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5RA0215A_L2100_Structural_Pass
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 :176 ft Self Supported Tower ATC Site Name :McNeil Cemetery NC, NC ATC Site Number :21278 Engineering Number :OAA702077_C3_01 Proposed Carrier :T-Mobile Carrier Site Name :ATC Co McNeil Cemetery Carrier Site Number :5RA0215A Site Location :14180 NC 210 South * Spring Lake, NC 28390-7840 35.223494,-78.939700 County :Harnett Date :April 26, 2017 Max Usage :77% Result :Pass Prepared By: Nihar Gogoi CLS Reviewed By: Eng. Number OAA702077_C3_01 April 26, 2017 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 OAA702077_C3_01 April 26, 2017 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 176 ft self supported tower to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings Rohn Drawing #A981507, dated May 22, 1998 Foundation Drawing F&R Project #Y66-547, dated June 8, 1998 Geotechnical Report F&R Project #Y66-547, dated August 27, 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:96 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 = 0.20, 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 OAA702077_C3_01 April 26, 2017 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 2 Commscope SBNHH-1D65C 1 Powerwave P45-16-XLH-RR 3 Commscope SBNHH-1D65A 6 Kathrein 742 213 3 Ericsson RRUS-32 B30 3 Ericsson RRUS-12 B2 3 Ericsson RRUS-11 800MHz 3 Ericsson RRUS A2 Module 1 Raycap DC6-48-60-18-8F (22.3" Height) 1 Raycap DC6-48-60-18-8F (23.5" Height) 175.0 175.0 6 RFS ATM192012-0 Sector Frames (3) 0.74" 8 AWG 7 (12) 1 5/8" Coax (1) 3/8" RET Control Cable (1) 0.28" Fiber AT&T Mobility 160.0 160.0 --Side Arms (6) 1 5/8" Coax T-Mobile 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 3 Alcatel-Lucent 1900MHz 4X45 RRH150.0 3 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter 3 RFS APXVSPP18-C-A20 148.0 148.0 3 RFS APXV9TM14-ALU-I20 Sector Frames (3) 1 1/4" Hybriflex (1) 1.25" Hybrid Sprint Nextel 3 Antel BXA-70063/8CF __ 6 Andrew HBXX-6517DS-VTM 3 Antel BXA-70080/8CF 6 Ericsson RRUS-32 2 Raycap RRFDC-3315-PF-48 140.0 140.0 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 12 Allgon 7262.02 / XM-1900-90-16I-2-D160.0 160.0 12 Ericsson KRY 112 71 -(6) 1 5/8" Coax T-Mobile Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Ericsson KRY 112 489/2160.0 160.0 3 Ericsson AIR 21, 1.3M, B4A B2P Side Arms (1) 1.4" Hybrid 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 OAA702077_C3_01 April 26, 2017 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 77%Pass Diagonals 57%Pass Horizontals 20%Pass Anchor Bolts 51%Pass Leg Bolts 58%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Uplift (Kips)221.9 299.6 207.9 69% Axial (Kips)260.3 351.4 242.7 69% Shear (Kips)41.1 55.5 40.7 73% * 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) (°) 160.0 Ericsson KRY 112 489/2 T-Mobile 0.296 0.005 0.241 *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 :McNeil Cemetery NC, NC T-Mobile ANSI/TIA-222-G 21278 © 2007 - 2017 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :20.96 ft 6.58 ft Top Width : Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:96 mph no ice 30 mph w/ 3/4" radial ice Site Class: D Ss: 0.20 S1: 0.09 60 mph Serviceability 1 - 2 SAE 50 ksi 4X4X0.25PX 50 ksi 6" DIA PIPE 3 SAE 50 ksi 3.5X3.5X0.25PSP 50 ksi ROHN 6 EHS 4 SAE 50 ksi 3X3X0.25PX 50 ksi 5" DIA PIPE 5 SAE 36 ksi 2.5X2.5X0.25PX 50 ksi 5" DIA PIPE 6 SAE 36 ksi 2.5X2.5X0.25PX 50 ksi 4" DIA PIPE 7 SAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 3-1/2" DIA PIPE 8 SAE 36 ksi 2X2X0.25PST 50 ksi 3" DIA PIPE 9 SAE 36 ksi 1.75X1.75X0.1875SAE 36 ksi 1.75X1.75X0.1875PST 50 ksi 2-1/2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 175.00 Round Sector Frame3Mounting Frame 175.00 Commscope SBNHH-1D65C2Panel 175.00 Powerwave P45-16-XLH-RR1Panel 175.00 Commscope SBNHH-1D65A3Panel 175.00 Kathrein 742 2136Panel 175.00 Ericsson RRUS-32 B303 175.00 Ericsson RRUS-12 B23 175.00 Ericsson RRUS-11 800 MHz3Panel 175.00 Ericsson RRUS A2 Module3 175.00 Raycap DC6-48-60-18-8F (22.3" 1 175.00 Raycap DC6-48-60-18-8F (23.5" 1 175.00 RFS ATM192012-06 160.00 Flat Side Arm3Straight Arm 160.00 Ericsson AIR 21, 1.3M, B4A B2P3Panel 160.00 Ericsson KRY 112 489/23Panel 148.00 Round Sector Frame3Mounting Frame 148.00 RFS APXVSPP18-C-A203Panel 148.00 RFS APXV9TM14-ALU-I203Whip 148.00 Alcatel-Lucent TD-RRH8x20-25 w3Panel 148.00 Alcatel-Lucent 1900 MHz 4X45 R3Panel 148.00 Alcatel-Lucent 800 MHz 2X50W R3Panel 140.00 Flat Light Sector Frame3Mounting Frame 140.00 Antel BXA-70063/8CF __3Panel 140.00 Andrew HBXX-6517DS-VTM6Panel 140.00 Amphenol Antel BXA-70080/8CF3Panel 140.00 Ericsson RRUS-326 140.00 Raycap RRFDC-3315-PF-482 140.00 RFS FD9R6004/1C-3L6 Linear Appurtenance Elev (ft) From DescriptionToQty 4.00 175.00 Wave Guide1 4.00 175.00 3/8" RET Control Cab1 4.00 175.00 1 5/8" Coax2 4.00 175.00 1 5/8" Coax10 4.00 175.00 0.74" 8 AWG 73 4.00 175.00 0.28" Fiber14.00 160.00 Waveguide1 4.00 160.00 1 5/8" Coax6 0.00 160.00 1.4" Hybrid1 4.00 148.00 Waveguide1 4.00 148.00 1.25" Hybrid1 4.00 148.00 1 1/4" Hybriflex3 4.00 140.00 Waveguide1 4.00 140.00 1 5/8" Fiber2 4.00 140.00 1 5/8" Coax12 Job Information Tower : Code : Client : Location :McNeil Cemetery NC, NC T-Mobile ANSI/TIA-222-G 21278 © 2007 - 2017 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :20.96 ft 6.58 ft Top Width : Vertical (kip) Global Base Foundation Design Loads Horizontal (kip)Load Case Moment (k-ft) DL + WL DL + WL + IL 4,149.06 476.60 42.23 111.36 40.73 4.74 Uplift (kip) Individual Base Foundation Design Loads Horizontal (kip)Vertical (kip) 207.89 25.01242.65 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Analysis Parameters Height (ft): Bottom Face Width (ft):20.96 Top Face Width (ft):6.58 Shape:Triangle Tower Type:Self Support 176 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-G Tower Manufacturer:Rohn Harnett County, NC Anchor Bolt Detail Type c 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: 96 mph 30 mph 60 mph Seismic Parameters (sec):8 D - Stiff SoilSite Class: S 0.204 Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods S 0.218 :d1S 0.149 :1S 0.093 p:1.3 0.90Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.055 :0.055TL a :S : ds : V :CS CS CS Load Cases 1.2D + 1.6W Normal 96 mph Normal to Face with No Ice 1.2D + 1.6W 60 deg 96 mph 60 degree with No Ice 1.2D + 1.6W 90 deg 96 mph 90 degree with No Ice 1.2D + 1.6W 120 deg 96 mph 120 degree with No Ice 1.2D + 1.6W 180 deg 96 mph 180 degree with No Ice 1.2D + 1.6W 210 deg 96 mph 210 degree with No Ice 1.2D + 1.6W 240 deg 96 mph 240 degree with No Ice 1.2D + 1.6W 300 deg 96 mph 300 degree with No Ice 1.2D + 1.6W 330 deg 96 mph 330 degree with No Ice 0.9D + 1.6W Normal 96 mph Normal to Face with No Ice (Reduced DL) 0.9D + 1.6W 60 deg 96 mph 60 deg with No Ice (Reduced DL) 0.9D + 1.6W 90 deg 96 mph 90 deg with No Ice (Reduced DL) 0.9D + 1.6W 120 deg 96 mph 120 deg with No Ice (Reduced DL) 0.9D + 1.6W 180 deg 96 mph 180 deg with No Ice (Reduced DL) 0.9D + 1.6W 210 deg 96 mph 210 deg with No Ice (Reduced DL) 0.9D + 1.6W 240 deg 96 mph 240 deg with No Ice (Reduced DL) 0.9D + 1.6W 300 deg 96 mph 300 deg with No Ice (Reduced DL) 0.9D + 1.6W 330 deg 96 mph 330 deg with No Ice (Reduced DL) 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 Page 1 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Analysis Parameters 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 (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 (0.9 - 0.2Sds) * DL + E Normal Seismic (Reduced DL) Normal (0.9 - 0.2Sds) * DL + E 60 deg Seismic (Reduced DL) 60 deg (0.9 - 0.2Sds) * DL + E 90 deg Seismic (Reduced DL) 90 deg (0.9 - 0.2Sds) * DL + E 120 deg Seismic (Reduced DL) 120 deg (0.9 - 0.2Sds) * DL + E 180 deg Seismic (Reduced DL) 180 deg (0.9 - 0.2Sds) * DL + E 210 deg Seismic (Reduced DL) 210 deg (0.9 - 0.2Sds) * DL + E 240 deg Seismic (Reduced DL) 240 deg (0.9 - 0.2Sds) * DL + E 300 deg Seismic (Reduced DL) 300 deg (0.9 - 0.2Sds) * DL + E 330 deg Seismic (Reduced DL) 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 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_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 175.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 23.25 73 95 175.0 Raycap DC6-48-60-1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 23.25 28 29 175.0 Raycap DC6-48-60-1 19 1.2 0.80 1.00 0.01.9 11.0 11.0 0.0 23.25 30 27 175.0 Ericsson RRUS A2 3 22 2.1 0.80 0.67 0.01.4 16.0 5.8 0.0 23.25 105 95 175.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 23.25 128 233 175.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.67 0.01.7 18.5 7.5 0.0 23.25 160 251 175.0 Ericsson RRUS-32 3 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 23.25 168 333 175.0 Kathrein 742 213 6 22 5.1 0.80 0.78 0.06.4 6.1 2.7 0.0 23.25 609 190 175.0 Commscope SBNHH-3 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 23.25 308 145 175.0 Powerwave P45-16-1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 23.25 128 65 175.0 Commscope SBNHH-2 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 23.25 406 143 175.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 23.25 769 1296 160.0 Ericsson KRY 112 3 15 0.6 0.80 0.50 0.00.9 6.1 3.9 0.0 22.67 24 67 160.0 Ericsson AIR 21, 3 90 6.1 0.80 0.70 0.04.7 12.1 7.9 0.0 22.67 315 391 160.0 Flat Side Arm 3 150 6.3 1.00 0.67 0.00.0 0.0 0.0 0.0 22.67 390 648 148.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 2.01.6 13.0 10.8 200.5 22.25 100 276 148.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 2.02.1 11.1 10.7 225.8 22.25 113 259 148.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 2.02.2 18.6 6.7 394.2 22.25 197 302 148.0 RFS APXV9TM14-3 55 6.3 0.80 0.78 0.04.7 12.6 6.3 0.0 22.17 358 238 148.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.83 0.06.0 11.8 7.0 0.0 22.17 482 246 148.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 22.17 733 1296 140.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 21.82 26 27 140.0 Raycap RRFDC-3315-2 32 2.8 0.80 0.67 0.02.4 11.7 10.3 0.0 21.82 89 92 140.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 21.82 316 665 140.0 Amphenol Antel BXA-3 23 8.3 0.80 0.89 0.07.9 8.1 5.7 0.0 21.82 525 99 140.0 Andrew HBXX-6 41 8.5 0.80 0.81 0.06.2 12.0 6.5 0.0 21.82 984 352 140.0 Antel BXA-3 24 10.7 0.80 0.76 0.07.9 11.2 4.5 0.0 21.82 577 104 140.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 21.82 896 1728 Totals 91 6730 503.9 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 0.9D + 1.6W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 175.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 23.25 73 53 175.0 Raycap DC6-48-60-1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 23.25 28 16 175.0 Raycap DC6-48-60-1 19 1.2 0.80 1.00 0.01.9 11.0 11.0 0.0 23.25 30 15 175.0 Ericsson RRUS A2 3 22 2.1 0.80 0.67 0.01.4 16.0 5.8 0.0 23.25 105 53 175.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 23.25 128 131 175.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.67 0.01.7 18.5 7.5 0.0 23.25 160 141 175.0 Ericsson RRUS-32 3 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 23.25 168 187 175.0 Kathrein 742 213 6 22 5.1 0.80 0.78 0.06.4 6.1 2.7 0.0 23.25 609 107 175.0 Commscope SBNHH-3 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 23.25 308 81 175.0 Powerwave P45-16-1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 23.25 128 36 175.0 Commscope SBNHH-2 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 23.25 406 80 175.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 23.25 769 729 160.0 Ericsson KRY 112 3 15 0.6 0.80 0.50 0.00.9 6.1 3.9 0.0 22.67 24 37 160.0 Ericsson AIR 21, 3 90 6.1 0.80 0.70 0.04.7 12.1 7.9 0.0 22.67 315 220 160.0 Flat Side Arm 3 150 6.3 1.00 0.67 0.00.0 0.0 0.0 0.0 22.67 390 365 148.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 2.01.6 13.0 10.8 200.5 22.25 100 156 148.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 2.02.1 11.1 10.7 225.8 22.25 113 146 148.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 2.02.2 18.6 6.7 394.2 22.25 197 170 Page 3 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Tower Loading 148.0 RFS APXV9TM14-3 55 6.3 0.80 0.78 0.04.7 12.6 6.3 0.0 22.17 358 134 148.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.83 0.06.0 11.8 7.0 0.0 22.17 482 139 148.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 22.17 733 729 140.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 21.82 26 15 140.0 Raycap RRFDC-3315-2 32 2.8 0.80 0.67 0.02.4 11.7 10.3 0.0 21.82 89 52 140.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 21.82 316 374 140.0 Amphenol Antel BXA-3 23 8.3 0.80 0.89 0.07.9 8.1 5.7 0.0 21.82 525 56 140.0 Andrew HBXX-6 41 8.5 0.80 0.81 0.06.2 12.0 6.5 0.0 21.82 984 198 140.0 Antel BXA-3 24 10.7 0.80 0.76 0.07.9 11.2 4.5 0.0 21.82 577 58 140.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 21.82 896 972 Totals 91 6730 503.9 (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 175.0 RFS ATM192012-0 6 0.80191.3 0.50 0.00.8 11.5 6.0 0.0 2.27 6 151 175.0 Raycap DC6-48-60-1 0.80341.5 1.00 0.02.0 9.7 9.7 0.0 2.27 2 46 175.0 Raycap DC6-48-60-1 0.80321.6 1.00 0.01.9 11.0 11.0 0.0 2.27 2 43 175.0 Ericsson RRUS A2 3 0.80382.8 0.67 0.01.4 16.0 5.8 0.0 2.27 9 151 175.0 Ericsson RRUS-11 3 0.801453.2 0.67 0.01.4 17.8 9.2 0.0 2.27 10 559 175.0 Ericsson RRUS-12 B2 3 0.801404.3 0.67 0.01.7 18.5 7.5 0.0 2.27 13 546 175.0 Ericsson RRUS-32 3 0.801764.6 0.67 0.02.5 13.3 9.5 0.0 2.27 14 687 175.0 Kathrein 742 213 6 0.801376.4 0.78 0.06.4 6.1 2.7 0.0 2.27 46 1016 175.0 Commscope SBNHH-3 0.801947.0 0.69 0.04.6 11.9 7.1 0.0 2.27 22 722 175.0 Powerwave P45-16-1 0.802389.2 0.63 0.04.5 17.4 6.5 0.0 2.27 9 297 175.0 Commscope SBNHH-2 0.8031713.1 0.70 0.08.0 11.9 7.1 0.0 2.27 28 784 175.0 Round Sector Frame 3 0.7567331.2 0.75 0.00.0 0.0 0.0 0.0 2.27 102 2638 160.0 Ericsson KRY 112 3 0.80400.9 0.50 0.00.9 6.1 3.9 0.0 2.21 2 156 160.0 Ericsson AIR 21, 3 0.802597.2 0.70 0.04.7 12.1 7.9 0.0 2.21 23 999 160.0 Flat Side Arm 3 1.002238.8 0.67 0.00.0 0.0 0.0 0.0 2.21 33 912 148.0 Alcatel-Lucent 800 3 0.801512.7 0.67 2.01.6 13.0 10.8 16.3 2.17 8 591 148.0 Alcatel-Lucent 1900 3 0.801553.0 0.67 2.02.1 11.1 10.7 17.8 2.17 9 602 148.0 Alcatel-Lucent TD-3 0.801625.7 0.67 2.02.2 18.6 6.7 34.0 2.17 17 632 148.0 RFS APXV9TM14-3 0.802154.9 0.78 0.04.7 12.6 6.3 0.0 2.16 17 815 148.0 RFS APXVSPP18-C-3 0.802579.3 0.83 0.06.0 11.8 7.0 0.0 2.16 34 965 148.0 Round Sector Frame 3 0.7566931.0 0.75 0.00.0 0.0 0.0 0.0 2.16 96 2623 140.0 RFS FD9R6004/1C-3L 6 0.8050.5 0.50 0.00.5 6.5 1.5 0.0 2.13 2 42 140.0 Raycap RRFDC-3315-2 0.80543.8 0.67 0.02.4 11.7 10.3 0.0 2.13 7 145 140.0 Ericsson RRUS-32 6 0.801734.6 0.67 0.02.5 13.3 9.5 0.0 2.13 27 1357 140.0 Amphenol Antel BXA-3 0.802179.8 0.89 0.07.9 8.1 5.7 0.0 2.13 38 797 140.0 Andrew HBXX-6 0.802419.8 0.81 0.06.2 12.0 6.5 0.0 2.13 69 1794 140.0 Antel BXA-3 0.8023912.3 0.76 0.07.9 11.2 4.5 0.0 2.13 41 878 140.0 Flat Light Sector 3 0.7569732.8 0.75 0.00.0 0.0 0.0 0.0 2.13 100 2798 Totals 91 18444 726.3 (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 175.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 9.08 18 66 175.0 Raycap DC6-48-60-1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 9.08 7 20 175.0 Raycap DC6-48-60-1 19 1.2 0.80 1.00 0.01.9 11.0 11.0 0.0 9.08 7 19 175.0 Ericsson RRUS A2 3 22 2.1 0.80 0.67 0.01.4 16.0 5.8 0.0 9.08 26 66 Page 4 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Tower Loading 175.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 9.08 31 162 175.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.67 0.01.7 18.5 7.5 0.0 9.08 39 174 175.0 Ericsson RRUS-32 3 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 9.08 41 231 175.0 Kathrein 742 213 6 22 5.1 0.80 0.78 0.06.4 6.1 2.7 0.0 9.08 149 132 175.0 Commscope SBNHH-3 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 9.08 75 101 175.0 Powerwave P45-16-1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 9.08 31 45 175.0 Commscope SBNHH-2 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 9.08 99 99 175.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 9.08 188 900 160.0 Ericsson KRY 112 3 15 0.6 0.80 0.50 0.00.9 6.1 3.9 0.0 8.85 6 46 160.0 Ericsson AIR 21, 3 90 6.1 0.80 0.70 0.04.7 12.1 7.9 0.0 8.85 77 271 160.0 Flat Side Arm 3 150 6.3 1.00 0.67 0.00.0 0.0 0.0 0.0 8.85 95 450 148.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 2.01.6 13.0 10.8 48.9 8.69 24 192 148.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 2.02.1 11.1 10.7 55.1 8.69 28 180 148.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 2.02.2 18.6 6.7 96.2 8.69 48 210 148.0 RFS APXV9TM14-3 55 6.3 0.80 0.78 0.04.7 12.6 6.3 0.0 8.66 87 165 148.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.83 0.06.0 11.8 7.0 0.0 8.66 118 171 148.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 8.66 179 900 140.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 8.52 6 19 140.0 Raycap RRFDC-3315-2 32 2.8 0.80 0.67 0.02.4 11.7 10.3 0.0 8.52 22 64 140.0 Ericsson RRUS-32 6 77 3.3 0.80 0.67 0.02.5 13.3 9.5 0.0 8.52 77 462 140.0 Amphenol Antel BXA-3 23 8.3 0.80 0.89 0.07.9 8.1 5.7 0.0 8.52 128 69 140.0 Andrew HBXX-6 41 8.5 0.80 0.81 0.06.2 12.0 6.5 0.0 8.52 240 244 140.0 Antel BXA-3 24 10.7 0.80 0.76 0.07.9 11.2 4.5 0.0 8.52 141 72 140.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 8.52 219 1200 Totals 91 6730 503.9 Page 5 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_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 4.00 175.0 0.28" Fiber 1 0.28 0.04 Lin App Individual100 0.00 1.00 1.00 0.01N 4.00 175.0 0.74" 8 AWG 7 3 0.74 0.49 Lin App Individual67 0.00 1.00 1.00 0.00N 4.00 175.0 1 5/8" Coax 10 1.98 0.82 2 Block50 0.00 0.00 1.00 0.00N 4.00 175.0 1 5/8" Coax 2 1.98 0.82 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 175.0 3/8" RET Control 1 0.38 0.23 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 175.0 Wave Guide 1 2.00 6.00 2 Individual100 0.00 1.00 1.00 0.00N 0.00 160.0 1.4" Hybrid 1 1.40 1.30 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 160.0 1 5/8" Coax 6 1.98 0.82 2 Individual100 0.00 1.00 1.00 0.00N 4.00 160.0 Waveguide 1 2.00 6.00 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 148.0 1 1/4" Hybriflex 3 1.54 1.00 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 148.0 1.25" Hybrid 1 1.25 1.21 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 148.0 Waveguide 1 2.00 6.00 Lin App Individual100 0.00 0.00 1.00 0.00N 4.00 140.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 0.00 1.00 0.00N 4.00 140.0 1 5/8" Fiber 2 1.63 1.61 Lin App Individual100 0.00 1.00 1.00 0.00N 4.00 140.0 Waveguide 1 2.00 6.00 Lin App Individual100 0.00 1.00 1.00 0.00N Page 6 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_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): 0.20 0.09 8 1.00 1.60 2.40 3.00 0.22 0.15 0.06 0.06 0.03 1.30 1.20 35.19 2.52 1): d1): k k 0.90 (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 9 1,2110.057455,082974 144168.00 8 2,3210.096761,5331,867 241150.00 7 3,3470.116924,9012,692 293130.00 6 3,6580.104827,3052,942 262110.00 5 4,2560.095756,5543,422 24090.00 4 4,6980.078617,7553,778 19670.00 3 4,7890.053420,5813,851 13350.00 2 5,6120.034267,0284,513 8530.00 1 5,5020.00970,0724,424 2210.00 RFS ATM192012-0 820.00432,39866 10175.00 Raycap DC6-48-60-18-8F (23.5" Height)250.0019,81720 3175.00 Raycap DC6-48-60-18-8F (22.3" Height)240.0019,27719 3175.00 Ericsson RRUS A2 Module 820.00432,39866 10175.00 Ericsson RRUS-11 800 MHz 2010.01079,521162 25175.00 Ericsson RRUS-12 B2 2160.01185,412174 27175.00 Ericsson RRUS-32 B30 2870.014113,392231 36175.00 Kathrein 742 213 1640.00864,795132 21175.00 Commscope SBNHH-1D65A 1250.00649,333101 16175.00 Powerwave P45-16-XLH-RR 560.00322,08945 7175.00 Commscope SBNHH-1D65C 1230.00648,69599 15175.00 Round Sector Frame 1,1190.056441,785900 140175.00 Ericsson KRY 112 489/2 570.00320,36746 6160.00 Ericsson AIR 21, 1.3M, B4A B2P 3370.015119,555271 38160.00 Page 7 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Equivalent Lateral Force Method Flat Side Arm 5600.025198,377450 63160.00 Alcatel-Lucent 800 MHz 2X50W RRH w/ 2390.01077,083192 24148.00 Alcatel-Lucent 1900 MHz 4X45 RRH 2240.00972,266180 23148.00 Alcatel-Lucent TD-RRH8x20-25 w/ Solar 2610.01184,310210 27148.00 RFS APXV9TM14-ALU-I20 2060.00866,364165 21148.00 RFS APXVSPP18-C-A20 2130.00968,652171 22148.00 Round Sector Frame 1,1190.045361,328900 115148.00 RFS FD9R6004/1C-3L 230.0016,98619 2140.00 Raycap RRFDC-3315-PF-48 800.00324,03764 8140.00 Ericsson RRUS-32 5750.022173,519462 55140.00 Amphenol Antel BXA-70080/8CF 860.00325,91569 8140.00 Andrew HBXX-6517DS-VTM 3040.01291,717244 29140.00 Antel BXA-70063/8CF __900.00327,04272 9140.00 Flat Light Sector Frame 1,4920.057450,7001,200 143140.00 35,192 7,957,941 1.000 2,523 43,763 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 9 8340.057455,082974 144168.00 8 1,5990.096761,5331,867 241150.00 7 2,3050.116924,9012,692 293130.00 6 2,5200.104827,3042,942 262110.00 5 2,9310.095756,5543,422 24090.00 4 3,2360.078617,7553,778 19670.00 3 3,2980.053420,5813,851 13350.00 2 3,8650.034267,0284,513 8530.00 1 3,7890.00970,0724,424 2210.00 RFS ATM192012-0 570.00432,39866 10175.00 Raycap DC6-48-60-18-8F (23.5" Height)170.0019,81720 3175.00 Raycap DC6-48-60-18-8F (22.3" Height)160.0019,27719 3175.00 Ericsson RRUS A2 Module 570.00432,39866 10175.00 Ericsson RRUS-11 800 MHz 1390.01079,521162 25175.00 Ericsson RRUS-12 B2 1490.01185,412174 27175.00 Ericsson RRUS-32 B30 1980.014113,392231 36175.00 Kathrein 742 213 1130.00864,795132 21175.00 Commscope SBNHH-1D65A 860.00649,333101 16175.00 Powerwave P45-16-XLH-RR 390.00322,08945 7175.00 Commscope SBNHH-1D65C 850.00648,69599 15175.00 Round Sector Frame 7710.056441,785900 140175.00 Ericsson KRY 112 489/2 400.00320,36746 6160.00 Ericsson AIR 21, 1.3M, B4A B2P 2320.015119,555271 38160.00 Flat Side Arm 3850.025198,377450 63160.00 Alcatel-Lucent 800 MHz 2X50W RRH w/ 1640.01077,083192 24148.00 Alcatel-Lucent 1900 MHz 4X45 RRH 1540.00972,266180 23148.00 Alcatel-Lucent TD-RRH8x20-25 w/ Solar 1800.01184,310210 27148.00 RFS APXV9TM14-ALU-I20 1420.00866,364165 21148.00 RFS APXVSPP18-C-A20 1460.00968,652171 22148.00 Round Sector Frame 7710.045361,328900 115148.00 RFS FD9R6004/1C-3L 160.0016,98619 2140.00 Raycap RRFDC-3315-PF-48 550.00324,03764 8140.00 Ericsson RRUS-32 3960.022173,519462 55140.00 Amphenol Antel BXA-70080/8CF 590.00325,91569 8140.00 Page 8 4/28/2017 10:05:17 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Equivalent Lateral Force Method Andrew HBXX-6517DS-VTM 2090.01291,717244 29140.00 Antel BXA-70063/8CF __620.00327,04272 9140.00 Flat Light Sector Frame 1,0280.057450,7001,200 143140.00 35,192 7,957,941 1.000 2,523 30,142 Page 9 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_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 0.20 0.09 1.00 1.60 2.40 3.00 0.22 0.15 1.30 0.90 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 9 1,2110.4010.8491.2081.722974 169168.00 8 2,3210.2260.4040.2341.3731,867 183150.00 7 3,3470.1270.147-0.1011.0312,692 148130.00 6 3,6580.0910.038-0.0980.7382,942 116110.00 5 4,2560.0770.007-0.0140.4943,422 11590.00 4 4,6980.0620.0120.0460.2993,778 10170.00 3 4,7890.0440.0300.0680.1533,851 7350.00 2 5,6120.0290.0420.0710.0554,513 5630.00 1 5,5020.0140.0270.0480.0064,424 2710.00 RFS ATM192012-0 820.4951.1001.8691.86966 14175.00 Raycap DC6-48-60-18-8F (23.5" 250.4951.1001.8691.86920 4175.00 Raycap DC6-48-60-18-8F (22.3" 240.4951.1001.8691.86919 4175.00 Ericsson RRUS A2 Module 820.4951.1001.8691.86966 14175.00 Ericsson RRUS-11 800 MHz 2010.4951.1001.8691.869162 35175.00 Ericsson RRUS-12 B2 2160.4951.1001.8691.869174 37175.00 Ericsson RRUS-32 B30 2870.4951.1001.8691.869231 50175.00 Kathrein 742 213 1640.4951.1001.8691.869132 28175.00 Commscope SBNHH-1D65A 1250.4951.1001.8691.869101 22175.00 Powerwave P45-16-XLH-RR 560.4951.1001.8691.86945 10175.00 Commscope SBNHH-1D65C 1230.4951.1001.8691.86999 21175.00 Round Sector Frame 1,1190.4951.1001.8691.869900 193175.00 Ericsson KRY 112 489/2 570.3120.6200.6661.56246 6160.00 Ericsson AIR 21, 1.3M, B4A B2P 3370.3120.6200.6661.562271 37160.00 Flat Side Arm 5600.3120.6200.6661.562450 61160.00 Alcatel-Lucent 800 MHz 2X50W 2390.2120.3690.1741.336192 18148.00 Alcatel-Lucent 1900 MHz 4X45 2240.2120.3690.1741.336180 17148.00 Alcatel-Lucent TD-RRH8x20-25 2610.2120.3690.1741.336210 19148.00 RFS APXV9TM14-ALU-I20 2060.2120.3690.1741.336165 15148.00 RFS APXVSPP18-C-A20 2130.2120.3690.1741.336171 16148.00 Round Sector Frame 1,1190.2120.3690.1741.336900 83148.00 RFS FD9R6004/1C-3L 230.1650.2520.0011.19619 1140.00 Raycap RRFDC-3315-PF-48 800.1650.2520.0011.19664 5140.00 Ericsson RRUS-32 5750.1650.2520.0011.196462 33140.00 Amphenol Antel BXA-70080/8CF 860.1650.2520.0011.19669 5140.00 Andrew HBXX-6517DS-VTM 3040.1650.2520.0011.196244 17140.00 Antel BXA-70063/8CF __900.1650.2520.0011.19672 5140.00 Flat Light Sector Frame 1,4920.1650.2520.0011.1961,200 86140.00 Page 10 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Equivalent Modal Analysis Method 35,192 49.370 26.937 20.591 10.378 1,843 43,763 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 9 8340.4010.8491.2081.722974 169168.00 8 1,5990.2260.4040.2341.3731,867 183150.00 7 2,3050.1270.147-0.1011.0312,692 148130.00 6 2,5200.0910.038-0.0980.7382,942 116110.00 5 2,9310.0770.007-0.0140.4943,422 11590.00 4 3,2360.0620.0120.0460.2993,778 10170.00 3 3,2980.0440.0300.0680.1533,851 7350.00 2 3,8650.0290.0420.0710.0554,513 5630.00 1 3,7890.0140.0270.0480.0064,424 2710.00 RFS ATM192012-0 570.4951.1001.8691.86966 14175.00 Raycap DC6-48-60-18-8F (23.5" 170.4951.1001.8691.86920 4175.00 Raycap DC6-48-60-18-8F (22.3" 160.4951.1001.8691.86919 4175.00 Ericsson RRUS A2 Module 570.4951.1001.8691.86966 14175.00 Ericsson RRUS-11 800 MHz 1390.4951.1001.8691.869162 35175.00 Ericsson RRUS-12 B2 1490.4951.1001.8691.869174 37175.00 Ericsson RRUS-32 B30 1980.4951.1001.8691.869231 50175.00 Kathrein 742 213 1130.4951.1001.8691.869132 28175.00 Commscope SBNHH-1D65A 860.4951.1001.8691.869101 22175.00 Powerwave P45-16-XLH-RR 390.4951.1001.8691.86945 10175.00 Commscope SBNHH-1D65C 850.4951.1001.8691.86999 21175.00 Round Sector Frame 7710.4951.1001.8691.869900 193175.00 Ericsson KRY 112 489/2 400.3120.6200.6661.56246 6160.00 Ericsson AIR 21, 1.3M, B4A B2P 2320.3120.6200.6661.562271 37160.00 Flat Side Arm 3850.3120.6200.6661.562450 61160.00 Alcatel-Lucent 800 MHz 2X50W 1640.2120.3690.1741.336192 18148.00 Alcatel-Lucent 1900 MHz 4X45 1540.2120.3690.1741.336180 17148.00 Alcatel-Lucent TD-RRH8x20-25 1800.2120.3690.1741.336210 19148.00 RFS APXV9TM14-ALU-I20 1420.2120.3690.1741.336165 15148.00 RFS APXVSPP18-C-A20 1460.2120.3690.1741.336171 16148.00 Round Sector Frame 7710.2120.3690.1741.336900 83148.00 RFS FD9R6004/1C-3L 160.1650.2520.0011.19619 1140.00 Raycap RRFDC-3315-PF-48 550.1650.2520.0011.19664 5140.00 Ericsson RRUS-32 3960.1650.2520.0011.196462 33140.00 Amphenol Antel BXA-70080/8CF 590.1650.2520.0011.19669 5140.00 Andrew HBXX-6517DS-VTM 2090.1650.2520.0011.196244 17140.00 Antel BXA-70063/8CF __620.1650.2520.0011.19672 5140.00 Flat Light Sector Frame 1,0280.1650.2520.0011.1961,200 86140.00 35,192 49.370 26.937 20.591 10.378 1,843 30,142 Page 11 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Force/Stress Summary Section:20.000Height (ft):0.00Bot Elev (ft):1 Section 1 DIAG HORIZ LEG PX - 6" DIA PIPE SAE - 4X4X0.25 -6.84 0.00 -236.77 1.2D + 1.6W 1.2D + 1.6W 90 22.63 0.000 9.77 100 0 50 50 0 100 100 53.4 50.0 306.86 0 0 0.00 0.00 77 Member X Member Z4523.4017.891115.0243.5170.850 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 - 6" DIA PIPE SAE - 4X4X0.25 7.08 0.00 209.10 0.9D + 1.6W 60 1.2D + 1.6W 90 50 0 50 65 0 65 62.93 0 0 1 378.00 0.00 0 0 1 17.89 0.00 0.00 0.00 0.00 23.40 39 0 55 Member Bolt 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 30.77 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 219.98 1.2D + 1.6W 0.00 0 189.06 0.9D + 1.6W 180 0.00 0 243.35 1.2D + 1.6W 0.00 0 209.11 0.9D + 1.6W 180 484.56 51 0 8 1" A354-BC Num Section:20.000Height (ft):20.00Bot Elev (ft):2 Section 2 DIAG HORIZ LEG PX - 6" DIA PIPE SAE - 4X4X0.25 -7.36 0.00 -212.12 1.2D + 1.6W 1.2D + 1.6W 90 20.80 0.000 9.77 100 0 50 50 0 100 100 53.4 50.0 306.89 0 0 0.00 0.00 69 Member X Member Z4123.4017.891117.7843.5157.050 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 PX - 6" DIA PIPE SAE - 4X4X0.25 7.17 0.00 189.25 0.9D + 1.6W 60 1.2D + 1.6W 90 50 0 50 65 0 65 62.93 0 0 1 378.00 0.00 0 0 1 17.89 0.00 0.00 0.00 0.00 23.40 40 0 50 Member Bolt 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 30.77 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 192.83 1.2D + 1.6W 0.00 0 166.38 0.9D + 1.6W 180 0.00 0 219.98 1.2D + 1.6W 0.00 0 189.06 0.9D + 1.6W 180 327.12 58 0 6 1 A325 Num Page 12 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Force/Stress Summary Section:20.000Height (ft):40.00Bot Elev (ft):3 Section 3 DIAG HORIZ LEG PSP - ROHN 6 EHS SAE - 3.5X3.5X0.25 -6.62 0.00 -185.40 1.2D + 1.6W 1.2D + 1.6W 90 19.06 0.000 9.77 100 0 50 50 0 100 100 52.7 50.0 246.50 0 0 0.00 0.00 75 Member X Member Z4723.4017.891113.8150.0166.350 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 PSP - ROHN 6 EHS SAE - 3.5X3.5X0.25 6.49 0.00 166.70 0.9D + 1.6W 60 1.2D + 1.6W 90 50 0 50 65 0 65 53.79 0 0 1 301.95 0.00 0 0 1 17.89 0.00 0.00 0.00 0.00 23.40 36 0 55 Member Bolt 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 24.68 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 166.23 1.2D + 1.6W 0.00 0 143.96 0.9D + 1.6W 180 0.00 0 192.83 1.2D + 1.6W 0.00 0 166.38 0.9D + 1.6W 180 327.12 51 0 6 1 A325 Num Section:20.000Height (ft):60.00Bot Elev (ft):4 Section 4 DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3X3X0.25 -6.02 0.00 -160.59 1.2D + 1.6W 1.2D + 1.6W 90 14.68 0.000 6.51 100 0 50 50 0 100 100 42.5 50.0 240.99 0 0 0.00 0.00 66 Member X Bolt Shear4819.5012.431114.6850.0148.950 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 - 5" DIA PIPE SAE - 3X3X0.25 5.85 0.00 144.16 0.9D + 1.6W 60 1.2D + 1.6W 90 50 0 50 65 0 65 45.79 0 0 1 274.95 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 19.50 47 0 52 Member Bolt 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 21.48 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 137.92 1.2D + 1.6W 0.00 0 119.77 0.9D + 1.6W 180 0.00 0 166.23 1.2D + 1.6W 0.00 0 143.96 0.9D + 1.6W 180 327.12 44 0 6 1 A325 Num Page 13 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Force/Stress Summary Section:20.000Height (ft):80.00Bot Elev (ft):5 Section 5 DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 2.5X2.5X0.25 -5.25 0.00 -132.51 1.2D + 1.6W 1.2D + 1.6W 90 14.04 0.000 6.51 100 0 50 50 0 100 100 42.5 50.0 240.98 0 0 0.00 0.00 54 Member X Member Z5717.4012.43119.1336.0171.650 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 PX - 5" DIA PIPE SAE - 2.5X2.5X0.25 5.37 0.00 118.34 1.2D + 1.6W 60 1.2D + 1.6W 90 36 0 50 65 0 58 32.71 0 0 1 274.95 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 17.40 43 0 43 Member Bolt 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 15.01 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 109.59 1.2D + 1.6W 0.00 0 95.07 0.9D + 1.6W 180 0.00 0 137.92 1.2D + 1.6W 0.00 0 119.77 0.9D + 1.6W 180 218.08 55 0 4 1 A325 Num Section:20.000Height (ft):100.0Bot Elev (ft):6 Section 6 DIAG HORIZ LEG PX - 4" DIA PIPE SAE - 2.5X2.5X0.25 -5.36 0.00 -103.75 1.2D + 1.6W 1.2D + 1.6W 90 11.09 0.000 6.51 100 0 50 50 0 100 100 52.8 50.0 161.86 0 0 0.00 0.00 64 Member X Bolt Shear4317.4012.431114.6236.0135.650 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 PX - 4" DIA PIPE SAE - 2.5X2.5X0.25 5.18 0.00 93.87 1.2D + 1.6W 60 1.2D + 1.6W 90 36 0 50 65 0 58 32.71 0 0 1 198.45 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 17.40 41 0 47 Member Bolt 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 15.01 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 78.59 1.2D + 1.6W 0.00 0 67.35 0.9D + 1.6W 180 0.00 0 109.59 1.2D + 1.6W 0.00 0 95.07 0.9D + 1.6W 180 166.24 57 0 4 7/8 A325 Num Page 14 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Force/Stress Summary Section:20.000Height (ft):120.0Bot Elev (ft):7 Section 7 DIAG HORIZ LEG PX - 3-1/2" DIA PIPE SAE - 2X2X0.25 SAE - 2X2X0.25 -4.51 -0.58 -73.74 1.2D + 1.6W 1.2D + 1.6W 60 1.2D + 1.6W 90 9.708 6.630 4.95 100 100 50 50 100 100 100 45.3 50.0 142.52 0 0 0.00 0.00 51 Member X Member Z Member Z4717.4012.43119.5736.0149.050 100 203.5 36.0 5.13 1 1 12.43 17.40 11 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 - 3-1/2" DIA PIPE SAE - 2X2X0.25 SAE - 2X2X0.25 4.51 0.53 66.33 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 90 36 36 50 65 58 58 24.55 0 1 1 165.60 24.55 0 1 1 12.43 12.43 0.00 0.00 17.40 17.40 36 4 40 Member Blk 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) 12.29 12.29 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 42.73 1.2D + 1.6W 0.00 0 34.44 0.9D + 1.6W 180 0.00 0 78.59 1.2D + 1.6W 0.00 0 67.35 0.9D + 1.6W 180 166.24 41 0 4 7/8 A325 Num Section:20.000Height (ft):140.0Bot Elev (ft):8 Section 8 DIAG HORIZ LEG PST - 3" DIA PIPE SAE - 2X2X0.25 -4.03 0.00 -37.99 1.2D + 1.6W 1.2D + 1.6W 90 7.687 0.000 3.90 100 0 50 50 0 100 100 40.3 50.0 89.09 0 0 0.00 0.00 42 Member X Bolt Shear3217.4012.431114.5536.0118.550 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 PST - 3" DIA PIPE SAE - 2X2X0.25 3.94 0.00 35.25 0.9D + 1.6W 60 1.2D + 1.6W 90 36 0 50 65 0 58 24.55 0 0 1 100.35 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 17.40 32 0 35 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 12.29 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 12.43 1.2D + 1.6W 120 0.00 0 9.41 0.9D + 1.6W 60 0.00 0 42.73 1.2D + 1.6W 0.00 0 34.44 0.9D + 1.6W 180 166.24 21 0 4 7/8 A325 Num Page 15 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Force/Stress Summary Section:16.000Height (ft):160.0Bot Elev (ft):9 Section 9 DIAG HORIZ LEG PST - 2-1/2" DIA PIP SAE - 1.75X1.75X0.18 SAE - 1.75X1.75X0.18 -1.78 -0.53 -10.30 1.2D + 1.6W 1.2D + 1.6W 60 1.2D + 1.6W 90 7.668 6.580 3.94 100 100 50 50 100 100 100 49.9 50.0 63.92 0 0 0.00 0.00 16 Member X Member Z Member Z2213.0512.43117.8036.0134.150 100 230.2 36.0 2.65 0 0 0.00 0.00 20 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 PST - 2-1/2" DIA PIP SAE - 1.75X1.75X0.18 SAE - 1.75X1.75X0.18 1.80 0.56 9.45 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 210 36 36 50 65 58 58 15.67 0 0 1 76.68 20.12 0 0 1 12.43 0.00 0.00 0.00 0.00 13.05 22 2 12 Member 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 8.20 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 2.41 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 12.43 1.2D + 1.6W 120 0.00 0 9.41 0.9D + 1.6W 60 120.40 8 0 4 3/4 A325 Num Page 16 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down 1.2D + 1.6W Normal 1 0.00 242.65 -25.00 1a 8.51 -100.21 -7.87 1b -8.51 -100.21 -7.87 1.2D + 1.6W 60 deg 1 -2.39 123.47 -12.28 1a -11.83 123.40 4.07 1b -19.17 -204.64 -11.07 1.2D + 1.6W 90 deg 1 -2.80 14.08 -0.79 1a -18.85 205.60 9.26 1b -17.44 -177.44 -8.46 1.2D + 1.6W 120 deg 1 -2.56 -100.24 11.30 1a -21.66 242.64 12.50 1b -11.07 -100.17 -3.44 1.2D + 1.6W 180 deg 1 0.00 -204.66 22.13 1a -9.43 123.44 8.21 1b 9.43 123.44 8.21 1.2D + 1.6W 210 deg 1 1.39 -177.53 19.34 1a 0.71 14.12 2.82 1b 17.44 205.64 11.70 1.2D + 1.6W 240 deg 1 2.56 -100.24 11.30 1a 11.07 -100.17 -3.44 1b 21.66 242.64 12.50 1.2D + 1.6W 300 deg 1 2.39 123.47 -12.28 1a 19.17 -204.64 -11.07 1b 11.83 123.40 4.07 1.2D + 1.6W 330 deg 1 1.41 205.68 -20.96 1a 16.05 -177.49 -10.87 1b 2.09 14.04 -2.03 0.9D + 1.6W Normal 1 0.00 238.84 -24.78 1a 8.70 -103.58 -7.98 1b -8.70 -103.58 -7.98 0.9D + 1.6W 60 deg 1 -2.39 119.81 -12.06 1a -11.64 119.74 3.96 1b -19.36 -207.88 -11.18 0.9D + 1.6W 90 deg 1 -2.80 10.56 -0.57 1a -18.66 201.83 9.15 1b -17.63 -180.72 -8.57 0.9D + 1.6W 120 deg 1 -2.56 -103.61 11.52 1a -21.46 238.83 12.39 1b -11.26 -103.54 -3.54 0.9D + 1.6W 180 deg 1 0.00 -207.89 22.35 1a -9.24 119.78 8.10 1b 9.24 119.78 8.10 0.9D + 1.6W 210 deg 1 1.39 -180.80 19.55 1a 0.91 10.60 2.72 Page 17 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 1b 17.25 201.88 11.59 0.9D + 1.6W 240 deg 1 2.56 -103.61 11.52 1a 11.26 -103.54 -3.54 1b 21.46 238.83 12.39 0.9D + 1.6W 300 deg 1 2.39 119.81 -12.06 1a 19.36 -207.88 -11.18 1b 11.64 119.74 3.96 0.9D + 1.6W 330 deg 1 1.41 201.92 -20.73 1a 16.24 -180.76 -10.98 1b 1.90 10.52 -2.14 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 63.38 -3.21 1a 0.73 23.99 -0.77 1b -0.73 23.99 -0.77 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.29 50.00 -1.77 1a -1.68 50.00 0.63 1b -2.04 11.36 -1.18 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.34 37.12 -0.39 1a -2.50 59.53 1.25 1b -1.82 14.70 -0.85 1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.30 23.99 1.01 1a -2.78 63.37 1.60 1b -1.03 24.00 -0.25 1.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 11.35 2.35 1a -1.39 50.00 1.14 1b 1.39 50.00 1.14 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.17 14.70 2.00 1a -0.17 37.12 0.49 1b 2.33 59.54 1.54 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.30 23.99 1.01 1a 1.03 24.00 -0.25 1b 2.78 63.37 1.60 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.29 50.00 -1.77 1a 2.04 11.36 -1.18 1b 1.68 50.00 0.63 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.17 59.54 -2.79 1a 1.65 14.70 -1.15 1b 0.51 37.12 -0.09 (1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 31.23 -2.46 1a -0.16 5.72 -0.01 1b 0.16 5.72 -0.01 (1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 27.47 -2.05 1a -0.32 7.60 0.13 1b 0.32 7.60 0.13 (1.2 + 0.2Sds) * DL + E 60 deg M1 1 -0.09 22.63 -1.68 1a -1.50 22.63 0.76 1b -0.54 -2.60 -0.31 (1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.05 20.84 -1.48 1a -1.31 20.84 0.70 1b -0.20 0.98 -0.11 Page 18 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 (1.2 + 0.2Sds) * DL + E 90 deg M1 1 -0.11 14.22 -0.91 1a -1.98 28.95 1.08 1b -0.40 -0.51 -0.17 (1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.06 14.22 -0.91 1a -1.66 25.69 0.92 1b -0.08 2.75 -0.01 (1.2 + 0.2Sds) * DL + E 120 deg M1 1 -0.09 5.81 -0.14 1a -2.12 31.04 1.22 1b 0.08 5.81 0.15 (1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.05 7.60 -0.34 1a -1.77 27.47 1.02 1b 0.27 7.60 0.22 (1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 -2.79 0.64 1a -1.41 22.72 0.92 1b 1.41 22.72 0.92 (1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 0.98 0.22 1a -1.26 20.84 0.78 1b 1.26 20.84 0.78 (1.2 + 0.2Sds) * DL + E 210 deg M1 1 0.05 -0.35 0.42 1a -0.74 14.22 0.55 1b 1.92 28.79 1.17 (1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.03 2.75 0.07 1a -0.76 14.22 0.51 1b 1.63 25.69 0.97 (1.2 + 0.2Sds) * DL + E 240 deg M1 1 0.09 5.81 -0.14 1a -0.08 5.81 0.15 1b 2.12 31.04 1.22 (1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.05 7.60 -0.34 1a -0.27 7.60 0.22 1b 1.77 27.47 1.02 (1.2 + 0.2Sds) * DL + E 300 deg M1 1 0.09 22.63 -1.68 1a 0.54 -2.60 -0.31 1b 1.50 22.63 0.76 (1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.05 20.84 -1.48 1a 0.20 0.98 -0.11 1b 1.31 20.84 0.70 (1.2 + 0.2Sds) * DL + E 330 deg M1 1 0.05 28.79 -2.24 1a 0.34 -0.35 -0.26 1b 0.84 14.22 0.36 (1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.03 25.69 -1.90 1a 0.05 2.75 -0.06 1b 0.82 14.22 0.41 (0.9 - 0.2Sds) * DL + E Normal M1 1 0.00 26.78 -2.18 1a 0.08 1.30 -0.15 1b -0.08 1.30 -0.15 (0.9 - 0.2Sds) * DL + E Normal M2 1 0.00 23.02 -1.77 1a -0.08 3.18 -0.01 1b 0.08 3.18 -0.01 Page 19 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 (0.9 - 0.2Sds) * DL + E 60 deg M1 1 -0.09 18.19 -1.40 1a -1.26 18.19 0.62 1b -0.79 -7.00 -0.45 (0.9 - 0.2Sds) * DL + E 60 deg M2 1 -0.05 16.41 -1.20 1a -1.06 16.41 0.55 1b -0.44 -3.43 -0.25 (0.9 - 0.2Sds) * DL + E 90 deg M1 1 -0.11 9.79 -0.63 1a -1.74 24.50 0.94 1b -0.65 -4.91 -0.31 (0.9 - 0.2Sds) * DL + E 90 deg M2 1 -0.06 9.79 -0.63 1a -1.41 21.25 0.78 1b -0.32 -1.66 -0.15 (0.9 - 0.2Sds) * DL + E 120 deg M1 1 -0.09 1.40 0.14 1a -1.88 26.59 1.08 1b -0.17 1.40 0.01 (0.9 - 0.2Sds) * DL + E 120 deg M2 1 -0.05 3.18 -0.06 1a -1.53 23.02 0.88 1b 0.03 3.18 0.07 (0.9 - 0.2Sds) * DL + E 180 deg M1 1 0.00 -7.19 0.92 1a -1.17 18.29 0.78 1b 1.17 18.29 0.78 (0.9 - 0.2Sds) * DL + E 180 deg M2 1 0.00 -3.43 0.51 1a -1.01 16.41 0.64 1b 1.01 16.41 0.64 (0.9 - 0.2Sds) * DL + E 210 deg M1 1 0.05 -4.75 0.70 1a -0.49 9.79 0.41 1b 1.67 24.34 1.03 (0.9 - 0.2Sds) * DL + E 210 deg M2 1 0.03 -1.66 0.36 1a -0.51 9.79 0.36 1b 1.38 21.25 0.83 (0.9 - 0.2Sds) * DL + E 240 deg M1 1 0.09 1.40 0.14 1a 0.17 1.40 0.01 1b 1.88 26.59 1.08 (0.9 - 0.2Sds) * DL + E 240 deg M2 1 0.05 3.18 -0.06 1a -0.03 3.18 0.07 1b 1.53 23.02 0.88 (0.9 - 0.2Sds) * DL + E 300 deg M1 1 0.09 18.19 -1.40 1a 0.79 -7.00 -0.45 1b 1.26 18.19 0.62 (0.9 - 0.2Sds) * DL + E 300 deg M2 1 0.05 16.41 -1.20 1a 0.44 -3.43 -0.25 1b 1.06 16.41 0.55 (0.9 - 0.2Sds) * DL + E 330 deg M1 1 0.05 24.34 -1.96 1a 0.58 -4.75 -0.40 1b 0.60 9.79 0.22 (0.9 - 0.2Sds) * DL + E 330 deg M2 1 0.03 21.25 -1.61 1a 0.29 -1.66 -0.20 1b 0.57 9.79 0.26 1.0D + 1.0W Service Normal 1 0.00 68.07 -6.73 Page 20 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 1a 1.65 -16.44 -1.70 1b -1.65 -16.44 -1.70 1.0D + 1.0W Service 60 deg 1 -0.60 38.71 -3.58 1a -3.40 38.69 1.27 1b -4.30 -42.21 -2.49 1.0D + 1.0W Service 90 deg 1 -0.71 11.73 -0.73 1a -5.14 58.95 2.56 1b -3.88 -35.49 -1.83 1.0D + 1.0W Service 120 deg 1 -0.64 -16.44 2.27 1a -5.83 68.06 3.37 1b -2.29 -16.42 -0.58 1.0D + 1.0W Service 180 deg 1 0.00 -42.22 4.97 1a -2.80 38.71 2.31 1b 2.80 38.71 2.31 1.0D + 1.0W Service 210 deg 1 0.35 -35.51 4.27 1a -0.28 11.74 0.98 1b 4.79 58.96 3.17 1.0D + 1.0W Service 240 deg 1 0.64 -16.44 2.27 1a 2.29 -16.42 -0.58 1b 5.83 68.06 3.37 1.0D + 1.0W Service 300 deg 1 0.60 38.71 -3.58 1a 4.30 -42.21 -2.49 1b 3.40 38.69 1.27 1.0D + 1.0W Service 330 deg 1 0.35 59.12 -5.74 1a 3.53 -35.65 -2.45 1b 0.98 11.72 -0.25 Max Uplift: Max Down: Max Shear: 207.89(kip) 242.65(kip) 25.01 (kip) Moment: Total Down: Total Shear: (kip-ft) (kip) (kip) 476.60 40.73 42.23 1.2D + 1.6W NormalMoment Ice: Total Down Ice: Total Shear Ice:4.74 111.36 4,149.06 (kip-ft) (kip) (kip) Page 21 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 96 mph Normal to Face with No Ice 0.911 0.8436140.00 0.0153 0.8436 96 mph Normal to Face with No Ice 1.027 0.8681148.05 0.0152 0.8683 96 mph Normal to Face with No Ice 1.209 0.9925160.00 0.0148 0.9925 96 mph Normal to Face with No Ice 1.463 0.9194176.00 0.0152 0.9195 96 mph 60 degree with No Ice 0.877 0.8130140.00 0.0291 0.8132 96 mph 60 degree with No Ice 0.989 0.8149148.05 0.0321 0.8156 96 mph 60 degree with No Ice 1.165 0.9580160.00 0.0327 0.9582 96 mph 60 degree with No Ice 1.410 0.8875176.00 0.0323 0.8881 96 mph 90 degree with No Ice 0.885 0.8119140.00 -0.0231 0.8120 96 mph 90 degree with No Ice 0.998 0.8155148.05 -0.0235 0.8158 96 mph 90 degree with No Ice 1.175 0.9534160.00 -0.0236 0.9535 96 mph 90 degree with No Ice 1.422 0.8965176.00 -0.0236 0.8968 96 mph 120 degree with No Ice 0.911 0.8420140.00 -0.0307 0.8420 96 mph 120 degree with No Ice 1.026 0.8443148.05 -0.0346 0.8444 96 mph 120 degree with No Ice 1.208 0.9917160.00 -0.0344 0.9918 96 mph 120 degree with No Ice 1.462 0.9182176.00 -0.0348 0.9187 96 mph 180 degree with No Ice 0.877 0.8147140.00 0.0155 0.8147 96 mph 180 degree with No Ice 0.989 0.8388148.05 0.0150 0.8389 96 mph 180 degree with No Ice 1.165 0.9588160.00 0.0154 0.9588 96 mph 180 degree with No Ice 1.411 0.8888176.00 0.0150 0.8889 96 mph 210 degree with No Ice 0.886 0.8138140.00 0.0219 0.8139 96 mph 210 degree with No Ice 0.998 0.8404148.05 0.0254 0.8404 96 mph 210 degree with No Ice 1.176 0.9546160.00 0.0253 0.9548 96 mph 210 degree with No Ice 1.424 0.8982176.00 0.0256 0.8982 96 mph 240 degree with No Ice 0.911 0.8420140.00 0.0307 0.8420 96 mph 240 degree with No Ice 1.026 0.8443148.05 0.0346 0.8444 96 mph 240 degree with No Ice 1.208 0.9917160.00 0.0344 0.9918 96 mph 240 degree with No Ice 1.462 0.9182176.00 0.0348 0.9187 96 mph 300 degree with No Ice 0.877 0.8130140.00 0.0102 0.8132 96 mph 300 degree with No Ice 0.989 0.8149148.05 0.0072 0.8156 96 mph 300 degree with No Ice 1.165 0.9580160.00 0.0076 0.9582 96 mph 300 degree with No Ice 1.410 0.8875176.00 0.0073 0.8881 96 mph 330 degree with No Ice 0.886 0.8140140.00 0.0017 0.8140 96 mph 330 degree with No Ice 0.998 0.8403148.05 -0.0014 0.8410 96 mph 330 degree with No Ice 1.176 0.9545160.00 -0.0011 0.9545 96 mph 330 degree with No Ice 1.424 0.8982176.00 -0.0015 0.8988 96 mph Normal to Face with No Ice (Reduced DL)0.909 0.8417140.00 0.0153 0.8417 96 mph Normal to Face with No Ice (Reduced DL)1.025 0.8661148.05 0.0152 0.8662 96 mph Normal to Face with No Ice (Reduced DL)1.206 0.9901160.00 0.0148 0.9901 96 mph Normal to Face with No Ice (Reduced DL)1.460 0.9171176.00 0.0152 0.9172 96 mph 60 deg with No Ice (Reduced DL)0.875 0.8111140.00 0.0291 0.8112 96 mph 60 deg with No Ice (Reduced DL)0.987 0.8131148.05 0.0320 0.8138 96 mph 60 deg with No Ice (Reduced DL)1.162 0.9556160.00 0.0326 0.9558 96 mph 60 deg with No Ice (Reduced DL)1.407 0.8855176.00 0.0322 0.8861 96 mph 90 deg with No Ice (Reduced DL)0.883 0.8100140.00 -0.0231 0.8101 96 mph 90 deg with No Ice (Reduced DL)0.996 0.8136148.05 -0.0235 0.8139 96 mph 90 deg with No Ice (Reduced DL)1.172 0.9512160.00 -0.0236 0.9513 96 mph 90 deg with No Ice (Reduced DL)1.419 0.8944176.00 -0.0235 0.8947 96 mph 120 deg with No Ice (Reduced DL)0.909 0.8401140.00 -0.0307 0.8401 96 mph 120 deg with No Ice (Reduced DL)1.024 0.8423148.05 -0.0345 0.8423 96 mph 120 deg with No Ice (Reduced DL)1.206 0.9894160.00 -0.0343 0.9894 96 mph 120 deg with No Ice (Reduced DL)1.459 0.9159176.00 -0.0347 0.9164 96 mph 180 deg with No Ice (Reduced DL)0.876 0.8128140.00 0.0155 0.8128 96 mph 180 deg with No Ice (Reduced DL)0.987 0.8370148.05 0.0150 0.8371 96 mph 180 deg with No Ice (Reduced DL)1.163 0.9564160.00 0.0154 0.9564 Page 22 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 96 mph 180 deg with No Ice (Reduced DL)1.408 0.8868176.00 0.0150 0.8869 96 mph 210 deg with No Ice (Reduced DL)0.884 0.8119140.00 0.0218 0.8121 96 mph 210 deg with No Ice (Reduced DL)0.996 0.8385148.05 0.0254 0.8385 96 mph 210 deg with No Ice (Reduced DL)1.174 0.9523160.00 0.0252 0.9525 96 mph 210 deg with No Ice (Reduced DL)1.421 0.8960176.00 0.0255 0.8961 96 mph 240 deg with No Ice (Reduced DL)0.909 0.8401140.00 0.0307 0.8401 96 mph 240 deg with No Ice (Reduced DL)1.024 0.8423148.05 0.0345 0.8423 96 mph 240 deg with No Ice (Reduced DL)1.206 0.9894160.00 0.0343 0.9894 96 mph 240 deg with No Ice (Reduced DL)1.459 0.9159176.00 0.0347 0.9164 96 mph 300 deg with No Ice (Reduced DL)0.875 0.8111140.00 0.0102 0.8112 96 mph 300 deg with No Ice (Reduced DL)0.987 0.8131148.05 0.0072 0.8138 96 mph 300 deg with No Ice (Reduced DL)1.162 0.9556160.00 0.0076 0.9558 96 mph 300 deg with No Ice (Reduced DL)1.407 0.8855176.00 0.0073 0.8861 96 mph 330 deg with No Ice (Reduced DL)0.884 0.8122140.00 0.0017 0.8122 96 mph 330 deg with No Ice (Reduced DL)0.996 0.8384148.05 -0.0014 0.8391 96 mph 330 deg with No Ice (Reduced DL)1.174 0.9523160.00 -0.0011 0.9523 96 mph 330 deg with No Ice (Reduced DL)1.421 0.8960176.00 -0.0015 0.8966 30 mph Normal with 0.75 in Radial Ice 0.103 0.0919140.00 0.0017 0.0919 30 mph Normal with 0.75 in Radial Ice 0.115 0.0954148.05 0.0016 0.0954 30 mph Normal with 0.75 in Radial Ice 0.135 0.1067160.00 0.0016 0.1067 30 mph Normal with 0.75 in Radial Ice 0.163 0.1007176.00 0.0015 0.1007 30 mph 60 deg with 0.75 in Radial Ice 0.101 0.0912140.00 0.0019 0.0912 30 mph 60 deg with 0.75 in Radial Ice 0.114 0.0924148.05 0.0019 0.0924 30 mph 60 deg with 0.75 in Radial Ice 0.133 0.1062160.00 0.0019 0.1062 30 mph 60 deg with 0.75 in Radial Ice 0.160 0.0997176.00 0.0018 0.0997 30 mph 90 deg with 0.75 in Radial Ice 0.102 0.0906140.00 -0.0023 0.0906 30 mph 90 deg with 0.75 in Radial Ice 0.114 0.0920148.05 -0.0023 0.0920 30 mph 90 deg with 0.75 in Radial Ice 0.134 0.1052160.00 -0.0022 0.1052 30 mph 90 deg with 0.75 in Radial Ice 0.161 0.0999176.00 -0.0021 0.0999 30 mph 120 deg with 0.75 in Radial Ice 0.103 0.0917140.00 -0.0020 0.0917 30 mph 120 deg with 0.75 in Radial Ice 0.115 0.0934148.05 -0.0020 0.0934 30 mph 120 deg with 0.75 in Radial Ice 0.135 0.1066160.00 -0.0020 0.1066 30 mph 120 deg with 0.75 in Radial Ice 0.163 0.1006176.00 -0.0019 0.1006 30 mph 180 deg with 0.75 in Radial Ice 0.101 0.0914140.00 0.0017 0.0914 30 mph 180 deg with 0.75 in Radial Ice 0.114 0.0943148.05 0.0016 0.0943 30 mph 180 deg with 0.75 in Radial Ice 0.133 0.1063160.00 0.0016 0.1063 30 mph 180 deg with 0.75 in Radial Ice 0.161 0.0998176.00 0.0015 0.0998 30 mph 210 deg with 0.75 in Radial Ice 0.102 0.0908140.00 0.0012 0.0908 30 mph 210 deg with 0.75 in Radial Ice 0.114 0.0940148.05 0.0012 0.0940 30 mph 210 deg with 0.75 in Radial Ice 0.134 0.1053160.00 0.0012 0.1053 30 mph 210 deg with 0.75 in Radial Ice 0.161 0.1000176.00 0.0011 0.1000 30 mph 240 deg with 0.75 in Radial Ice 0.103 0.0917140.00 0.0020 0.0917 30 mph 240 deg with 0.75 in Radial Ice 0.115 0.0934148.05 0.0020 0.0934 30 mph 240 deg with 0.75 in Radial Ice 0.135 0.1066160.00 0.0020 0.1066 30 mph 240 deg with 0.75 in Radial Ice 0.163 0.1006176.00 0.0019 0.1006 30 mph 300 deg with 0.75 in Radial Ice 0.101 0.0912140.00 0.0019 0.0912 30 mph 300 deg with 0.75 in Radial Ice 0.114 0.0924148.05 0.0019 0.0924 30 mph 300 deg with 0.75 in Radial Ice 0.133 0.1062160.00 0.0018 0.1062 30 mph 300 deg with 0.75 in Radial Ice 0.160 0.0997176.00 0.0018 0.0997 30 mph 330 deg with 0.75 in Radial Ice 0.102 0.0908140.00 0.0011 0.0908 30 mph 330 deg with 0.75 in Radial Ice 0.114 0.0940148.05 0.0011 0.0940 30 mph 330 deg with 0.75 in Radial Ice 0.134 0.1053160.00 0.0010 0.1053 30 mph 330 deg with 0.75 in Radial Ice 0.161 0.1000176.00 0.0010 0.1000 Seismic Normal M1 0.073 0.0697140.00 0.0003 0.0697 Seismic Normal M1 0.082 0.0703148.05 0.0003 0.0703 Seismic Normal M1 0.097 0.0819160.00 0.0004 0.0819 Seismic Normal M1 0.118 0.0732176.00 0.0004 0.0732 Seismic Normal M2 0.061 0.0633140.00 0.0001 0.0633 Seismic Normal M2 0.069 0.0648148.05 0.0001 0.0648 Seismic Normal M2 0.083 0.0797160.00 0.0002 0.0797 Seismic Normal M2 0.102 0.0687176.00 0.0002 0.0687 Seismic 60 deg M1 0.072 0.0686140.00 0.0004 0.0686 Page 23 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Seismic 60 deg M1 0.081 0.0691148.05 0.0004 0.0691 Seismic 60 deg M1 0.096 0.0812160.00 0.0005 0.0812 Seismic 60 deg M1 0.116 0.0724176.00 0.0005 0.0724 Seismic 60 deg M2 0.061 0.0630140.00 0.0001 0.0630 Seismic 60 deg M2 0.069 0.0644148.05 0.0002 0.0644 Seismic 60 deg M2 0.083 0.0800160.00 0.0003 0.0800 Seismic 60 deg M2 0.102 0.0689176.00 0.0003 0.0689 Seismic 90 deg M1 0.073 0.0689140.00 -0.0003 0.0689 Seismic 90 deg M1 0.082 0.0703148.05 -0.0004 0.0703 Seismic 90 deg M1 0.097 0.0811160.00 -0.0005 0.0811 Seismic 90 deg M1 0.118 0.0733176.00 -0.0005 0.0733 Seismic 90 deg M2 0.061 0.0625140.00 0.0001 0.0625 Seismic 90 deg M2 0.069 0.0647148.05 -0.0002 0.0647 Seismic 90 deg M2 0.083 0.0786160.00 -0.0003 0.0786 Seismic 90 deg M2 0.102 0.0689176.00 -0.0003 0.0689 Seismic 120 deg M1 0.072 0.0688140.00 0.0004 0.0688 Seismic 120 deg M1 0.081 0.0694148.05 0.0005 0.0694 Seismic 120 deg M1 0.096 0.0808160.00 0.0005 0.0808 Seismic 120 deg M1 0.116 0.0723176.00 0.0005 0.0723 Seismic 120 deg M2 0.061 0.0632140.00 0.0001 0.0632 Seismic 120 deg M2 0.069 0.0648148.05 0.0002 0.0648 Seismic 120 deg M2 0.083 0.0797160.00 0.0003 0.0797 Seismic 120 deg M2 0.102 0.0687176.00 0.0003 0.0687 Seismic 180 deg M1 0.073 0.0695140.00 0.0003 0.0695 Seismic 180 deg M1 0.082 0.0700148.05 0.0003 0.0700 Seismic 180 deg M1 0.097 0.0822160.00 0.0004 0.0822 Seismic 180 deg M1 0.118 0.0733176.00 0.0004 0.0733 Seismic 180 deg M2 0.061 0.0630140.00 0.0001 0.0630 Seismic 180 deg M2 0.069 0.0644148.05 0.0001 0.0644 Seismic 180 deg M2 0.083 0.0800160.00 0.0002 0.0800 Seismic 180 deg M2 0.102 0.0689176.00 0.0002 0.0689 Seismic 210 deg M1 0.072 0.0681140.00 0.0002 0.0681 Seismic 210 deg M1 0.081 0.0694148.05 0.0002 0.0694 Seismic 210 deg M1 0.096 0.0800160.00 0.0003 0.0800 Seismic 210 deg M1 0.116 0.0723176.00 0.0003 0.0723 Seismic 210 deg M2 0.061 0.0625140.00 0.0000 0.0625 Seismic 210 deg M2 0.069 0.0647148.05 0.0001 0.0647 Seismic 210 deg M2 0.083 0.0786160.00 0.0001 0.0786 Seismic 210 deg M2 0.102 0.0689176.00 0.0002 0.0689 Seismic 240 deg M1 0.072 0.0688140.00 0.0004 0.0688 Seismic 240 deg M1 0.081 0.0694148.05 0.0004 0.0694 Seismic 240 deg M1 0.096 0.0808160.00 0.0005 0.0808 Seismic 240 deg M1 0.116 0.0723176.00 0.0005 0.0723 Seismic 240 deg M2 0.061 0.0632140.00 0.0001 0.0632 Seismic 240 deg M2 0.069 0.0648148.05 0.0002 0.0648 Seismic 240 deg M2 0.083 0.0797160.00 0.0002 0.0797 Seismic 240 deg M2 0.102 0.0687176.00 0.0003 0.0687 Seismic 300 deg M1 0.072 0.0686140.00 0.0004 0.0686 Seismic 300 deg M1 0.081 0.0691148.05 0.0004 0.0691 Seismic 300 deg M1 0.096 0.0812160.00 0.0005 0.0812 Seismic 300 deg M1 0.116 0.0724176.00 0.0005 0.0724 Seismic 300 deg M2 0.061 0.0630140.00 0.0001 0.0630 Seismic 300 deg M2 0.069 0.0644148.05 0.0002 0.0644 Seismic 300 deg M2 0.083 0.0800160.00 0.0002 0.0800 Seismic 300 deg M2 0.102 0.0689176.00 0.0003 0.0689 Seismic 330 deg M1 0.072 0.0681140.00 0.0002 0.0681 Seismic 330 deg M1 0.081 0.0694148.05 0.0002 0.0694 Seismic 330 deg M1 0.096 0.0800160.00 0.0003 0.0800 Seismic 330 deg M1 0.116 0.0723176.00 0.0003 0.0723 Seismic 330 deg M2 0.061 0.0625140.00 0.0001 0.0625 Seismic 330 deg M2 0.069 0.0647148.05 0.0001 0.0647 Seismic 330 deg M2 0.083 0.0786160.00 0.0001 0.0786 Page 24 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Seismic 330 deg M2 0.102 0.0689176.00 0.0002 0.0689 Seismic (Reduced DL) Normal M1 0.072 0.0695140.00 0.0003 0.0695 Seismic (Reduced DL) Normal M1 0.082 0.0701148.05 0.0003 0.0701 Seismic (Reduced DL) Normal M1 0.097 0.0817160.00 0.0004 0.0817 Seismic (Reduced DL) Normal M1 0.117 0.0730176.00 0.0004 0.0730 Seismic (Reduced DL) Normal M2 0.060 0.0631140.00 0.0001 0.0631 Seismic (Reduced DL) Normal M2 0.069 0.0645148.05 0.0001 0.0645 Seismic (Reduced DL) Normal M2 0.083 0.0795160.00 0.0002 0.0795 Seismic (Reduced DL) Normal M2 0.102 0.0686176.00 0.0002 0.0686 Seismic (Reduced DL) 60 deg M1 0.072 0.0685140.00 0.0004 0.0685 Seismic (Reduced DL) 60 deg M1 0.081 0.0689148.05 0.0004 0.0689 Seismic (Reduced DL) 60 deg M1 0.096 0.0809160.00 0.0005 0.0809 Seismic (Reduced DL) 60 deg M1 0.116 0.0721176.00 0.0005 0.0721 Seismic (Reduced DL) 60 deg M2 0.060 0.0629140.00 0.0001 0.0629 Seismic (Reduced DL) 60 deg M2 0.069 0.0642148.05 0.0002 0.0642 Seismic (Reduced DL) 60 deg M2 0.083 0.0798160.00 0.0003 0.0798 Seismic (Reduced DL) 60 deg M2 0.102 0.0687176.00 0.0003 0.0687 Seismic (Reduced DL) 90 deg M1 0.072 0.0687140.00 -0.0003 0.0687 Seismic (Reduced DL) 90 deg M1 0.082 0.0701148.05 -0.0004 0.0701 Seismic (Reduced DL) 90 deg M1 0.097 0.0808160.00 -0.0005 0.0808 Seismic (Reduced DL) 90 deg M1 0.117 0.0731176.00 -0.0005 0.0731 Seismic (Reduced DL) 90 deg M2 0.060 0.0623140.00 0.0001 0.0623 Seismic (Reduced DL) 90 deg M2 0.069 0.0646148.05 -0.0002 0.0646 Seismic (Reduced DL) 90 deg M2 0.083 0.0783160.00 -0.0003 0.0783 Seismic (Reduced DL) 90 deg M2 0.102 0.0687176.00 -0.0003 0.0687 Seismic (Reduced DL) 120 deg M1 0.072 0.0686140.00 0.0004 0.0686 Seismic (Reduced DL) 120 deg M1 0.081 0.0692148.05 0.0005 0.0692 Seismic (Reduced DL) 120 deg M1 0.096 0.0806160.00 0.0005 0.0806 Seismic (Reduced DL) 120 deg M1 0.116 0.0721176.00 0.0005 0.0721 Seismic (Reduced DL) 120 deg M2 0.060 0.0631140.00 0.0001 0.0631 Seismic (Reduced DL) 120 deg M2 0.069 0.0645148.05 0.0002 0.0645 Seismic (Reduced DL) 120 deg M2 0.083 0.0795160.00 0.0003 0.0795 Seismic (Reduced DL) 120 deg M2 0.102 0.0686176.00 0.0003 0.0686 Seismic (Reduced DL) 180 deg M1 0.072 0.0693140.00 0.0003 0.0693 Seismic (Reduced DL) 180 deg M1 0.082 0.0697148.05 0.0003 0.0697 Seismic (Reduced DL) 180 deg M1 0.097 0.0820160.00 0.0004 0.0820 Seismic (Reduced DL) 180 deg M1 0.117 0.0731176.00 0.0004 0.0731 Seismic (Reduced DL) 180 deg M2 0.060 0.0629140.00 0.0001 0.0629 Seismic (Reduced DL) 180 deg M2 0.069 0.0642148.05 0.0001 0.0642 Seismic (Reduced DL) 180 deg M2 0.083 0.0798160.00 0.0002 0.0798 Seismic (Reduced DL) 180 deg M2 0.102 0.0687176.00 0.0002 0.0687 Seismic (Reduced DL) 210 deg M1 0.072 0.0679140.00 0.0002 0.0679 Seismic (Reduced DL) 210 deg M1 0.081 0.0692148.05 0.0002 0.0692 Seismic (Reduced DL) 210 deg M1 0.096 0.0798160.00 0.0003 0.0798 Seismic (Reduced DL) 210 deg M1 0.116 0.0721176.00 0.0003 0.0721 Seismic (Reduced DL) 210 deg M2 0.060 0.0623140.00 0.0000 0.0623 Seismic (Reduced DL) 210 deg M2 0.069 0.0646148.05 0.0001 0.0646 Seismic (Reduced DL) 210 deg M2 0.083 0.0783160.00 0.0001 0.0783 Seismic (Reduced DL) 210 deg M2 0.102 0.0687176.00 0.0002 0.0687 Seismic (Reduced DL) 240 deg M1 0.072 0.0686140.00 0.0004 0.0686 Seismic (Reduced DL) 240 deg M1 0.081 0.0692148.05 0.0004 0.0692 Seismic (Reduced DL) 240 deg M1 0.096 0.0806160.00 0.0005 0.0806 Seismic (Reduced DL) 240 deg M1 0.116 0.0721176.00 0.0005 0.0721 Seismic (Reduced DL) 240 deg M2 0.060 0.0631140.00 0.0001 0.0631 Seismic (Reduced DL) 240 deg M2 0.069 0.0645148.05 0.0002 0.0645 Seismic (Reduced DL) 240 deg M2 0.083 0.0795160.00 0.0002 0.0795 Seismic (Reduced DL) 240 deg M2 0.102 0.0686176.00 0.0003 0.0686 Seismic (Reduced DL) 300 deg M1 0.072 0.0685140.00 0.0004 0.0685 Seismic (Reduced DL) 300 deg M1 0.081 0.0689148.05 0.0004 0.0689 Seismic (Reduced DL) 300 deg M1 0.096 0.0809160.00 0.0005 0.0809 Seismic (Reduced DL) 300 deg M1 0.116 0.0721176.00 0.0005 0.0721 Seismic (Reduced DL) 300 deg M2 0.060 0.0629140.00 0.0001 0.0629 Page 25 4/28/2017 10:05:18 AM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21278 Site Name: Code:ANSI/TIA-222-G McNeil Cemetery NC, NC Customer:T-Mobile Engineering Number:OAA702077_C3_01 Seismic (Reduced DL) 300 deg M2 0.069 0.0642148.05 0.0002 0.0642 Seismic (Reduced DL) 300 deg M2 0.083 0.0798160.00 0.0002 0.0798 Seismic (Reduced DL) 300 deg M2 0.102 0.0687176.00 0.0003 0.0687 Seismic (Reduced DL) 330 deg M1 0.072 0.0679140.00 0.0002 0.0679 Seismic (Reduced DL) 330 deg M1 0.081 0.0692148.05 0.0002 0.0692 Seismic (Reduced DL) 330 deg M1 0.096 0.0797160.00 0.0003 0.0797 Seismic (Reduced DL) 330 deg M1 0.116 0.0721176.00 0.0003 0.0721 Seismic (Reduced DL) 330 deg M2 0.060 0.0623140.00 0.0001 0.0623 Seismic (Reduced DL) 330 deg M2 0.069 0.0646148.05 0.0001 0.0646 Seismic (Reduced DL) 330 deg M2 0.083 0.0783160.00 0.0001 0.0783 Seismic (Reduced DL) 330 deg M2 0.102 0.0687176.00 0.0002 0.0687 Serviceability - 60 mph Wind Normal 0.223 0.2056140.00 0.0040 0.2056 Serviceability - 60 mph Wind Normal 0.252 0.2120148.05 0.0039 0.2120 Serviceability - 60 mph Wind Normal 0.296 0.2414160.00 0.0038 0.2414 Serviceability - 60 mph Wind Normal 0.358 0.2243176.00 0.0038 0.2244 Serviceability - 60 mph Wind 60 deg 0.215 0.1984140.00 0.0050 0.1984 Serviceability - 60 mph Wind 60 deg 0.242 0.1984148.05 0.0050 0.1985 Serviceability - 60 mph Wind 60 deg 0.285 0.2334160.00 0.0049 0.2334 Serviceability - 60 mph Wind 60 deg 0.345 0.2160176.00 0.0047 0.2160 Serviceability - 60 mph Wind 90 deg 0.217 0.1981140.00 -0.0056 0.1981 Serviceability - 60 mph Wind 90 deg 0.244 0.1988148.05 -0.0056 0.1989 Serviceability - 60 mph Wind 90 deg 0.288 0.2322160.00 -0.0055 0.2323 Serviceability - 60 mph Wind 90 deg 0.348 0.2185176.00 -0.0053 0.2185 Serviceability - 60 mph Wind 120 deg 0.223 0.2051140.00 -0.0053 0.2051 Serviceability - 60 mph Wind 120 deg 0.251 0.2061148.05 -0.0055 0.2061 Serviceability - 60 mph Wind 120 deg 0.296 0.2412160.00 -0.0053 0.2412 Serviceability - 60 mph Wind 120 deg 0.358 0.2240176.00 -0.0051 0.2240 Serviceability - 60 mph Wind 180 deg 0.215 0.1988140.00 0.0039 0.1988 Serviceability - 60 mph Wind 180 deg 0.242 0.2043148.05 0.0038 0.2043 Serviceability - 60 mph Wind 180 deg 0.285 0.2337160.00 0.0038 0.2337 Serviceability - 60 mph Wind 180 deg 0.345 0.2163176.00 0.0037 0.2164 Serviceability - 60 mph Wind 210 deg 0.217 0.1985140.00 0.0032 0.1985 Serviceability - 60 mph Wind 210 deg 0.245 0.2049148.05 0.0033 0.2049 Serviceability - 60 mph Wind 210 deg 0.288 0.2325160.00 0.0032 0.2325 Serviceability - 60 mph Wind 210 deg 0.348 0.2189176.00 0.0031 0.2189 Serviceability - 60 mph Wind 240 deg 0.223 0.2051140.00 0.0053 0.2051 Serviceability - 60 mph Wind 240 deg 0.251 0.2061148.05 0.0055 0.2061 Serviceability - 60 mph Wind 240 deg 0.296 0.2412160.00 0.0053 0.2412 Serviceability - 60 mph Wind 240 deg 0.358 0.2240176.00 0.0051 0.2240 Serviceability - 60 mph Wind 300 deg 0.215 0.1984140.00 0.0045 0.1984 Serviceability - 60 mph Wind 300 deg 0.242 0.1984148.05 0.0043 0.1985 Serviceability - 60 mph Wind 300 deg 0.285 0.2334160.00 0.0043 0.2334 Serviceability - 60 mph Wind 300 deg 0.345 0.2160176.00 0.0042 0.2160 Serviceability - 60 mph Wind 330 deg 0.218 0.1994140.00 0.0024 0.1994 Serviceability - 60 mph Wind 330 deg 0.245 0.2057148.05 0.0022 0.2058 Serviceability - 60 mph Wind 330 deg 0.289 0.2335160.00 0.0023 0.2335 Serviceability - 60 mph Wind 330 deg 0.350 0.2198176.00 0.0022 0.2198 Page 26