.140.01.000.852.660.180.0011.677.62 020350.00102.05 236 6 90.00 7.51 568 79113.140.01.000.852.660.180.0011.677.62 020350.00102.05 223 5 70.00 6.99 528 76115.150.01.000.852.590.200.0011.679.94 023300.00102.05 233 4 50.00 6.35 480 66913.140.01.000.852.660.180.0011.677.62 020350.00102.05 189 3 30.00 5.49 415 57813.140.01.000.852.660.180.0011.677.62 020350.00102.05 163 2 14.00 5.48 249 3467.880.01.000.852.660.180.007.004.57 012210.0061.23 98 1 4.00 5.48 38 13811.970.01.000.851.790.640.006.388.33 011470.0015.31 100 29084 0 11297 Page 17 9/14/2017 6:37:03 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 51413.740.01.001.002.700.170.009.588.28 011140.0023.06 331 17 278.0 10.37 65 1554.080.01.001.002.490.230.001.922.97 03950.008.31 90 16 268.0 10.26 258 52911.570.01.001.002.680.180.007.677.19 010890.0033.23 270 15 250.0 10.06 380 68613.130.01.001.002.720.160.009.587.68 013790.0051.80 306 14 230.0 9.82 506 80513.130.01.001.002.720.160.009.587.68 015690.0070.36 299 13 216.0 9.65 211 3747.910.01.001.002.510.230.003.835.69 010340.0029.73 163 12 206.0 9.52 333 5359.440.01.001.002.640.190.005.756.15 011660.0047.64 201 11 190.0 9.30 703 98613.130.01.001.002.720.160.009.587.68 019890.00102.05 283 10 170.0 9.01 681 97214.280.01.001.002.660.180.0011.677.62 021440.00102.05 291 9 150.0 8.69 657 97516.640.01.001.002.590.200.0011.679.94 023300.00102.05 318 8 130.0 8.34 631 90014.280.01.001.002.660.180.0011.677.62 020350.00102.05 270 7 110.0 7.96 601 85814.280.01.001.002.660.180.0011.677.62 020350.00102.05 257 6 90.00 7.51 568 81114.280.01.001.002.660.180.0011.677.62 020350.00102.05 243 5 70.00 6.99 528 78416.640.01.001.002.590.200.0011.679.94 023300.00102.05 256 4 50.00 6.35 480 68514.280.01.001.002.660.180.0011.677.62 020350.00102.05 205 3 30.00 5.49 415 59214.280.01.001.002.660.180.0011.677.62 020350.00102.05 177 2 14.00 5.48 249 3558.570.01.001.002.660.180.007.004.57 012210.0061.23 106 1 4.00 5.48 38 14813.220.01.001.001.790.640.006.388.33 011470.0015.31 110 29084 0 11663 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 47412.090.01.000.802.700.170.009.588.28 011140.0023.06 291 17 278.0 10.37 65 1423.490.01.000.802.490.230.001.922.97 03950.008.31 77 16 268.0 10.26 258 49510.130.01.000.802.680.180.007.677.19 010890.0033.23 237 15 250.0 10.06 380 65011.600.01.000.802.720.160.009.587.68 013790.0051.80 270 14 230.0 9.82 506 77011.600.01.000.802.720.160.009.587.68 015690.0070.36 264 13 216.0 9.65 211 3506.770.01.000.802.510.230.003.835.69 010340.0029.73 140 12 206.0 9.52 333 5088.210.01.000.802.640.190.005.756.15 011660.0047.64 175 11 190.0 9.30 703 95311.600.01.000.802.720.160.009.587.68 019890.00102.05 250 10 170.0 9.01 681 94112.760.01.000.802.660.180.0011.677.62 021440.00102.05 260 9 150.0 8.69 657 93714.660.01.000.802.590.200.0011.679.94 023300.00102.05 280 8 130.0 8.34 631 87212.760.01.000.802.660.180.0011.677.62 020350.00102.05 241 7 110.0 7.96 601 83112.760.01.000.802.660.180.0011.677.62 020350.00102.05 230 6 90.00 7.51 568 78512.760.01.000.802.660.180.0011.677.62 020350.00102.05 217 5 70.00 6.99 528 75414.660.01.000.802.590.200.0011.679.94 023300.00102.05 225 4 50.00 6.35 480 66312.760.01.000.802.660.180.0011.677.62 020350.00102.05 183 3 30.00 5.49 415 57312.760.01.000.802.660.180.0011.677.62 020350.00102.05 158 2 14.00 5.48 249 3447.650.01.000.802.660.180.007.004.57 012210.0061.23 95 1 4.00 5.48 38 13411.560.01.000.801.790.640.006.388.33 011470.0015.31 96 29084 0 11175 Page 18 9/14/2017 6:37:03 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 183 48412.500.01.000.852.700.170.009.588.28 011140.0023.06 301 17 278.0 10.37 65 1453.640.01.000.852.490.230.001.922.97 03950.008.31 80 16 268.0 10.26 258 50310.490.01.000.852.680.180.007.677.19 010890.0033.23 245 15 250.0 10.06 380 65911.980.01.000.852.720.160.009.587.68 013790.0051.80 279 14 230.0 9.82 506 77911.980.01.000.852.720.160.009.587.68 015690.0070.36 272 13 216.0 9.65 211 3567.060.01.000.852.510.230.003.835.69 010340.0029.73 145 12 206.0 9.52 333 5158.520.01.000.852.640.190.005.756.15 011660.0047.64 182 11 190.0 9.30 703 96111.980.01.000.852.720.160.009.587.68 019890.00102.05 258 10 170.0 9.01 681 94913.140.01.000.852.660.180.0011.677.62 021440.00102.05 268 9 150.0 8.69 657 94715.150.01.000.852.590.200.0011.679.94 023300.00102.05 290 8 130.0 8.34 631 87913.140.01.000.852.660.180.0011.677.62 020350.00102.05 248 7 110.0 7.96 601 83813.140.01.000.852.660.180.0011.677.62 020350.00102.05 236 6 90.00 7.51 568 79113.140.01.000.852.660.180.0011.677.62 020350.00102.05 223 5 70.00 6.99 528 76115.150.01.000.852.590.200.0011.679.94 023300.00102.05 233 4 50.00 6.35 480 66913.140.01.000.852.660.180.0011.677.62 020350.00102.05 189 3 30.00 5.49 415 57813.140.01.000.852.660.180.0011.677.62 020350.00102.05 163 2 14.00 5.48 249 3467.880.01.000.852.660.180.007.004.57 012210.0061.23 98 1 4.00 5.48 38 13811.970.01.000.851.790.640.006.388.33 011470.0015.31 100 29084 0 11297 Page 19 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:8.000Height (ft):0.00Bot Elev (ft):1 G90TB-8FT DIAG HORIZ LEG PX - 4" DIA PIPE CHN - C12 x 20.7 0.00 -2.42 -88.58 1.2D + 1.0Di + 1.2D + 1.6W 0.000 3.151 2.66 100 100 0 0 100 100 100 21.6 50.0 191.81 0 0 0.00 0.00 46 Member X Member Y 0.000.00000.000.00.00 100 30.8 36.0 187.73 0 0 0.00 0.00 1 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG CHN - C12 x 20.7 0.00 18.13 0.00 1.2D + 1.0Di + 0 36 0 0 58 0 0.00 0 0 0 0.00 197.32 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 9 0 Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 78.86 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:12.000Height (ft):8.00Bot Elev (ft):2 2 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.60 0.00 -84.18 1.2D + 1.0Di + 1.2D + 1.6W 90 6.393 0.000 3.93 100 0 50 50 0 100 100 41.4 50.0 119.91 0 0 0.00 0.00 70 Member X Member Z336.967.95114.8236.0129.650 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 2.43 0.00 0.00 1.2D + 1.6W 330 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.48 54 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.85 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 83.02 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 78.86 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 20 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:20.000Height (ft):20.00Bot Elev (ft):3 3 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -0.88 0.00 -81.75 1.2D + 1.0Di + 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 68 Member X Member Z186.967.95114.8336.0129.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 0.96 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.48 21 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.85 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 81.56 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 83.02 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):40.00Bot Elev (ft):4 3 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.10 0.00 -80.49 1.2D + 1.0Di + 1.2D + 1.6W 90 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 67 Member X Member Z226.967.95114.8336.0129.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 1.17 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.48 26 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.85 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 78.46 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 81.56 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 21 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:20.000Height (ft):60.00Bot Elev (ft):5 4 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -2.77 0.00 -76.85 1.2D + 1.0Di + 1.2D + 1.6W 90 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 64 Member X Member Z2713.0512.431110.1836.0113.850 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.75X1.75X0.18 2.58 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 15.67 0 0 1 0.00 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 8.48 30 0 0 Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 8.39 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 69.65 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 78.46 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):80.00Bot Elev (ft):6 5 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -2.17 0.00 -69.28 1.2D + 1.0Di + 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 57 Member X Member Z456.967.95114.8336.0129.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 1.77 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.48 39 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.85 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 68.42 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 69.65 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 22 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:20.000Height (ft):100.0Bot Elev (ft):7 5 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -0.74 0.00 -67.41 1.2D + 1.0Di + 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 56 Member X Member Z156.967.95114.8336.0129.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 0.59 0.00 0.00 1.2D + 1.6W 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.48 13 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.85 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 65.93 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 68.42 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):120.0Bot Elev (ft):8 5 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -2.05 0.00 -67.43 1.2D + 1.6W 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 56 Member X Member Z426.967.95114.8336.0129.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 2.13 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.48 47 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.85 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 69.97 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 65.93 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 23 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:20.000Height (ft):140.0Bot Elev (ft):9 6 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -3.77 0.00 -98.82 1.2D + 1.6W 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 82 Member X Member Z3713.0512.431110.1836.0113.850 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 3.57 0.00 15.01 1.2D + 1.6W 180 1.2D + 1.6W 90 36 0 50 65 0 58 15.67 0 0 1 135.90 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 8.48 42 0 11 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 8.39 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 103.17 1.2D + 1.6W 240 0.00 0 15.74 1.2D + 1.6W 300 0.00 0 69.97 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):160.0Bot Elev (ft):10 7 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.1875 -3.67 0.00 -98.62 1.2D + 1.6W 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 41.2 50.0 120.02 0 0 0.00 0.00 82 Member X Member Z5210.447.95116.9836.0130.750 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.1875 3.05 0.00 14.97 1.2D + 1.6W 60 1.2D + 1.6W 90 36 0 50 65 0 58 13.47 0 0 1 135.90 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.72 45 0 11 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.27 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 72.45 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 103.17 1.2D + 1.6W 240 0.00 0 15.74 1.2D + 1.6W 300 166.24 9 0 4 7/8 A325 Num Page 24 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:20.000Height (ft):180.0Bot Elev (ft):11 8 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -1.77 0.00 -70.17 1.2D + 1.6W 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 50.9 50.0 83.80 0 0 0.00 0.00 83 Member X Member Z2510.447.95116.9836.0130.750 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.1875 1.76 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 13.47 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.72 26 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.27 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 58.31 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 72.45 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 0 Num Section:12.000Height (ft):200.0Bot Elev (ft):12 9 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 2X2X0.25 -2.56 0.00 -63.51 1.2D + 1.6W 1.2D + 1.6W 6.393 0.000 3.93 100 0 50 50 0 100 100 51.0 50.0 83.68 0 0 0.00 0.00 75 Member X Member Z1434.8024.861217.3136.0103.650 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 2X2X0.25 2.07 0.00 0.00 1.2D + 1.6W 36 0 0 0 0 58 24.55 0 0 2 0.00 0.00 0 0 1 24.86 0.00 0.00 0.00 0.00 28.71 10 0 0 Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 19.62 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 66.66 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 58.31 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 0 Num Page 25 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:8.000Height (ft):212.0Bot Elev (ft):13 9 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.375 SAE - 2X2X0.25 -6.45 -14.71 -80.27 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.371 5.042 3.90 100 100 50 50 100 100 100 50.6 50.0 83.97 0 0 0.00 0.00 95 Member X Bolt Shear Member Z3734.8024.861217.3636.0103.350 50 101.8 36.0 51.04 4 2 49.72 104.40 29 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.375 SAE - 2X2X0.25 6.18 17.43 32.04 1.2D + 1.6W 300 1.2D + 1.6W 300 1.2D + 1.6W 330 36 36 50 65 58 58 24.55 0 4 2 101.25 70.39 0 2 1 24.86 49.72 0.00 0.00 86.13 28.71 31 35 31 Member Bolt Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 58.87 19.62 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 86.57 1.2D + 1.6W 240 0.00 0 32.04 1.2D + 1.6W 300 0.00 0 66.66 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):220.0Bot Elev (ft):14 10 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -4.24 0.00 -81.79 1.2D + 1.6W 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 50.9 50.0 83.80 0 0 0.00 0.00 97 Member X Member Z6010.447.95116.9836.0130.750 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 3.78 0.00 31.51 1.2D + 1.6W 180 1.2D + 1.6W 330 36 0 50 65 0 58 13.47 0 0 1 101.25 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.72 56 0 31 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.27 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 49.38 1.2D + 1.6W 240 0.00 0 1.95 1.2D + 1.6W 300 0.00 0 86.57 1.2D + 1.6W 240 0.00 0 32.04 1.2D + 1.6W 300 120.40 27 0 4 3/4 A325 Num Page 26 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:20.000Height (ft):240.0Bot Elev (ft):15 10 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -2.29 0.00 -46.78 1.2D + 1.6W 1.2D + 1.6W 6.384 0.000 3.92 100 0 50 50 0 100 100 50.9 50.0 83.80 0 0 0.00 0.00 55 Member X Member Z3210.447.95116.9836.0130.750 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 2.54 0.00 2.04 1.2D + 1.6W 300 1.2D + 1.6W 330 36 0 50 65 0 58 13.47 0 0 1 101.25 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.72 37 0 2 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.27 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 28.42 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 49.38 1.2D + 1.6W 240 0.00 0 1.95 1.2D + 1.6W 300 120.40 2 0 4 3/4 A325 Num Section:16.000Height (ft):260.0Bot Elev (ft):16 11 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.75X1.75X0.18 -5.09 0.00 -28.44 1.2D + 1.6W 1.2D + 1.6W 6.403 0.000 3.95 100 0 50 50 0 100 100 51.3 50.0 83.54 0 0 0.00 0.00 34 Member X Member Z5013.0512.431110.1536.0114.050 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.75X1.75X0.18 1.17 0.00 0.00 1.2D + 1.6W 36 0 0 0 0 58 15.67 0 0 1 0.00 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 8.48 13 0 0 Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 8.39 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 32.14 1.2D + 1.6W 120 0.00 0 0.00 0.00 0 28.42 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 0 Num Page 27 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Force/Stress Summary Section:4.000Height (ft):276.0Bot Elev (ft):17 11 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE 0.00 0.00 -27.74 1.2D + 1.6W 0.000 0.000 3.79 100 0 0 0 0 100 100 49.2 50.0 84.80 0 0 0.00 0.00 32 Member X 0.000.00000.000.00.00 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAS - 3X2X0.25 SAE - 1.75X1.75X0.18 6.04 25.47 16.15 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 36 36 50 65 58 58 15.67 0 2 1 101.25 63.37 0 2 1 12.43 35.78 0.00 0.00 27.32 8.48 72 93 15 Member Bolt Bear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 38.95 8.39 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 20.45 1.2D + 1.6W 240 0.00 0 16.18 1.2D + 1.6W 300 0.00 0 32.14 1.2D + 1.6W 120 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):280.0Bot Elev (ft):18 12 DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 SAE - 1.5X1.5X0.1875 -3.70 -0.13 -20.37 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.384 5.042 0.21 100 100 50 50 100 100 100 2.7 50.0 101.20 0 0 0.00 0.00 20 Member X Member Z Member Z5310.447.95116.9836.0130.750 100 206.5 36.0 2.81 1 1 7.95 10.44 4 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 SAE - 1.5X1.5X0.1875 2.30 0.14 16.22 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 330 36 36 50 65 58 58 13.47 0 1 1 101.25 13.47 0 1 1 7.95 7.95 0.00 0.00 6.72 6.72 34 2 16 Member Bolt Bear Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 7.27 7.27 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.27 (1.2 + 0.2Sds) * 0.00 0 0.00 0.00 0 20.45 1.2D + 1.6W 240 0.00 0 16.18 1.2D + 1.6W 300 120.40 13 0 4 3/4 A325 Num Page 28 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down 1.2D + 1.6W Normal 1 -0.03 190.17 -2.61 A1 0.00 -2.79 1.46 A1a -53.69 -66.55 -33.22 A1b 53.75 -70.37 -33.26 1.2D + 1.6W 60 deg 1 -2.77 147.92 -1.61 A1 -1.47 -11.99 10.29 A1a -60.81 -73.59 -35.11 A1b 8.13 -12.50 -6.41 1.2D + 1.6W 90 deg 1 -2.82 172.90 -0.25 A1 -2.01 -41.19 38.02 A1a -63.79 -76.64 -35.54 A1b 2.41 -4.94 -2.23 1.2D + 1.6W 120 deg 1 -2.33 187.69 1.34 A1 -1.91 -67.43 63.24 A1a -55.71 -66.74 -29.97 A1b 1.33 -3.09 -0.77 1.2D + 1.6W 180 deg 1 0.01 148.33 3.20 A1 0.00 -74.28 70.16 A1a -9.59 -11.79 -3.84 A1b 9.55 -12.41 -3.80 1.2D + 1.6W 210 deg 1 1.15 174.63 2.55 A1 1.14 -77.19 72.84 A1a -3.01 -4.47 -0.92 A1b 33.79 -42.82 -17.17 1.2D + 1.6W 240 deg 1 2.24 190.74 1.32 A1 1.93 -67.21 63.10 A1a -1.25 -2.72 -0.72 A1b 55.66 -70.33 -29.90 1.2D + 1.6W 300 deg 1 2.74 150.18 -1.58 A1 1.47 -11.52 9.87 A1a -7.82 -11.41 -6.21 A1b 60.56 -77.36 -34.96 1.2D + 1.6W 330 deg 1 1.58 175.99 -2.24 A1 0.72 -4.49 3.04 A1a -31.76 -40.53 -20.67 A1b 62.59 -80.80 -37.46 1.2D + 1.0Di + 1.0Wi Normal 1 -0.01 248.33 -0.27 A1 0.00 -21.15 23.90 A1a -27.34 -28.72 -16.41 A1b 27.35 -30.54 -16.43 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.25 247.26 -0.13 A1 -0.54 -23.62 26.34 A1a -29.65 -31.10 -17.12 A1b 22.53 -24.85 -13.64 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.28 247.60 0.00 A1 -0.66 -26.33 29.11 A1a -29.31 -30.52 -16.61 A1b 21.10 -22.95 -12.50 Page 29 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.25 248.01 0.14 A1 -0.54 -29.07 31.92 A1a -27.91 -28.74 -15.49 A1b 20.71 -22.29 -11.96 1.2D + 1.0Di + 1.0Wi 180 deg 1 -0.01 247.32 0.28 A1 0.00 -31.44 34.23 A1a -23.07 -23.34 -12.70 A1b 23.07 -24.84 -12.69 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.13 247.86 0.24 A1 0.28 -30.84 33.66 A1a -21.37 -21.54 -12.03 A1b 25.53 -27.66 -13.97 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.23 248.40 0.14 A1 0.55 -29.04 31.88 A1a -20.70 -20.90 -11.95 A1b 27.90 -30.53 -15.47 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.22 247.58 -0.13 A1 0.54 -23.57 26.29 A1a -22.50 -23.30 -13.61 A1b 29.64 -33.01 -17.11 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.12 247.96 -0.23 A1 0.28 -21.77 24.49 A1a -24.84 -25.98 -15.11 A1b 29.02 -32.40 -17.08 (1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 96.25 0.00 A1 0.00 -12.43 13.22 A1a -13.71 -15.54 -7.92 A1b 13.70 -16.48 -7.91 (1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 96.33 -0.04 A1 0.00 -12.59 13.48 A1a -13.61 -15.50 -7.86 A1b 13.61 -16.44 -7.86 (1.2 + 0.2Sds) * DL + E 60 deg M1 1 0.01 96.21 0.00 A1 0.00 -13.54 14.11 A1a -14.48 -16.64 -8.36 A1b 12.21 -14.23 -7.05 (1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.03 96.26 -0.02 A1 0.00 -13.62 14.23 A1a -14.27 -16.52 -8.24 A1b 12.32 -14.31 -7.11 (1.2 + 0.2Sds) * DL + E 90 deg M1 1 0.01 96.25 0.00 A1 0.00 -14.65 14.99 A1a -14.29 -16.37 -8.25 A1b 11.68 -13.42 -6.74 (1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.04 96.31 0.00 A1 0.00 -14.67 14.99 A1a -14.11 -16.28 -8.15 A1b 11.86 -13.56 -6.85 (1.2 + 0.2Sds) * DL + E 120 deg M1 1 0.01 96.28 0.00 A1 0.00 -15.76 15.87 A1a -13.75 -15.59 -7.94 A1b 11.48 -13.12 -6.63 Page 30 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 (1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.03 96.35 0.02 A1 0.00 -15.72 15.75 A1a -13.64 -15.54 -7.88 A1b 11.70 -13.29 -6.75 (1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 96.21 0.00 A1 0.00 -16.82 16.71 A1a -12.21 -13.38 -7.05 A1b 12.21 -14.22 -7.05 (1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 96.25 0.04 A1 0.00 -16.70 16.47 A1a -12.32 -13.45 -7.11 A1b 12.31 -14.30 -7.11 (1.2 + 0.2Sds) * DL + E 210 deg M1 1 0.00 96.23 0.00 A1 0.00 -16.51 16.47 A1a -11.65 -12.57 -6.73 A1b 12.95 -15.34 -7.48 (1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.02 96.29 0.03 A1 0.00 -16.42 16.26 A1a -11.84 -12.71 -6.84 A1b 12.96 -15.36 -7.48 (1.2 + 0.2Sds) * DL + E 240 deg M1 1 0.00 96.25 0.00 A1 0.00 -15.70 15.82 A1a -11.44 -12.27 -6.61 A1b 13.70 -16.47 -7.91 (1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.04 96.32 0.02 A1 0.00 -15.66 15.71 A1a -11.67 -12.43 -6.74 A1b 13.60 -16.43 -7.86 (1.2 + 0.2Sds) * DL + E 300 deg M1 1 0.00 96.18 0.00 A1 0.00 -13.48 14.06 A1a -12.17 -13.32 -7.03 A1b 14.43 -17.58 -8.33 (1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.04 96.23 -0.02 A1 0.00 -13.56 14.19 A1a -12.29 -13.41 -7.10 A1b 14.23 -17.45 -8.22 (1.2 + 0.2Sds) * DL + E 330 deg M1 1 0.00 96.22 0.00 A1 0.00 -12.69 13.43 A1a -12.94 -14.43 -7.47 A1b 14.24 -17.29 -8.22 (1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.02 96.28 -0.04 A1 0.00 -12.84 13.66 A1a -12.95 -14.45 -7.48 A1b 14.07 -17.19 -8.12 1.0D + 1.0W Service Normal 1 0.00 89.78 -0.94 A1 0.00 -4.80 5.64 A1a -17.92 -20.55 -10.78 A1b 17.92 -21.80 -10.79 1.0D + 1.0W Service 60 deg 1 -0.76 91.24 -0.44 A1 -0.36 -10.99 11.22 A1a -22.59 -26.23 -13.04 A1b 9.52 -11.54 -5.92 1.0D + 1.0W Service 90 deg 1 -0.90 90.74 0.01 Page 31 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1 -0.45 -16.03 16.15 A1a -21.57 -24.80 -12.23 A1b 6.41 -7.37 -3.92 1.0D + 1.0W Service 120 deg 1 -0.81 89.44 0.47 A1 -0.38 -20.92 21.06 A1a -18.42 -20.69 -10.20 A1b 5.00 -5.21 -2.88 1.0D + 1.0W Service 180 deg 1 0.00 91.26 0.88 A1 0.00 -26.47 26.04 A1a -9.86 -10.82 -5.28 A1b 9.85 -11.49 -5.26 1.0D + 1.0W Service 210 deg 1 0.46 90.88 0.77 A1 0.19 -24.90 24.64 A1a -6.48 -6.77 -3.53 A1b 14.07 -16.65 -7.60 1.0D + 1.0W Service 240 deg 1 0.82 89.87 0.47 A1 0.38 -20.75 20.88 A1a -4.86 -4.71 -2.81 A1b 18.27 -21.78 -10.11 1.0D + 1.0W Service 300 deg 1 0.77 91.33 -0.44 A1 0.36 -10.72 10.96 A1a -9.31 -10.60 -5.80 A1b 22.38 -27.52 -12.92 1.0D + 1.0W Service 330 deg 1 0.45 90.90 -0.78 A1 0.18 -6.74 7.27 A1a -13.54 -15.59 -8.34 A1b 21.17 -26.01 -12.45 Maximum Reactions Summary Base Vertical (kip) Horizontal (kip) 248.40 3.20 -80.80 73.02 Anch1 Page 32 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) -4.00180.00 0 77.19 72.85 -2.00180.00 240 76.64 73.02 -13.00180.00 120 80.80 72.94 Page 33 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Tension Detailed Cable Forces Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W Normal A1 29 25.44 0.39 279.79 5/8 EHS A1a 29b 25.44 12.47 49 5/8 EHS A1b 29a 25.44 12.80 50 5/8 EHS A1 57 47.82 0.26 1159.79 7/8 EHS A1a 57b 47.82 24.97 52 7/8 EHS A1b 57a 47.82 25.91 54 7/8 EHS A1 T3 25.44 0.77 3219.79 5/8 EHS A1 T3b 25.44 0.77 3 5/8 EHS A1a T3a 25.44 15.88 62 5/8 EHS A1a T3b 25.44 14.14 56 5/8 EHS A1b T3 25.44 14.59 57 5/8 EHS A1b T3a 25.44 16.31 64 5/8 EHS A1 T4 25.44 1.10 4276.00 5/8 EHS A1 T4b 25.44 1.10 4 5/8 EHS A1a T4a 25.44 13.16 52 5/8 EHS A1a T4b 25.44 13.75 54 5/8 EHS A1b T4 25.44 14.03 55 5/8 EHS A1b T4a 25.44 13.51 53 5/8 EHS 1.2D + 1.6W 60 deg A1 29 25.44 1.95 879.79 5/8 EHS A1a 29b 25.44 14.46 57 5/8 EHS A1b 29a 25.44 1.99 8 5/8 EHS A1 57 47.82 3.76 8159.79 7/8 EHS A1a 57b 47.82 26.94 56 7/8 EHS A1b 57a 47.82 3.86 8 7/8 EHS A1 T3 25.44 2.91 11219.79 5/8 EHS A1 T3b 25.44 2.92 11 5/8 EHS A1a T3a 25.44 16.00 63 5/8 EHS A1a T3b 25.44 15.99 63 5/8 EHS A1b T3 25.44 2.97 12 5/8 EHS A1b T3a 25.44 2.98 12 5/8 EHS A1 T4 25.44 3.03 12276.00 5/8 EHS A1 T4b 25.44 2.76 11 5/8 EHS A1a T4a 25.44 15.56 61 5/8 EHS A1a T4b 25.44 15.57 61 5/8 EHS A1b T4 25.44 3.09 12 5/8 EHS A1b T4a 25.44 2.82 11 5/8 EHS 1.2D + 1.6W 90 deg A1 29 25.44 7.15 2879.79 5/8 EHS A1a 29b 25.44 14.71 58 5/8 EHS A1b 29a 25.44 0.59 2 5/8 EHS A1 57 47.82 15.29 32159.79 7/8 EHS A1a 57b 47.82 28.61 60 7/8 EHS A1b 57a 47.82 1.17 2 7/8 EHS A1 T3 25.44 8.99 35219.79 5/8 EHS A1 T3b 25.44 10.37 41 5/8 EHS A1a T3a 25.44 16.26 64 5/8 EHS A1a T3b 25.44 17.52 69 5/8 EHS A1b T3 25.44 1.29 5 5/8 EHS A1b T3a 25.44 1.20 5 5/8 EHS A1 T4 25.44 8.54 34276.00 5/8 EHS A1 T4b 25.44 7.79 31 5/8 EHS Page 34 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1a T4a 25.44 15.87 62 5/8 EHS A1a T4b 25.44 15.75 62 5/8 EHS A1b T4 25.44 1.55 6 5/8 EHS A1b T4a 25.44 1.46 6 5/8 EHS 1.2D + 1.6W 120 deg A1 29 25.44 12.51 4979.79 5/8 EHS A1a 29b 25.44 12.45 49 5/8 EHS A1b 29a 25.44 0.38 1 5/8 EHS A1 57 47.82 25.16 53159.79 7/8 EHS A1a 57b 47.82 24.99 52 7/8 EHS A1b 57a 47.82 0.30 1 7/8 EHS A1 T3 25.44 14.28 56219.79 5/8 EHS A1 T3b 25.44 15.99 63 5/8 EHS A1a T3a 25.44 14.20 56 5/8 EHS A1a T3b 25.44 15.91 63 5/8 EHS A1b T3 25.44 0.85 3 5/8 EHS A1b T3a 25.44 0.85 3 5/8 EHS A1 T4 25.44 13.84 54276.00 5/8 EHS A1 T4b 25.44 13.30 52 5/8 EHS A1a T4a 25.44 13.79 54 5/8 EHS A1a T4b 25.44 13.23 52 5/8 EHS A1b T4 25.44 1.18 5 5/8 EHS A1b T4a 25.44 1.18 5 5/8 EHS 1.2D + 1.6W 180 deg A1 29 25.44 14.51 5779.79 5/8 EHS A1a 29b 25.44 1.93 8 5/8 EHS A1b 29a 25.44 1.97 8 5/8 EHS A1 57 47.82 27.09 57159.79 7/8 EHS A1a 57b 47.82 3.70 8 7/8 EHS A1b 57a 47.82 3.83 8 7/8 EHS A1 T3 25.44 16.07 63219.79 5/8 EHS A1 T3b 25.44 16.06 63 5/8 EHS A1a T3a 25.44 2.87 11 5/8 EHS A1a T3b 25.44 2.88 11 5/8 EHS A1b T3 25.44 2.96 12 5/8 EHS A1b T3a 25.44 2.95 12 5/8 EHS A1 T4 25.44 15.61 61276.00 5/8 EHS A1 T4b 25.44 15.62 61 5/8 EHS A1a T4a 25.44 3.00 12 5/8 EHS A1a T4b 25.44 2.74 11 5/8 EHS A1b T4 25.44 2.80 11 5/8 EHS A1b T4a 25.44 3.08 12 5/8 EHS 1.2D + 1.6W 210 deg A1 29 25.44 14.78 5879.79 5/8 EHS A1a 29b 25.44 0.57 2 5/8 EHS A1b 29a 25.44 7.32 29 5/8 EHS A1 57 47.82 28.74 60159.79 7/8 EHS A1a 57b 47.82 1.07 2 7/8 EHS A1b 57a 47.82 15.70 33 7/8 EHS A1 T3 25.44 17.56 69219.79 5/8 EHS A1 T3b 25.44 16.28 64 5/8 EHS A1a T3a 25.44 1.19 5 5/8 EHS A1a T3b 25.44 1.10 4 5/8 EHS A1b T3 25.44 10.53 41 5/8 EHS A1b T3a 25.44 9.14 36 5/8 EHS A1 T4 25.44 15.74 62276.00 5/8 EHS A1 T4b 25.44 15.88 62 5/8 EHS A1a T4a 25.44 1.45 6 5/8 EHS A1a T4b 25.44 1.37 5 5/8 EHS Page 35 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1b T4 25.44 7.88 31 5/8 EHS A1b T4a 25.44 8.63 34 5/8 EHS 1.2D + 1.6W 240 deg A1 29 25.44 12.54 4979.79 5/8 EHS A1a 29b 25.44 0.40 2 5/8 EHS A1b 29a 25.44 12.80 50 5/8 EHS A1 57 47.82 25.13 53159.79 7/8 EHS A1a 57b 47.82 0.26 1 7/8 EHS A1b 57a 47.82 25.90 54 7/8 EHS A1 T3 25.44 15.96 63219.79 5/8 EHS A1 T3b 25.44 14.20 56 5/8 EHS A1a T3a 25.44 0.75 3 5/8 EHS A1a T3b 25.44 0.75 3 5/8 EHS A1b T3 25.44 16.31 64 5/8 EHS A1b T3a 25.44 14.58 57 5/8 EHS A1 T4 25.44 13.20 52276.00 5/8 EHS A1 T4b 25.44 13.79 54 5/8 EHS A1a T4a 25.44 1.08 4 5/8 EHS A1a T4b 25.44 1.08 4 5/8 EHS A1b T4 25.44 13.49 53 5/8 EHS A1b T4a 25.44 14.02 55 5/8 EHS 1.2D + 1.6W 300 deg A1 29 25.44 1.88 779.79 5/8 EHS A1a 29b 25.44 1.87 7 5/8 EHS A1b 29a 25.44 14.75 58 5/8 EHS A1 57 47.82 3.58 7159.79 7/8 EHS A1a 57b 47.82 3.56 7 7/8 EHS A1b 57a 47.82 27.78 58 7/8 EHS A1 T3 25.44 2.79 11219.79 5/8 EHS A1 T3b 25.44 2.80 11 5/8 EHS A1a T3a 25.44 2.78 11 5/8 EHS A1a T3b 25.44 2.78 11 5/8 EHS A1b T3 25.44 16.40 64 5/8 EHS A1b T3a 25.44 16.39 64 5/8 EHS A1 T4 25.44 2.68 11276.00 5/8 EHS A1 T4b 25.44 2.95 12 5/8 EHS A1a T4a 25.44 2.67 10 5/8 EHS A1a T4b 25.44 2.93 12 5/8 EHS A1b T4 25.44 15.83 62 5/8 EHS A1b T4a 25.44 15.84 62 5/8 EHS 1.2D + 1.6W 330 deg A1 29 25.44 0.56 279.79 5/8 EHS A1a 29b 25.44 7.12 28 5/8 EHS A1b 29a 25.44 15.08 59 5/8 EHS A1 57 47.82 1.07 2159.79 7/8 EHS A1a 57b 47.82 15.13 32 7/8 EHS A1b 57a 47.82 29.63 62 7/8 EHS A1 T3 25.44 1.10 4219.79 5/8 EHS A1 T3b 25.44 1.19 5 5/8 EHS A1a T3a 25.44 10.28 40 5/8 EHS A1a T3b 25.44 8.87 35 5/8 EHS A1b T3 25.44 16.71 66 5/8 EHS A1b T3a 25.44 17.98 71 5/8 EHS A1 T4 25.44 1.37 5276.00 5/8 EHS A1 T4b 25.44 1.46 6 5/8 EHS A1a T4a 25.44 7.67 30 5/8 EHS A1a T4b 25.44 8.46 33 5/8 EHS A1b T4 25.44 16.15 63 5/8 EHS A1b T4a 25.44 16.06 63 5/8 EHS Page 36 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 1.2D + 1.0Di + 1.0Wi Normal A1 29 25.44 6.59 2679.79 5/8 EHS A1a 29b 25.44 8.11 32 5/8 EHS A1b 29a 25.44 8.33 33 5/8 EHS A1 57 47.82 9.35 20159.79 7/8 EHS A1a 57b 47.82 11.94 25 7/8 EHS A1b 57a 47.82 12.43 26 7/8 EHS A1 T3 25.44 6.41 25219.79 5/8 EHS A1 T3b 25.44 6.42 25 5/8 EHS A1a T3a 25.44 8.05 32 5/8 EHS A1a T3b 25.44 8.11 32 5/8 EHS A1b T3 25.44 8.36 33 5/8 EHS A1b T3a 25.44 8.29 33 5/8 EHS A1 T4 25.44 5.47 21276.00 5/8 EHS A1 T4b 25.44 5.49 22 5/8 EHS A1a T4a 25.44 7.21 28 5/8 EHS A1a T4b 25.44 7.38 29 5/8 EHS A1b T4 25.44 7.56 30 5/8 EHS A1b T4a 25.44 7.40 29 5/8 EHS 1.2D + 1.0Di + 1.0Wi 60 deg A1 29 25.44 7.08 2879.79 5/8 EHS A1a 29b 25.44 8.52 33 5/8 EHS A1b 29a 25.44 7.23 28 5/8 EHS A1 57 47.82 10.16 21159.79 7/8 EHS A1a 57b 47.82 12.76 27 7/8 EHS A1b 57a 47.82 10.50 22 7/8 EHS A1 T3 25.44 6.95 27219.79 5/8 EHS A1 T3b 25.44 6.90 27 5/8 EHS A1a T3a 25.44 8.60 34 5/8 EHS A1a T3b 25.44 8.60 34 5/8 EHS A1b T3 25.44 7.12 28 5/8 EHS A1b T3a 25.44 7.07 28 5/8 EHS A1 T4 25.44 6.14 24276.00 5/8 EHS A1 T4b 25.44 6.00 24 5/8 EHS A1a T4a 25.44 7.84 31 5/8 EHS A1a T4b 25.44 7.86 31 5/8 EHS A1b T4 25.44 6.27 25 5/8 EHS A1b T4a 25.44 6.12 24 5/8 EHS 1.2D + 1.0Di + 1.0Wi 90 deg A1 29 25.44 7.63 3079.79 5/8 EHS A1a 29b 25.44 8.43 33 5/8 EHS A1b 29a 25.44 6.86 27 5/8 EHS A1 57 47.82 11.09 23159.79 7/8 EHS A1a 57b 47.82 12.57 26 7/8 EHS A1b 57a 47.82 9.89 21 7/8 EHS A1 T3 25.44 7.56 30219.79 5/8 EHS A1 T3b 25.44 7.47 29 5/8 EHS A1a T3a 25.44 8.49 33 5/8 EHS A1a T3b 25.44 8.46 33 5/8 EHS A1b T3 25.44 6.71 26 5/8 EHS A1b T3a 25.44 6.70 26 5/8 EHS A1 T4 25.44 6.79 27276.00 5/8 EHS A1 T4b 25.44 6.62 26 5/8 EHS A1a T4a 25.44 7.75 30 5/8 EHS A1a T4b 25.44 7.67 30 5/8 EHS A1b T4 25.44 5.78 23 5/8 EHS A1b T4a 25.44 5.71 22 5/8 EHS Page 37 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 1.2D + 1.0Di + 1.0Wi 120 deg A1 29 25.44 8.16 3279.79 5/8 EHS A1a 29b 25.44 8.12 32 5/8 EHS A1b 29a 25.44 6.74 26 5/8 EHS A1 57 47.82 12.05 25159.79 7/8 EHS A1a 57b 47.82 11.96 25 7/8 EHS A1b 57a 47.82 9.68 20 7/8 EHS A1 T3 25.44 8.16 32219.79 5/8 EHS A1 T3b 25.44 8.10 32 5/8 EHS A1a T3a 25.44 8.12 32 5/8 EHS A1a T3b 25.44 8.05 32 5/8 EHS A1b T3 25.44 6.58 26 5/8 EHS A1b T3a 25.44 6.58 26 5/8 EHS A1 T4 25.44 7.40 29276.00 5/8 EHS A1 T4b 25.44 7.26 29 5/8 EHS A1a T4a 25.44 7.37 29 5/8 EHS A1a T4b 25.44 7.22 28 5/8 EHS A1b T4 25.44 5.59 22 5/8 EHS A1b T4a 25.44 5.59 22 5/8 EHS 1.2D + 1.0Di + 1.0Wi 180 deg A1 29 25.44 8.56 3479.79 5/8 EHS A1a 29b 25.44 7.04 28 5/8 EHS A1b 29a 25.44 7.23 28 5/8 EHS A1 57 47.82 12.85 27159.79 7/8 EHS A1a 57b 47.82 10.08 21 7/8 EHS A1b 57a 47.82 10.50 22 7/8 EHS A1 T3 25.44 8.65 34219.79 5/8 EHS A1 T3b 25.44 8.65 34 5/8 EHS A1a T3a 25.44 6.91 27 5/8 EHS A1a T3b 25.44 6.86 27 5/8 EHS A1b T3 25.44 7.06 28 5/8 EHS A1b T3a 25.44 7.12 28 5/8 EHS A1 T4 25.44 7.88 31276.00 5/8 EHS A1 T4b 25.44 7.89 31 5/8 EHS A1a T4a 25.44 6.11 24 5/8 EHS A1a T4b 25.44 5.97 23 5/8 EHS A1b T4 25.44 6.12 24 5/8 EHS A1b T4a 25.44 6.27 25 5/8 EHS 1.2D + 1.0Di + 1.0Wi 210 deg A1 29 25.44 8.46 3379.79 5/8 EHS A1a 29b 25.44 6.68 26 5/8 EHS A1b 29a 25.44 7.79 31 5/8 EHS A1 57 47.82 12.65 26159.79 7/8 EHS A1a 57b 47.82 9.49 20 7/8 EHS A1b 57a 47.82 11.44 24 7/8 EHS A1 T3 25.44 8.51 33219.79 5/8 EHS A1 T3b 25.44 8.53 34 5/8 EHS A1a T3a 25.44 6.51 26 5/8 EHS A1a T3b 25.44 6.51 26 5/8 EHS A1b T3 25.44 7.65 30 5/8 EHS A1b T3a 25.44 7.74 30 5/8 EHS A1 T4 25.44 7.69 30276.00 5/8 EHS A1 T4b 25.44 7.80 31 5/8 EHS A1a T4a 25.44 5.64 22 5/8 EHS A1a T4b 25.44 5.58 22 5/8 EHS A1b T4 25.44 6.74 27 5/8 EHS A1b T4a 25.44 6.94 27 5/8 EHS Page 38 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 1.2D + 1.0Di + 1.0Wi 240 deg A1 29 25.44 8.15 3279.79 5/8 EHS A1a 29b 25.44 6.55 26 5/8 EHS A1b 29a 25.44 8.33 33 5/8 EHS A1 57 47.82 12.03 25159.79 7/8 EHS A1a 57b 47.82 9.28 19 7/8 EHS A1b 57a 47.82 12.43 26 7/8 EHS A1 T3 25.44 8.09 32219.79 5/8 EHS A1 T3b 25.44 8.16 32 5/8 EHS A1a T3a 25.44 6.37 25 5/8 EHS A1a T3b 25.44 6.38 25 5/8 EHS A1b T3 25.44 8.29 33 5/8 EHS A1b T3a 25.44 8.36 33 5/8 EHS A1 T4 25.44 7.24 28276.00 5/8 EHS A1 T4b 25.44 7.42 29 5/8 EHS A1a T4a 25.44 5.45 21 5/8 EHS A1a T4b 25.44 5.46 21 5/8 EHS A1b T4 25.44 7.40 29 5/8 EHS A1b T4a 25.44 7.56 30 5/8 EHS 1.2D + 1.0Di + 1.0Wi 300 deg A1 29 25.44 7.06 2879.79 5/8 EHS A1a 29b 25.44 7.03 28 5/8 EHS A1b 29a 25.44 8.74 34 5/8 EHS A1 57 47.82 10.13 21159.79 7/8 EHS A1a 57b 47.82 10.06 21 7/8 EHS A1b 57a 47.82 13.26 28 7/8 EHS A1 T3 25.44 6.88 27219.79 5/8 EHS A1 T3b 25.44 6.95 27 5/8 EHS A1a T3a 25.44 6.85 27 5/8 EHS A1a T3b 25.44 6.91 27 5/8 EHS A1b T3 25.44 8.85 35 5/8 EHS A1b T3a 25.44 8.85 35 5/8 EHS A1 T4 25.44 5.98 24276.00 5/8 EHS A1 T4b 25.44 6.15 24 5/8 EHS A1a T4a 25.44 5.96 23 5/8 EHS A1a T4b 25.44 6.12 24 5/8 EHS A1b T4 25.44 8.04 32 5/8 EHS A1b T4a 25.44 8.04 32 5/8 EHS 1.2D + 1.0Di + 1.0Wi 330 deg A1 29 25.44 6.70 2679.79 5/8 EHS A1a 29b 25.44 7.58 30 5/8 EHS A1b 29a 25.44 8.64 34 5/8 EHS A1 57 47.82 9.55 20159.79 7/8 EHS A1a 57b 47.82 10.98 23 7/8 EHS A1b 57a 47.82 13.06 27 7/8 EHS A1 T3 25.44 6.53 26219.79 5/8 EHS A1 T3b 25.44 6.54 26 5/8 EHS A1a T3a 25.44 7.42 29 5/8 EHS A1a T3b 25.44 7.51 30 5/8 EHS A1b T3 25.44 8.74 34 5/8 EHS A1b T3a 25.44 8.71 34 5/8 EHS A1 T4 25.44 5.58 22276.00 5/8 EHS A1 T4b 25.44 5.67 22 5/8 EHS A1a T4a 25.44 6.57 26 5/8 EHS A1a T4b 25.44 6.77 27 5/8 EHS A1b T4 25.44 7.95 31 5/8 EHS A1b T4a 25.44 7.86 31 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M1 A1 29 25.44 3.82 1579.79 5/8 EHS A1a 29b 25.44 3.96 16 5/8 EHS Page 39 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1b 29a 25.44 4.07 16 5/8 EHS A1 57 47.82 6.11 13159.79 7/8 EHS A1a 57b 47.82 6.84 14 7/8 EHS A1b 57a 47.82 7.08 15 7/8 EHS A1 T3 25.44 2.88 11219.79 5/8 EHS A1 T3b 25.44 2.88 11 5/8 EHS A1a T3a 25.44 3.71 15 5/8 EHS A1a T3b 25.44 3.62 14 5/8 EHS A1b T3 25.44 3.72 15 5/8 EHS A1b T3a 25.44 3.81 15 5/8 EHS A1 T4 25.44 1.96 8276.00 5/8 EHS A1 T4b 25.44 1.97 8 5/8 EHS A1a T4a 25.44 2.77 11 5/8 EHS A1a T4b 25.44 2.83 11 5/8 EHS A1b T4 25.44 2.89 11 5/8 EHS A1b T4a 25.44 2.84 11 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M2 A1 29 25.44 3.89 1579.79 5/8 EHS A1a 29b 25.44 3.93 15 5/8 EHS A1b 29a 25.44 4.04 16 5/8 EHS A1 57 47.82 6.44 13159.79 7/8 EHS A1a 57b 47.82 6.66 14 7/8 EHS A1b 57a 47.82 6.90 14 7/8 EHS A1 T3 25.44 2.94 12219.79 5/8 EHS A1 T3b 25.44 2.94 12 5/8 EHS A1a T3a 25.44 3.70 15 5/8 EHS A1a T3b 25.44 3.55 14 5/8 EHS A1b T3 25.44 3.65 14 5/8 EHS A1b T3a 25.44 3.81 15 5/8 EHS A1 T4 25.44 1.85 7276.00 5/8 EHS A1 T4b 25.44 1.86 7 5/8 EHS A1a T4a 25.44 2.87 11 5/8 EHS A1a T4b 25.44 2.90 11 5/8 EHS A1b T4 25.44 2.96 12 5/8 EHS A1b T4a 25.44 2.95 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M1 A1 29 25.44 3.88 1579.79 5/8 EHS A1a 29b 25.44 4.03 16 5/8 EHS A1b 29a 25.44 3.96 16 5/8 EHS A1 57 47.82 6.38 13159.79 7/8 EHS A1a 57b 47.82 7.10 15 7/8 EHS A1b 57a 47.82 6.56 14 7/8 EHS A1 T3 25.44 3.13 12219.79 5/8 EHS A1 T3b 25.44 3.20 13 5/8 EHS A1a T3a 25.44 3.91 15 5/8 EHS A1a T3b 25.44 3.92 15 5/8 EHS A1b T3 25.44 3.20 13 5/8 EHS A1b T3a 25.44 3.27 13 5/8 EHS A1 T4 25.44 2.25 9276.00 5/8 EHS A1 T4b 25.44 2.22 9 5/8 EHS A1a T4a 25.44 3.09 12 5/8 EHS A1a T4b 25.44 3.10 12 5/8 EHS A1b T4 25.44 2.31 9 5/8 EHS A1b T4a 25.44 2.26 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M2 A1 29 25.44 3.90 1579.79 5/8 EHS A1a 29b 25.44 3.97 16 5/8 EHS A1b 29a 25.44 3.99 16 5/8 EHS A1 57 47.82 6.54 14159.79 7/8 EHS Page 40 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1a 57b 47.82 6.76 14 7/8 EHS A1b 57a 47.82 6.72 14 7/8 EHS A1 T3 25.44 3.14 12219.79 5/8 EHS A1 T3b 25.44 3.27 13 5/8 EHS A1a T3a 25.44 3.82 15 5/8 EHS A1a T3b 25.44 3.83 15 5/8 EHS A1b T3 25.44 3.21 13 5/8 EHS A1b T3a 25.44 3.34 13 5/8 EHS A1 T4 25.44 2.19 9276.00 5/8 EHS A1 T4b 25.44 2.17 9 5/8 EHS A1a T4a 25.44 3.25 13 5/8 EHS A1a T4b 25.44 3.26 13 5/8 EHS A1b T4 25.44 2.24 9 5/8 EHS A1b T4a 25.44 2.21 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M1 A1 29 25.44 3.93 1579.79 5/8 EHS A1a 29b 25.44 4.01 16 5/8 EHS A1b 29a 25.44 3.92 15 5/8 EHS A1 57 47.82 6.64 14159.79 7/8 EHS A1a 57b 47.82 7.04 15 7/8 EHS A1b 57a 47.82 6.37 13 7/8 EHS A1 T3 25.44 3.38 13219.79 5/8 EHS A1 T3b 25.44 3.49 14 5/8 EHS A1a T3a 25.44 3.82 15 5/8 EHS A1a T3b 25.44 3.89 15 5/8 EHS A1b T3 25.44 3.02 12 5/8 EHS A1b T3a 25.44 3.06 12 5/8 EHS A1 T4 25.44 2.55 10276.00 5/8 EHS A1 T4b 25.44 2.50 10 5/8 EHS A1a T4a 25.44 3.03 12 5/8 EHS A1a T4b 25.44 3.01 12 5/8 EHS A1b T4 25.44 2.10 8 5/8 EHS A1b T4a 25.44 2.07 8 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M2 A1 29 25.44 3.92 1579.79 5/8 EHS A1a 29b 25.44 3.96 16 5/8 EHS A1b 29a 25.44 3.98 16 5/8 EHS A1 57 47.82 6.63 14159.79 7/8 EHS A1a 57b 47.82 6.74 14 7/8 EHS A1b 57a 47.82 6.65 14 7/8 EHS A1 T3 25.44 3.35 13219.79 5/8 EHS A1 T3b 25.44 3.52 14 5/8 EHS A1a T3a 25.44 3.73 15 5/8 EHS A1a T3b 25.44 3.83 15 5/8 EHS A1b T3 25.44 3.06 12 5/8 EHS A1b T3a 25.44 3.12 12 5/8 EHS A1 T4 25.44 2.55 10276.00 5/8 EHS A1 T4b 25.44 2.53 10 5/8 EHS A1a T4a 25.44 3.16 12 5/8 EHS A1a T4b 25.44 3.17 12 5/8 EHS A1b T4 25.44 1.99 8 5/8 EHS A1b T4a 25.44 1.98 8 5/8 EHS (1.2 + 0.2Sds) * DL + E 120 deg M1 A1 29 25.44 3.99 1679.79 5/8 EHS A1a 29b 25.44 3.97 16 5/8 EHS A1b 29a 25.44 3.91 15 5/8 EHS A1 57 47.82 6.90 14159.79 7/8 EHS A1a 57b 47.82 6.85 14 7/8 EHS A1b 57a 47.82 6.30 13 7/8 EHS Page 41 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1 T3 25.44 3.64 14219.79 5/8 EHS A1 T3b 25.44 3.75 15 5/8 EHS A1a T3a 25.44 3.63 14 5/8 EHS A1a T3b 25.44 3.73 15 5/8 EHS A1b T3 25.44 2.96 12 5/8 EHS A1b T3a 25.44 2.96 12 5/8 EHS A1 T4 25.44 2.84 11276.00 5/8 EHS A1 T4b 25.44 2.80 11 5/8 EHS A1a T4a 25.44 2.83 11 5/8 EHS A1a T4b 25.44 2.79 11 5/8 EHS A1b T4 25.44 2.01 8 5/8 EHS A1b T4a 25.44 2.01 8 5/8 EHS (1.2 + 0.2Sds) * DL + E 120 deg M2 A1 29 25.44 3.95 1679.79 5/8 EHS A1a 29b 25.44 3.93 15 5/8 EHS A1b 29a 25.44 3.98 16 5/8 EHS A1 57 47.82 6.72 14159.79 7/8 EHS A1a 57b 47.82 6.67 14 7/8 EHS A1b 57a 47.82 6.63 14 7/8 EHS A1 T3 25.44 3.58 14219.79 5/8 EHS A1 T3b 25.44 3.74 15 5/8 EHS A1a T3a 25.44 3.56 14 5/8 EHS A1a T3b 25.44 3.72 15 5/8 EHS A1b T3 25.44 3.02 12 5/8 EHS A1b T3a 25.44 3.02 12 5/8 EHS A1 T4 25.44 2.91 11276.00 5/8 EHS A1 T4b 25.44 2.91 11 5/8 EHS A1a T4a 25.44 2.90 11 5/8 EHS A1a T4b 25.44 2.89 11 5/8 EHS A1b T4 25.44 1.90 7 5/8 EHS A1b T4a 25.44 1.90 7 5/8 EHS (1.2 + 0.2Sds) * DL + E 180 deg M1 A1 29 25.44 4.05 1679.79 5/8 EHS A1a 29b 25.44 3.86 15 5/8 EHS A1b 29a 25.44 3.96 16 5/8 EHS A1 57 47.82 7.15 15159.79 7/8 EHS A1a 57b 47.82 6.34 13 7/8 EHS A1b 57a 47.82 6.56 14 7/8 EHS A1 T3 25.44 3.93 15219.79 5/8 EHS A1 T3b 25.44 3.94 15 5/8 EHS A1a T3a 25.44 3.11 12 5/8 EHS A1a T3b 25.44 3.18 13 5/8 EHS A1b T3 25.44 3.27 13 5/8 EHS A1b T3a 25.44 3.20 13 5/8 EHS A1 T4 25.44 3.10 12276.00 5/8 EHS A1 T4b 25.44 3.12 12 5/8 EHS A1a T4a 25.44 2.24 9 5/8 EHS A1a T4b 25.44 2.20 9 5/8 EHS A1b T4 25.44 2.25 9 5/8 EHS A1b T4a 25.44 2.31 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 180 deg M2 A1 29 25.44 3.98 1679.79 5/8 EHS A1a 29b 25.44 3.89 15 5/8 EHS A1b 29a 25.44 3.99 16 5/8 EHS A1 57 47.82 6.81 14159.79 7/8 EHS A1a 57b 47.82 6.49 14 7/8 EHS A1b 57a 47.82 6.72 14 7/8 EHS A1 T3 25.44 3.84 15219.79 5/8 EHS A1 T3b 25.44 3.85 15 5/8 EHS Page 42 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1a T3a 25.44 3.12 12 5/8 EHS A1a T3b 25.44 3.25 13 5/8 EHS A1b T3 25.44 3.33 13 5/8 EHS A1b T3a 25.44 3.21 13 5/8 EHS A1 T4 25.44 3.26 13276.00 5/8 EHS A1 T4b 25.44 3.28 13 5/8 EHS A1a T4a 25.44 2.18 9 5/8 EHS A1a T4b 25.44 2.16 8 5/8 EHS A1b T4 25.44 2.21 9 5/8 EHS A1b T4a 25.44 2.24 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 210 deg M1 A1 29 25.44 4.03 1679.79 5/8 EHS A1a 29b 25.44 3.82 15 5/8 EHS A1b 29a 25.44 4.01 16 5/8 EHS A1 57 47.82 7.07 15159.79 7/8 EHS A1a 57b 47.82 6.15 13 7/8 EHS A1b 57a 47.82 6.82 14 7/8 EHS A1 T3 25.44 3.89 15219.79 5/8 EHS A1 T3b 25.44 3.84 15 5/8 EHS A1a T3a 25.44 2.92 11 5/8 EHS A1a T3b 25.44 2.96 12 5/8 EHS A1b T3 25.44 3.55 14 5/8 EHS A1b T3a 25.44 3.46 14 5/8 EHS A1 T4 25.44 3.01 12276.00 5/8 EHS A1 T4b 25.44 3.05 12 5/8 EHS A1a T4a 25.44 2.03 8 5/8 EHS A1a T4b 25.44 2.01 8 5/8 EHS A1b T4 25.44 2.54 10 5/8 EHS A1b T4a 25.44 2.60 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 210 deg M2 A1 29 25.44 3.98 1679.79 5/8 EHS A1a 29b 25.44 3.87 15 5/8 EHS A1b 29a 25.44 4.01 16 5/8 EHS A1 57 47.82 6.78 14159.79 7/8 EHS A1a 57b 47.82 6.43 13 7/8 EHS A1b 57a 47.82 6.81 14 7/8 EHS A1 T3 25.44 3.84 15219.79 5/8 EHS A1 T3b 25.44 3.75 15 5/8 EHS A1a T3a 25.44 2.96 12 5/8 EHS A1a T3b 25.44 3.03 12 5/8 EHS A1b T3 25.44 3.59 14 5/8 EHS A1b T3a 25.44 3.43 13 5/8 EHS A1 T4 25.44 3.16 12276.00 5/8 EHS A1 T4b 25.44 3.18 12 5/8 EHS A1a T4a 25.44 1.93 8 5/8 EHS A1a T4b 25.44 1.92 8 5/8 EHS A1b T4 25.44 2.56 10 5/8 EHS A1b T4a 25.44 2.59 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 240 deg M1 A1 29 25.44 3.98 1679.79 5/8 EHS A1a 29b 25.44 3.81 15 5/8 EHS A1b 29a 25.44 4.07 16 5/8 EHS A1 57 47.82 6.88 14159.79 7/8 EHS A1a 57b 47.82 6.07 13 7/8 EHS A1b 57a 47.82 7.08 15 7/8 EHS A1 T3 25.44 3.72 15219.79 5/8 EHS A1 T3b 25.44 3.64 14 5/8 EHS A1a T3a 25.44 2.86 11 5/8 EHS A1a T3b 25.44 2.86 11 5/8 EHS Page 43 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1b T3 25.44 3.81 15 5/8 EHS A1b T3a 25.44 3.72 15 5/8 EHS A1 T4 25.44 2.78 11276.00 5/8 EHS A1 T4b 25.44 2.84 11 5/8 EHS A1a T4a 25.44 1.95 8 5/8 EHS A1a T4b 25.44 1.96 8 5/8 EHS A1b T4 25.44 2.84 11 5/8 EHS A1b T4a 25.44 2.89 11 5/8 EHS (1.2 + 0.2Sds) * DL + E 240 deg M2 A1 29 25.44 3.95 1679.79 5/8 EHS A1a 29b 25.44 3.87 15 5/8 EHS A1b 29a 25.44 4.04 16 5/8 EHS A1 57 47.82 6.70 14159.79 7/8 EHS A1a 57b 47.82 6.40 13 7/8 EHS A1b 57a 47.82 6.90 14 7/8 EHS A1 T3 25.44 3.72 15219.79 5/8 EHS A1 T3b 25.44 3.57 14 5/8 EHS A1a T3a 25.44 2.92 11 5/8 EHS A1a T3b 25.44 2.92 11 5/8 EHS A1b T3 25.44 3.81 15 5/8 EHS A1b T3a 25.44 3.65 14 5/8 EHS A1 T4 25.44 2.88 11276.00 5/8 EHS A1 T4b 25.44 2.91 11 5/8 EHS A1a T4a 25.44 1.84 7 5/8 EHS A1a T4b 25.44 1.85 7 5/8 EHS A1b T4 25.44 2.94 12 5/8 EHS A1b T4a 25.44 2.96 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 300 deg M1 A1 29 25.44 3.87 1579.79 5/8 EHS A1a 29b 25.44 3.85 15 5/8 EHS A1b 29a 25.44 4.13 16 5/8 EHS A1 57 47.82 6.36 13159.79 7/8 EHS A1a 57b 47.82 6.32 13 7/8 EHS A1b 57a 47.82 7.34 15 7/8 EHS A1 T3 25.44 3.18 12219.79 5/8 EHS A1 T3b 25.44 3.11 12 5/8 EHS A1a T3a 25.44 3.16 12 5/8 EHS A1a T3b 25.44 3.10 12 5/8 EHS A1b T3 25.44 4.01 16 5/8 EHS A1b T3a 25.44 4.01 16 5/8 EHS A1 T4 25.44 2.19 9276.00 5/8 EHS A1 T4b 25.44 2.25 9 5/8 EHS A1a T4a 25.44 2.18 9 5/8 EHS A1a T4b 25.44 2.24 9 5/8 EHS A1b T4 25.44 3.16 12 5/8 EHS A1b T4a 25.44 3.16 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 300 deg M2 A1 29 25.44 3.90 1579.79 5/8 EHS A1a 29b 25.44 3.89 15 5/8 EHS A1b 29a 25.44 4.07 16 5/8 EHS A1 57 47.82 6.53 14159.79 7/8 EHS A1a 57b 47.82 6.49 14 7/8 EHS A1b 57a 47.82 7.00 15 7/8 EHS A1 T3 25.44 3.24 13219.79 5/8 EHS A1 T3b 25.44 3.13 12 5/8 EHS A1a T3a 25.44 3.23 13 5/8 EHS A1a T3b 25.44 3.11 12 5/8 EHS A1b T3 25.44 3.93 15 5/8 EHS A1b T3a 25.44 3.93 15 5/8 EHS Page 44 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1 T4 25.44 2.14 8276.00 5/8 EHS A1 T4b 25.44 2.19 9 5/8 EHS A1a T4a 25.44 2.14 8 5/8 EHS A1a T4b 25.44 2.18 9 5/8 EHS A1b T4 25.44 3.32 13 5/8 EHS A1b T4a 25.44 3.32 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 330 deg M1 A1 29 25.44 3.84 1579.79 5/8 EHS A1a 29b 25.44 3.91 15 5/8 EHS A1b 29a 25.44 4.11 16 5/8 EHS A1 57 47.82 6.17 13159.79 7/8 EHS A1a 57b 47.82 6.58 14 7/8 EHS A1b 57a 47.82 7.27 15 7/8 EHS A1 T3 25.44 2.96 12219.79 5/8 EHS A1 T3b 25.44 2.93 12 5/8 EHS A1a T3a 25.44 3.45 14 5/8 EHS A1a T3b 25.44 3.36 13 5/8 EHS A1b T3 25.44 3.92 15 5/8 EHS A1b T3a 25.44 3.98 16 5/8 EHS A1 T4 25.44 2.01 8276.00 5/8 EHS A1 T4b 25.44 2.05 8 5/8 EHS A1a T4a 25.44 2.47 10 5/8 EHS A1a T4b 25.44 2.54 10 5/8 EHS A1b T4 25.44 3.10 12 5/8 EHS A1b T4a 25.44 3.07 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 330 deg M2 A1 29 25.44 3.89 1579.79 5/8 EHS A1a 29b 25.44 3.91 15 5/8 EHS A1b 29a 25.44 4.06 16 5/8 EHS A1 57 47.82 6.46 14159.79 7/8 EHS A1a 57b 47.82 6.57 14 7/8 EHS A1b 57a 47.82 6.97 15 7/8 EHS A1 T3 25.44 3.03 12219.79 5/8 EHS A1 T3b 25.44 2.97 12 5/8 EHS A1a T3a 25.44 3.49 14 5/8 EHS A1a T3b 25.44 3.33 13 5/8 EHS A1b T3 25.44 3.83 15 5/8 EHS A1b T3a 25.44 3.93 15 5/8 EHS A1 T4 25.44 1.92 8276.00 5/8 EHS A1 T4b 25.44 1.95 8 5/8 EHS A1a T4a 25.44 2.49 10 5/8 EHS A1a T4b 25.44 2.53 10 5/8 EHS A1b T4 25.44 3.22 13 5/8 EHS A1b T4a 25.44 3.22 13 5/8 EHS 1.0D + 1.0W Service Normal A1 29 25.44 1.91 779.79 5/8 EHS A1a 29b 25.44 5.27 21 5/8 EHS A1b 29a 25.44 5.41 21 5/8 EHS A1 57 47.82 3.22 7159.79 7/8 EHS A1a 57b 47.82 8.89 19 7/8 EHS A1b 57a 47.82 9.20 19 7/8 EHS A1 T3 25.44 1.36 5219.79 5/8 EHS A1 T3b 25.44 1.37 5 5/8 EHS A1a T3a 25.44 4.58 18 5/8 EHS A1a T3b 25.44 4.65 18 5/8 EHS A1b T3 25.44 4.78 19 5/8 EHS A1b T3a 25.44 4.72 19 5/8 EHS A1 T4 25.44 0.41 2276.00 5/8 EHS A1 T4b 25.44 0.41 2 5/8 EHS Page 45 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1a T4a 25.44 3.59 14 5/8 EHS A1a T4b 25.44 4.02 16 5/8 EHS A1b T4 25.44 4.10 16 5/8 EHS A1b T4a 25.44 3.68 14 5/8 EHS 1.0D + 1.0W Service 60 deg A1 29 25.44 3.00 1279.79 5/8 EHS A1a 29b 25.44 6.16 24 5/8 EHS A1b 29a 25.44 3.07 12 5/8 EHS A1 57 47.82 5.05 11159.79 7/8 EHS A1a 57b 47.82 10.69 22 7/8 EHS A1b 57a 47.82 5.19 11 7/8 EHS A1 T3 25.44 2.62 10219.79 5/8 EHS A1 T3b 25.44 2.62 10 5/8 EHS A1a T3a 25.44 5.86 23 5/8 EHS A1a T3b 25.44 5.86 23 5/8 EHS A1b T3 25.44 2.68 11 5/8 EHS A1b T3a 25.44 2.67 11 5/8 EHS A1 T4 25.44 2.05 8276.00 5/8 EHS A1 T4b 25.44 1.82 7 5/8 EHS A1a T4a 25.44 5.10 20 5/8 EHS A1a T4b 25.44 5.11 20 5/8 EHS A1b T4 25.44 2.10 8 5/8 EHS A1b T4a 25.44 1.86 7 5/8 EHS 1.0D + 1.0W Service 90 deg A1 29 25.44 4.13 1679.79 5/8 EHS A1a 29b 25.44 5.96 23 5/8 EHS A1b 29a 25.44 2.30 9 5/8 EHS A1 57 47.82 6.97 15159.79 7/8 EHS A1a 57b 47.82 10.25 21 7/8 EHS A1b 57a 47.82 3.87 8 7/8 EHS A1 T3 25.44 3.69 15219.79 5/8 EHS A1 T3b 25.44 3.68 14 5/8 EHS A1a T3a 25.44 5.52 22 5/8 EHS A1a T3b 25.44 5.57 22 5/8 EHS A1b T3 25.44 1.78 7 5/8 EHS A1b T3a 25.44 1.77 7 5/8 EHS A1 T4 25.44 3.09 12276.00 5/8 EHS A1 T4b 25.44 2.75 11 5/8 EHS A1a T4a 25.44 4.87 19 5/8 EHS A1a T4b 25.44 4.67 18 5/8 EHS A1b T4 25.44 1.17 5 5/8 EHS A1b T4a 25.44 1.02 4 5/8 EHS 1.0D + 1.0W Service 120 deg A1 29 25.44 5.34 2179.79 5/8 EHS A1a 29b 25.44 5.31 21 5/8 EHS A1b 29a 25.44 1.99 8 5/8 EHS A1 57 47.82 9.03 19159.79 7/8 EHS A1a 57b 47.82 8.98 19 7/8 EHS A1b 57a 47.82 3.38 7 7/8 EHS A1 T3 25.44 4.70 18219.79 5/8 EHS A1 T3b 25.44 4.63 18 5/8 EHS A1a T3a 25.44 4.68 18 5/8 EHS A1a T3b 25.44 4.61 18 5/8 EHS A1b T3 25.44 1.47 6 5/8 EHS A1b T3a 25.44 1.47 6 5/8 EHS A1 T4 25.44 4.04 16276.00 5/8 EHS A1 T4b 25.44 3.61 14 5/8 EHS A1a T4a 25.44 4.02 16 5/8 EHS A1a T4b 25.44 3.60 14 5/8 EHS Page 46 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 A1b T4 25.44 0.40 2 5/8 EHS A1b T4a 25.44 0.40 2 5/8 EHS 1.0D + 1.0W Service 180 deg A1 29 25.44 6.18 2479.79 5/8 EHS A1a 29b 25.44 2.98 12 5/8 EHS A1b 29a 25.44 3.06 12 5/8 EHS A1 57 47.82 10.74 22159.79 7/8 EHS A1a 57b 47.82 5.00 10 7/8 EHS A1b 57a 47.82 5.17 11 7/8 EHS A1 T3 25.44 5.88 23219.79 5/8 EHS A1 T3b 25.44 5.88 23 5/8 EHS A1a T3a 25.44 2.59 10 5/8 EHS A1a T3b 25.44 2.59 10 5/8 EHS A1b T3 25.44 2.66 10 5/8 EHS A1b T3a 25.44 2.67 10 5/8 EHS A1 T4 25.44 5.12 20276.00 5/8 EHS A1 T4b 25.44 5.13 20 5/8 EHS A1a T4a 25.44 2.04 8 5/8 EHS A1a T4b 25.44 1.80 7 5/8 EHS A1b T4 25.44 1.85 7 5/8 EHS A1b T4a 25.44 2.09 8 5/8 EHS 1.0D + 1.0W Service 210 deg A1 29 25.44 5.95 2379.79 5/8 EHS A1a 29b 25.44 2.20 9 5/8 EHS A1b 29a 25.44 4.19 16 5/8 EHS A1 57 47.82 10.24 21159.79 7/8 EHS A1a 57b 47.82 3.68 8 7/8 EHS A1b 57a 47.82 7.09 15 7/8 EHS A1 T3 25.44 5.56 22219.79 5/8 EHS A1 T3b 25.44 5.51 22 5/8 EHS A1a T3a 25.44 1.69 7 5/8 EHS A1a T3b 25.44 1.68 7 5/8 EHS A1b T3 25.44 3.72 15 5/8 EHS A1b T3a 25.44 3.74 15 5/8 EHS A1 T4 25.44 4.66 18276.00 5/8 EHS A1 T4b 25.44 4.88 19 5/8 EHS A1a T4a 25.44 1.12 4 5/8 EHS A1a T4b 25.44 0.98 4 5/8 EHS A1b T4 25.44 2.79 11 5/8 EHS A1b T4a 25.44 3.13 12 5/8 EHS 1.0D + 1.0W Service 240 deg A1 29 25.44 5.29 2179.79 5/8 EHS A1a 29b 25.44 1.89 7 5/8 EHS A1b 29a 25.44 5.40 21 5/8 EHS A1 57 47.82 8.92 19159.79 7/8 EHS A1a 57b 47.82 3.19 7 7/8 EHS A1b 57a 47.82 9.18 19 7/8 EHS A1 T3 25.44 4.60 18219.79 5/8 EHS A1 T3b 25.44 4.67 18 5/8 EHS A1a T3a 25.44 1.34 5 5/8 EHS A1a T3b 25.44 1.35 5 5/8 EHS A1b T3 25.44 4.71 19 5/8 EHS A1b T3a 25.44 4.78 19 5/8 EHS A1 T4 25.44 3.60 14276.00 5/8 EHS A1 T4b 25.44 4.03 16 5/8 EHS A1a T4a 25.44 0.41 2 5/8 EHS A1a T4b 25.44 0.42 2 5/8 EHS A1b T4 25.44 3.68 14 5/8 EHS A1b T4a 25.44 4.10 16 5/8 EHS Page 47 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 1.0D + 1.0W Service 300 deg A1 29 25.44 2.95 1279.79 5/8 EHS A1a 29b 25.44 2.93 12 5/8 EHS A1b 29a 25.44 6.27 25 5/8 EHS A1 57 47.82 4.92 10159.79 7/8 EHS A1a 57b 47.82 4.89 10 7/8 EHS A1b 57a 47.82 10.95 23 7/8 EHS A1 T3 25.44 2.54 10219.79 5/8 EHS A1 T3b 25.44 2.56 10 5/8 EHS A1a T3a 25.44 2.53 10 5/8 EHS A1a T3b 25.44 2.55 10 5/8 EHS A1b T3 25.44 5.97 23 5/8 EHS A1b T3a 25.44 5.97 23 5/8 EHS A1 T4 25.44 1.78 7276.00 5/8 EHS A1 T4b 25.44 2.03 8 5/8 EHS A1a T4a 25.44 1.77 7 5/8 EHS A1a T4b 25.44 2.02 8 5/8 EHS A1b T4 25.44 5.19 20 5/8 EHS A1b T4a 25.44 5.19 20 5/8 EHS 1.0D + 1.0W Service 330 deg A1 29 25.44 2.19 979.79 5/8 EHS A1a 29b 25.44 4.06 16 5/8 EHS A1b 29a 25.44 6.05 24 5/8 EHS A1 57 47.82 3.65 8159.79 7/8 EHS A1a 57b 47.82 6.80 14 7/8 EHS A1b 57a 47.82 10.49 22 7/8 EHS A1 T3 25.44 1.65 6219.79 5/8 EHS A1 T3b 25.44 1.68 7 5/8 EHS A1a T3a 25.44 3.59 14 5/8 EHS A1a T3b 25.44 3.62 14 5/8 EHS A1b T3 25.44 5.62 22 5/8 EHS A1b T3a 25.44 5.67 22 5/8 EHS A1 T4 25.44 0.97 4276.00 5/8 EHS A1 T4b 25.44 1.12 4 5/8 EHS A1a T4a 25.44 2.70 11 5/8 EHS A1a T4b 25.44 3.05 12 5/8 EHS A1b T4 25.44 4.95 19 5/8 EHS A1b T4a 25.44 4.74 19 5/8 EHS Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W 330 deg A1b 29a 25.44 15.08 5979.79 5/8 EHS 1.2D + 1.6W 330 deg A1b 57a 47.82 29.63 62159.79 7/8 EHS 1.2D + 1.6W 330 deg A1b T3a 25.44 17.98 71219.79 5/8 EHS Page 48 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 1.2D + 1.6W 330 deg A1b T4 25.44 16.15 63276.00 5/8 EHS Page 49 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 95 mph Normal to Face with No Ice 1.646 0.8620200.21 -0.0178 0.8621 95 mph Normal to Face with No Ice 1.704 0.8690204.14 -0.0184 0.8691 95 mph Normal to Face with No Ice 1.956 1.2144219.79 -0.0206 1.2145 95 mph Normal to Face with No Ice 2.297 1.3073235.88 -0.0230 1.3083 95 mph Normal to Face with No Ice 2.888 1.5041260.00 -0.0265 1.5043 95 mph Normal to Face with No Ice 3.297 2.4722276.00 -0.0280 2.4724 95 mph Normal to Face with No Ice 3.411 1.9595280.21 -0.0286 1.9607 95 mph Normal to Face with No Ice 3.838 1.5672295.88 -0.0285 1.5684 95 mph 60 degree with No Ice 0.827 0.4235200.21 -0.0001 0.4237 95 mph 60 degree with No Ice 0.854 0.4175204.14 0.0009 0.4176 95 mph 60 degree with No Ice 0.978 0.6755219.79 0.0048 0.6756 95 mph 60 degree with No Ice 1.165 0.7236235.88 0.0095 0.7243 95 mph 60 degree with No Ice 1.495 0.8145260.00 0.0156 0.8156 95 mph 60 degree with No Ice 1.719 1.4185276.00 0.0018 1.4188 95 mph 60 degree with No Ice 1.785 1.3812280.21 0.0149 1.3813 95 mph 60 degree with No Ice 2.028 0.9052295.88 0.0117 0.9053 95 mph 90 degree with No Ice 1.338 0.7110200.21 -0.0255 0.7125 95 mph 90 degree with No Ice 1.386 0.7156204.14 -0.0271 0.7175 95 mph 90 degree with No Ice 1.594 1.0138219.79 -0.0344 1.0161 95 mph 90 degree with No Ice 1.880 1.0966235.88 -0.0417 1.0974 95 mph 90 degree with No Ice 2.376 1.2607260.00 -0.0521 1.2655 95 mph 90 degree with No Ice 2.719 2.1715276.00 -0.0884 2.1745 95 mph 90 degree with No Ice 2.816 1.7434280.21 -0.0649 1.7481 95 mph 90 degree with No Ice 3.175 1.3248295.88 -0.0702 1.3303 95 mph 120 degree with No Ice 1.581 0.8419200.21 0.0160 0.8419 95 mph 120 degree with No Ice 1.637 0.8502204.14 0.0176 0.8502 95 mph 120 degree with No Ice 1.884 1.1949219.79 0.0247 1.1949 95 mph 120 degree with No Ice 2.220 1.2870235.88 0.0306 1.2874 95 mph 120 degree with No Ice 2.802 1.4825260.00 0.0406 1.4825 95 mph 120 degree with No Ice 3.205 2.4557276.00 0.0087 2.4557 95 mph 120 degree with No Ice 3.317 1.9351280.21 0.0461 1.9356 95 mph 120 degree with No Ice 3.739 1.5475295.88 0.0380 1.5480 95 mph 180 degree with No Ice 0.841 0.4293200.21 0.0254 0.4295 95 mph 180 degree with No Ice 0.869 0.4228204.14 0.0267 0.4230 95 mph 180 degree with No Ice 0.994 0.6813219.79 0.0318 0.6815 95 mph 180 degree with No Ice 1.183 0.7297235.88 0.0378 0.7306 95 mph 180 degree with No Ice 1.515 0.8212260.00 0.0459 0.8225 95 mph 180 degree with No Ice 1.741 1.4231276.00 0.0331 1.4234 95 mph 180 degree with No Ice 1.807 1.3884280.21 0.0464 1.3885 95 mph 180 degree with No Ice 2.052 0.9110295.88 0.0431 0.9111 95 mph 210 degree with No Ice 1.382 0.7227200.21 -0.0342 0.7235 95 mph 210 degree with No Ice 1.430 0.7267204.14 -0.0380 0.7277 95 mph 210 degree with No Ice 1.642 1.0244219.79 -0.0543 1.0258 95 mph 210 degree with No Ice 1.930 1.1077235.88 -0.0692 1.1080 95 mph 210 degree with No Ice 2.431 1.2719260.00 -0.0924 1.2754 95 mph 210 degree with No Ice 2.777 2.1742276.00 -0.0779 2.1764 95 mph 210 degree with No Ice 2.875 1.7554280.21 -0.1117 1.7590 95 mph 210 degree with No Ice 3.237 1.3346295.88 -0.1048 1.3387 95 mph 240 degree with No Ice 1.660 0.8662200.21 0.0273 0.8663 95 mph 240 degree with No Ice 1.717 0.8729204.14 0.0294 0.8730 95 mph 240 degree with No Ice 1.971 1.2185219.79 0.0379 1.2186 95 mph 240 degree with No Ice 2.313 1.3116235.88 0.0453 1.3123 95 mph 240 degree with No Ice 2.906 1.5087260.00 0.0576 1.5088 95 mph 240 degree with No Ice 3.316 2.4757276.00 0.0262 2.4758 95 mph 240 degree with No Ice 3.430 1.9641280.21 0.0645 1.9651 Page 50 9/14/2017 6:37:04 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 95 mph 240 degree with No Ice 3.858 1.5713295.88 0.0562 1.5723 95 mph 300 degree with No Ice 0.907 0.4551200.21 -0.0145 0.4551 95 mph 300 degree with No Ice 0.936 0.4462204.14 -0.0157 0.4462 95 mph 300 degree with No Ice 1.068 0.7072219.79 -0.0204 0.7072 95 mph 300 degree with No Ice 1.264 0.7569235.88 -0.0262 0.7573 95 mph 300 degree with No Ice 1.608 0.8496260.00 -0.0337 0.8503 95 mph 300 degree with No Ice 1.841 1.4193276.00 -0.0200 1.4194 95 mph 300 degree with No Ice 1.909 1.4199280.21 -0.0339 1.4199 95 mph 300 degree with No Ice 2.161 0.9365295.88 -0.0305 0.9365 95 mph 330 degree with No Ice 1.431 0.7417200.21 -0.0642 0.7443 95 mph 330 degree with No Ice 1.481 0.7440204.14 -0.0687 0.7471 95 mph 330 degree with No Ice 1.697 1.0445219.79 -0.0878 1.0481 95 mph 330 degree with No Ice 1.991 1.1283235.88 -0.1074 1.1299 95 mph 330 degree with No Ice 2.501 1.2951260.00 -0.1359 1.3022 95 mph 330 degree with No Ice 2.853 2.1972276.00 -0.1411 2.2017 95 mph 330 degree with No Ice 2.953 1.7815280.21 -0.1520 1.7880 95 mph 330 degree with No Ice 3.320 1.3558295.88 -0.1491 1.3637 30 mph Normal with 0.75 in Radial Ice 0.098 0.0127200.21 -0.0022 0.0133 30 mph Normal with 0.75 in Radial Ice 0.098 0.0136204.14 -0.0023 0.0137 30 mph Normal with 0.75 in Radial Ice 0.100 0.0324219.79 -0.0025 0.0325 30 mph Normal with 0.75 in Radial Ice 0.108 0.0322235.88 -0.0027 0.0328 30 mph Normal with 0.75 in Radial Ice 0.122 0.0451260.00 0.0035 0.0452 30 mph Normal with 0.75 in Radial Ice 0.130 1.4142276.00 0.0036 1.4142 30 mph Normal with 0.75 in Radial Ice 0.134 0.2835280.21 0.0033 0.2836 30 mph Normal with 0.75 in Radial Ice 0.144 0.0411295.88 -0.0032 0.0418 30 mph 60 deg with 0.75 in Radial Ice 0.085 0.0270200.21 0.0000 0.0270 30 mph 60 deg with 0.75 in Radial Ice 0.086 0.0278204.14 0.0002 0.0278 30 mph 60 deg with 0.75 in Radial Ice 0.094 0.0498219.79 0.0008 0.0498 30 mph 60 deg with 0.75 in Radial Ice 0.108 0.0558235.88 0.0014 0.0558 30 mph 60 deg with 0.75 in Radial Ice 0.133 0.0675260.00 0.0024 0.0676 30 mph 60 deg with 0.75 in Radial Ice 0.149 1.3925276.00 0.0017 1.3925 30 mph 60 deg with 0.75 in Radial Ice 0.155 0.3335280.21 0.0023 0.3335 30 mph 60 deg with 0.75 in Radial Ice 0.172 0.0720295.88 0.0021 0.0720 30 mph 90 deg with 0.75 in Radial Ice 0.074 0.0200200.21 0.0115 0.0218 30 mph 90 deg with 0.75 in Radial Ice 0.075 0.0218204.14 0.0116 0.0248 30 mph 90 deg with 0.75 in Radial Ice 0.080 0.0378219.79 0.0121 0.0386 30 mph 90 deg with 0.75 in Radial Ice 0.090 0.0431235.88 0.0128 0.0436 30 mph 90 deg with 0.75 in Radial Ice 0.109 0.0529260.00 0.0138 0.0543 30 mph 90 deg with 0.75 in Radial Ice 0.121 1.3970276.00 0.0134 1.3970 30 mph 90 deg with 0.75 in Radial Ice 0.125 0.3152280.21 0.0136 0.3153 30 mph 90 deg with 0.75 in Radial Ice 0.139 0.0569295.88 0.0133 0.0572 30 mph 120 deg with 0.75 in Radial Ice 0.071 0.0030200.21 0.0021 0.0036 30 mph 120 deg with 0.75 in Radial Ice 0.070 0.0058204.14 0.0023 0.0058 30 mph 120 deg with 0.75 in Radial Ice 0.070 0.0249219.79 0.0031 0.0249 30 mph 120 deg with 0.75 in Radial Ice 0.075 0.0244235.88 0.0039 0.0247 30 mph 120 deg with 0.75 in Radial Ice 0.087 0.0368260.00 0.0052 0.0368 30 mph 120 deg with 0.75 in Radial Ice 0.093 1.4001276.00 0.0054 1.4001 30 mph 120 deg with 0.75 in Radial Ice 0.096 0.2739280.21 0.0051 0.2739 30 mph 120 deg with 0.75 in Radial Ice 0.104 0.0348295.88 0.0049 0.0351 30 mph 180 deg with 0.75 in Radial Ice 0.091 0.0289200.21 0.0037 0.0290 30 mph 180 deg with 0.75 in Radial Ice 0.093 0.0293204.14 0.0039 0.0293 30 mph 180 deg with 0.75 in Radial Ice 0.101 0.0512219.79 0.0048 0.0512 30 mph 180 deg with 0.75 in Radial Ice 0.115 0.0572235.88 0.0058 0.0572 30 mph 180 deg with 0.75 in Radial Ice 0.140 0.0690260.00 0.0072 0.0691 30 mph 180 deg with 0.75 in Radial Ice 0.157 1.3960276.00 0.0068 1.3960 30 mph 180 deg with 0.75 in Radial Ice 0.163 0.3353280.21 0.0074 0.3353 30 mph 180 deg with 0.75 in Radial Ice 0.181 0.0729295.88 0.0071 0.0729 30 mph 210 deg with 0.75 in Radial Ice 0.095 0.0214200.21 0.0146 0.0241 30 mph 210 deg with 0.75 in Radial Ice 0.096 0.0219204.14 0.0147 0.0256 30 mph 210 deg with 0.75 in Radial Ice 0.100 0.0419219.79 0.0155 0.0433 30 mph 210 deg with 0.75 in Radial Ice 0.111 0.0463235.88 0.0164 0.0476 30 mph 210 deg with 0.75 in Radial Ice 0.131 0.0579260.00 0.0178 0.0587 Page 51 9/14/2017 6:37:05 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 30 mph 210 deg with 0.75 in Radial Ice 0.143 1.4009276.00 0.0174 1.4010 30 mph 210 deg with 0.75 in Radial Ice 0.147 0.3189280.21 0.0177 0.3190 30 mph 210 deg with 0.75 in Radial Ice 0.162 0.0598295.88 0.0173 0.0604 30 mph 240 deg with 0.75 in Radial Ice 0.103 0.0138200.21 0.0036 0.0142 30 mph 240 deg with 0.75 in Radial Ice 0.103 0.0148204.14 0.0038 0.0149 30 mph 240 deg with 0.75 in Radial Ice 0.106 0.0339219.79 0.0048 0.0340 30 mph 240 deg with 0.75 in Radial Ice 0.113 0.0338235.88 0.0058 0.0343 30 mph 240 deg with 0.75 in Radial Ice 0.129 0.0468260.00 0.0074 0.0469 30 mph 240 deg with 0.75 in Radial Ice 0.137 1.4143276.00 0.0076 1.4144 30 mph 240 deg with 0.75 in Radial Ice 0.141 0.2843280.21 0.0074 0.2844 30 mph 240 deg with 0.75 in Radial Ice 0.151 0.0424295.88 0.0072 0.0430 30 mph 300 deg with 0.75 in Radial Ice 0.117 0.0370200.21 -0.0024 0.0370 30 mph 300 deg with 0.75 in Radial Ice 0.119 0.0350204.14 -0.0026 0.0350 30 mph 300 deg with 0.75 in Radial Ice 0.129 0.0573219.79 -0.0035 0.0573 30 mph 300 deg with 0.75 in Radial Ice 0.144 0.0633235.88 -0.0045 0.0633 30 mph 300 deg with 0.75 in Radial Ice 0.173 0.0744260.00 -0.0060 0.0746 30 mph 300 deg with 0.75 in Radial Ice 0.190 1.4114276.00 -0.0055 1.4114 30 mph 300 deg with 0.75 in Radial Ice 0.197 0.3433280.21 -0.0061 0.3433 30 mph 300 deg with 0.75 in Radial Ice 0.216 0.0770295.88 -0.0058 0.0770 30 mph 330 deg with 0.75 in Radial Ice 0.109 0.0295200.21 0.0114 0.0306 30 mph 330 deg with 0.75 in Radial Ice 0.111 0.0280204.14 0.0116 0.0303 30 mph 330 deg with 0.75 in Radial Ice 0.117 0.0460219.79 0.0122 0.0464 30 mph 330 deg with 0.75 in Radial Ice 0.130 0.0512235.88 0.0130 0.0515 30 mph 330 deg with 0.75 in Radial Ice 0.152 0.0617260.00 0.0142 0.0618 30 mph 330 deg with 0.75 in Radial Ice 0.166 1.4155276.00 0.0137 1.4155 30 mph 330 deg with 0.75 in Radial Ice 0.171 0.3257280.21 0.0140 0.3257 30 mph 330 deg with 0.75 in Radial Ice 0.186 0.0628295.88 0.0136 0.0630 Seismic Normal M1 0.040 0.0356200.21 -0.0006 0.0356 Seismic Normal M1 0.042 0.0383204.14 -0.0006 0.0383 Seismic Normal M1 0.053 0.0565219.79 -0.0007 0.0565 Seismic Normal M1 0.069 0.0616235.88 -0.0009 0.0617 Seismic Normal M1 0.097 0.0737260.00 -0.0012 0.0737 Seismic Normal M1 0.116 0.5496276.00 -0.0014 0.5496 Seismic Normal M1 0.122 0.1675280.21 -0.0014 0.1676 Seismic Normal M1 0.144 0.0806295.88 -0.0014 0.0806 Seismic Normal M2 0.027 0.0419200.21 -0.0005 0.0419 Seismic Normal M2 0.030 0.0494204.14 -0.0006 0.0494 Seismic Normal M2 0.044 0.0771219.79 -0.0007 0.0771 Seismic Normal M2 0.068 0.0924235.88 -0.0009 0.0924 Seismic Normal M2 0.112 0.1203260.00 -0.0012 0.1203 Seismic Normal M2 0.144 0.5838276.00 -0.0014 0.5838 Seismic Normal M2 0.153 0.2209280.21 -0.0014 0.2209 Seismic Normal M2 0.189 0.1327295.88 -0.0014 0.1328 Seismic 60 deg M1 0.032 0.0307200.21 -0.0002 0.0307 Seismic 60 deg M1 0.034 0.0324204.14 -0.0002 0.0324 Seismic 60 deg M1 0.043 0.0488219.79 -0.0001 0.0488 Seismic 60 deg M1 0.057 0.0534235.88 -0.0001 0.0534 Seismic 60 deg M1 0.081 0.0618260.00 0.0000 0.0618 Seismic 60 deg M1 0.098 0.5422276.00 -0.0005 0.5422 Seismic 60 deg M1 0.103 0.1854280.21 0.0000 0.1854 Seismic 60 deg M1 0.122 0.0717295.88 -0.0001 0.0717 Seismic 60 deg M2 0.019 0.0351200.21 -0.0001 0.0351 Seismic 60 deg M2 0.021 0.0405204.14 -0.0001 0.0405 Seismic 60 deg M2 0.034 0.0653219.79 0.0000 0.0653 Seismic 60 deg M2 0.053 0.0789235.88 0.0001 0.0789 Seismic 60 deg M2 0.091 0.1006260.00 0.0001 0.1006 Seismic 60 deg M2 0.120 0.5578276.00 -0.0006 0.5578 Seismic 60 deg M2 0.128 0.2395280.21 0.0001 0.2395 Seismic 60 deg M2 0.160 0.1173295.88 0.0000 0.1173 Seismic 90 deg M1 0.032 0.0333200.21 -0.0001 0.0333 Seismic 90 deg M1 0.034 0.0361204.14 -0.0001 0.0361 Seismic 90 deg M1 0.044 0.0530219.79 -0.0001 0.0530 Page 52 9/14/2017 6:37:05 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Seismic 90 deg M1 0.059 0.0584235.88 0.0000 0.0584 Seismic 90 deg M1 0.086 0.0691260.00 0.0000 0.0691 Seismic 90 deg M1 0.104 0.5519276.00 -0.0006 0.5519 Seismic 90 deg M1 0.110 0.1822280.21 0.0000 0.1822 Seismic 90 deg M1 0.131 0.0773295.88 -0.0002 0.0773 Seismic 90 deg M2 0.019 0.0392200.21 -0.0002 0.0392 Seismic 90 deg M2 0.021 0.0461204.14 -0.0002 0.0461 Seismic 90 deg M2 0.035 0.0720219.79 -0.0001 0.0720 Seismic 90 deg M2 0.057 0.0870235.88 -0.0001 0.0870 Seismic 90 deg M2 0.099 0.1124260.00 -0.0001 0.1124 Seismic 90 deg M2 0.129 0.5805276.00 -0.0011 0.5805 Seismic 90 deg M2 0.138 0.2375280.21 -0.0001 0.2375 Seismic 90 deg M2 0.172 0.1264295.88 -0.0004 0.1264 Seismic 120 deg M1 0.034 0.0357200.21 0.0003 0.0357 Seismic 120 deg M1 0.036 0.0390204.14 0.0003 0.0390 Seismic 120 deg M1 0.047 0.0575219.79 0.0005 0.0575 Seismic 120 deg M1 0.063 0.0626235.88 0.0006 0.0626 Seismic 120 deg M1 0.091 0.0746260.00 0.0008 0.0746 Seismic 120 deg M1 0.111 0.5569276.00 0.0004 0.5569 Seismic 120 deg M1 0.117 0.1677280.21 0.0010 0.1677 Seismic 120 deg M1 0.139 0.0822295.88 0.0009 0.0822 Seismic 120 deg M2 0.020 0.0421200.21 0.0003 0.0421 Seismic 120 deg M2 0.023 0.0501204.14 0.0004 0.0501 Seismic 120 deg M2 0.038 0.0783219.79 0.0005 0.0783 Seismic 120 deg M2 0.062 0.0934235.88 0.0007 0.0934 Seismic 120 deg M2 0.106 0.1213260.00 0.0010 0.1213 Seismic 120 deg M2 0.139 0.5910276.00 0.0003 0.5910 Seismic 120 deg M2 0.149 0.2211280.21 0.0013 0.2211 Seismic 120 deg M2 0.185 0.1343295.88 0.0010 0.1343 Seismic 180 deg M1 0.034 0.0310200.21 0.0007 0.0310 Seismic 180 deg M1 0.035 0.0326204.14 0.0007 0.0326 Seismic 180 deg M1 0.045 0.0489219.79 0.0009 0.0489 Seismic 180 deg M1 0.059 0.0535235.88 0.0011 0.0535 Seismic 180 deg M1 0.083 0.0619260.00 0.0015 0.0620 Seismic 180 deg M1 0.100 0.5420276.00 0.0014 0.5420 Seismic 180 deg M1 0.105 0.1857280.21 0.0018 0.1857 Seismic 180 deg M1 0.124 0.0717295.88 0.0017 0.0717 Seismic 180 deg M2 0.021 0.0355200.21 0.0007 0.0355 Seismic 180 deg M2 0.023 0.0409204.14 0.0008 0.0409 Seismic 180 deg M2 0.036 0.0657219.79 0.0010 0.0657 Seismic 180 deg M2 0.055 0.0792235.88 0.0013 0.0792 Seismic 180 deg M2 0.093 0.1010260.00 0.0018 0.1011 Seismic 180 deg M2 0.122 0.5578276.00 0.0013 0.5578 Seismic 180 deg M2 0.130 0.2401280.21 0.0021 0.2401 Seismic 180 deg M2 0.162 0.1176295.88 0.0019 0.1176 Seismic 210 deg M1 0.037 0.0331200.21 0.0006 0.0331 Seismic 210 deg M1 0.039 0.0354204.14 0.0006 0.0354 Seismic 210 deg M1 0.049 0.0520219.79 0.0008 0.0520 Seismic 210 deg M1 0.064 0.0575235.88 0.0010 0.0575 Seismic 210 deg M1 0.090 0.0682260.00 0.0013 0.0682 Seismic 210 deg M1 0.108 0.5431276.00 0.0009 0.5431 Seismic 210 deg M1 0.114 0.1820280.21 0.0014 0.1820 Seismic 210 deg M1 0.134 0.0759295.88 0.0013 0.0759 Seismic 210 deg M2 0.025 0.0387200.21 0.0004 0.0387 Seismic 210 deg M2 0.027 0.0451204.14 0.0005 0.0451 Seismic 210 deg M2 0.041 0.0706219.79 0.0007 0.0706 Seismic 210 deg M2 0.062 0.0857235.88 0.0009 0.0857 Seismic 210 deg M2 0.103 0.1110260.00 0.0012 0.1110 Seismic 210 deg M2 0.133 0.5716276.00 0.0004 0.5716 Seismic 210 deg M2 0.142 0.2369280.21 0.0014 0.2369 Seismic 210 deg M2 0.176 0.1246295.88 0.0012 0.1246 Seismic 240 deg M1 0.041 0.0355200.21 0.0007 0.0356 Page 53 9/14/2017 6:37:05 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Seismic 240 deg M1 0.043 0.0382204.14 0.0008 0.0382 Seismic 240 deg M1 0.054 0.0563219.79 0.0009 0.0563 Seismic 240 deg M1 0.070 0.0614235.88 0.0012 0.0614 Seismic 240 deg M1 0.098 0.0735260.00 0.0016 0.0735 Seismic 240 deg M1 0.117 0.5481276.00 0.0014 0.5481 Seismic 240 deg M1 0.123 0.1674280.21 0.0019 0.1674 Seismic 240 deg M1 0.145 0.0803295.88 0.0018 0.0803 Seismic 240 deg M2 0.028 0.0418200.21 0.0007 0.0419 Seismic 240 deg M2 0.031 0.0492204.14 0.0008 0.0492 Seismic 240 deg M2 0.046 0.0769219.79 0.0010 0.0769 Seismic 240 deg M2 0.069 0.0921235.88 0.0013 0.0922 Seismic 240 deg M2 0.113 0.1201260.00 0.0019 0.1201 Seismic 240 deg M2 0.145 0.5822276.00 0.0012 0.5822 Seismic 240 deg M2 0.154 0.2207280.21 0.0022 0.2207 Seismic 240 deg M2 0.190 0.1324295.88 0.0020 0.1324 Seismic 300 deg M1 0.041 0.0325200.21 -0.0004 0.0325 Seismic 300 deg M1 0.043 0.0333204.14 -0.0004 0.0333 Seismic 300 deg M1 0.053 0.0494219.79 -0.0005 0.0494 Seismic 300 deg M1 0.067 0.0540235.88 -0.0007 0.0540 Seismic 300 deg M1 0.092 0.0624260.00 -0.0010 0.0624 Seismic 300 deg M1 0.109 0.5359276.00 -0.0007 0.5359 Seismic 300 deg M1 0.114 0.1870280.21 -0.0011 0.1870 Seismic 300 deg M1 0.133 0.0715295.88 -0.0010 0.0715 Seismic 300 deg M2 0.028 0.0370200.21 -0.0004 0.0370 Seismic 300 deg M2 0.030 0.0419204.14 -0.0004 0.0419 Seismic 300 deg M2 0.044 0.0666219.79 -0.0006 0.0666 Seismic 300 deg M2 0.064 0.0803235.88 -0.0008 0.0803 Seismic 300 deg M2 0.102 0.1021260.00 -0.0012 0.1022 Seismic 300 deg M2 0.131 0.5499276.00 -0.0006 0.5499 Seismic 300 deg M2 0.139 0.2420280.21 -0.0013 0.2420 Seismic 300 deg M2 0.171 0.1181295.88 -0.0012 0.1181 Seismic 330 deg M1 0.042 0.0343200.21 -0.0008 0.0343 Seismic 330 deg M1 0.044 0.0364204.14 -0.0009 0.0364 Seismic 330 deg M1 0.054 0.0529219.79 -0.0011 0.0529 Seismic 330 deg M1 0.069 0.0584235.88 -0.0014 0.0584 Seismic 330 deg M1 0.095 0.0691260.00 -0.0019 0.0691 Seismic 330 deg M1 0.113 0.5445276.00 -0.0020 0.5445 Seismic 330 deg M1 0.119 0.1833280.21 -0.0022 0.1834 Seismic 330 deg M1 0.140 0.0764295.88 -0.0021 0.0765 Seismic 330 deg M2 0.028 0.0401200.21 -0.0009 0.0401 Seismic 330 deg M2 0.031 0.0463204.14 -0.0009 0.0464 Seismic 330 deg M2 0.045 0.0720219.79 -0.0012 0.0720 Seismic 330 deg M2 0.066 0.0872235.88 -0.0016 0.0872 Seismic 330 deg M2 0.108 0.1127260.00 -0.0023 0.1128 Seismic 330 deg M2 0.139 0.5731276.00 -0.0023 0.5731 Seismic 330 deg M2 0.148 0.2390280.21 -0.0027 0.2390 Seismic 330 deg M2 0.182 0.1259295.88 -0.0026 0.1259 Serviceability - 60 mph Wind Normal 0.153 0.0246200.21 -0.0036 0.0251 Serviceability - 60 mph Wind Normal 0.154 0.0236204.14 -0.0037 0.0239 Serviceability - 60 mph Wind Normal 0.160 0.0705219.79 -0.0041 0.0706 Serviceability - 60 mph Wind Normal 0.178 0.0736235.88 -0.0046 0.0739 Serviceability - 60 mph Wind Normal 0.212 0.0853260.00 -0.0054 0.0855 Serviceability - 60 mph Wind Normal 0.235 0.6453276.00 -0.0060 0.6453 Serviceability - 60 mph Wind Normal 0.242 0.2353280.21 -0.0060 0.2355 Serviceability - 60 mph Wind Normal 0.271 0.1074295.88 -0.0060 0.1078 Serviceability - 60 mph Wind 60 deg 0.156 0.0685200.21 -0.0006 0.0685 Serviceability - 60 mph Wind 60 deg 0.160 0.0661204.14 -0.0006 0.0662 Serviceability - 60 mph Wind 60 deg 0.180 0.1256219.79 -0.0003 0.1256 Serviceability - 60 mph Wind 60 deg 0.214 0.1350235.88 0.0001 0.1350 Serviceability - 60 mph Wind 60 deg 0.277 0.1552260.00 0.0006 0.1554 Serviceability - 60 mph Wind 60 deg 0.319 0.6764276.00 -0.0006 0.6764 Serviceability - 60 mph Wind 60 deg 0.332 0.3543280.21 0.0005 0.3543 Page 54 9/14/2017 6:37:05 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G ANDERSON CREEK NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711661_C3_01 Serviceability - 60 mph Wind 60 deg 0.380 0.1786295.88 0.0002 0.1786 Serviceability - 60 mph Wind 90 deg 0.153 0.0573200.21 0.0174 0.0595 Serviceability - 60 mph Wind 90 deg 0.156 0.0570204.14 0.0176 0.0590 Serviceability - 60 mph Wind 90 deg 0.173 0.1102219.79 0.0183 0.1112 Serviceability - 60 mph Wind 90 deg 0.204 0.1242235.88 0.0192 0.1257 Serviceability - 60 mph Wind 90 deg 0.261 0.1447260.00 0.0206 0.1455 Serviceability - 60 mph Wind 90 deg 0.301 0.6600276.00 0.0201 0.6602 Serviceability - 60 mph Wind 90 deg 0.312 0.3291280.21 0.0213 0.3294 Serviceability - 60 mph Wind 90 deg 0.357 0.1667295.88 0.0210 0.1675 Serviceability - 60 mph Wind 120 deg 0.146 0.0226200.21 0.0021 0.0227 Serviceability - 60 mph Wind 120 deg 0.147 0.0216204.14 0.0022 0.0216 Serviceability - 60 mph Wind 120 deg 0.152 0.0669219.79 0.0028 0.0669 Serviceability - 60 mph Wind 120 deg 0.169 0.0687235.88 0.0034 0.0688 Serviceability - 60 mph Wind 120 deg 0.201 0.0782260.00 0.0043 0.0782 Serviceability - 60 mph Wind 120 deg 0.222 0.6356276.00 0.0043 0.6356 Serviceability - 60 mph Wind 120 deg 0.229 0.2277280.21 0.0046 0.2278 Serviceability - 60 mph Wind 120 deg 0.256 0.1011295.88 0.0044 0.1012 Serviceability - 60 mph Wind 180 deg 0.159 0.0694200.21 0.0038 0.0694 Serviceability - 60 mph Wind 180 deg 0.163 0.0668204.14 0.0039 0.0669 Serviceability - 60 mph Wind 180 deg 0.183 0.1264219.79 0.0045 0.1264 Serviceability - 60 mph Wind 180 deg 0.218 0.1358235.88 0.0053 0.1359 Serviceability - 60 mph Wind 180 deg 0.281 0.1562260.00 0.0064 0.1563 Serviceability - 60 mph Wind 180 deg 0.323 0.6784276.00 0.0057 0.6784 Serviceability - 60 mph Wind 180 deg 0.336 0.3555280.21 0.0068 0.3555 Serviceability - 60 mph Wind 180 deg 0.384 0.1792295.88 0.0065 0.1792 Serviceability - 60 mph Wind 210 deg 0.156 0.0568200.21 0.0211 0.0602 Serviceability - 60 mph Wind 210 deg 0.160 0.0563204.14 0.0214 0.0593 Serviceability - 60 mph Wind 210 deg 0.176 0.1094219.79 0.0223 0.1110 Serviceability - 60 mph Wind 210 deg 0.207 0.1235235.88 0.0235 0.1257 Serviceability - 60 mph Wind 210 deg 0.264 0.1440260.00 0.0254 0.1453 Serviceability - 60 mph Wind 210 deg 0.303 0.6612276.00 0.0252 0.6615 Serviceability - 60 mph Wind 210 deg 0.314 0.3291280.21 0.0264 0.3297 Serviceability - 60 mph Wind 210 deg 0.359 0.1658295.88 0.0260 0.1670 Serviceability - 60 mph Wind 240 deg 0.154 0.0251200.21 0.0045 0.0255 Serviceability - 60 mph Wind 240 deg 0.155 0.0242204.14 0.0047 0.0244 Serviceability - 60 mph Wind 240 deg 0.162 0.0715219.79 0.0056 0.0716 Serviceability - 60 mph Wind 240 deg 0.180 0.0749235.88 0.0065 0.0751 Serviceability - 60 mph Wind 240 deg 0.215 0.0871260.00 0.0079 0.0872 Serviceability - 60 mph Wind 240 deg 0.238 0.6451276.00 0.0081 0.6451 Serviceability - 60 mph Wind 240 deg 0.246 0.2371280.21 0.0085 0.2372 Serviceability - 60 mph Wind 240 deg 0.275 0.1090295.88 0.0083 0.1094 Serviceability - 60 mph Wind 300 deg 0.173 0.0733200.21 -0.0019 0.0733 Serviceability - 60 mph Wind 300 deg 0.178 0.0698204.14 -0.0020 0.0698 Serviceability - 60 mph Wind 300 deg 0.199 0.1295219.79 -0.0025 0.1295 Serviceability - 60 mph Wind 300 deg 0.234 0.1391235.88 -0.0031 0.1392 Serviceability - 60 mph Wind 300 deg 0.298 0.1596260.00 -0.0040 0.1596 Serviceability - 60 mph Wind 300 deg 0.342 0.6872276.00 -0.0031 0.6872 Serviceability - 60 mph Wind 300 deg 0.355 0.3603280.21 -0.0042 0.3603 Serviceability - 60 mph Wind 300 deg 0.404 0.1817295.88 -0.0039 0.1817 Serviceability - 60 mph Wind 330 deg 0.167 0.0604200.21 0.0160 0.0619 Serviceability - 60 mph Wind 330 deg 0.171 0.0592204.14 0.0161 0.0607 Serviceability - 60 mph Wind 330 deg 0.188 0.1127219.79 0.0166 0.1134 Serviceability - 60 mph Wind 330 deg 0.220 0.1268235.88 0.0172 0.1279 Serviceability - 60 mph Wind 330 deg 0.278 0.1479260.00 0.0181 0.1484 Serviceability - 60 mph Wind 330 deg 0.318 0.6711276.00 0.0171 0.6712 Serviceability - 60 mph Wind 330 deg 0.330 0.3336280.21 0.0183 0.3338 Serviceability - 60 mph Wind 330 deg 0.375 0.1686295.88 0.0180 0.1690 Page 55