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5RA0212A_Structural(pass)_2016-07-01
CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334 This report was prepared for American Tower Corporation by Structural Analysis Report Structure :300 ft Guyed Tower ATC Site Name :Anderson Creek NC, NC ATC Site Number :21273 Engineering Number :OAA680123_C3_01 Proposed Carrier :T-Mobile Carrier Site Name :Anderson Creek CO ATC Carrier Site Number :5RA0212A Site Location :174 Brinkley Hill Cameron, NC 28326-7887 35.246761,-79.020353 County :Harnett Date :June 28, 2016 Max Usage :104% Result :Pass Prepared By: Carrie Rebholz CLS COA: P-1268 6/30/16 Eng. Number OAA680123_C3_01 June 28, 2016 CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334 Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 2 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number OAA680123_C3_01 June 28, 2016 Page 1 CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334 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 T-Mobile. 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 OAA680123_C3_01 June 28, 2016 Page 2 CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334 Existing and Reserved Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Ericsson RRUS 12 1 Commscope SBNHH-1D45A 6 Kathrein 742 213 3 Ericsson RRUS-11 800MHz 2 Raycap DC6-48-60-18-8F ("Squid) 4 Andrew SBNHH-1D65C 1 Andrew SBNHH-1D65A 3 Ericsson RRUS-32 (77 lbs) 298.0 298.0 6 RFS ATM192012-0 Sector Frames (12) 2 1/4" Coax (4) 0.78" 8 AWG 6 (2) 0.39" Fiber Trunk (1) 3/8" RET Control Cable AT&T Mobility 282.0 282.0 9 Decibel DB848H90E-XY Sector Frames (9) 1 5/8" Coax 2 RFS APXVSPP18-C-A20 3 RFS RFS APXV9TM14-ALU-I20 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 6 Andrew DB980H90E-M 3 Alcatel-Lucent 1900MHz 4x45 RRH 257.0 257.0 3 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter Sector Frames (6) 1 5/8" Coax (3) 1 1/4" Hybriflex Sprint Nextel 240.0 240.0 3 Ericsson KRY 112 71 Side Arms (12) 1 5/8" Coax T-Mobile 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 2 Raycap RRFDC-3315-PF-48 200.0 200.0 6 RFS FD9R6004/1C-3L Sector Frames (12) 1 5/8" Coax (2) 1 5/8" Fiber Verizon Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 CellMax CMA-BDHH/6521/E0-6240.0 240.0 3 Ericsson KRY 112 144/1 --T-Mobile Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Ericsson AIR 21, 1.3M, B4A B2P240.0 240.0 3 Ericsson KRY 112 489/2 Side Arms (1) 1 5/8" Fiber T-Mobile 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 alongside existing T-Mobile coax. Eng. Number OAA680123_C3_01 June 28, 2016 Page 3 CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334 Structure Usages Structural Component Controlling Usage Pass/Fail Legs 100%Pass Diagonals 74%Pass Horizontals 104%Pass Guys 75%Pass Leg Bolts 27%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)246.3 332.5 264.0 79% Anchor 1 Uplift (kips)90.2 121.8 86.4 71% Anchor 1 Shear (kips)83.1 112.2 78.5 70% * 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) (°) Ericsson KRY 112 489/2240.0 Ericsson AIR 21, 1.3M, B4A B2P T-Mobile 0.263 0.021 0.174 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334 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 T- Mobile ANSI/TIA-222-G 21273 © 2007 - 2016 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 3" DIA PIPE2 - 4 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE5 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE6 - 8 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE9 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE10 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE12 SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE13 DAE 36 ksi 2X2X0.375SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE14 - 15 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE16 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE17 DAS 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE18 SAE 36 ksi 1.5X1.5X0.1875SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE Discrete Appurtenance (ft)Type DescriptionQty Elev 298.00 Ericsson RRUS 123Panel298.00 Commscope SBNHH-1D45A1Panel298.00 Round Sector Frame3Mounting Frame298.00 Kathrein Scala 742 2136Panel298.00 Ericsson RRUS-11 800 MHz3Panel298.00 Raycap DC6-48-60-18-8F ("Squid2Panel298.00 Andrew SBNHH-1D65C4Panel298.00 Andrew SBNHH-1D65A1Panel298.00 Ericsson RRUS-32 (77 lbs)3Panel298.00 RFS ATM192012-06Panel282.00 Flat Light Sector Frame3Mounting Frame282.00 Decibel DB848H90E-XY9Panel276.00 Torque Arms1257.00 Flat Light Sector Frame3Mounting Frame257.00 RFS APXVSPP18-C-A202Panel257.00 RFS RFS APXV9TM14-ALU-I203Panel257.00 Alcatel-Lucent TD-RRH8x20-25 w3Panel257.00 Andrew DB980H90E-M6Panel257.00 Alcatel-Lucent 1900 MHz 4x45 R3Panel257.00 Alcatel-Lucent 800 MHz 2X50W R3Panel240.00 Ericsson AIR 21, 1.3M, B4A B2P3Panel240.00 Ericsson KRY 112 489/23Panel240.00 Ericsson KRY 112 713Panel240.00 Flat Side Arm3Straight Arm219.00 Torque Arms1200.00 Commscope LNX-6515DS-A1M 3Panel200.00 Andrew HBXX-6517DS-A2M (43 lbs6Panel200.00 Antel BXA-70080-8CF-EDIN-23Panel200.00 Ericsson RRUS-326Panel200.00 Raycap RRFDC-3315-PF-482Panel200.00 RFS FD9R6004/1C-3L6Panel200.00 Flat Light Sector Frame3Mounting Frame Linear Appurtenance Elev (ft) From DescriptionToQty 5.000 298.00 2 1/4" Coax125.000 298.00 0.78" 8 AWG 645.000 298.00 0.39" Fiber Trunk20.000 298.00 3/8" RET Control Cab15.000 282.00 1 5/8" Coax95.000 257.00 1 5/8" Coax65.000 257.00 1 1/4" Hybriflex35.000 240.00 1 5/8" Fiber1 Job Information Tower : Code: Client : Location :Anderson Creek NC, NC T- Mobile ANSI/TIA-222-G 21273 © 2007 - 2016 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft 5.000 240.00 1 5/8" Coax125.000 200.00 Waveguide15.000 200.00 1 5/8" Fiber25.000 200.00 1 5/8" Coax12 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 1.18Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.051 :0.051TL 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 + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 degree with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 degree 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 degree (1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 degree (0.9 - 0.2Sds) * DL + E Normal Seismic (Reduced DL) Normal (0.9 - 0.2Sds) * DL + E 60 deg Seismic (Reduced DL) 60 degree (0.9 - 0.2Sds) * DL + E 90 deg Seismic (Reduced DL) 90 degree 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 degree 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 degree Page 1 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 298.0 Andrew SBNHH-1 41 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 26.51 117 59 298.0 Andrew SBNHH-4 66 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 26.51 920 381 298.0 Commscope SBNHH-1 51 7.2 0.80 0.63 0.04.0 18.0 7.0 0.0 26.51 132 73 298.0 Ericsson RRUS 12 3 50 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 26.51 136 216 298.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 26.51 109 233 298.0 Ericsson RRUS-32 3 77 3.3 0.80 0.50 0.02.5 13.3 9.5 0.0 26.51 143 333 298.0 Kathrein Scala 742 6 22 5.1 0.80 0.78 0.06.4 6.1 2.7 0.0 26.51 694 190 298.0 Raycap DC6-48-60-2 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 26.51 74 92 298.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 26.51 83 95 298.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 26.51 783 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 25.94 459 432 257.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 25.41 96 259 257.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.50 0.01.6 13.0 12.2 0.0 25.41 85 276 257.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 25.41 225 302 257.0 Andrew DB980H90E-6 9 3.9 0.80 0.67 0.05.0 6.3 3.0 0.0 25.41 434 73 257.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 25.41 1044 1728 257.0 RFS APXVSPP18-C-2 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 25.41 306 164 257.0 RFS RFS 3 55 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 25.41 347 238 240.0 Ericsson AIR 21, 3 82 6.1 1.00 0.70 0.04.7 12.1 7.9 0.0 24.92 433 352 240.0 Ericsson KRY 112 3 15 0.6 1.00 0.50 0.00.9 6.1 3.9 0.0 24.92 33 67 240.0 Ericsson KRY 112 71 3 13 0.7 1.00 0.50 0.01.0 5.6 3.7 0.0 24.92 35 57 240.0 Flat Side Arm 3 150 6.3 1.00 0.67 0.00.0 0.0 0.0 0.0 24.92 429 648 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 24.28 495 720 200.0 Andrew HBXX-6 43 8.5 0.80 0.81 0.06.2 12.0 6.5 0.0 23.66 1067 372 200.0 Antel BXA-70080-3 23 8.2 0.80 0.90 0.07.9 8.0 5.9 0.0 23.66 570 99 200.0 Commscope LNX-3 44 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 23.66 619 189 200.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 23.66 342 665 200.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 23.66 868 1728 200.0 Raycap RRFDC-3315-2 32 2.8 0.80 0.67 0.02.4 11.7 10.3 0.0 23.66 97 92 200.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 23.66 29 27 Totals 110 9408 695.0 (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 298.0 Andrew SBNHH-1 0.802127.0 0.69 0.04.6 11.9 7.1 0.0 2.64 9 265 298.0 Andrew SBNHH-4 0.8031014.9 0.70 0.08.0 11.9 7.1 0.0 2.64 75 1551 298.0 Commscope SBNHH-1 0.802458.5 0.63 0.04.0 18.0 7.0 0.0 2.64 10 306 298.0 Ericsson RRUS 12 3 0.801254.4 0.50 0.01.7 18.5 7.5 0.0 2.64 12 485 298.0 Ericsson RRUS-11 3 0.801513.2 0.50 0.01.4 17.8 9.2 0.0 2.64 9 582 298.0 Ericsson RRUS-32 3 0.801814.7 0.50 0.02.5 13.3 9.5 0.0 2.64 13 707 298.0 Kathrein Scala 742 6 0.801456.5 0.78 0.06.4 6.1 2.7 0.0 2.64 55 1079 298.0 Raycap DC6-48-60-2 0.801332.9 1.00 0.02.0 11.0 11.0 0.0 2.64 10 334 298.0 RFS ATM192012-0 6 0.80551.4 0.50 0.00.8 11.5 6.0 0.0 2.64 8 409 298.0 Round Sector Frame 3 0.7569432.1 0.67 0.00.0 0.0 0.0 0.0 2.64 109 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 50 698 257.0 Alcatel-Lucent 1900 3 0.801613.0 0.50 0.02.1 11.1 10.7 0.0 2.53 8 624 Page 2 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Tower Loading 257.0 Alcatel-Lucent 800 3 0.801612.7 0.50 0.01.6 13.0 12.2 0.0 2.53 7 625 257.0 Alcatel-Lucent TD-3 0.801675.8 0.67 0.02.2 18.6 6.7 0.0 2.53 20 653 257.0 Andrew DB980H90E-6 0.801095.0 0.67 0.05.0 6.3 3.0 0.0 2.53 35 798 257.0 Flat Light Sector 3 0.7571733.8 0.75 0.00.0 0.0 0.0 0.0 2.53 123 2871 257.0 RFS APXVSPP18-C-2 0.802699.4 0.69 0.06.0 11.8 7.0 0.0 2.53 22 674 257.0 RFS RFS 3 0.802068.6 0.66 0.04.7 12.6 6.3 0.0 2.53 29 782 240.0 Ericsson AIR 21, 3 1.002597.2 0.70 0.04.7 12.1 7.9 0.0 2.49 32 992 240.0 Ericsson KRY 112 3 1.00420.9 0.50 0.00.9 6.1 3.9 0.0 2.49 3 162 240.0 Ericsson KRY 112 71 3 1.00401.0 0.50 0.01.0 5.6 3.7 0.0 2.49 3 155 240.0 Flat Side Arm 3 1.002278.9 0.67 0.00.0 0.0 0.0 0.0 2.49 38 923 219.0 Torque Arms 1 1.0086225.9 1.00 0.00.0 0.0 0.0 0.0 2.42 53 1154 200.0 Andrew HBXX-6 0.8022311.5 0.81 0.06.2 12.0 6.5 0.0 2.36 90 1671 200.0 Antel BXA-70080-3 0.802279.8 0.90 0.07.9 8.0 5.9 0.0 2.36 42 834 200.0 Commscope LNX-3 0.8031513.1 0.70 0.08.0 11.9 7.1 0.0 2.36 44 1165 200.0 Ericsson RRUS-32 6 0.801774.6 0.67 0.02.5 13.3 9.5 0.0 2.36 30 1384 200.0 Flat Light Sector 3 0.7570933.4 0.67 0.00.0 0.0 0.0 0.0 2.36 101 2840 200.0 Raycap RRFDC-3315-2 0.801413.6 0.67 0.02.4 11.7 10.3 0.0 2.36 8 355 200.0 RFS FD9R6004/1C-3L 6 0.80170.6 0.50 0.00.5 6.5 1.5 0.0 2.36 3 125 Totals 110 26122 1044.0 (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 298.0 Andrew SBNHH-1 41 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 10.58 29 41 298.0 Andrew SBNHH-4 66 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 10.58 229 264 298.0 Commscope SBNHH-1 51 7.2 0.80 0.63 0.04.0 18.0 7.0 0.0 10.58 33 51 298.0 Ericsson RRUS 12 3 50 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 10.58 34 150 298.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 10.58 27 162 298.0 Ericsson RRUS-32 3 77 3.3 0.80 0.50 0.02.5 13.3 9.5 0.0 10.58 36 231 298.0 Kathrein Scala 742 6 22 5.1 0.80 0.78 0.06.4 6.1 2.7 0.0 10.58 173 132 298.0 Raycap DC6-48-60-2 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 10.58 18 64 298.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 10.58 21 66 298.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 10.58 195 900 282.0 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 10.35 114 300 257.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 10.14 24 180 257.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.50 0.01.6 13.0 12.2 0.0 10.14 21 192 257.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 10.14 56 210 257.0 Andrew DB980H90E-6 9 3.9 0.80 0.67 0.05.0 6.3 3.0 0.0 10.14 108 51 257.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 10.14 260 1200 257.0 RFS APXVSPP18-C-2 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 10.14 76 114 257.0 RFS RFS 3 55 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 10.14 87 165 240.0 Ericsson AIR 21, 3 82 6.1 1.00 0.70 0.04.7 12.1 7.9 0.0 9.94 108 245 240.0 Ericsson KRY 112 3 15 0.6 1.00 0.50 0.00.9 6.1 3.9 0.0 9.94 8 46 240.0 Ericsson KRY 112 71 3 13 0.7 1.00 0.50 0.01.0 5.6 3.7 0.0 9.94 9 40 240.0 Flat Side Arm 3 150 6.3 1.00 0.67 0.00.0 0.0 0.0 0.0 9.94 107 450 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 9.68 123 500 200.0 Andrew HBXX-6 43 8.5 0.80 0.81 0.06.2 12.0 6.5 0.0 9.44 266 258 200.0 Antel BXA-70080-3 23 8.2 0.80 0.90 0.07.9 8.0 5.9 0.0 9.44 142 69 200.0 Commscope LNX-3 44 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 9.44 154 131 200.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 9.44 85 462 200.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.44 216 1200 200.0 Raycap RRFDC-3315-2 32 2.8 0.80 0.67 0.02.4 11.7 10.3 0.0 9.44 24 64 200.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 9.44 7 19 Page 3 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Tower Loading Totals 110 9408 695.0 Page 4 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 0.00 298.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.01N 5.00 298.0 0.39" Fiber Trunk 2 0.39 0.06 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 298.0 0.78" 8 AWG 6 4 0.78 0.59 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 298.0 2 1/4" Coax 12 2.35 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 5.00 257.0 1 1/4" Hybriflex 3 1.54 1.00 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 257.0 1 5/8" Coax 6 1.98 0.82 2 Individual0 0.00 0.00 1.00 0.00N 5.00 240.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 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 5.00 200.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N 5.00 200.0 1 5/8" Fiber 2 1.63 1.61 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 200.0 Waveguide 1 1.50 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N Page 5 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Equivalent Lateral Force Method Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.21 0.09 8 1.00 1.60 2.40 2.50 0.22 0.15 0.05 0.05 0.03 1.30 1.34 39.39 2.59 1): d1): k k 1.18 (Based on ASCE7-10 Chapters 11, 12 & 15) e): s): ds): a: v: s):s s: s: - Seconds):L Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height vx z 18 1,4410.0582,288,421,159 150290.00 17 4910.019737,457395 48278.00 16 1,3550.0491,935,631,089 127268.00 15 1,7830.0592,321,331,434 152250.00 14 2,0980.0622,442,251,686 160230.00 13 1,3250.0361,417,911,065 93216.00 12 1,4580.0371,464,631,172 96206.00 11 2,5720.0592,318,712,067 152190.00 10 2,7650.0542,148,182,223 141170.00 9 2,9960.0501,968,322,408 129150.00 8 2,6290.0361,426,502,114 94130.00 7 2,6290.0291,140,702,114 75110.00 6 2,6290.022872,0392,114 5790.00 5 2,9960.018709,7522,408 4770.00 4 2,6290.010397,0892,114 2650.00 3 2,6290.005200,4352,114 1330.00 2 1,5780.00143,3711,268 314.00 1 1,2930.0006,6461,039 04.00 Andrew SBNHH-1D65A 510.00283,77841 6298.00 Andrew SBNHH-1D65C 3290.014541,588264 36298.00 Commscope SBNHH-1D45A 630.003103,44251 7298.00 Ericsson RRUS 12 1870.008307,255150 20298.00 Ericsson RRUS-11 800 MHz 2020.008331,835162 22298.00 Ericsson RRUS-32 (77 lbs)2870.012473,173231 31298.00 Kathrein Scala 742 213 1640.007270,384132 18298.00 Page 6 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Equivalent Lateral Force Method Raycap DC6-48-60-18-8F ("Squid)790.003130,27664 9298.00 RFS ATM192012-0 820.003135,19266 9298.00 Round Sector Frame 1,1200.0471,843,52900 121298.00 Decibel DB848H90E-XY 3130.012479,437252 31282.00 Flat Light Sector Frame 1,4930.0582,283,031,200 150282.00 Torque Arms 3730.014554,564300 36276.00 Alcatel-Lucent 1900 MHz 4x45 RRH 2240.008302,445180 20257.00 Alcatel-Lucent 800 MHz 2X50W RRH w/ 2390.008322,607192 21257.00 Alcatel-Lucent TD-RRH8x20-25 w/ Solar 2610.009352,852210 23257.00 Andrew DB980H90E-M 630.00285,69351 6257.00 Flat Light Sector Frame 1,4930.0512,016,291,200 132257.00 RFS APXVSPP18-C-A20 1420.005191,548114 13257.00 RFS RFS APXV9TM14-ALU-I20 2060.007277,745165 18257.00 Ericsson AIR 21, 1.3M, B4A B2P 3040.010374,864244 25240.00 Ericsson KRY 112 489/2 570.00270,83346 5240.00 Ericsson KRY 112 71 490.00260,71440 4240.00 Flat Side Arm 5600.017689,933450 45240.00 Torque Arms 6220.017678,175500 45219.00 Andrew HBXX-6517DS-A2M (43 lbs)3210.008309,914258 20200.00 Antel BXA-70080-8CF-EDIN-2 860.00282,88469 5200.00 Commscope LNX-6515DS-A1M (43.7 lb)1630.004157,479131 10200.00 Ericsson RRUS-32 5750.014554,962462 36200.00 Flat Light Sector Frame 1,4930.0371,441,451,200 95200.00 Raycap RRFDC-3315-PF-48 800.00276,87864 5200.00 RFS FD9R6004/1C-3L 230.00122,34319 1200.00 39,390 39,446,524 1.000 2,590 48,999 Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Height vx z 18 9920.0582,288,421,159 150290.00 17 3380.019737,457395 48278.00 16 9320.0491,935,631,089 127268.00 15 1,2270.0592,321,331,434 152250.00 14 1,4440.0622,442,251,686 160230.00 13 9120.0361,417,911,065 93216.00 12 1,0030.0371,464,631,172 96206.00 11 1,7700.0592,318,712,067 152190.00 10 1,9030.0542,148,182,223 141170.00 9 2,0620.0501,968,322,408 129150.00 8 1,8090.0361,426,502,114 94130.00 7 1,8090.0291,140,702,114 75110.00 6 1,8090.022872,0392,114 5790.00 5 2,0620.018709,7522,408 4770.00 4 1,8090.010397,0892,114 2650.00 3 1,8090.005200,4352,114 1330.00 2 1,0860.00143,3711,268 314.00 1 8900.0006,6461,039 04.00 Andrew SBNHH-1D65A 350.00283,77841 6298.00 Andrew SBNHH-1D65C 2260.014541,588264 36298.00 Commscope SBNHH-1D45A 430.003103,44251 7298.00 Ericsson RRUS 12 1280.008307,255150 20298.00 Ericsson RRUS-11 800 MHz 1390.008331,835162 22298.00 Page 7 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Equivalent Lateral Force Method Ericsson RRUS-32 (77 lbs)1980.012473,173231 31298.00 Kathrein Scala 742 213 1130.007270,384132 18298.00 Raycap DC6-48-60-18-8F ("Squid)540.003130,27664 9298.00 RFS ATM192012-0 560.003135,19266 9298.00 Round Sector Frame 7700.0471,843,52900 121298.00 Decibel DB848H90E-XY 2160.012479,437252 31282.00 Flat Light Sector Frame 1,0270.0582,283,031,200 150282.00 Torque Arms 2570.014554,564300 36276.00 Alcatel-Lucent 1900 MHz 4x45 RRH 1540.008302,445180 20257.00 Alcatel-Lucent 800 MHz 2X50W RRH w/ 1640.008322,607192 21257.00 Alcatel-Lucent TD-RRH8x20-25 w/ Solar 1800.009352,852210 23257.00 Andrew DB980H90E-M 440.00285,69351 6257.00 Flat Light Sector Frame 1,0270.0512,016,291,200 132257.00 RFS APXVSPP18-C-A20 980.005191,548114 13257.00 RFS RFS APXV9TM14-ALU-I20 1420.007277,745165 18257.00 Ericsson AIR 21, 1.3M, B4A B2P 2090.010374,864244 25240.00 Ericsson KRY 112 489/2 400.00270,83346 5240.00 Ericsson KRY 112 71 340.00260,71440 4240.00 Flat Side Arm 3850.017689,933450 45240.00 Torque Arms 4280.017678,175500 45219.00 Andrew HBXX-6517DS-A2M (43 lbs)2210.008309,914258 20200.00 Antel BXA-70080-8CF-EDIN-2 590.00282,88469 5200.00 Commscope LNX-6515DS-A1M (43.7 lb)1120.004157,479131 10200.00 Ericsson RRUS-32 3950.014554,962462 36200.00 Flat Light Sector Frame 1,0270.0371,441,451,200 95200.00 Raycap RRFDC-3315-PF-48 550.00276,87864 5200.00 RFS FD9R6004/1C-3L 160.00122,34319 1200.00 39,390 39,446,523 1.000 2,590 33,720 Page 8 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Equivalent Modal Analysis Method Spectral Response Acceleration at 1.0 Second Period (S Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): Spectral Response Acceleration for Short Period (S 0.21 0.09 1.00 1.60 2.40 2.50 0.22 0.15 1.30 1.18 1): d1): ds): (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) s): e): a: v: Section (ft) Height Weight (lb)a b c S Horizontal Force (lb)(lb) Force Vertical LoadCase (1.2 + 0.2Sds) * DL + E Seismic Above Base az 18 1,4410.3880.9201.3891.7661,159 234290.00 17 4910.3000.7020.8511.623395 62278.00 16 1,3550.2390.5530.5221.5081,089 135268.00 15 1,7830.1530.3470.1381.3121,434 114250.00 14 2,0980.0920.194-0.0641.1111,686 81230.00 13 1,3250.0690.122-0.1140.9801,065 38216.00 12 1,4580.0590.084-0.1220.8911,172 36206.0011 2,5720.0530.043-0.1030.7582,067 57190.00 10 2,7650.0540.015-0.0550.6072,223 63170.00 9 2,9960.0570.006-0.0060.4722,408 71150.00 8 2,6290.0560.0080.0310.3552,114 62130.00 7 2,6290.0520.0170.0550.2542,114 57110.00 6 2,6290.0450.0270.0660.1702,114 4990.00 5 2,9960.0380.0370.0710.1032,408 4870.00 4 2,6290.0320.0420.0710.0532,114 3550.00 3 2,6290.0250.0370.0630.0192,114 2830.00 2 1,5780.0160.0230.0420.0041,268 1014.00 1 1,2930.0060.0080.0150.0001,039 34.00 Andrew SBNHH-1D65A 510.4541.0931.8501.86541 10298.00 Andrew SBNHH-1D65C 3290.4541.0931.8501.865264 62298.00 Commscope SBNHH-1D45A 630.4541.0931.8501.86551 12298.00Ericsson RRUS 12 1870.4541.0931.8501.865150 35298.00 Ericsson RRUS-11 800 MHz 2020.4541.0931.8501.865162 38298.00 Ericsson RRUS-32 (77 lbs)2870.4541.0931.8501.865231 55298.00 Kathrein Scala 742 213 1640.4541.0931.8501.865132 31298.00 Raycap DC6-48-60-18-8F ("Squid)790.4541.0931.8501.86564 15298.00 RFS ATM192012-0 820.4541.0931.8501.86566 16298.00 Round Sector Frame 1,1200.4541.0931.8501.865900 213298.00 Decibel DB848H90E-XY 3130.3280.7691.0121.670252 43282.00 Flat Light Sector Frame 1,4930.3280.7691.0121.6701,200 205282.00 Torque Arms 3730.2870.6700.7781.600300 45276.00 Alcatel-Lucent 1900 MHz 4x45 2240.1820.4190.2601.387180 17257.00 Alcatel-Lucent 800 MHz 2X50W 2390.1820.4190.2601.387192 18257.00 Alcatel-Lucent TD-RRH8x20-25 2610.1820.4190.2601.387210 20257.00 Andrew DB980H90E-M 630.1820.4190.2601.38751 5257.00 Flat Light Sector Frame 1,4930.1820.4190.2601.3871,200 114257.00 RFS APXVSPP18-C-A20 1420.1820.4190.2601.387114 11257.00 RFS RFS APXV9TM14-ALU-I20 2060.1820.4190.2601.387165 16257.00 Ericsson AIR 21, 1.3M, B4A B2P 3040.1180.2620.0141.210244 15240.00 Ericsson KRY 112 489/2 570.1180.2620.0141.21046 3240.00 Page 9 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Equivalent Modal Analysis Method Ericsson KRY 112 71 490.1180.2620.0141.21040 2240.00 Flat Side Arm 5600.1180.2620.0141.210450 28240.00 Torque Arms 6220.0730.135-0.1081.007500 19219.00 Andrew HBXX-6517DS-A2M (43 3210.0560.066-0.1180.840258 7200.00 Antel BXA-70080-8CF-EDIN-2 860.0560.066-0.1180.84069 2200.00Commscope LNX-6515DS-A1M 1630.0560.066-0.1180.840131 4200.00 Ericsson RRUS-32 5750.0560.066-0.1180.840462 13200.00 Flat Light Sector Frame 1,4930.0560.066-0.1180.8401,200 35200.00 Raycap RRFDC-3315-PF-48 800.0560.066-0.1180.84064 2200.00 RFS FD9R6004/1C-3L 230.0560.066-0.1180.84019 1200.00 39,390 57.010 25.093 20.897 9.434 2,293 48,999 Section (ft) Height Weight (lb)a b c S Horizontal Force (lb)(lb) Force Vertical LoadCase (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Above Base az 18 9920.3880.9201.3891.7661,159 234290.00 17 3380.3000.7020.8511.623395 62278.00 16 9320.2390.5530.5221.5081,089 135268.00 15 1,2270.1530.3470.1381.3121,434 114250.00 14 1,4440.0920.194-0.0641.1111,686 81230.00 13 9120.0690.122-0.1140.9801,065 38216.00 12 1,0030.0590.084-0.1220.8911,172 36206.00 11 1,7700.0530.043-0.1030.7582,067 57190.00 10 1,9030.0540.015-0.0550.6072,223 63170.00 9 2,0620.0570.006-0.0060.4722,408 71150.00 8 1,8090.0560.0080.0310.3552,114 62130.00 7 1,8090.0520.0170.0550.2542,114 57110.00 6 1,8090.0450.0270.0660.1702,114 4990.00 5 2,0620.0380.0370.0710.1032,408 4870.00 4 1,8090.0320.0420.0710.0532,114 3550.00 3 1,8090.0250.0370.0630.0192,114 2830.00 2 1,0860.0160.0230.0420.0041,268 1014.00 1 8900.0060.0080.0150.0001,039 34.00 Andrew SBNHH-1D65A 350.4541.0931.8501.86541 10298.00 Andrew SBNHH-1D65C 2260.4541.0931.8501.865264 62298.00 Commscope SBNHH-1D45A 430.4541.0931.8501.86551 12298.00 Ericsson RRUS 12 1280.4541.0931.8501.865150 35298.00 Ericsson RRUS-11 800 MHz 1390.4541.0931.8501.865162 38298.00 Ericsson RRUS-32 (77 lbs)1980.4541.0931.8501.865231 55298.00Kathrein Scala 742 213 1130.4541.0931.8501.865132 31298.00 Raycap DC6-48-60-18-8F ("Squid)540.4541.0931.8501.86564 15298.00 RFS ATM192012-0 560.4541.0931.8501.86566 16298.00 Round Sector Frame 7700.4541.0931.8501.865900 213298.00 Decibel DB848H90E-XY 2160.3280.7691.0121.670252 43282.00 Flat Light Sector Frame 1,0270.3280.7691.0121.6701,200 205282.00 Torque Arms 2570.2870.6700.7781.600300 45276.00 Alcatel-Lucent 1900 MHz 4x45 1540.1820.4190.2601.387180 17257.00 Alcatel-Lucent 800 MHz 2X50W 1640.1820.4190.2601.387192 18257.00 Alcatel-Lucent TD-RRH8x20-25 1800.1820.4190.2601.387210 20257.00 Andrew DB980H90E-M 440.1820.4190.2601.38751 5257.00 Flat Light Sector Frame 1,0270.1820.4190.2601.3871,200 114257.00 RFS APXVSPP18-C-A20 980.1820.4190.2601.387114 11257.00 RFS RFS APXV9TM14-ALU-I20 1420.1820.4190.2601.387165 16257.00Ericsson AIR 21, 1.3M, B4A B2P 2090.1180.2620.0141.210244 15240.00 Ericsson KRY 112 489/2 400.1180.2620.0141.21046 3240.00 Ericsson KRY 112 71 340.1180.2620.0141.21040 2240.00 Flat Side Arm 3850.1180.2620.0141.210450 28240.00 Torque Arms 4280.0730.135-0.1081.007500 19219.00 Andrew HBXX-6517DS-A2M (43 2210.0560.066-0.1180.840258 7200.00 Antel BXA-70080-8CF-EDIN-2 590.0560.066-0.1180.84069 2200.00 Commscope LNX-6515DS-A1M 1120.0560.066-0.1180.840131 4200.00 Ericsson RRUS-32 3950.0560.066-0.1180.840462 13200.00 Page 10 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Equivalent Modal Analysis Method Flat Light Sector Frame 1,0270.0560.066-0.1180.8401,200 35200.00 Raycap RRFDC-3315-PF-48 550.0560.066-0.1180.84064 2200.00 RFS FD9R6004/1C-3L 160.0560.066-0.1180.84019 1200.00 39,390 57.010 25.093 20.897 9.434 2,293 33,720 Page 11 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Force/Stress Summary Section:8.000Height (ft):0.00Bot Elev (ft):1 G90TB-8FT DIAG HORIZ LEG PX - 3" DIA PIPE CHN - C12 x 20.7 0.00 -2.04 -95.09 1.2D + 1.0Di + 1.2D + 1.0Di + 0.000 3.151 2.66 100 100 0 0 100 100 100 28.0 50.0 128.33 0 0 0.00 0.00 74 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 17.36 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 8 0 Member Controls% Use (kip) phiRnBear (kip) phiRnvShear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 84.38 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 -2.04 0.00 -90.57 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 75 Member X Member Z426.967.95114.8236.0129.650 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 3.32 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 74 0 0 Bolt Bear Controls% Use (kip) phiRnBear (kip) phiRnvShear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 88.24 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 84.38 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 12 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -1.04 0.00 -87.69 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 73 Member X Member Z216.967.95114.8336.0129.450 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 1.11 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 24 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 86.45 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 88.24 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 -1.20 0.00 -85.65 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 71 Member X Member Z246.967.95114.8336.0129.450 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 1.28 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 28 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 82.87 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 86.45 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 13 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -3.14 0.00 -81.68 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 68 Member X Member Z3013.0512.431110.1836.0113.850 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 2.79 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 32 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 77.69 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 82.87 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 -2.38 0.00 -72.02 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 60 Member X Member Z496.967.95114.8336.0129.450 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 2.07 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 46 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 71.93 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 77.69 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 14 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -70.87 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 59 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 0.71 0.00 0.00 1.2D + 1.6W 60 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 15 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 69.08 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 71.93 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 -2.23 0.00 -70.13 1.2D + 1.6W 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 58 Member X Member Z466.967.95114.8336.0129.450 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 2.30 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 51 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 72.72 1.2D + 1.6W 0.00 0 0.00 0.00 0 69.08 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 15 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -4.23 0.00 -104.53 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 87 Member X Member Z4113.0512.431110.1836.0113.850 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 3.82 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 45 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 109.58 1.2D + 1.6W 0.00 0 0.00 0.00 0 72.72 1.2D + 1.6W 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 -3.91 0.00 -104.57 1.2D + 1.6W 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 87 Member X Member Z5610.447.95116.9836.0130.750 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 3.50 0.00 17.77 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 52 0 13 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 75.30 1.2D + 1.6W 0.00 0 0.00 0.00 0 109.58 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 16 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -2.00 0.00 -72.85 1.2D + 1.6W 1.2D + 1.6W 90 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 86 Member X Member Z2810.447.95116.9836.0130.750 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 2.03 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 30 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 59.28 1.2D + 1.6W 0.00 0 0.00 0.00 0 75.30 1.2D + 1.6W 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 -2.68 0.00 -64.87 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 77 Member X Member Z1534.8024.861217.3136.0103.650 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 2.19 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 8 0 0 Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 68.16 1.2D + 1.6W 0.00 0 0.00 0.00 0 59.28 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 17 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -6.99 -16.20 -82.32 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 98 Member X Bolt Shear Member Z4034.8024.861217.3636.0103.350 50 101.8 36.0 51.04 2 2 24.86 52.20 65 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 6.67 18.74 32.43 1.2D + 1.6W 60 1.2D + 1.6W 60 1.2D + 1.6W 90 36 36 50 65 58 58 24.55 0 2 2 101.25 70.39 0 2 1 24.86 24.86 0.00 0.00 33.93 28.71 27 75 32 Member Bolt Shear Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 89.11 1.2D + 1.6W 0.00 0 32.43 1.2D + 1.6W 60 0.00 0 68.16 1.2D + 1.6W 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 -4.55 0.00 -84.05 1.2D + 1.6W 1.2D + 1.6W 90 6.384 0.000 3.92 100 0 50 50 0 100 100 50.9 50.0 83.80 0 0 0.00 0.00 100 Member X Member Z6510.447.95116.9836.0130.750 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 4.09 0.00 32.57 1.2D + 1.6W 60 1.2D + 1.6W 90 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 60 0 32 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 48.53 1.2D + 1.6W 0.00 0 0.00 0.00 0 89.11 1.2D + 1.6W 0.00 0 32.43 1.2D + 1.6W 60 120.40 27 0 4 3/4 A325 Num Page 18 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -2.31 0.00 -45.55 1.2D + 1.6W 1.2D + 1.6W 90 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 54 Member X Member Z3310.447.95116.9836.0130.750 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 2.59 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 38 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 28.88 1.2D + 1.6W 0.00 0 0.00 0.00 0 48.53 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 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 -5.39 0.00 -30.37 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 36 Member X Member Z5313.0512.431110.1536.0114.050 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 1.38 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 16 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 35.12 1.2D + 1.6W 0.00 0 0.00 0.00 0 28.88 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 19 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_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 -30.78 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 36 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 6.19 28.53 18.92 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 73 104 18 Member Bolt Bear Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 23.27 1.2D + 1.6W 0.00 0 18.92 1.2D + 1.6W 60 0.00 0 35.12 1.2D + 1.6W 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 -3.77 -0.60 -23.18 1.2D + 1.6W 1.2D + 1.6W 60 1.2D + 1.6W 90 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 22 Member X Member Z Member Z5410.447.95116.9836.0130.750 100 206.5 36.0 2.81 1 1 7.95 10.44 21 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 2.32 0.71 19.00 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 90 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 10 18 Member Bolt Bear Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) FyLoad Case(kip) PuMax Tension Member Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.28 (1.2 + 0.2Sds) * 0.00 0 0.00 0.00 0 23.27 1.2D + 1.6W 0.00 0 18.92 1.2D + 1.6W 60 120.40 16 0 4 3/4 A325 Num Page 20 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Support Forces Summary Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down (0.9 - 0.2Sds) * DL + E 60 deg M1 A1b 12.20 -14.27 -7.04 A1a -14.44 -17.64 -8.34 A1 0.00 -14.27 14.08 1 0.01 84.56 0.00 (0.9 - 0.2Sds) * DL + E 60 deg M2 A1b 12.30 -14.34 -7.10 A1a -14.25 -17.54 -8.23 A1 0.00 -14.34 14.20 1 -0.04 84.61 -0.02 (0.9 - 0.2Sds) * DL + E 90 deg M1 A1b 11.65 -13.45 -6.73 A1a -14.25 -17.35 -8.22 A1 0.00 -15.40 14.95 1 0.01 84.59 0.00 (0.9 - 0.2Sds) * DL + E 90 deg M2 A1b 11.84 -13.58 -6.83 A1a -14.08 -17.27 -8.13 A1 0.00 -15.42 14.96 1 -0.04 84.65 0.00 (0.9 - 0.2Sds) * DL + E Normal M1 A1b 13.70 -16.53 -7.91 A1a -13.70 -16.53 -7.91 A1 0.00 -13.16 13.23 1 0.00 84.61 0.01 (0.9 - 0.2Sds) * DL + E Normal M2 A1b 13.61 -16.50 -7.86 A1a -13.61 -16.50 -7.86 A1 0.00 -13.31 13.47 1 0.00 84.69 -0.04 (1.2 + 0.2Sds) * DL + E 60 deg M1 A1b 11.88 -13.85 -6.86 A1a -14.13 -17.23 -8.16 A1 0.00 -13.85 13.72 1 0.01 98.56 0.00 (1.2 + 0.2Sds) * DL + E 60 deg M2 A1b 11.99 -13.93 -6.92 A1a -13.94 -17.13 -8.05 A1 0.00 -13.93 13.85 1 -0.04 98.61 -0.02 (1.2 + 0.2Sds) * DL + E 90 deg M1 A1b 11.34 -13.03 -6.55 A1a -13.94 -16.94 -8.04 A1 0.00 -14.98 14.59 1 0.01 98.59 0.00 (1.2 + 0.2Sds) * DL + E 90 deg M2 A1b 11.53 -13.16 -6.65 A1a -13.77 -16.86 -7.95 A1 0.00 -15.01 14.60 1 -0.04 98.66 0.00 (1.2 + 0.2Sds) * DL + E Normal M1 A1b 13.39 -16.12 -7.73 A1a -13.39 -16.12 -7.73 A1 0.00 -12.74 12.87 1 0.00 98.62 0.01 (1.2 + 0.2Sds) * DL + E Normal M2 A1b 13.31 -16.09 -7.68 A1a -13.31 -16.09 -7.68 A1 0.00 -12.89 13.12 1 0.00 98.70 -0.04 Page 21 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 1.0D + 1.0W Service 60 deg A1b 8.88 -10.79 -5.55 A1a -23.00 -28.28 -13.28 A1 -0.37 -10.79 10.46 1 -0.83 93.83 -0.48 1.0D + 1.0W Service 90 deg A1b 5.54 -6.35 -3.41 A1a -21.91 -26.67 -12.42 A1 -0.46 -16.50 15.82 1 -0.98 93.56 0.01 1.0D + 1.0W Service Normal A1b 18.18 -22.11 -10.94 A1a -18.18 -22.11 -10.94 A1 0.00 -4.14 4.72 1 0.00 92.47 -1.03 1.2D + 1.0Di + 1.0Wi 60 deg A1b 21.67 -23.81 -13.15 A1a -29.37 -32.72 -16.96 A1 -0.55 -23.81 25.34 1 -0.24 263.13 -0.14 1.2D + 1.0Di + 1.0Wi 90 deg A1b 20.11 -21.74 -11.93 A1a -28.97 -32.03 -16.40 A1 -0.67 -26.87 28.33 1 -0.27 263.54 0.00 1.2D + 1.0Di + 1.0Wi Normal A1b 26.87 -29.97 -16.15 A1a -26.87 -29.97 -16.15 A1 0.00 -21.03 22.74 1 0.00 263.98 -0.27 1.2D + 1.6W 60 deg A1b 7.46 -11.71 -6.03 A1a -64.49 -81.98 -37.23 A1 -1.49 -11.71 9.48 1 -2.96 157.03 -1.71 1.2D + 1.6W 90 deg A1b 2.09 -4.52 -2.05 A1a -68.60 -86.41 -38.16 A1 -2.10 -45.60 40.54 1 -2.85 188.47 -0.34 1.2D + 1.6W Normal A1b 57.95 -75.39 -35.84 A1a -57.95 -75.39 -35.84 A1 0.00 -2.87 1.36 1 0.00 205.86 -2.58 Max Reactions Base Vertical (kip) Horizontal (kip) 263.98 3.42 -86.41 78.50 Anch1 Page 22 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 Tension Cable Forces Summary Load Case Node 1 Allow (kip)(kip)Node 2 Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W Normal A1 30 25.44 0.33 180.00 5/8 EHS A1b 30a 25.44 14.24 55 5/8 EHS A1a 30b 25.44 14.24 55 5/8 EHS A1 58 47.82 0.30 0160.00 7/8 EHS A1b 58a 47.82 28.45 59 7/8 EHS A1a 58b 47.82 28.45 59 7/8 EHS A1 T3 25.44 0.79 3219.79 5/8 EHS A1a T3b 25.44 15.65 61 5/8 EHS A1b T3a 25.44 17.36 68 5/8 EHS A1b T3 25.44 15.65 61 5/8 EHS A1a T3a 25.44 17.36 68 5/8 EHS A1 T3b 25.44 0.79 3 5/8 EHS A1 T4 25.44 1.12 4276.00 5/8 EHS A1a T4b 25.44 14.63 57 5/8 EHS A1b T4a 25.44 13.96 54 5/8 EHS A1b T4 25.44 14.63 57 5/8 EHS A1a T4a 25.44 13.96 54 5/8 EHS A1 T4b 25.44 1.12 4 5/8 EHS 1.2D + 1.6W 60 deg A1 30 25.44 1.77 680.00 5/8 EHS A1b 30a 25.44 1.77 6 5/8 EHS A1a 30b 25.44 16.11 63 5/8 EHS A1 58 47.82 3.50 7160.00 7/8 EHS A1b 58a 47.82 3.50 7 7/8 EHS A1a 58b 47.82 30.09 62 7/8 EHS A1 T3 25.44 2.81 11219.79 5/8 EHS A1a T3b 25.44 17.37 68 5/8 EHS A1b T3a 25.44 2.80 11 5/8 EHS A1b T3 25.44 2.81 11 5/8 EHS A1a T3a 25.44 17.37 68 5/8 EHS A1 T3b 25.44 2.80 11 5/8 EHS A1 T4 25.44 2.99 11276.00 5/8 EHS A1a T4b 25.44 16.32 64 5/8 EHS A1b T4a 25.44 2.72 10 5/8 EHS A1b T4 25.44 2.99 11 5/8 EHS A1a T4a 25.44 16.32 64 5/8 EHS A1 T4b 25.44 2.72 10 5/8 EHS 1.2D + 1.6W 90 deg A1 30 25.44 8.05 3180.00 5/8 EHS A1b 30a 25.44 0.51 2 5/8 EHS A1a 30b 25.44 16.75 65 5/8 EHS A1 58 47.82 17.12 35160.00 7/8 EHS A1b 58a 47.82 1.05 2 7/8 EHS A1a 58b 47.82 32.48 67 7/8 EHS A1 T3 25.44 9.73 38219.79 5/8 EHS A1a T3b 25.44 19.14 75 5/8 EHS A1b T3a 25.44 1.10 4 5/8 EHS A1b T3 25.44 1.19 4 5/8 EHS A1a T3a 25.44 17.90 70 5/8 EHS A1 T3b 25.44 11.15 43 5/8 EHS A1 T4 25.44 8.98 35276.00 5/8 EHS A1a T4b 25.44 16.60 65 5/8 EHS A1b T4a 25.44 1.39 5 5/8 EHS A1b T4 25.44 1.47 5 5/8 EHS A1a T4a 25.44 16.78 65 5/8 EHS Page 23 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 A1 T4b 25.44 8.10 31 5/8 EHS 1.2D + 1.0Di + 1.0Wi Normal A1 30 25.44 6.48 2580.00 5/8 EHS A1b 30a 25.44 8.19 32 5/8 EHS A1a 30b 25.44 8.19 32 5/8 EHS A1 58 47.82 9.11 19160.00 7/8 EHS A1b 58a 47.82 12.11 25 7/8 EHS A1a 58b 47.82 12.11 25 7/8 EHS A1 T3 25.44 6.30 24219.79 5/8 EHS A1a T3b 25.44 8.25 32 5/8 EHS A1b T3a 25.44 8.19 32 5/8 EHS A1b T3 25.44 8.25 32 5/8 EHS A1a T3a 25.44 8.19 32 5/8 EHS A1 T3b 25.44 6.30 24 5/8 EHS A1 T4 25.44 5.41 21276.00 5/8 EHS A1a T4b 25.44 7.49 29 5/8 EHS A1b T4a 25.44 7.32 28 5/8 EHS A1b T4 25.44 7.49 29 5/8 EHS A1a T4a 25.44 7.32 28 5/8 EHS A1 T4b 25.44 5.41 21 5/8 EHS 1.2D + 1.0Di + 1.0Wi 60 deg A1 30 25.44 7.00 2780.00 5/8 EHS A1b 30a 25.44 7.00 27 5/8 EHS A1a 30b 25.44 8.65 34 5/8 EHS A1 58 47.82 10.00 20160.00 7/8 EHS A1b 58a 47.82 10.00 20 7/8 EHS A1a 58b 47.82 13.05 27 7/8 EHS A1 T3 25.44 6.91 27219.79 5/8 EHS A1a T3b 25.44 8.81 34 5/8 EHS A1b T3a 25.44 6.85 26 5/8 EHS A1b T3 25.44 6.91 27 5/8 EHS A1a T3a 25.44 8.81 34 5/8 EHS A1 T3b 25.44 6.85 26 5/8 EHS A1 T4 25.44 6.13 24276.00 5/8 EHS A1a T4b 25.44 8.01 31 5/8 EHS A1b T4a 25.44 5.97 23 5/8 EHS A1b T4 25.44 6.13 24 5/8 EHS A1a T4a 25.44 8.01 31 5/8 EHS A1 T4b 25.44 5.97 23 5/8 EHS 1.2D + 1.0Di + 1.0Wi 90 deg A1 30 25.44 7.61 2980.00 5/8 EHS A1b 30a 25.44 6.60 25 5/8 EHS A1a 30b 25.44 8.54 33 5/8 EHS A1 58 47.82 11.04 23160.00 7/8 EHS A1b 58a 47.82 9.33 19 7/8 EHS A1a 58b 47.82 12.82 26 7/8 EHS A1 T3 25.44 7.58 29219.79 5/8 EHS A1a T3b 25.44 8.66 34 5/8 EHS A1b T3a 25.44 6.44 25 5/8 EHS A1b T3 25.44 6.45 25 5/8 EHS A1a T3a 25.44 8.68 34 5/8 EHS A1 T3b 25.44 7.50 29 5/8 EHS A1 T4 25.44 6.83 26276.00 5/8 EHS A1a T4b 25.44 7.81 30 5/8 EHS A1b T4a 25.44 5.54 21 5/8 EHS A1b T4 25.44 5.61 22 5/8 EHS A1a T4a 25.44 7.91 31 5/8 EHS A1 T4b 25.44 6.63 26 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M1 A1 30 25.44 3.81 1480.00 5/8 EHS A1b 30a 25.44 3.97 15 5/8 EHS A1a 30b 25.44 3.97 15 5/8 EHS Page 24 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 A1 58 47.82 6.07 12160.00 7/8 EHS A1b 58a 47.82 6.89 14 7/8 EHS A1a 58b 47.82 6.89 14 7/8 EHS A1 T3 25.44 2.89 11219.79 5/8 EHS A1a T3b 25.44 3.66 14 5/8 EHS A1b T3a 25.44 3.75 14 5/8 EHS A1b T3 25.44 3.66 14 5/8 EHS A1a T3a 25.44 3.75 14 5/8 EHS A1 T3b 25.44 2.89 11 5/8 EHS A1 T4 25.44 1.98 7276.00 5/8 EHS A1a T4b 25.44 2.84 11 5/8 EHS A1b T4a 25.44 2.79 10 5/8 EHS A1b T4 25.44 2.84 11 5/8 EHS A1a T4a 25.44 2.79 10 5/8 EHS A1 T4b 25.44 1.98 7 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M2 A1 30 25.44 3.88 1580.00 5/8 EHS A1b 30a 25.44 3.94 15 5/8 EHS A1a 30b 25.44 3.94 15 5/8 EHS A1 58 47.82 6.42 13160.00 7/8 EHS A1b 58a 47.82 6.70 14 7/8 EHS A1a 58b 47.82 6.70 14 7/8 EHS A1 T3 25.44 2.94 11219.79 5/8 EHS A1a T3b 25.44 3.59 14 5/8 EHS A1b T3a 25.44 3.75 14 5/8 EHS A1b T3 25.44 3.59 14 5/8 EHS A1a T3a 25.44 3.75 14 5/8 EHS A1 T3b 25.44 2.94 11 5/8 EHS A1 T4 25.44 1.85 7276.00 5/8 EHS A1a T4b 25.44 2.92 11 5/8 EHS A1b T4a 25.44 2.91 11 5/8 EHS A1b T4 25.44 2.92 11 5/8 EHS A1a T4a 25.44 2.91 11 5/8 EHS A1 T4b 25.44 1.85 7 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M1 A1 30 25.44 3.86 1580.00 5/8 EHS A1b 30a 25.44 3.86 15 5/8 EHS A1a 30b 25.44 4.04 15 5/8 EHS A1 58 47.82 6.34 13160.00 7/8 EHS A1b 58a 47.82 6.34 13 7/8 EHS A1a 58b 47.82 7.16 14 7/8 EHS A1 T3 25.44 3.13 12219.79 5/8 EHS A1a T3b 25.44 3.95 15 5/8 EHS A1b T3a 25.44 3.20 12 5/8 EHS A1b T3 25.44 3.13 12 5/8 EHS A1a T3a 25.44 3.95 15 5/8 EHS A1 T3b 25.44 3.20 12 5/8 EHS A1 T4 25.44 2.26 8276.00 5/8 EHS A1a T4b 25.44 3.10 12 5/8 EHS A1b T4a 25.44 2.21 8 5/8 EHS A1b T4 25.44 2.26 8 5/8 EHS A1a T4a 25.44 3.10 12 5/8 EHS A1 T4b 25.44 2.21 8 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M2 A1 30 25.44 3.89 1580.00 5/8 EHS A1b 30a 25.44 3.89 15 5/8 EHS A1a 30b 25.44 3.97 15 5/8 EHS A1 58 47.82 6.51 13160.00 7/8 EHS A1b 58a 47.82 6.51 13 7/8 EHS A1a 58b 47.82 6.80 14 7/8 EHS A1 T3 25.44 3.14 12219.79 5/8 EHS A1a T3b 25.44 3.87 15 5/8 EHS Page 25 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 A1b T3a 25.44 3.27 12 5/8 EHS A1b T3 25.44 3.14 12 5/8 EHS A1a T3a 25.44 3.87 15 5/8 EHS A1 T3b 25.44 3.27 12 5/8 EHS A1 T4 25.44 2.19 8276.00 5/8 EHS A1a T4b 25.44 3.29 12 5/8 EHS A1b T4a 25.44 2.16 8 5/8 EHS A1b T4 25.44 2.19 8 5/8 EHS A1a T4a 25.44 3.29 12 5/8 EHS A1 T4b 25.44 2.16 8 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M1 A1 30 25.44 3.91 1580.00 5/8 EHS A1b 30a 25.44 3.82 15 5/8 EHS A1a 30b 25.44 4.02 15 5/8 EHS A1 58 47.82 6.62 13160.00 7/8 EHS A1b 58a 47.82 6.14 12 7/8 EHS A1a 58b 47.82 7.09 14 7/8 EHS A1 T3 25.44 3.39 13219.79 5/8 EHS A1a T3b 25.44 3.92 15 5/8 EHS A1b T3a 25.44 2.98 11 5/8 EHS A1b T3 25.44 2.95 11 5/8 EHS A1a T3a 25.44 3.86 15 5/8 EHS A1 T3b 25.44 3.49 13 5/8 EHS A1 T4 25.44 2.55 10276.00 5/8 EHS A1a T4b 25.44 3.01 11 5/8 EHS A1b T4a 25.44 2.03 7 5/8 EHS A1b T4 25.44 2.06 8 5/8 EHS A1a T4a 25.44 3.04 11 5/8 EHS A1 T4b 25.44 2.49 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M2 A1 30 25.44 3.91 1580.00 5/8 EHS A1b 30a 25.44 3.88 15 5/8 EHS A1a 30b 25.44 3.96 15 5/8 EHS A1 58 47.82 6.61 13160.00 7/8 EHS A1b 58a 47.82 6.44 13 7/8 EHS A1a 58b 47.82 6.77 14 7/8 EHS A1 T3 25.44 3.36 13219.79 5/8 EHS A1a T3b 25.44 3.87 15 5/8 EHS A1b T3a 25.44 3.05 11 5/8 EHS A1b T3 25.44 2.98 11 5/8 EHS A1a T3a 25.44 3.77 14 5/8 EHS A1 T3b 25.44 3.53 13 5/8 EHS A1 T4 25.44 2.55 10276.00 5/8 EHS A1a T4b 25.44 3.19 12 5/8 EHS A1b T4a 25.44 1.92 7 5/8 EHS A1b T4 25.44 1.94 7 5/8 EHS A1a T4a 25.44 3.19 12 5/8 EHS A1 T4b 25.44 2.52 9 5/8 EHS (0.9 - 0.2Sds) * DL + E Normal M1 A1 30 25.44 3.85 1580.00 5/8 EHS A1b 30a 25.44 4.02 15 5/8 EHS A1a 30b 25.44 4.02 15 5/8 EHS A1 58 47.82 6.25 13160.00 7/8 EHS A1b 58a 47.82 7.07 14 7/8 EHS A1a 58b 47.82 7.07 14 7/8 EHS A1 T3 25.44 3.00 11219.79 5/8 EHS A1a T3b 25.44 3.76 14 5/8 EHS A1b T3a 25.44 3.85 15 5/8 EHS A1b T3 25.44 3.76 14 5/8 EHS A1a T3a 25.44 3.85 15 5/8 EHS A1 T3b 25.44 3.00 11 5/8 EHS A1 T4 25.44 2.03 7276.00 5/8 EHS Page 26 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 A1a T4b 25.44 2.90 11 5/8 EHS A1b T4a 25.44 2.85 11 5/8 EHS A1b T4 25.44 2.90 11 5/8 EHS A1a T4a 25.44 2.85 11 5/8 EHS A1 T4b 25.44 2.03 7 5/8 EHS (0.9 - 0.2Sds) * DL + E Normal M2 A1 30 25.44 3.92 1580.00 5/8 EHS A1b 30a 25.44 3.99 15 5/8 EHS A1a 30b 25.44 3.99 15 5/8 EHS A1 58 47.82 6.60 13160.00 7/8 EHS A1b 58a 47.82 6.88 14 7/8 EHS A1a 58b 47.82 6.88 14 7/8 EHS A1 T3 25.44 3.05 12219.79 5/8 EHS A1a T3b 25.44 3.69 14 5/8 EHS A1b T3a 25.44 3.85 15 5/8 EHS A1b T3 25.44 3.69 14 5/8 EHS A1a T3a 25.44 3.85 15 5/8 EHS A1 T3b 25.44 3.05 12 5/8 EHS A1 T4 25.44 1.91 7276.00 5/8 EHS A1a T4b 25.44 2.98 11 5/8 EHS A1b T4a 25.44 2.96 11 5/8 EHS A1b T4 25.44 2.98 11 5/8 EHS A1a T4a 25.44 2.96 11 5/8 EHS A1 T4b 25.44 1.91 7 5/8 EHS (0.9 - 0.2Sds) * DL + E 60 deg M1 A1 30 25.44 3.91 1580.00 5/8 EHS A1b 30a 25.44 3.91 15 5/8 EHS A1a 30b 25.44 4.08 16 5/8 EHS A1 58 47.82 6.52 13160.00 7/8 EHS A1b 58a 47.82 6.52 13 7/8 EHS A1a 58b 47.82 7.34 15 7/8 EHS A1 T3 25.44 3.24 12219.79 5/8 EHS A1a T3b 25.44 4.05 15 5/8 EHS A1b T3a 25.44 3.31 13 5/8 EHS A1b T3 25.44 3.24 12 5/8 EHS A1a T3a 25.44 4.05 15 5/8 EHS A1 T3b 25.44 3.31 13 5/8 EHS A1 T4 25.44 2.32 9276.00 5/8 EHS A1a T4b 25.44 3.16 12 5/8 EHS A1b T4a 25.44 2.27 8 5/8 EHS A1b T4 25.44 2.32 9 5/8 EHS A1a T4a 25.44 3.16 12 5/8 EHS A1 T4b 25.44 2.27 8 5/8 EHS (0.9 - 0.2Sds) * DL + E 60 deg M2 A1 30 25.44 3.94 1580.00 5/8 EHS A1b 30a 25.44 3.94 15 5/8 EHS A1a 30b 25.44 4.02 15 5/8 EHS A1 58 47.82 6.69 13160.00 7/8 EHS A1b 58a 47.82 6.69 13 7/8 EHS A1a 58b 47.82 6.98 14 7/8 EHS A1 T3 25.44 3.25 12219.79 5/8 EHS A1a T3b 25.44 3.97 15 5/8 EHS A1b T3a 25.44 3.37 13 5/8 EHS A1b T3 25.44 3.25 12 5/8 EHS A1a T3a 25.44 3.97 15 5/8 EHS A1 T3b 25.44 3.37 13 5/8 EHS A1 T4 25.44 2.25 8276.00 5/8 EHS A1a T4b 25.44 3.34 13 5/8 EHS A1b T4a 25.44 2.22 8 5/8 EHS A1b T4 25.44 2.25 8 5/8 EHS A1a T4a 25.44 3.34 13 5/8 EHS A1 T4b 25.44 2.22 8 5/8 EHS Page 27 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 (0.9 - 0.2Sds) * DL + E 90 deg M1 A1 30 25.44 3.96 1580.00 5/8 EHS A1b 30a 25.44 3.87 15 5/8 EHS A1a 30b 25.44 4.07 15 5/8 EHS A1 58 47.82 6.79 14160.00 7/8 EHS A1b 58a 47.82 6.32 13 7/8 EHS A1a 58b 47.82 7.27 15 7/8 EHS A1 T3 25.44 3.50 13219.79 5/8 EHS A1a T3b 25.44 4.02 15 5/8 EHS A1b T3a 25.44 3.09 12 5/8 EHS A1b T3 25.44 3.06 12 5/8 EHS A1a T3a 25.44 3.96 15 5/8 EHS A1 T3b 25.44 3.59 14 5/8 EHS A1 T4 25.44 2.61 10276.00 5/8 EHS A1a T4b 25.44 3.07 12 5/8 EHS A1b T4a 25.44 2.09 8 5/8 EHS A1b T4 25.44 2.12 8 5/8 EHS A1a T4a 25.44 3.10 12 5/8 EHS A1 T4b 25.44 2.55 10 5/8 EHS (0.9 - 0.2Sds) * DL + E 90 deg M2 A1 30 25.44 3.96 1580.00 5/8 EHS A1b 30a 25.44 3.92 15 5/8 EHS A1a 30b 25.44 4.01 15 5/8 EHS A1 58 47.82 6.78 14160.00 7/8 EHS A1b 58a 47.82 6.62 13 7/8 EHS A1a 58b 47.82 6.95 14 7/8 EHS A1 T3 25.44 3.47 13219.79 5/8 EHS A1a T3b 25.44 3.97 15 5/8 EHS A1b T3a 25.44 3.16 12 5/8 EHS A1b T3 25.44 3.09 12 5/8 EHS A1a T3a 25.44 3.87 15 5/8 EHS A1 T3b 25.44 3.63 14 5/8 EHS A1 T4 25.44 2.61 10276.00 5/8 EHS A1a T4b 25.44 3.24 12 5/8 EHS A1b T4a 25.44 1.98 7 5/8 EHS A1b T4 25.44 2.00 7 5/8 EHS A1a T4a 25.44 3.25 12 5/8 EHS A1 T4b 25.44 2.58 10 5/8 EHS 1.0D + 1.0W Service Normal A1 30 25.44 1.70 680.00 5/8 EHS A1b 30a 25.44 5.52 21 5/8 EHS A1a 30b 25.44 5.52 21 5/8 EHS A1 58 47.82 2.88 6160.00 7/8 EHS A1b 58a 47.82 9.34 19 7/8 EHS A1a 58b 47.82 9.34 19 7/8 EHS A1 T3 25.44 1.16 4219.79 5/8 EHS A1a T3b 25.44 4.85 19 5/8 EHS A1b T3a 25.44 4.78 18 5/8 EHS A1b T3 25.44 4.85 19 5/8 EHS A1a T3a 25.44 4.78 18 5/8 EHS A1 T3b 25.44 1.16 4 5/8 EHS A1 T4 25.44 0.34 1276.00 5/8 EHS A1a T4b 25.44 4.14 16 5/8 EHS A1b T4a 25.44 3.69 14 5/8 EHS A1b T4 25.44 4.14 16 5/8 EHS A1a T4a 25.44 3.69 14 5/8 EHS A1 T4b 25.44 0.34 1 5/8 EHS 1.0D + 1.0W Service 60 deg A1 30 25.44 2.85 1180.00 5/8 EHS A1b 30a 25.44 2.85 11 5/8 EHS A1a 30b 25.44 6.47 25 5/8 EHS A1 58 47.82 4.79 10160.00 7/8 EHS Page 28 6/28/2016 4:46:43 PM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21273 Site Name: Code:ANSI/TIA-222-G Anderson Creek NC, NC Customer:T- Mobile Engineering Number:OAA680123_C3_01 A1b 58a 47.82 4.79 10 7/8 EHS A1a 58b 47.82 11.29 23 7/8 EHS A1 T3 25.44 2.53 9219.79 5/8 EHS A1a T3b 25.44 6.15 24 5/8 EHS A1b T3a 25.44 2.51 9 5/8 EHS A1b T3 25.44 2.53 9 5/8 EHS A1a T3a 25.44 6.15 24 5/8 EHS A1 T3b 25.44 2.51 9 5/8 EHS A1 T4 25.44 2.03 7276.00 5/8 EHS A1a T4b 25.44 5.27 20 5/8 EHS A1b T4a 25.44 1.78 6 5/8 EHS A1b T4 25.44 2.03 7 5/8 EHS A1a T4a 25.44 5.27 20 5/8 EHS A1 T4b 25.44 1.78 6 5/8 EHS 1.0D + 1.0W Service 90 deg A1 30 25.44 4.13 1680.00 5/8 EHS A1b 30a 25.44 2.01 7 5/8 EHS A1a 30b 25.44 6.24 24 5/8 EHS A1 58 47.82 6.99 14160.00 7/8 EHS A1b 58a 47.82 3.35 7 7/8 EHS A1a 58b 47.82 10.79 22 7/8 EHS A1 T3 25.44 3.72 14219.79 5/8 EHS A1a T3b 25.44 5.83 22 5/8 EHS A1b T3a 25.44 1.52 5 5/8 EHS A1b T3 25.44 1.55 6 5/8 EHS A1a T3a 25.44 5.77 22 5/8 EHS A1 T3b 25.44 3.70 14 5/8 EHS A1 T4 25.44 3.13 12276.00 5/8 EHS A1a T4b 25.44 4.81 18 5/8 EHS A1b T4a 25.44 0.94 3 5/8 EHS A1b T4 25.44 1.08 4 5/8 EHS A1a T4a 25.44 5.03 19 5/8 EHS A1 T4b 25.44 2.76 10 5/8 EHS Page 29