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AWS- Anderson Creek- 65498-PASSING SA
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 :Wests Pond NC, NC ATC Site Number :21272 Engineering Number :OAA691726_C3_01 Proposed Carrier :Verizon Carrier Site Name :Anderson Creek Carrier Site Number :65498 Site Location :723 Lastar Road Bunnlevel, NC 28323-9137 35.282458,-78.908369 County :Harnett Date :December 20, 2016 Max Usage :103% Result :Pass Prepared By: Spencer Collins CLS Reviewed By: COA: P-1268 Eng. Number OAA691726_C3_01 December 20, 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 OAA691726_C3_01 December 20, 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 Verizon. Supporting Documents Tower Drawings Rohn Drawing #C980965 (R3), dated August 5, 1998 Foundation Drawing Rohn Drawing #A981539-1 & Drawing #A981540-1, dated may 27, 1998 Geotechnical Report Froehling & Robertson, Inc. Project #Y66-547, dated April 14, 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:C 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 OAA691726_C3_01 December 20, 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 4 Commscope SBNHH-1D65C 1 Powerwave P45-16-XLH-RR 1 Commscope SBNHH-1D65A 4 Kathrein 742 213 3 Ericsson RRUS-12 B2 2 Kathrein 741 989 3 Ericsson RRUS-11 800MHz 3 Ericsson RRUS A2 Module 2 Raycap DC6-48-60-18-8F 300.0 300.0 6 Andrew E15S09P80 Sector Frames (4) 0.74" 8 AWG 7 (12) 2 1/4" Coax (1) 3/8" RET Control Cable (1) 0.28" Fiber AT&T Mobility 1 CCI TTA-815D Sprint Nextel 6 Powerwave 7745.00A286.0 286.0 3 Powerwave LGP186nn Sector Frames (12) 1 5/8" Coax (1) 7/8" Coax T-Mobile 262.0 262.0 4 Decibel DB810KE-XT Sector Frames (4) 7/8" Coax (1) 1 5/8" Coax 253.0 253.0 6 Comsat PCSA065-19-2 Leg (6) 1 5/8" Coax Sprint Nextel 243.0 6 RFS FD9R6004/1C-3L 3 Antel BXA-70063-8CF-EDIN-2 3 Antel BXA-70080/8CF240.0 240.0 3 Antel LPA-185090/8CF-2 Sector Frames (12) 1 5/8" Coax Verizon 3 KMW KASCTPR82008 3 KMW ET-X-CW-45-19-iR-AT228.0 228.0 3 Antel BXA-80063/8 Stand-offs (12) 1 5/8" Coax US Cellular Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 240.0 240.0 3 Antel LPA-185090/8CF ___ 2°--Verizon Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Antel WWX063X19G00 3 Ericsson RRUS-32240.0 240.0 1 Raycap RRFDC-3315-PF-48 Sector Frames (1) 1 5/8" Fiber Verizon 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 stacked on top of existing Verizon coax. Eng. Number OAA691726_C3_01 December 20, 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 99%Pass Diagonals 99%Pass Horizontals 51%Pass Guys 103%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)244.7 330.3 263.7 80% Anchor 1 Uplift (kips)30.1 40.6 35.7 88% Anchor 1 Shear (kips)37.7 50.9 47.4 93% Anchor 2 Uplift (kips)59.6 80.5 71.6 89% Anchor 2 Shear (kips)45.0 60.8 54.0 89% * 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) (°) Raycap RRFDC-3315-PF-48 Ericsson RRUS-32240.0 Antel WWX063X19G00 Verizon 0.316 0.018 0.171 *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 :Wests Pond NC, NC Verizon Wireless ANSI/TIA-222-G 21272 © 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: 0.20 S1: 0.09 60 mph Serviceability 1 SAE 36 ksi 4X4X0.5PX 50 ksi 3" DIA PIPE 2 - 4 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE 5 DAL 36 ksi 2.5X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE 6 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE 7 - 8 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE 9 DAL 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE 10 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE 11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE 12 DAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE 13 - 14 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE 15 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE 16 SAE 36 ksi 1.5X1.5X0.125SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 300.00 Round Sector Frame3Mounting Frame 300.00 Commscope SBNHH-1D65C4Panel 300.00 Powerwave Allgon P45-16-XLH-RR1Panel 300.00 Commscope SBNHH-1D65A1Panel 300.00 Kathrein 742 2134Panel 300.00 Ericsson RRUS-12 B23 300.00 Kathrein 741 9892Panel 300.00 Ericsson RRUS-11 800 MHz3 300.00 Ericsson RRUS A2 Module3 300.00 Raycap DC6-48-60-18-8F1 300.00 Raycap DC6-48-60-18-8F1 300.00 Andrew E15S09P806 286.00 CCI TTA-815D1 286.00 Round Sector Frame3Mounting Frame 286.00 Powerwave 7745.00A6Panel 286.00 Powerwave LGP186nn3 276.00 Torque Arms1Other 262.00 Round Sector Frame3Mounting Frame 262.00 Decibel DB810KE-XT4Whip 253.00 Comsat PCSA065-19-26Panel 240.00 Antel WWX063X19G003Panel 240.00 Ericsson RRUS-323Panel 240.00 Raycap RRFDC-3315-PF-481Panel 240.00 RFS FD9R6004/1C-3L6 240.00 Antel BXA-70063-8CF-EDIN-23Panel 240.00 Antel BXA-70080/8CF3Panel 240.00 Antel LPA-185090/8CF-23Panel 240.00 Flat Light Sector Frame3Mounting Frame 228.00 Stand-off3Straight Arm 228.00 KMW KASCTPR820083228.00 KMW ET-X-CW-45-19-iR-AT3Panel 228.00 Antel BXA-80063/83Panel 219.00 Torque Arms1Other Linear Appurtenance Elev (ft) From DescriptionToQty 6.00 300.00 3/8" RET Control Cab1 6.00 300.00 2 1/4" Coax4 6.00 300.00 2 1/4" Coax8 6.00 300.00 0.74" 8 AWG 74 6.00 300.00 0.28" Fiber1 6.00 286.00 7/8" Coax1 6.00 286.00 1 5/8" Coax12 Job Information Tower : Code : Client : Location :Wests Pond NC, NC Verizon Wireless ANSI/TIA-222-G 21272 © 2007 - 2016 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft 6.00 262.00 7/8" Coax4 6.00 262.00 1 5/8" Coax1 6.00 253.00 1 5/8" Coax6 6.00 240.00 1 5/8" Fiber1 6.00 240.00 1 5/8" Coax6 6.00 240.00 1 5/8" Coax6 6.00 228.00 1 5/8" Coax12 Job Information Tower : Code : Client : Location :Wests Pond NC, NC Verizon Wireless ANSI/TIA-222-G 21272 © 2007 - 2016 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00160.00 0 35.71 47.43 0.00160.00 240 35.71 47.43 0.00160.00 120 35.71 47.43 0.00180.00 0 71.63 53.97 0.00180.00 240 71.63 53.97 0.00180.00 120 71.63 53.97 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 263.75 4.14 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_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 C 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 0.197 Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods S 0.210 :d1S 0.144 :1S 0.090 p:1.3 1.04Period 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 95 mph Normal to Face with No Ice 1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice 1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice 1.2D + 1.6W 120 deg 95 mph 120 degree with No Ice 1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice 1.2D + 1.6W 210 deg 95 mph 210 degree with No Ice 1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice 1.2D + 1.6W 300 deg 95 mph 300 degree with No Ice 1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.75 in Radial Ice (1.2 + 0.2Sds) * DL + E Normal Seismic Normal (1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg (1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg Page 1 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Analysis Parameters (1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg (1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg (1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg (1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg (1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg (1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_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 300.0 Andrew E15S09P80 6 9 0.7 0.80 0.50 0.00.9 6.7 2.4 0.0 31.32 67 76 300.0 Raycap DC6-48-60-1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 31.32 22 46 300.0 Raycap DC6-48-60-1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 31.32 22 47 300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 31.32 105 95 300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 31.32 129 233 300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 31.32 141 48 300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 31.32 161 251 300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 31.32 469 127 300.0 Commscope SBNHH-1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 31.32 138 48 300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 31.32 173 65 300.0 Commscope SBNHH-4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 31.32 1093 286 300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 31.32 925 1296 286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 31.01 35 43 286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 31.01 37 29 286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 31.01 801 259 286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 31.01 915 1296 276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 30.78 419 720 262.0 Decibel DB810KE-XT 4 36 4.3 0.80 1.00 0.014.5 3.0 3.0 0.0 30.44 576 207 262.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 30.44 899 1296 253.0 Comsat PCSA065-6 25 6.5 1.00 0.95 0.06.3 8.5 7.5 0.0 30.22 1515 213 240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 108.6 29.96 36 27 240.0 Antel LPA-3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 29.89 136 30 240.0 Raycap RRFDC-3315-1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 29.89 46 46 240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 29.89 139 238 240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 29.89 579 141 240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 29.89 707 108 240.0 Antel BXA-70063-3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 29.89 698 104 240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 29.89 1097 1728 228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 29.56 11 6 228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 29.56 242 648 228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 29.56 669 104 228.0 KMW ET-X-CW-45-3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 29.56 987 324 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 29.31 598 720 Totals 97 7571 622.9 (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 300.0 Andrew E15S09P80 6 0.80241.3 0.50 0.00.9 6.7 2.4 0.0 3.12 8 188 300.0 Raycap DC6-48-60-1 0.80981.9 0.50 0.02.0 11.0 11.0 0.0 3.12 2 125 300.0 Raycap DC6-48-60-1 0.80572.2 0.50 0.02.0 11.0 11.0 0.0 3.12 2 77 300.0 Ericsson RRUS A2 3 0.80383.6 0.50 0.01.1 15.0 3.4 0.0 3.12 11 154 300.0 Ericsson RRUS-11 3 0.801353.6 0.50 0.01.4 17.8 9.2 0.0 3.12 12 524 300.0 Kathrein 741 989 2 0.801024.1 0.66 0.04.3 6.1 2.7 0.0 3.12 12 252 300.0 Ericsson RRUS-12 B2 3 0.801454.4 0.50 0.01.7 18.5 7.5 0.0 3.12 14 562 300.0 Kathrein 742 213 4 0.801456.5 0.67 0.06.4 6.1 2.7 0.0 3.12 37 719 300.0 Commscope SBNHH-1 0.802057.0 0.69 0.04.6 11.9 7.1 0.0 3.12 10 254 300.0 Powerwave Allgon 1 0.802539.3 0.63 0.04.5 17.4 6.5 0.0 3.12 12 314 300.0 Commscope SBNHH-4 0.8033513.2 0.70 0.08.0 11.9 7.1 0.0 3.12 79 1654 300.0 Round Sector Frame 3 0.7569432.1 0.67 0.012.0 0.0 0.0 0.0 3.12 129 2713 286.0 Powerwave 3 0.80271.4 0.50 0.00.9 6.7 2.7 0.0 3.09 4 104 Page 3 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Tower Loading 286.0 CCI TTA-815D 1 0.80733.3 0.50 0.01.3 14.0 6.0 0.0 3.09 3 93 286.0 Powerwave 6 0.801757.0 0.70 0.06.3 7.0 4.0 0.0 3.09 62 1305 286.0 Round Sector Frame 3 0.7569432.1 0.67 0.012.0 0.0 0.0 0.0 3.09 127 2713 276.0 Torque Arms 1 1.0087017.4 1.00 0.00.0 0.0 0.0 0.0 3.07 45 1164 262.0 Decibel DB810KE-XT 4 0.802449.9 1.00 0.014.5 3.0 3.0 0.0 3.04 82 1205 262.0 Round Sector Frame 3 0.7569132.0 0.67 0.012.0 0.0 0.0 0.0 3.04 124 2703 253.0 Comsat PCSA065-6 1.002167.8 0.95 0.06.3 8.5 7.5 0.0 3.01 115 1594 240.0 RFS FD9R6004/1C-3L 6 0.80110.8 0.50 3.00.5 6.5 1.5 15.5 2.99 5 87 240.0 Antel LPA-3 0.80933.7 0.50 0.04.0 5.9 4.1 0.0 2.98 11 340 240.0 Raycap RRFDC-3315-1 0.801443.6 0.50 0.02.4 11.7 10.3 0.0 2.98 4 180 240.0 Ericsson RRUS-32 3 0.801523.6 0.50 0.02.3 12.4 7.4 0.0 2.98 11 588 240.0 Antel 3 0.8025410.0 0.69 0.06.3 12.1 7.0 0.0 2.98 42 937 240.0 Antel BXA-70080/8CF 3 0.8027212.2 0.69 0.07.8 11.1 6.0 0.0 2.98 51 998 240.0 Antel BXA-70063-3 0.8026412.4 0.67 0.07.9 11.2 5.2 0.0 2.98 50 966 240.0 Flat Light Sector 3 0.7571533.7 0.67 0.012.0 0.0 0.0 0.0 2.98 129 2861 228.0 KMW 3 0.8070.6 0.50 0.00.4 4.3 1.6 0.0 2.95 2 26 228.0 Stand-off 3 0.752276.2 0.67 0.00.0 0.0 0.0 0.0 2.95 23 923 228.0 Antel BXA-80063/8 3 0.8025412.4 0.65 0.07.9 11.2 4.5 0.0 2.95 48 933 228.0 KMW ET-X-CW-45-3 0.8042917.8 0.64 0.08.0 18.1 7.1 0.0 2.95 69 1600 219.0 Torque Arms 1 1.0086125.8 1.00 0.00.0 0.0 0.0 0.0 2.92 64 1153 Totals 97 23495 965.2 (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 300.0 Andrew E15S09P80 6 9 0.7 0.80 0.50 0.00.9 6.7 2.4 0.0 12.49 17 53 300.0 Raycap DC6-48-60-1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 12.49 5 32 300.0 Raycap DC6-48-60-1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 12.49 5 33 300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 12.49 26 66 300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 12.49 32 162 300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 12.49 35 33 300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 12.49 40 174 300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 12.49 117 88 300.0 Commscope SBNHH-1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 12.49 34 34 300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 12.49 43 45 300.0 Commscope SBNHH-4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 12.49 272 198 300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 12.49 231 900 286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 12.37 9 30 286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 12.37 9 20 286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 12.37 200 180 286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 12.37 228 900 276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.28 104 500 262.0 Decibel DB810KE-XT 4 36 4.3 0.80 1.00 0.014.5 3.0 3.0 0.0 12.14 144 144 262.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 12.14 224 900 253.0 Comsat PCSA065-6 25 6.5 1.00 0.95 0.06.3 8.5 7.5 0.0 12.05 378 148 240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 27.1 11.95 9 19 240.0 Antel LPA-3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 11.92 34 21 240.0 Raycap RRFDC-3315-1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 11.92 11 32 240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 11.92 35 165 240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 11.92 144 98 240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 11.92 176 75 240.0 Antel BXA-70063-3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 11.92 174 72 240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 11.92 273 1200 228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 11.79 3 4 228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 11.79 60 450 Page 4 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Tower Loading 228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 11.79 167 72 228.0 KMW ET-X-CW-45-3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 11.79 246 225 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.69 149 500 Totals 97 7571 622.9 Page 5 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_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 6.00 300.0 0.28" Fiber 1 0.29 0.08 Lin App Individual0 0.00 1.00 1.00 0.01N 6.00 300.0 0.74" 8 AWG 7 4 0.74 0.49 Lin App Block50 0.00 0.50 1.00 0.00N 6.00 300.0 2 1/4" Coax 8 2.38 1.12 2 Block50 0.00 0.50 1.00 0.00N 6.00 300.0 2 1/4" Coax 4 2.38 1.12 2 Individual0 0.00 1.00 0.00 0.00N 6.00 300.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.01N 6.00 286.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.50 1.00 0.00N 6.00 286.0 7/8" Coax 1 1.09 0.33 3 Individual0 0.00 1.00 0.00 0.00N 6.00 262.0 1 5/8" Coax 1 1.98 1.04 3 Individual0 0.00 1.00 1.00 0.01N 6.00 262.0 7/8" Coax 4 1.09 0.33 3 Block50 0.00 0.50 1.00 0.00N 6.00 253.0 1 5/8" Coax 6 1.98 1.04 3 Block50 0.00 0.50 1.00 0.00N 6.00 240.0 1 5/8" Coax 6 1.98 1.04 1 Block50 0.00 0.50 1.00 0.00N 6.00 240.0 1 5/8" Coax 6 1.98 0.82 Lin App Block50 0.00 0.50 1.00 0.00N 6.00 240.0 1 5/8" Fiber 1 1.63 1.61 Lin App Individual0 0.00 1.00 1.00 0.01N 6.00 228.0 1 5/8" Coax 12 1.98 0.82 2 Block50 0.00 0.50 1.00 0.00N Page 6 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_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 2.50 0.21 0.14 0.06 0.06 0.03 1.30 1.27 37.18 2.68 1): d1): k k 1.04 (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 16 1,4850.0611,598,881,196 163290.00 15 2,3570.0882,317,851,898 237270.00 14 1,7980.0611,603,501,448 164250.00 13 2,2670.0691,818,831,825 186230.00 12 3,1670.0862,263,352,550 231210.00 11 2,4140.0581,519,381,944 155190.00 10 2,6070.0541,424,772,099 145170.00 9 2,8970.0511,350,522,332 138150.00 8 2,4720.037961,0521,990 98130.00 7 2,4720.030777,3871,990 79110.00 6 2,6070.024635,4462,099 6590.00 5 2,7430.019485,9002,208 5070.00 4 2,4720.011285,6951,990 2950.00 3 2,4720.006149,3641,990 1530.00 2 1,4820.00134,0211,193 314.00 1 1,0680.0004,998860 14.00 Andrew E15S09P80 660.00373,71553 8300.00 Raycap DC6-48-60-18-8F 390.00244,39632 5300.00 Raycap DC6-48-60-18-8F 410.00245,79233 5300.00 Ericsson RRUS A2 Module 820.00492,14366 9300.00 Ericsson RRUS-11 800 MHz 2010.009226,170162 23300.00 Kathrein 741 989 410.00246,07233 5300.00 Ericsson RRUS-12 B2 2160.009242,924174 25300.00 Kathrein 742 213 1090.005122,85888 13300.00 Page 7 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Equivalent Lateral Force Method Commscope SBNHH-1D65A 420.00246,77034 5300.00 Powerwave Allgon P45-16-XLH-RR 560.00262,82545 6300.00 Commscope SBNHH-1D65C 2460.011276,989198 28300.00 Round Sector Frame 1,1180.0481,256,50900 128300.00 Powerwave LGP186nn 370.00139,02430 4286.00 CCI TTA-815D 250.00126,27820 3286.00 Powerwave 7745.00A 2240.009236,506180 24286.00 Round Sector Frame 1,1180.0451,182,53900 121286.00 Torque Arms 6210.024627,937500 64276.00 Decibel DB810KE-XT 1790.006169,280144 17262.00 Round Sector Frame 1,1180.0401,058,00900 108262.00 Comsat PCSA065-19-2 1830.006165,980148 17253.00 RFS FD9R6004/1C-3L 230.00119,56119 2240.00 Antel LPA-185090/8CF-2 260.00122,08521 2240.00 Raycap RRFDC-3315-PF-48 400.00133,65432 3240.00 Ericsson RRUS-32 2050.007173,843165 18240.00 Antel WWX063X19G00 1220.004103,17098 11240.00 Antel BXA-70080/8CF 930.00378,87675 8240.00 Antel BXA-70063-8CF-EDIN-2 890.00375,72172 8240.00 Flat Light Sector Frame 1,4900.0481,262,021,200 129240.00 KMW KASCTPR82008 50.0003,8434 0228.00 Stand-off 5590.017443,420450 45228.00 Antel BXA-80063/8 890.00370,94772 7228.00 KMW ET-X-CW-45-19-iR-AT 2790.008221,710225 23228.00 Torque Arms 6210.018468,131500 48219.00 37,184 26,250,652 1.000 2,679 46,183 Page 8 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_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 2.50 0.21 0.14 1.30 1.04 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 16 1,4850.3890.9201.3891.7661,196 242290.00 15 2,3570.2600.5800.5801.5311,898 256270.00 14 1,7980.1680.3470.1381.3121,448 127250.00 13 2,2670.1110.194-0.0641.1111,825 106230.00 12 3,1670.0810.098-0.1210.9262,550 108210.00 11 2,4140.0690.043-0.1030.7581,944 70190.00 10 2,6070.0650.015-0.0550.6072,099 71170.00 9 2,8970.0630.006-0.0060.4722,332 76150.00 8 2,4720.0590.0080.0310.3551,990 61130.00 7 2,4720.0520.0170.0550.2541,990 53110.00 6 2,6070.0430.0270.0660.1702,099 4790.00 5 2,7430.0350.0370.0710.1032,208 4170.00 4 2,4720.0290.0420.0710.0531,990 3050.00 3 2,4720.0220.0370.0630.0191,990 2330.00 2 1,4820.0140.0230.0420.0041,193 814.00 1 1,0680.0050.0080.0150.000860 24.00 Andrew E15S09P80 660.4691.1401.9801.89053 13300.00 Raycap DC6-48-60-18-8F 390.4691.1401.9801.89032 8300.00 Raycap DC6-48-60-18-8F 410.4691.1401.9801.89033 8300.00 Ericsson RRUS A2 Module 820.4691.1401.9801.89066 16300.00 Ericsson RRUS-11 800 MHz 2010.4691.1401.9801.890162 40300.00 Kathrein 741 989 410.4691.1401.9801.89033 8300.00 Ericsson RRUS-12 B2 2160.4691.1401.9801.890174 42300.00 Kathrein 742 213 1090.4691.1401.9801.89088 21300.00 Commscope SBNHH-1D65A 420.4691.1401.9801.89034 8300.00 Powerwave Allgon P45-16-XLH-560.4691.1401.9801.89045 11300.00 Commscope SBNHH-1D65C 2460.4691.1401.9801.890198 48300.00 Round Sector Frame 1,1180.4691.1401.9801.890900 220300.00 Powerwave LGP186nn 370.3600.8421.1911.71830 6286.00 CCI TTA-815D 250.3600.8421.1911.71820 4286.00 Powerwave 7745.00A 2240.3600.8421.1911.718180 34286.00 Round Sector Frame 1,1180.3600.8421.1911.718900 169286.00 Torque Arms 6210.2950.6700.7781.600500 77276.00 Decibel DB810KE-XT 1790.2190.4760.3671.442144 16262.00 Round Sector Frame 1,1180.2190.4760.3671.442900 102262.00 Comsat PCSA065-19-2 1830.1800.3770.1861.344148 14253.00 RFS FD9R6004/1C-3L 230.1360.2620.0141.21019 1240.00 Antel LPA-185090/8CF-2 260.1360.2620.0141.21021 1240.00 Raycap RRFDC-3315-PF-48 400.1360.2620.0141.21032 2240.00 Page 9 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Equivalent Modal Analysis Method Ericsson RRUS-32 2050.1360.2620.0141.210165 12240.00 Antel WWX063X19G00 1220.1360.2620.0141.21098 7240.00 Antel BXA-70080/8CF 930.1360.2620.0141.21075 5240.00 Antel BXA-70063-8CF-EDIN-2 890.1360.2620.0141.21072 5240.00 Flat Light Sector Frame 1,4900.1360.2620.0141.2101,200 85240.00 KMW KASCTPR82008 50.1070.182-0.0741.0924 0228.00 Stand-off 5590.1070.182-0.0741.092450 25228.00 Antel BXA-80063/8 890.1070.182-0.0741.09272 4228.00 KMW ET-X-CW-45-19-iR-AT 2790.1070.182-0.0741.092225 13228.00 Torque Arms 6210.0920.135-0.1081.007500 24219.00 37,184 59.870 32.098 24.407 11.056 2,369 46,183 Page 10 12/20/2016 6:53:53 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Force/Stress Summary Section:8.000Height (ft):0.00Bot Elev (ft):1 TB901 DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 4X4X0.5 0.00 -0.16 -94.38 1.2D + 1.0Di + 1.2D + 1.6W 0.000 1.260 2.13 100 100 0 0 100 100 100 22.4 50.0 131.00 0 0 0.00 0.00 72 Member X Member Z 0.000.00000.000.00.00 100 19.3 36.0 119.13 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 - 4X4X0.5 0.00 18.47 0.00 1.2D + 1.6W 0 36 0 0 58 0 0.00 0 0 0 0.00 121.50 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 15 0 Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:12.000Height (ft):8.00Bot Elev (ft):2 930A12SB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -2.83 0.00 -92.65 1.2D + 1.6W 1.2D + 1.6W 90 6.301 0.000 3.78 100 0 50 50 0 100 100 39.8 50.0 121.04 0 0 0.00 0.00 76 Member X Member Z576.967.95114.9436.0127.750 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 - 1.5X1.5X0.125 2.38 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 4.13 57 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):20.00Bot Elev (ft):3 930ASB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.57 0.00 -100.00 1.2D + 1.6W 90 1.2D + 1.6W 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 83 Member X Member Z326.967.95114.8736.0128.850 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 - 1.5X1.5X0.125 1.66 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 4.13 40 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Page 11 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Force/Stress Summary Section:20.000Height (ft):40.00Bot Elev (ft):4 930ASB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.95 0.00 -99.97 1.2D + 1.6W 90 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 83 Member X Member Z396.967.95114.8736.0128.850 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 - 1.5X1.5X0.125 1.96 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 47 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):60.00Bot Elev (ft):5 930CGAL3SB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -4.02 0.00 -90.20 1.2D + 1.6W 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 74 Member X Member Z4013.0512.43119.9636.0115.650 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 - 1.75X1.75X0.18 3.67 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 7.83 46 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):80.00Bot Elev (ft):6 930BSB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.1875 -3.97 0.00 -78.71 1.2D + 1.6W 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 65 Member X Member Z5610.447.95117.0436.0130.150 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 3.60 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 6.20 58 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Page 12 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Force/Stress Summary Section:20.000Height (ft):100.0Bot Elev (ft):7 930ASB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.87 0.00 -83.16 1.2D + 1.6W 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 69 Member X Member Z386.967.95114.8736.0128.850 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 - 1.5X1.5X0.125 1.88 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 4.13 45 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):120.0Bot Elev (ft):8 930ASB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -2.78 0.00 -83.23 1.2D + 1.6W 90 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 69 Member X Member Z576.967.95114.8736.0128.850 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 - 1.5X1.5X0.125 1.95 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 4.13 47 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):140.0Bot Elev (ft):9 930CGAL2SB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -4.66 0.00 -90.31 1.2D + 1.6W 1.2D + 1.6W 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 75 Member X Member Z4613.0512.43119.9636.0115.650 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 DAL - 3X2X0.25 SAE - 1.75X1.75X0.18 4.27 1.79 0.00 1.2D + 1.6W 1.2D + 1.6W 90 36 36 0 0 58 58 15.67 0 4 1 0.00 63.37 0 2 1 12.43 71.56 0.00 0.00 66.99 7.83 54 2 0 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Page 13 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Force/Stress Summary Section:20.000Height (ft):160.0Bot Elev (ft):10 925BBSB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.1875 -3.21 0.00 -91.71 1.2D + 1.6W 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 40.7 50.0 120.39 0 0 0.00 0.00 76 Member X Member Z4510.447.95117.0436.0130.150 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 3.01 0.00 0.83 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 6.20 48 0 0 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):180.0Bot Elev (ft):11 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -1.27 0.00 -67.19 1.2D + 1.6W 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 50.2 50.0 84.19 0 0 0.00 0.00 79 Member X Member Z1810.447.95117.0436.0130.150 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 0.98 0.00 0.00 1.2D + 1.6W 60 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 6.20 15 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):200.0Bot Elev (ft):12 925ETAXSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.25 SAE - 2X2X0.25 -6.54 -8.04 -83.47 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.354 5.042 3.87 100 100 50 50 100 100 100 50.2 50.0 84.19 0 0 0.00 0.00 99 Member X Member Y Member Z4069.6049.722416.3436.0108.850 100 164.5 36.0 15.69 4 2 49.72 69.60 51 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 - 2X2X0.25 SAE - 2X2X0.25 6.94 8.39 30.25 1.2D + 1.6W 60 1.2D + 1.6W 60 1.2D + 1.6W 90 36 36 50 65 58 58 18.43 0 4 4 101.25 49.10 0 2 2 49.72 49.72 0.00 0.00 55.68 62.64 37 17 29 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Page 14 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Force/Stress Summary Section:20.000Height (ft):220.0Bot Elev (ft):13 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -6.83 0.00 -82.42 1.2D + 1.6W 1.2D + 1.6W 90 6.354 0.000 3.87 100 0 50 50 0 100 100 50.2 50.0 84.19 0 0 0.00 0.00 97 Member X Member Z9610.447.95117.0436.0130.150 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 6.16 0.00 30.42 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 6.20 99 0 30 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):240.0Bot Elev (ft):14 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -1.79 0.00 -33.36 1.2D + 1.6W 1.2D + 1.6W 6.354 0.000 3.87 100 0 50 50 0 100 100 50.2 50.0 84.19 0 0 0.00 0.00 39 Member X Member Z2510.447.95117.0436.0130.150 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.1875 1.91 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 6.20 30 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Section:20.000Height (ft):260.0Bot Elev (ft):15 925CTL164SB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.75X1.75X0.18 -5.19 0.00 -35.71 1.2D + 1.6W 1.2D + 1.6W 6.354 0.000 3.87 100 0 50 50 0 100 100 50.2 50.0 84.19 0 0 0.00 0.00 42 Member X Member Z5213.0512.43119.9636.0115.650 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 - 2-1/2" DIA PIPE SAE - 1.75X1.75X0.18 6.32 0.00 25.35 1.2D + 1.6W 60 1.2D + 1.6W 90 36 0 50 65 0 58 15.67 0 0 1 101.25 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 7.83 80 0 25 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Page 15 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Force/Stress Summary Section:20.000Height (ft):280.0Bot Elev (ft):16 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.125 SAE - 1.5X1.5X0.1875 -4.44 -0.68 -27.95 1.2D + 1.6W 1.2D + 1.6W 60 1.2D + 1.6W 90 6.354 5.042 0.33 100 100 50 50 100 100 100 4.3 50.0 101.11 0 0 0.00 0.00 27 Member X Member Z Member Z6310.447.95117.0436.0130.150 100 204.4 36.0 1.95 0 0 0.00 0.00 35 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 - 1.5X1.5X0.125 SAE - 1.5X1.5X0.1875 3.15 0.80 24.13 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 90 36 36 50 65 58 58 13.47 0 0 1 101.25 11.66 0 0 1 7.95 0.00 0.00 0.00 0.00 6.20 50 6 23 Member Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Page 16 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down 1.2D + 1.6W Normal 1 0.00 240.59 -2.43 A1 0.00 -0.23 0.24 A1a -35.50 -31.25 -21.36 A1b 35.50 -31.25 -21.36 A2 0.00 -2.89 1.18 A2a -39.92 -62.94 -25.29 A2b 39.92 -62.94 -25.29 1.2D + 1.6W 60 deg 1 -3.59 171.35 -2.07 A1 -0.38 -2.25 2.86 A1a -37.42 -32.50 -21.60 A1b 2.29 -2.25 -1.76 A2 -1.26 -9.32 6.32 A2a -43.92 -67.30 -25.36 A2b 4.84 -9.32 -4.25 1.2D + 1.6W 90 deg 1 -3.10 216.70 -0.61 A1 -0.66 -17.80 23.47 A1a -41.31 -35.71 -23.29 A1b 0.50 -0.60 -0.48 A2 -1.88 -38.24 28.36 A2a -47.35 -71.63 -25.90 A2b 1.45 -3.96 -1.56 1.2D + 1.6W 120 deg 1 -2.10 240.59 1.21 A1 -0.75 -31.25 41.42 A1a -36.24 -31.25 -20.06 A1b 0.20 -0.23 -0.12 A2 -1.94 -62.94 47.22 A2a -41.87 -62.94 -21.93 A2b 1.02 -2.89 -0.59 1.2D + 1.6W 180 deg 1 0.00 171.35 4.14 A1 0.00 -32.50 43.20 A1a -2.66 -2.25 -1.10 A1b 2.66 -2.25 -1.10 A2 0.00 -67.30 50.72 A2a -6.10 -9.32 -2.07 A2b 6.10 -9.32 -2.07 1.2D + 1.6W 210 deg 1 1.02 216.70 2.99 A1 0.48 -35.71 47.42 A1a -0.67 -0.60 -0.19 A1b 20.65 -17.80 -11.16 A2 1.24 -71.63 53.96 A2a -2.08 -3.96 -0.47 A2b 25.50 -38.24 -12.55 1.2D + 1.6W 240 deg 1 2.10 240.59 1.21 A1 0.75 -31.25 41.42 A1a -0.20 -0.23 -0.12 A1b 36.24 -31.25 -20.06 A2 1.94 -62.94 47.22 A2a -1.02 -2.89 -0.59 A2b 41.87 -62.94 -21.93 1.2D + 1.6W 300 deg 1 3.59 171.35 -2.07 A1 0.38 -2.25 2.86 A1a -2.29 -2.25 -1.76 A1b 37.42 -32.50 -21.60 A2 1.26 -9.32 6.32 Page 17 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2a -4.84 -9.32 -4.25 A2b 43.92 -67.30 -25.36 1.2D + 1.6W 330 deg 1 2.08 216.70 -2.38 A1 0.17 -0.60 0.67 A1a -19.99 -17.80 -12.31 A1b 40.83 -35.71 -24.13 A2 0.63 -3.96 2.04 A2a -23.62 -38.24 -15.81 A2b 46.11 -71.63 -28.05 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 263.75 -0.28 A1 0.00 -5.51 8.78 A1a -11.26 -8.61 -6.65 A1b 11.26 -8.61 -6.65 A2 0.00 -14.04 12.16 A2a -15.42 -21.18 -9.47 A2b 15.42 -21.18 -9.47 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.24 262.77 -0.14 A1 -0.13 -6.45 10.07 A1a -12.37 -9.52 -7.14 A1b 8.65 -6.45 -5.15 A2 -0.48 -16.30 13.99 A2a -17.21 -23.37 -9.94 A2b 11.87 -16.30 -7.41 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.28 263.23 0.00 A1 -0.16 -7.52 11.56 A1a -12.16 -9.29 -6.95 A1b 7.85 -5.75 -4.60 A2 -0.59 -18.72 16.02 A2a -16.96 -22.82 -9.50 A2b 10.81 -14.63 -6.53 1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.24 263.75 0.14 A1 -0.13 -8.61 13.07 A1a -11.39 -8.61 -6.42 A1b 7.60 -5.51 -4.39 A2 -0.49 -21.18 18.09 A2a -15.91 -21.18 -8.62 A2b 10.53 -14.04 -6.08 1.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 262.77 0.28 A1 0.00 -9.51 14.29 A1a -8.78 -6.45 -4.92 A1b 8.78 -6.45 -4.92 A2 0.00 -23.37 19.88 A2a -12.35 -16.30 -6.57 A2b 12.35 -16.30 -6.57 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.14 263.23 0.24 A1 0.06 -9.29 14.00 A1a -7.91 -5.75 -4.50 A1b 10.09 -7.52 -5.64 A2 0.26 -22.82 19.43 A2a -11.06 -14.63 -6.10 A2b 14.17 -18.72 -7.50 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.24 263.75 0.14 A1 0.13 -8.61 13.07 A1a -7.60 -5.51 -4.39 A1b 11.39 -8.61 -6.42 A2 0.49 -21.18 18.09 A2a -10.53 -14.04 -6.08 A2b 15.91 -21.18 -8.62 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.24 262.77 -0.14 Page 18 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A1 0.13 -6.45 10.07 A1a -8.65 -6.45 -5.15 A1b 12.37 -9.52 -7.14 A2 0.48 -16.30 13.99 A2a -11.87 -16.30 -7.41 A2b 17.21 -23.37 -9.94 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.14 263.23 -0.24 A1 0.06 -5.75 9.10 A1a -9.93 -7.52 -5.92 A1b 12.09 -9.29 -7.05 A2 0.25 -14.63 12.63 A2a -13.58 -18.72 -8.52 A2b 16.70 -22.82 -9.94 (1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 95.71 0.01 A1 0.00 -4.10 5.87 A1a -5.65 -4.66 -3.26 A1b 5.65 -4.66 -3.26 A2 0.00 -8.79 6.85 A2a -7.69 -11.61 -4.44 A2b 7.69 -11.61 -4.44 (1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 95.77 -0.03 A1 0.00 -4.33 6.14 A1a -5.52 -4.53 -3.19 A1b 5.52 -4.53 -3.19 A2 0.00 -8.71 6.82 A2a -7.72 -11.69 -4.46 A2b 7.72 -11.69 -4.46 (1.2 + 0.2Sds) * DL + E 60 deg M1 1 0.01 95.67 0.01 A1 0.00 -4.28 6.08 A1a -5.84 -4.85 -3.37 A1b 5.26 -4.28 -3.04 A2 0.00 -9.72 7.53 A2a -8.25 -12.53 -4.77 A2b 6.52 -9.72 -3.76 (1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.03 95.70 -0.01 A1 0.00 -4.40 6.21 A1a -5.60 -4.61 -3.23 A1b 5.38 -4.40 -3.10 A2 0.00 -9.69 7.52 A2a -8.30 -12.64 -4.79 A2b 6.51 -9.69 -3.76 (1.2 + 0.2Sds) * DL + E 90 deg M1 1 0.01 95.69 0.00 A1 0.00 -4.47 6.30 A1a -5.79 -4.80 -3.34 A1b 5.13 -4.15 -2.96 A2 0.00 -10.67 8.20 A2a -8.11 -12.29 -4.68 A2b 6.09 -9.04 -3.52 (1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.03 95.74 0.00 A1 0.00 -4.46 6.29 A1a -5.58 -4.59 -3.22 A1b 5.33 -4.35 -3.08 A2 0.00 -10.69 8.22 A2a -8.15 -12.41 -4.71 A2b 6.07 -8.97 -3.50 (1.2 + 0.2Sds) * DL + E 120 deg M1 1 0.01 95.71 -0.01 A1 0.00 -4.66 6.52 A1a -5.65 -4.66 -3.26 A1b 5.08 -4.10 -2.93 A2 0.00 -11.61 8.88 A2a -7.69 -11.61 -4.44 Page 19 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2b 5.94 -8.79 -3.43 (1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.03 95.77 0.02 A1 0.00 -4.53 6.37 A1a -5.52 -4.53 -3.19 A1b 5.31 -4.33 -3.07 A2 0.00 -11.69 8.92 A2a -7.72 -11.69 -4.46 A2b 5.91 -8.71 -3.41 (1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 95.67 -0.01 A1 0.00 -4.85 6.75 A1a -5.26 -4.28 -3.04 A1b 5.26 -4.28 -3.04 A2 0.00 -12.54 9.54 A2a -6.52 -9.72 -3.76 A2b 6.52 -9.72 -3.76 (1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 95.71 0.03 A1 0.00 -4.61 6.47 A1a -5.38 -4.40 -3.10 A1b 5.38 -4.40 -3.10 A2 0.00 -12.65 9.59 A2a -6.51 -9.69 -3.76 A2b 6.51 -9.69 -3.76 (1.2 + 0.2Sds) * DL + E 210 deg M1 1 -0.01 95.69 -0.01 A1 0.00 -4.80 6.69 A1a -5.13 -4.15 -2.96 A1b 5.45 -4.47 -3.15 A2 0.00 -12.29 9.36 A2a -6.09 -9.04 -3.52 A2b 7.10 -10.67 -4.10 (1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.02 95.74 0.03 A1 0.00 -4.59 6.44 A1a -5.33 -4.35 -3.08 A1b 5.45 -4.46 -3.14 A2 0.00 -12.41 9.41 A2a -6.07 -8.97 -3.50 A2b 7.12 -10.69 -4.11 (1.2 + 0.2Sds) * DL + E 240 deg M1 1 -0.01 95.71 -0.01 A1 0.00 -4.66 6.52 A1a -5.08 -4.10 -2.93 A1b 5.65 -4.66 -3.26 A2 0.00 -11.61 8.88 A2a -5.94 -8.79 -3.43 A2b 7.69 -11.61 -4.44 (1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.03 95.77 0.02 A1 0.00 -4.53 6.37 A1a -5.31 -4.33 -3.07 A1b 5.52 -4.53 -3.19 A2 0.00 -11.69 8.92 A2a -5.91 -8.71 -3.41 A2b 7.72 -11.69 -4.46 (1.2 + 0.2Sds) * DL + E 300 deg M1 1 -0.01 95.67 0.01 A1 0.00 -4.28 6.08 A1a -5.26 -4.28 -3.04 A1b 5.84 -4.85 -3.37 A2 0.00 -9.72 7.53 A2a -6.52 -9.72 -3.76 A2b 8.25 -12.53 -4.77 (1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.03 95.70 -0.01 A1 0.00 -4.40 6.21 Page 20 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A1a -5.38 -4.40 -3.10 A1b 5.60 -4.61 -3.23 A2 0.00 -9.69 7.52 A2a -6.51 -9.69 -3.76 A2b 8.30 -12.64 -4.79 (1.2 + 0.2Sds) * DL + E 330 deg M1 1 -0.01 95.69 0.01 A1 0.00 -4.15 5.92 A1a -5.45 -4.47 -3.15 A1b 5.79 -4.80 -3.34 A2 0.00 -9.04 7.04 A2a -7.10 -10.67 -4.10 A2b 8.11 -12.29 -4.68 (1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.01 95.74 -0.03 A1 0.00 -4.35 6.16 A1a -5.45 -4.46 -3.14 A1b 5.58 -4.59 -3.22 A2 0.00 -8.97 7.01 A2a -7.12 -10.69 -4.11 A2b 8.15 -12.41 -4.71 1.0D + 1.0W Service Normal 1 0.00 93.05 -1.30 A1 0.00 -0.90 1.43 A1a -9.84 -8.29 -5.81 A1b 9.84 -8.29 -5.81 A2 0.00 -1.21 1.02 A2a -10.75 -16.49 -6.58 A2b 10.75 -16.49 -6.58 1.0D + 1.0W Service 60 deg 1 -1.04 93.13 -0.60 A1 -0.09 -2.59 3.70 A1a -11.87 -10.09 -6.85 A1b 3.16 -2.59 -1.93 A2 -0.31 -7.37 5.58 A2a -14.41 -21.92 -8.32 A2b 4.68 -7.37 -3.06 1.0D + 1.0W Service 90 deg 1 -1.23 93.75 0.01 A1 -0.12 -5.31 7.41 A1a -11.53 -9.73 -6.60 A1b 1.58 -1.22 -0.96 A2 -0.38 -12.16 9.26 A2a -13.64 -20.58 -7.67 A2b 2.19 -3.45 -1.45 1.0D + 1.0W Service 120 deg 1 -1.12 93.05 0.65 A1 -0.11 -8.29 11.43 A1a -9.95 -8.29 -5.62 A1b 1.24 -0.90 -0.71 A2 -0.33 -16.49 12.60 A2a -11.08 -16.49 -6.02 A2b 0.89 -1.21 -0.51 1.0D + 1.0W Service 180 deg 1 0.00 93.14 1.20 A1 0.00 -10.09 13.71 A1a -3.25 -2.59 -1.77 A1b 3.25 -2.59 -1.77 A2 0.00 -21.92 16.64 A2a -4.99 -7.36 -2.52 A2b 4.99 -7.36 -2.52 1.0D + 1.0W Service 210 deg 1 0.62 93.75 1.06 A1 0.05 -9.73 13.28 A1a -1.62 -1.22 -0.89 A1b 6.48 -5.31 -3.60 A2 0.17 -20.58 15.65 A2a -2.35 -3.45 -1.18 A2b 8.21 -12.16 -4.30 Page 21 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 1.0D + 1.0W Service 240 deg 1 1.12 93.05 0.65 A1 0.11 -8.29 11.43 A1a -1.24 -0.90 -0.71 A1b 9.95 -8.29 -5.62 A2 0.33 -16.49 12.60 A2a -0.89 -1.21 -0.51 A2b 11.08 -16.49 -6.02 1.0D + 1.0W Service 300 deg 1 1.04 93.13 -0.60 A1 0.09 -2.59 3.70 A1a -3.16 -2.59 -1.93 A1b 11.87 -10.09 -6.85 A2 0.31 -7.37 5.58 A2a -4.68 -7.37 -3.06 A2b 14.41 -21.92 -8.32 1.0D + 1.0W Service 330 deg 1 0.61 93.75 -1.07 A1 0.04 -1.22 1.84 A1a -6.35 -5.31 -3.81 A1b 11.48 -9.73 -6.69 A2 0.16 -3.45 2.62 A2a -7.83 -12.16 -4.96 A2b 13.47 -20.58 -7.98 Maximum Reactions Summary Base Vertical (kip) Horizontal (kip) 263.75 4.14 -35.71 -71.63 47.43 53.97 Anch1 Anch2 Page 22 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00160.00 0 35.71 47.43 0.00160.00 240 35.71 47.43 0.00160.00 120 35.71 47.43 0.00180.00 0 71.63 53.97 0.00180.00 240 71.63 53.97 0.00180.00 120 71.63 53.97 Page 23 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Tension Detailed Cable Forces Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W Normal A1 31 25.44 0.19 180.00 5/8 EHS A1a 31b 25.44 22.80 90 5/8 EHS A1b 31a 25.44 22.80 90 5/8 EHS A1 59 34.98 0.42 1160.00 3/4 EHS A1a 59b 34.98 29.99 86 3/4 EHS A1b 59a 34.98 29.99 86 3/4 EHS A2 T3 25.44 0.78 3219.67 5/8 EHS A2 T3b 25.44 0.78 3 5/8 EHS A2a T3a 25.44 21.49 84 5/8 EHS A2a T3b 25.44 21.30 84 5/8 EHS A2b T3 25.44 21.30 84 5/8 EHS A2b T3a 25.44 21.49 84 5/8 EHS A2 T4 25.44 1.18 5275.80 5/8 EHS A2 T4b 25.44 1.18 5 5/8 EHS A2a T4a 25.44 18.23 72 5/8 EHS A2a T4b 25.44 18.61 73 5/8 EHS A2b T4 25.44 18.61 73 5/8 EHS A2b T4a 25.44 18.23 72 5/8 EHS 1.2D + 1.6W 60 deg A1 31 25.44 1.48 680.00 5/8 EHS A1a 31b 25.44 23.90 94 5/8 EHS A1b 31a 25.44 1.47 6 5/8 EHS A1 59 34.98 2.48 7160.00 3/4 EHS A1a 59b 34.98 31.09 89 3/4 EHS A1b 59a 34.98 2.48 7 3/4 EHS A2 T3 25.44 2.97 12219.67 5/8 EHS A2 T3b 25.44 2.88 11 5/8 EHS A2a T3a 25.44 22.19 87 5/8 EHS A2a T3b 25.44 22.19 87 5/8 EHS A2b T3 25.44 2.97 12 5/8 EHS A2b T3a 25.44 2.88 11 5/8 EHS A2 T4 25.44 3.24 13275.80 5/8 EHS A2 T4b 25.44 3.06 12 5/8 EHS A2a T4a 25.44 20.40 80 5/8 EHS A2a T4b 25.44 20.40 80 5/8 EHS A2b T4 25.44 3.24 13 5/8 EHS A2b T4a 25.44 3.06 12 5/8 EHS 1.2D + 1.6W 90 deg A1 31 25.44 12.88 5180.00 5/8 EHS A1a 31b 25.44 26.15 103 5/8 EHS A1b 31a 25.44 0.37 1 5/8 EHS A1 59 34.98 17.21 49160.00 3/4 EHS A1a 59b 34.98 34.21 98 3/4 EHS A1b 59a 34.98 0.82 2 3/4 EHS A2 T3 25.44 13.26 52219.67 5/8 EHS A2 T3b 25.44 13.40 53 5/8 EHS A2a T3a 25.44 23.95 94 5/8 EHS A2a T3b 25.44 24.09 95 5/8 EHS A2b T3 25.44 1.17 5 5/8 EHS A2b T3a 25.44 1.11 4 5/8 EHS A2 T4 25.44 11.22 44275.80 5/8 EHS A2 T4b 25.44 10.65 42 5/8 EHS Page 24 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2a T4a 25.44 21.34 84 5/8 EHS A2a T4b 25.44 21.24 83 5/8 EHS A2b T4 25.44 1.55 6 5/8 EHS A2b T4a 25.44 1.48 6 5/8 EHS 1.2D + 1.6W 120 deg A1 31 25.44 22.80 9080.00 5/8 EHS A1a 31b 25.44 22.80 90 5/8 EHS A1b 31a 25.44 0.19 1 5/8 EHS A1 59 34.98 29.99 86160.00 3/4 EHS A1a 59b 34.98 30.00 86 3/4 EHS A1b 59a 34.98 0.42 1 3/4 EHS A2 T3 25.44 21.30 84219.67 5/8 EHS A2 T3b 25.44 21.49 84 5/8 EHS A2a T3a 25.44 21.30 84 5/8 EHS A2a T3b 25.44 21.49 84 5/8 EHS A2b T3 25.44 0.78 3 5/8 EHS A2b T3a 25.44 0.78 3 5/8 EHS A2 T4 25.44 18.61 73275.80 5/8 EHS A2 T4b 25.44 18.23 72 5/8 EHS A2a T4a 25.44 18.61 73 5/8 EHS A2a T4b 25.44 18.23 72 5/8 EHS A2b T4 25.44 1.18 5 5/8 EHS A2b T4a 25.44 1.18 5 5/8 EHS 1.2D + 1.6W 180 deg A1 31 25.44 23.89 9480.00 5/8 EHS A1a 31b 25.44 1.48 6 5/8 EHS A1b 31a 25.44 1.48 6 5/8 EHS A1 59 34.98 31.09 89160.00 3/4 EHS A1a 59b 34.98 2.48 7 3/4 EHS A1b 59a 34.98 2.48 7 3/4 EHS A2 T3 25.44 22.19 87219.67 5/8 EHS A2 T3b 25.44 22.19 87 5/8 EHS A2a T3a 25.44 2.97 12 5/8 EHS A2a T3b 25.44 2.88 11 5/8 EHS A2b T3 25.44 2.88 11 5/8 EHS A2b T3a 25.44 2.97 12 5/8 EHS A2 T4 25.44 20.40 80275.80 5/8 EHS A2 T4b 25.44 20.40 80 5/8 EHS A2a T4a 25.44 3.24 13 5/8 EHS A2a T4b 25.44 3.06 12 5/8 EHS A2b T4 25.44 3.06 12 5/8 EHS A2b T4a 25.44 3.24 13 5/8 EHS 1.2D + 1.6W 210 deg A1 31 25.44 26.15 10380.00 5/8 EHS A1a 31b 25.44 0.37 1 5/8 EHS A1b 31a 25.44 12.88 51 5/8 EHS A1 59 34.98 34.21 98160.00 3/4 EHS A1a 59b 34.98 0.82 2 3/4 EHS A1b 59a 34.98 17.21 49 3/4 EHS A2 T3 25.44 24.08 95219.67 5/8 EHS A2 T3b 25.44 23.95 94 5/8 EHS A2a T3a 25.44 1.17 5 5/8 EHS A2a T3b 25.44 1.11 4 5/8 EHS A2b T3 25.44 13.40 53 5/8 EHS A2b T3a 25.44 13.26 52 5/8 EHS A2 T4 25.44 21.24 84275.80 5/8 EHS A2 T4b 25.44 21.34 84 5/8 EHS A2a T4a 25.44 1.55 6 5/8 EHS A2a T4b 25.44 1.48 6 5/8 EHS Page 25 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2b T4 25.44 10.65 42 5/8 EHS A2b T4a 25.44 11.22 44 5/8 EHS 1.2D + 1.6W 240 deg A1 31 25.44 22.80 9080.00 5/8 EHS A1a 31b 25.44 0.19 1 5/8 EHS A1b 31a 25.44 22.80 90 5/8 EHS A1 59 34.98 29.99 86160.00 3/4 EHS A1a 59b 34.98 0.42 1 3/4 EHS A1b 59a 34.98 30.00 86 3/4 EHS A2 T3 25.44 21.49 84219.67 5/8 EHS A2 T3b 25.44 21.30 84 5/8 EHS A2a T3a 25.44 0.78 3 5/8 EHS A2a T3b 25.44 0.78 3 5/8 EHS A2b T3 25.44 21.49 84 5/8 EHS A2b T3a 25.44 21.30 84 5/8 EHS A2 T4 25.44 18.23 72275.80 5/8 EHS A2 T4b 25.44 18.61 73 5/8 EHS A2a T4a 25.44 1.18 5 5/8 EHS A2a T4b 25.44 1.18 5 5/8 EHS A2b T4 25.44 18.23 72 5/8 EHS A2b T4a 25.44 18.61 73 5/8 EHS 1.2D + 1.6W 300 deg A1 31 25.44 1.48 680.00 5/8 EHS A1a 31b 25.44 1.47 6 5/8 EHS A1b 31a 25.44 23.90 94 5/8 EHS A1 59 34.98 2.48 7160.00 3/4 EHS A1a 59b 34.98 2.48 7 3/4 EHS A1b 59a 34.98 31.09 89 3/4 EHS A2 T3 25.44 2.88 11219.67 5/8 EHS A2 T3b 25.44 2.97 12 5/8 EHS A2a T3a 25.44 2.88 11 5/8 EHS A2a T3b 25.44 2.97 12 5/8 EHS A2b T3 25.44 22.19 87 5/8 EHS A2b T3a 25.44 22.19 87 5/8 EHS A2 T4 25.44 3.06 12275.80 5/8 EHS A2 T4b 25.44 3.24 13 5/8 EHS A2a T4a 25.44 3.06 12 5/8 EHS A2a T4b 25.44 3.24 13 5/8 EHS A2b T4 25.44 20.40 80 5/8 EHS A2b T4a 25.44 20.40 80 5/8 EHS 1.2D + 1.6W 330 deg A1 31 25.44 0.37 180.00 5/8 EHS A1a 31b 25.44 12.88 51 5/8 EHS A1b 31a 25.44 26.15 103 5/8 EHS A1 59 34.98 0.82 2160.00 3/4 EHS A1a 59b 34.98 17.21 49 3/4 EHS A1b 59a 34.98 34.21 98 3/4 EHS A2 T3 25.44 1.11 4219.67 5/8 EHS A2 T3b 25.44 1.17 5 5/8 EHS A2a T3a 25.44 13.40 53 5/8 EHS A2a T3b 25.44 13.26 52 5/8 EHS A2b T3 25.44 23.95 94 5/8 EHS A2b T3a 25.44 24.09 95 5/8 EHS A2 T4 25.44 1.48 6275.80 5/8 EHS A2 T4b 25.44 1.55 6 5/8 EHS A2a T4a 25.44 10.65 42 5/8 EHS A2a T4b 25.44 11.22 44 5/8 EHS A2b T4 25.44 21.34 84 5/8 EHS A2b T4a 25.44 21.24 84 5/8 EHS Page 26 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 1.2D + 1.0Di + 1.0Wi Normal A1 31 25.44 5.59 2280.00 5/8 EHS A1a 31b 25.44 8.04 32 5/8 EHS A1b 31a 25.44 8.04 32 5/8 EHS A1 59 34.98 6.24 18160.00 3/4 EHS A1a 59b 34.98 9.15 26 3/4 EHS A1b 59a 34.98 9.15 26 3/4 EHS A2 T3 25.44 6.43 25219.67 5/8 EHS A2 T3b 25.44 6.43 25 5/8 EHS A2a T3a 25.44 8.69 34 5/8 EHS A2a T3b 25.44 8.78 35 5/8 EHS A2b T3 25.44 8.78 35 5/8 EHS A2b T3a 25.44 8.69 34 5/8 EHS A2 T4 25.44 5.69 22275.80 5/8 EHS A2 T4b 25.44 5.69 22 5/8 EHS A2a T4a 25.44 7.97 31 5/8 EHS A2a T4b 25.44 8.09 32 5/8 EHS A2b T4 25.44 8.09 32 5/8 EHS A2b T4a 25.44 7.97 31 5/8 EHS 1.2D + 1.0Di + 1.0Wi 60 deg A1 31 25.44 6.34 2580.00 5/8 EHS A1a 31b 25.44 8.69 34 5/8 EHS A1b 31a 25.44 6.34 25 5/8 EHS A1 59 34.98 7.10 20160.00 3/4 EHS A1a 59b 34.98 10.02 29 3/4 EHS A1b 59a 34.98 7.10 20 3/4 EHS A2 T3 25.44 7.17 28219.67 5/8 EHS A2 T3b 25.44 7.10 28 5/8 EHS A2a T3a 25.44 9.43 37 5/8 EHS A2a T3b 25.44 9.43 37 5/8 EHS A2b T3 25.44 7.17 28 5/8 EHS A2b T3a 25.44 7.10 28 5/8 EHS A2 T4 25.44 6.50 26275.80 5/8 EHS A2 T4b 25.44 6.38 25 5/8 EHS A2a T4a 25.44 8.75 34 5/8 EHS A2a T4b 25.44 8.75 34 5/8 EHS A2b T4 25.44 6.50 26 5/8 EHS A2b T4a 25.44 6.38 25 5/8 EHS 1.2D + 1.0Di + 1.0Wi 90 deg A1 31 25.44 7.19 2880.00 5/8 EHS A1a 31b 25.44 8.54 34 5/8 EHS A1b 31a 25.44 5.78 23 5/8 EHS A1 59 34.98 8.10 23160.00 3/4 EHS A1a 59b 34.98 9.81 28 3/4 EHS A1b 59a 34.98 6.46 18 3/4 EHS A2 T3 25.44 7.98 31219.67 5/8 EHS A2 T3b 25.44 7.87 31 5/8 EHS A2a T3a 25.44 9.28 36 5/8 EHS A2a T3b 25.44 9.24 36 5/8 EHS A2b T3 25.44 6.62 26 5/8 EHS A2b T3a 25.44 6.61 26 5/8 EHS A2 T4 25.44 7.31 29275.80 5/8 EHS A2 T4b 25.44 7.16 28 5/8 EHS A2a T4a 25.44 8.60 34 5/8 EHS A2a T4b 25.44 8.53 34 5/8 EHS A2b T4 25.44 5.91 23 5/8 EHS A2b T4a 25.44 5.86 23 5/8 EHS Page 27 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 1.2D + 1.0Di + 1.0Wi 120 deg A1 31 25.44 8.04 3280.00 5/8 EHS A1a 31b 25.44 8.04 32 5/8 EHS A1b 31a 25.44 5.59 22 5/8 EHS A1 59 34.98 9.15 26160.00 3/4 EHS A1a 59b 34.98 9.15 26 3/4 EHS A1b 59a 34.98 6.24 18 3/4 EHS A2 T3 25.44 8.78 35219.67 5/8 EHS A2 T3b 25.44 8.69 34 5/8 EHS A2a T3a 25.44 8.78 35 5/8 EHS A2a T3b 25.44 8.69 34 5/8 EHS A2b T3 25.44 6.43 25 5/8 EHS A2b T3a 25.44 6.43 25 5/8 EHS A2 T4 25.44 8.09 32275.80 5/8 EHS A2 T4b 25.44 7.97 31 5/8 EHS A2a T4a 25.44 8.09 32 5/8 EHS A2a T4b 25.44 7.97 31 5/8 EHS A2b T4 25.44 5.69 22 5/8 EHS A2b T4a 25.44 5.69 22 5/8 EHS 1.2D + 1.0Di + 1.0Wi 180 deg A1 31 25.44 8.69 3480.00 5/8 EHS A1a 31b 25.44 6.34 25 5/8 EHS A1b 31a 25.44 6.34 25 5/8 EHS A1 59 34.98 10.02 29160.00 3/4 EHS A1a 59b 34.98 7.10 20 3/4 EHS A1b 59a 34.98 7.10 20 3/4 EHS A2 T3 25.44 9.43 37219.67 5/8 EHS A2 T3b 25.44 9.43 37 5/8 EHS A2a T3a 25.44 7.17 28 5/8 EHS A2a T3b 25.44 7.10 28 5/8 EHS A2b T3 25.44 7.10 28 5/8 EHS A2b T3a 25.44 7.17 28 5/8 EHS A2 T4 25.44 8.75 34275.80 5/8 EHS A2 T4b 25.44 8.75 34 5/8 EHS A2a T4a 25.44 6.50 26 5/8 EHS A2a T4b 25.44 6.38 25 5/8 EHS A2b T4 25.44 6.38 25 5/8 EHS A2b T4a 25.44 6.50 26 5/8 EHS 1.2D + 1.0Di + 1.0Wi 210 deg A1 31 25.44 8.54 3480.00 5/8 EHS A1a 31b 25.44 5.78 23 5/8 EHS A1b 31a 25.44 7.19 28 5/8 EHS A1 59 34.98 9.81 28160.00 3/4 EHS A1a 59b 34.98 6.46 18 3/4 EHS A1b 59a 34.98 8.10 23 3/4 EHS A2 T3 25.44 9.24 36219.67 5/8 EHS A2 T3b 25.44 9.28 36 5/8 EHS A2a T3a 25.44 6.62 26 5/8 EHS A2a T3b 25.44 6.61 26 5/8 EHS A2b T3 25.44 7.87 31 5/8 EHS A2b T3a 25.44 7.98 31 5/8 EHS A2 T4 25.44 8.53 34275.80 5/8 EHS A2 T4b 25.44 8.60 34 5/8 EHS A2a T4a 25.44 5.91 23 5/8 EHS A2a T4b 25.44 5.86 23 5/8 EHS A2b T4 25.44 7.16 28 5/8 EHS A2b T4a 25.44 7.31 29 5/8 EHS Page 28 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 1.2D + 1.0Di + 1.0Wi 240 deg A1 31 25.44 8.04 3280.00 5/8 EHS A1a 31b 25.44 5.59 22 5/8 EHS A1b 31a 25.44 8.04 32 5/8 EHS A1 59 34.98 9.15 26160.00 3/4 EHS A1a 59b 34.98 6.24 18 3/4 EHS A1b 59a 34.98 9.15 26 3/4 EHS A2 T3 25.44 8.69 34219.67 5/8 EHS A2 T3b 25.44 8.78 35 5/8 EHS A2a T3a 25.44 6.43 25 5/8 EHS A2a T3b 25.44 6.43 25 5/8 EHS A2b T3 25.44 8.69 34 5/8 EHS A2b T3a 25.44 8.78 35 5/8 EHS A2 T4 25.44 7.97 31275.80 5/8 EHS A2 T4b 25.44 8.09 32 5/8 EHS A2a T4a 25.44 5.69 22 5/8 EHS A2a T4b 25.44 5.69 22 5/8 EHS A2b T4 25.44 7.97 31 5/8 EHS A2b T4a 25.44 8.09 32 5/8 EHS 1.2D + 1.0Di + 1.0Wi 300 deg A1 31 25.44 6.34 2580.00 5/8 EHS A1a 31b 25.44 6.34 25 5/8 EHS A1b 31a 25.44 8.69 34 5/8 EHS A1 59 34.98 7.10 20160.00 3/4 EHS A1a 59b 34.98 7.10 20 3/4 EHS A1b 59a 34.98 10.02 29 3/4 EHS A2 T3 25.44 7.10 28219.67 5/8 EHS A2 T3b 25.44 7.17 28 5/8 EHS A2a T3a 25.44 7.10 28 5/8 EHS A2a T3b 25.44 7.17 28 5/8 EHS A2b T3 25.44 9.43 37 5/8 EHS A2b T3a 25.44 9.43 37 5/8 EHS A2 T4 25.44 6.38 25275.80 5/8 EHS A2 T4b 25.44 6.50 26 5/8 EHS A2a T4a 25.44 6.38 25 5/8 EHS A2a T4b 25.44 6.50 26 5/8 EHS A2b T4 25.44 8.75 34 5/8 EHS A2b T4a 25.44 8.75 34 5/8 EHS 1.2D + 1.0Di + 1.0Wi 330 deg A1 31 25.44 5.78 2380.00 5/8 EHS A1a 31b 25.44 7.19 28 5/8 EHS A1b 31a 25.44 8.54 34 5/8 EHS A1 59 34.98 6.46 18160.00 3/4 EHS A1a 59b 34.98 8.10 23 3/4 EHS A1b 59a 34.98 9.81 28 3/4 EHS A2 T3 25.44 6.61 26219.67 5/8 EHS A2 T3b 25.44 6.62 26 5/8 EHS A2a T3a 25.44 7.87 31 5/8 EHS A2a T3b 25.44 7.98 31 5/8 EHS A2b T3 25.44 9.28 36 5/8 EHS A2b T3a 25.44 9.24 36 5/8 EHS A2 T4 25.44 5.86 23275.80 5/8 EHS A2 T4b 25.44 5.91 23 5/8 EHS A2a T4a 25.44 7.16 28 5/8 EHS A2a T4b 25.44 7.31 29 5/8 EHS A2b T4 25.44 8.60 34 5/8 EHS A2b T4a 25.44 8.53 34 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M1 A1 31 25.44 3.71 1580.00 5/8 EHS A1a 31b 25.44 3.96 16 5/8 EHS Page 29 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A1b 31a 25.44 3.96 16 5/8 EHS A1 59 34.98 3.79 11160.00 3/4 EHS A1a 59b 34.98 4.41 13 3/4 EHS A1b 59a 34.98 4.41 13 3/4 EHS A2 T3 25.44 3.66 14219.67 5/8 EHS A2 T3b 25.44 3.66 14 5/8 EHS A2a T3a 25.44 4.50 18 5/8 EHS A2a T3b 25.44 4.44 17 5/8 EHS A2b T3 25.44 4.44 17 5/8 EHS A2b T3a 25.44 4.50 18 5/8 EHS A2 T4 25.44 2.32 9275.80 5/8 EHS A2 T4b 25.44 2.32 9 5/8 EHS A2a T4a 25.44 3.25 13 5/8 EHS A2a T4b 25.44 3.25 13 5/8 EHS A2b T4 25.44 3.25 13 5/8 EHS A2b T4a 25.44 3.25 13 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M2 A1 31 25.44 3.81 1580.00 5/8 EHS A1a 31b 25.44 3.91 15 5/8 EHS A1b 31a 25.44 3.91 15 5/8 EHS A1 59 34.98 4.05 12160.00 3/4 EHS A1a 59b 34.98 4.26 12 3/4 EHS A1b 59a 34.98 4.26 12 3/4 EHS A2 T3 25.44 3.74 15219.67 5/8 EHS A2 T3b 25.44 3.74 15 5/8 EHS A2a T3a 25.44 4.47 18 5/8 EHS A2a T3b 25.44 4.37 17 5/8 EHS A2b T3 25.44 4.37 17 5/8 EHS A2b T3a 25.44 4.47 18 5/8 EHS A2 T4 25.44 2.20 9275.80 5/8 EHS A2 T4b 25.44 2.20 9 5/8 EHS A2a T4a 25.44 3.37 13 5/8 EHS A2a T4b 25.44 3.32 13 5/8 EHS A2b T4 25.44 3.32 13 5/8 EHS A2b T4a 25.44 3.37 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M1 A1 31 25.44 3.79 1580.00 5/8 EHS A1a 31b 25.44 4.04 16 5/8 EHS A1b 31a 25.44 3.79 15 5/8 EHS A1 59 34.98 3.99 11160.00 3/4 EHS A1a 59b 34.98 4.62 13 3/4 EHS A1b 59a 34.98 3.99 11 3/4 EHS A2 T3 25.44 3.92 15219.67 5/8 EHS A2 T3b 25.44 3.96 16 5/8 EHS A2a T3a 25.44 4.72 19 5/8 EHS A2a T3b 25.44 4.72 19 5/8 EHS A2b T3 25.44 3.92 15 5/8 EHS A2b T3a 25.44 3.96 16 5/8 EHS A2 T4 25.44 2.62 10275.80 5/8 EHS A2 T4b 25.44 2.62 10 5/8 EHS A2a T4a 25.44 3.56 14 5/8 EHS A2a T4b 25.44 3.56 14 5/8 EHS A2b T4 25.44 2.62 10 5/8 EHS A2b T4a 25.44 2.62 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M2 A1 31 25.44 3.84 1580.00 5/8 EHS A1a 31b 25.44 3.95 16 5/8 EHS A1b 31a 25.44 3.84 15 5/8 EHS A1 59 34.98 4.12 12160.00 3/4 EHS Page 30 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A1a 59b 34.98 4.34 12 3/4 EHS A1b 59a 34.98 4.12 12 3/4 EHS A2 T3 25.44 3.94 16219.67 5/8 EHS A2 T3b 25.44 4.03 16 5/8 EHS A2a T3a 25.44 4.62 18 5/8 EHS A2a T3b 25.44 4.62 18 5/8 EHS A2b T3 25.44 3.94 16 5/8 EHS A2b T3a 25.44 4.03 16 5/8 EHS A2 T4 25.44 2.54 10275.80 5/8 EHS A2 T4b 25.44 2.57 10 5/8 EHS A2a T4a 25.44 3.73 15 5/8 EHS A2a T4b 25.44 3.73 15 5/8 EHS A2b T4 25.44 2.54 10 5/8 EHS A2b T4a 25.44 2.57 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M1 A1 31 25.44 3.87 1580.00 5/8 EHS A1a 31b 25.44 4.02 16 5/8 EHS A1b 31a 25.44 3.73 15 5/8 EHS A1 59 34.98 4.20 12160.00 3/4 EHS A1a 59b 34.98 4.56 13 3/4 EHS A1b 59a 34.98 3.84 11 3/4 EHS A2 T3 25.44 4.18 16219.67 5/8 EHS A2 T3b 25.44 4.23 17 5/8 EHS A2a T3a 25.44 4.64 18 5/8 EHS A2a T3b 25.44 4.67 18 5/8 EHS A2b T3 25.44 3.72 15 5/8 EHS A2b T3a 25.44 3.75 15 5/8 EHS A2 T4 25.44 2.93 12275.80 5/8 EHS A2 T4b 25.44 2.93 12 5/8 EHS A2a T4a 25.44 3.48 14 5/8 EHS A2a T4b 25.44 3.48 14 5/8 EHS A2b T4 25.44 2.41 9 5/8 EHS A2b T4a 25.44 2.40 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M2 A1 31 25.44 3.87 1580.00 5/8 EHS A1a 31b 25.44 3.94 15 5/8 EHS A1b 31a 25.44 3.82 15 5/8 EHS A1 59 34.98 4.19 12160.00 3/4 EHS A1a 59b 34.98 4.32 12 3/4 EHS A1b 59a 34.98 4.06 12 3/4 EHS A2 T3 25.44 4.16 16219.67 5/8 EHS A2 T3b 25.44 4.26 17 5/8 EHS A2a T3a 25.44 4.54 18 5/8 EHS A2a T3b 25.44 4.60 18 5/8 EHS A2b T3 25.44 3.79 15 5/8 EHS A2b T3a 25.44 3.83 15 5/8 EHS A2 T4 25.44 2.92 11275.80 5/8 EHS A2 T4b 25.44 2.96 12 5/8 EHS A2a T4a 25.44 3.61 14 5/8 EHS A2a T4b 25.44 3.65 14 5/8 EHS A2b T4 25.44 2.28 9 5/8 EHS A2b T4a 25.44 2.30 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 120 deg M1 A1 31 25.44 3.96 1680.00 5/8 EHS A1a 31b 25.44 3.96 16 5/8 EHS A1b 31a 25.44 3.71 15 5/8 EHS A1 59 34.98 4.41 13160.00 3/4 EHS A1a 59b 34.98 4.41 13 3/4 EHS A1b 59a 34.98 3.79 11 3/4 EHS Page 31 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2 T3 25.44 4.44 17219.67 5/8 EHS A2 T3b 25.44 4.50 18 5/8 EHS A2a T3a 25.44 4.44 17 5/8 EHS A2a T3b 25.44 4.50 18 5/8 EHS A2b T3 25.44 3.66 14 5/8 EHS A2b T3a 25.44 3.66 14 5/8 EHS A2 T4 25.44 3.25 13275.80 5/8 EHS A2 T4b 25.44 3.25 13 5/8 EHS A2a T4a 25.44 3.25 13 5/8 EHS A2a T4b 25.44 3.25 13 5/8 EHS A2b T4 25.44 2.32 9 5/8 EHS A2b T4a 25.44 2.32 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 120 deg M2 A1 31 25.44 3.91 1580.00 5/8 EHS A1a 31b 25.44 3.91 15 5/8 EHS A1b 31a 25.44 3.81 15 5/8 EHS A1 59 34.98 4.26 12160.00 3/4 EHS A1a 59b 34.98 4.26 12 3/4 EHS A1b 59a 34.98 4.05 12 3/4 EHS A2 T3 25.44 4.37 17219.67 5/8 EHS A2 T3b 25.44 4.47 18 5/8 EHS A2a T3a 25.44 4.37 17 5/8 EHS A2a T3b 25.44 4.47 18 5/8 EHS A2b T3 25.44 3.74 15 5/8 EHS A2b T3a 25.44 3.74 15 5/8 EHS A2 T4 25.44 3.32 13275.80 5/8 EHS A2 T4b 25.44 3.37 13 5/8 EHS A2a T4a 25.44 3.32 13 5/8 EHS A2a T4b 25.44 3.37 13 5/8 EHS A2b T4 25.44 2.20 9 5/8 EHS A2b T4a 25.44 2.20 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 180 deg M1 A1 31 25.44 4.04 1680.00 5/8 EHS A1a 31b 25.44 3.79 15 5/8 EHS A1b 31a 25.44 3.79 15 5/8 EHS A1 59 34.98 4.62 13160.00 3/4 EHS A1a 59b 34.98 3.99 11 3/4 EHS A1b 59a 34.98 3.99 11 3/4 EHS A2 T3 25.44 4.72 19219.67 5/8 EHS A2 T3b 25.44 4.72 19 5/8 EHS A2a T3a 25.44 3.91 15 5/8 EHS A2a T3b 25.44 3.96 16 5/8 EHS A2b T3 25.44 3.96 16 5/8 EHS A2b T3a 25.44 3.91 15 5/8 EHS A2 T4 25.44 3.57 14275.80 5/8 EHS A2 T4b 25.44 3.57 14 5/8 EHS A2a T4a 25.44 2.62 10 5/8 EHS A2a T4b 25.44 2.62 10 5/8 EHS A2b T4 25.44 2.62 10 5/8 EHS A2b T4a 25.44 2.62 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 180 deg M2 A1 31 25.44 3.95 1680.00 5/8 EHS A1a 31b 25.44 3.84 15 5/8 EHS A1b 31a 25.44 3.84 15 5/8 EHS A1 59 34.98 4.34 12160.00 3/4 EHS A1a 59b 34.98 4.12 12 3/4 EHS A1b 59a 34.98 4.12 12 3/4 EHS A2 T3 25.44 4.62 18219.67 5/8 EHS A2 T3b 25.44 4.62 18 5/8 EHS Page 32 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2a T3a 25.44 3.94 15 5/8 EHS A2a T3b 25.44 4.03 16 5/8 EHS A2b T3 25.44 4.03 16 5/8 EHS A2b T3a 25.44 3.94 15 5/8 EHS A2 T4 25.44 3.73 15275.80 5/8 EHS A2 T4b 25.44 3.73 15 5/8 EHS A2a T4a 25.44 2.54 10 5/8 EHS A2a T4b 25.44 2.57 10 5/8 EHS A2b T4 25.44 2.57 10 5/8 EHS A2b T4a 25.44 2.54 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 210 deg M1 A1 31 25.44 4.02 1680.00 5/8 EHS A1a 31b 25.44 3.73 15 5/8 EHS A1b 31a 25.44 3.87 15 5/8 EHS A1 59 34.98 4.56 13160.00 3/4 EHS A1a 59b 34.98 3.84 11 3/4 EHS A1b 59a 34.98 4.20 12 3/4 EHS A2 T3 25.44 4.67 18219.67 5/8 EHS A2 T3b 25.44 4.64 18 5/8 EHS A2a T3a 25.44 3.72 15 5/8 EHS A2a T3b 25.44 3.75 15 5/8 EHS A2b T3 25.44 4.23 17 5/8 EHS A2b T3a 25.44 4.18 16 5/8 EHS A2 T4 25.44 3.48 14275.80 5/8 EHS A2 T4b 25.44 3.48 14 5/8 EHS A2a T4a 25.44 2.41 9 5/8 EHS A2a T4b 25.44 2.40 9 5/8 EHS A2b T4 25.44 2.93 12 5/8 EHS A2b T4a 25.44 2.93 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 210 deg M2 A1 31 25.44 3.94 1580.00 5/8 EHS A1a 31b 25.44 3.82 15 5/8 EHS A1b 31a 25.44 3.87 15 5/8 EHS A1 59 34.98 4.32 12160.00 3/4 EHS A1a 59b 34.98 4.06 12 3/4 EHS A1b 59a 34.98 4.19 12 3/4 EHS A2 T3 25.44 4.60 18219.67 5/8 EHS A2 T3b 25.44 4.54 18 5/8 EHS A2a T3a 25.44 3.79 15 5/8 EHS A2a T3b 25.44 3.83 15 5/8 EHS A2b T3 25.44 4.26 17 5/8 EHS A2b T3a 25.44 4.16 16 5/8 EHS A2 T4 25.44 3.65 14275.80 5/8 EHS A2 T4b 25.44 3.61 14 5/8 EHS A2a T4a 25.44 2.28 9 5/8 EHS A2a T4b 25.44 2.30 9 5/8 EHS A2b T4 25.44 2.96 12 5/8 EHS A2b T4a 25.44 2.92 11 5/8 EHS (1.2 + 0.2Sds) * DL + E 240 deg M1 A1 31 25.44 3.96 1680.00 5/8 EHS A1a 31b 25.44 3.71 15 5/8 EHS A1b 31a 25.44 3.96 16 5/8 EHS A1 59 34.98 4.41 13160.00 3/4 EHS A1a 59b 34.98 3.79 11 3/4 EHS A1b 59a 34.98 4.41 13 3/4 EHS A2 T3 25.44 4.50 18219.67 5/8 EHS A2 T3b 25.44 4.44 17 5/8 EHS A2a T3a 25.44 3.66 14 5/8 EHS A2a T3b 25.44 3.66 14 5/8 EHS Page 33 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2b T3 25.44 4.50 18 5/8 EHS A2b T3a 25.44 4.44 17 5/8 EHS A2 T4 25.44 3.25 13275.80 5/8 EHS A2 T4b 25.44 3.25 13 5/8 EHS A2a T4a 25.44 2.32 9 5/8 EHS A2a T4b 25.44 2.32 9 5/8 EHS A2b T4 25.44 3.25 13 5/8 EHS A2b T4a 25.44 3.25 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 240 deg M2 A1 31 25.44 3.91 1580.00 5/8 EHS A1a 31b 25.44 3.81 15 5/8 EHS A1b 31a 25.44 3.91 15 5/8 EHS A1 59 34.98 4.26 12160.00 3/4 EHS A1a 59b 34.98 4.05 12 3/4 EHS A1b 59a 34.98 4.26 12 3/4 EHS A2 T3 25.44 4.47 18219.67 5/8 EHS A2 T3b 25.44 4.37 17 5/8 EHS A2a T3a 25.44 3.74 15 5/8 EHS A2a T3b 25.44 3.74 15 5/8 EHS A2b T3 25.44 4.47 18 5/8 EHS A2b T3a 25.44 4.37 17 5/8 EHS A2 T4 25.44 3.37 13275.80 5/8 EHS A2 T4b 25.44 3.32 13 5/8 EHS A2a T4a 25.44 2.20 9 5/8 EHS A2a T4b 25.44 2.20 9 5/8 EHS A2b T4 25.44 3.37 13 5/8 EHS A2b T4a 25.44 3.32 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 300 deg M1 A1 31 25.44 3.79 1580.00 5/8 EHS A1a 31b 25.44 3.79 15 5/8 EHS A1b 31a 25.44 4.04 16 5/8 EHS A1 59 34.98 3.99 11160.00 3/4 EHS A1a 59b 34.98 3.99 11 3/4 EHS A1b 59a 34.98 4.62 13 3/4 EHS A2 T3 25.44 3.96 16219.67 5/8 EHS A2 T3b 25.44 3.92 15 5/8 EHS A2a T3a 25.44 3.96 16 5/8 EHS A2a T3b 25.44 3.92 15 5/8 EHS A2b T3 25.44 4.72 19 5/8 EHS A2b T3a 25.44 4.72 19 5/8 EHS A2 T4 25.44 2.62 10275.80 5/8 EHS A2 T4b 25.44 2.62 10 5/8 EHS A2a T4a 25.44 2.62 10 5/8 EHS A2a T4b 25.44 2.62 10 5/8 EHS A2b T4 25.44 3.56 14 5/8 EHS A2b T4a 25.44 3.56 14 5/8 EHS (1.2 + 0.2Sds) * DL + E 300 deg M2 A1 31 25.44 3.84 1580.00 5/8 EHS A1a 31b 25.44 3.84 15 5/8 EHS A1b 31a 25.44 3.95 16 5/8 EHS A1 59 34.98 4.12 12160.00 3/4 EHS A1a 59b 34.98 4.12 12 3/4 EHS A1b 59a 34.98 4.34 12 3/4 EHS A2 T3 25.44 4.03 16219.67 5/8 EHS A2 T3b 25.44 3.94 16 5/8 EHS A2a T3a 25.44 4.03 16 5/8 EHS A2a T3b 25.44 3.94 16 5/8 EHS A2b T3 25.44 4.62 18 5/8 EHS A2b T3a 25.44 4.62 18 5/8 EHS Page 34 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2 T4 25.44 2.57 10275.80 5/8 EHS A2 T4b 25.44 2.54 10 5/8 EHS A2a T4a 25.44 2.57 10 5/8 EHS A2a T4b 25.44 2.54 10 5/8 EHS A2b T4 25.44 3.73 15 5/8 EHS A2b T4a 25.44 3.73 15 5/8 EHS (1.2 + 0.2Sds) * DL + E 330 deg M1 A1 31 25.44 3.73 1580.00 5/8 EHS A1a 31b 25.44 3.87 15 5/8 EHS A1b 31a 25.44 4.02 16 5/8 EHS A1 59 34.98 3.84 11160.00 3/4 EHS A1a 59b 34.98 4.20 12 3/4 EHS A1b 59a 34.98 4.56 13 3/4 EHS A2 T3 25.44 3.75 15219.67 5/8 EHS A2 T3b 25.44 3.72 15 5/8 EHS A2a T3a 25.44 4.23 17 5/8 EHS A2a T3b 25.44 4.18 16 5/8 EHS A2b T3 25.44 4.64 18 5/8 EHS A2b T3a 25.44 4.67 18 5/8 EHS A2 T4 25.44 2.40 9275.80 5/8 EHS A2 T4b 25.44 2.41 9 5/8 EHS A2a T4a 25.44 2.93 12 5/8 EHS A2a T4b 25.44 2.93 12 5/8 EHS A2b T4 25.44 3.48 14 5/8 EHS A2b T4a 25.44 3.48 14 5/8 EHS (1.2 + 0.2Sds) * DL + E 330 deg M2 A1 31 25.44 3.82 1580.00 5/8 EHS A1a 31b 25.44 3.87 15 5/8 EHS A1b 31a 25.44 3.94 15 5/8 EHS A1 59 34.98 4.06 12160.00 3/4 EHS A1a 59b 34.98 4.19 12 3/4 EHS A1b 59a 34.98 4.32 12 3/4 EHS A2 T3 25.44 3.83 15219.67 5/8 EHS A2 T3b 25.44 3.79 15 5/8 EHS A2a T3a 25.44 4.26 17 5/8 EHS A2a T3b 25.44 4.16 16 5/8 EHS A2b T3 25.44 4.54 18 5/8 EHS A2b T3a 25.44 4.60 18 5/8 EHS A2 T4 25.44 2.30 9275.80 5/8 EHS A2 T4b 25.44 2.28 9 5/8 EHS A2a T4a 25.44 2.96 12 5/8 EHS A2a T4b 25.44 2.92 11 5/8 EHS A2b T4 25.44 3.61 14 5/8 EHS A2b T4a 25.44 3.65 14 5/8 EHS 1.0D + 1.0W Service Normal A1 31 25.44 0.96 480.00 5/8 EHS A1a 31b 25.44 6.85 27 5/8 EHS A1b 31a 25.44 6.85 27 5/8 EHS A1 59 34.98 1.00 3160.00 3/4 EHS A1a 59b 34.98 7.69 22 3/4 EHS A1b 59a 34.98 7.69 22 3/4 EHS A2 T3 25.44 0.95 4219.67 5/8 EHS A2 T3b 25.44 0.95 4 5/8 EHS A2a T3a 25.44 6.01 24 5/8 EHS A2a T3b 25.44 6.23 24 5/8 EHS A2b T3 25.44 6.23 24 5/8 EHS A2b T3a 25.44 6.01 24 5/8 EHS A2 T4 25.44 0.24 1275.80 5/8 EHS A2 T4b 25.44 0.24 1 5/8 EHS Page 35 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2a T4a 25.44 4.52 18 5/8 EHS A2a T4b 25.44 4.83 19 5/8 EHS A2b T4 25.44 4.83 19 5/8 EHS A2b T4a 25.44 4.52 18 5/8 EHS 1.0D + 1.0W Service 60 deg A1 31 25.44 2.29 980.00 5/8 EHS A1a 31b 25.44 7.95 31 5/8 EHS A1b 31a 25.44 2.29 9 5/8 EHS A1 59 34.98 2.54 7160.00 3/4 EHS A1a 59b 34.98 9.54 27 3/4 EHS A1b 59a 34.98 2.54 7 3/4 EHS A2 T3 25.44 2.93 11219.67 5/8 EHS A2 T3b 25.44 2.85 11 5/8 EHS A2a T3a 25.44 7.76 31 5/8 EHS A2a T3b 25.44 7.76 31 5/8 EHS A2b T3 25.44 2.93 11 5/8 EHS A2b T3a 25.44 2.85 11 5/8 EHS A2 T4 25.44 2.23 9275.80 5/8 EHS A2 T4b 25.44 2.06 8 5/8 EHS A2a T4a 25.44 6.42 25 5/8 EHS A2a T4b 25.44 6.42 25 5/8 EHS A2b T4 25.44 2.23 9 5/8 EHS A2b T4a 25.44 2.06 8 5/8 EHS 1.0D + 1.0W Service 90 deg A1 31 25.44 4.52 1880.00 5/8 EHS A1a 31b 25.44 7.78 31 5/8 EHS A1b 31a 25.44 1.19 5 5/8 EHS A1 59 34.98 4.96 14160.00 3/4 EHS A1a 59b 34.98 9.14 26 3/4 EHS A1b 59a 34.98 1.30 4 3/4 EHS A2 T3 25.44 4.66 18219.67 5/8 EHS A2 T3b 25.44 4.51 18 5/8 EHS A2a T3a 25.44 7.39 29 5/8 EHS A2a T3b 25.44 7.34 29 5/8 EHS A2b T3 25.44 1.54 6 5/8 EHS A2b T3a 25.44 1.48 6 5/8 EHS A2 T4 25.44 3.60 14275.80 5/8 EHS A2 T4b 25.44 3.35 13 5/8 EHS A2a T4a 25.44 6.05 24 5/8 EHS A2a T4b 25.44 5.92 23 5/8 EHS A2b T4 25.44 1.12 4 5/8 EHS A2b T4a 25.44 1.02 4 5/8 EHS 1.0D + 1.0W Service 120 deg A1 31 25.44 6.85 2780.00 5/8 EHS A1a 31b 25.44 6.85 27 5/8 EHS A1b 31a 25.44 0.96 4 5/8 EHS A1 59 34.98 7.69 22160.00 3/4 EHS A1a 59b 34.98 7.70 22 3/4 EHS A1b 59a 34.98 1.00 3 3/4 EHS A2 T3 25.44 6.23 24219.67 5/8 EHS A2 T3b 25.44 6.01 24 5/8 EHS A2a T3a 25.44 6.23 24 5/8 EHS A2a T3b 25.44 6.01 24 5/8 EHS A2b T3 25.44 0.95 4 5/8 EHS A2b T3a 25.44 0.95 4 5/8 EHS A2 T4 25.44 4.83 19275.80 5/8 EHS A2 T4b 25.44 4.52 18 5/8 EHS A2a T4a 25.44 4.83 19 5/8 EHS A2a T4b 25.44 4.51 18 5/8 EHS Page 36 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 A2b T4 25.44 0.24 1 5/8 EHS A2b T4a 25.44 0.24 1 5/8 EHS 1.0D + 1.0W Service 180 deg A1 31 25.44 7.95 3180.00 5/8 EHS A1a 31b 25.44 2.29 9 5/8 EHS A1b 31a 25.44 2.29 9 5/8 EHS A1 59 34.98 9.54 27160.00 3/4 EHS A1a 59b 34.98 2.54 7 3/4 EHS A1b 59a 34.98 2.54 7 3/4 EHS A2 T3 25.44 7.76 31219.67 5/8 EHS A2 T3b 25.44 7.76 31 5/8 EHS A2a T3a 25.44 2.92 11 5/8 EHS A2a T3b 25.44 2.85 11 5/8 EHS A2b T3 25.44 2.85 11 5/8 EHS A2b T3a 25.44 2.92 11 5/8 EHS A2 T4 25.44 6.42 25275.80 5/8 EHS A2 T4b 25.44 6.42 25 5/8 EHS A2a T4a 25.44 2.23 9 5/8 EHS A2a T4b 25.44 2.06 8 5/8 EHS A2b T4 25.44 2.06 8 5/8 EHS A2b T4a 25.44 2.23 9 5/8 EHS 1.0D + 1.0W Service 210 deg A1 31 25.44 7.78 3180.00 5/8 EHS A1a 31b 25.44 1.19 5 5/8 EHS A1b 31a 25.44 4.52 18 5/8 EHS A1 59 34.98 9.14 26160.00 3/4 EHS A1a 59b 34.98 1.30 4 3/4 EHS A1b 59a 34.98 4.96 14 3/4 EHS A2 T3 25.44 7.34 29219.67 5/8 EHS A2 T3b 25.44 7.38 29 5/8 EHS A2a T3a 25.44 1.54 6 5/8 EHS A2a T3b 25.44 1.48 6 5/8 EHS A2b T3 25.44 4.51 18 5/8 EHS A2b T3a 25.44 4.66 18 5/8 EHS A2 T4 25.44 5.92 23275.80 5/8 EHS A2 T4b 25.44 6.05 24 5/8 EHS A2a T4a 25.44 1.12 4 5/8 EHS A2a T4b 25.44 1.02 4 5/8 EHS A2b T4 25.44 3.35 13 5/8 EHS A2b T4a 25.44 3.60 14 5/8 EHS 1.0D + 1.0W Service 240 deg A1 31 25.44 6.85 2780.00 5/8 EHS A1a 31b 25.44 0.96 4 5/8 EHS A1b 31a 25.44 6.85 27 5/8 EHS A1 59 34.98 7.69 22160.00 3/4 EHS A1a 59b 34.98 1.00 3 3/4 EHS A1b 59a 34.98 7.70 22 3/4 EHS A2 T3 25.44 6.01 24219.67 5/8 EHS A2 T3b 25.44 6.23 24 5/8 EHS A2a T3a 25.44 0.95 4 5/8 EHS A2a T3b 25.44 0.95 4 5/8 EHS A2b T3 25.44 6.01 24 5/8 EHS A2b T3a 25.44 6.23 24 5/8 EHS A2 T4 25.44 4.52 18275.80 5/8 EHS A2 T4b 25.44 4.83 19 5/8 EHS A2a T4a 25.44 0.24 1 5/8 EHS A2a T4b 25.44 0.24 1 5/8 EHS A2b T4 25.44 4.51 18 5/8 EHS A2b T4a 25.44 4.83 19 5/8 EHS Page 37 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 1.0D + 1.0W Service 300 deg A1 31 25.44 2.29 980.00 5/8 EHS A1a 31b 25.44 2.29 9 5/8 EHS A1b 31a 25.44 7.95 31 5/8 EHS A1 59 34.98 2.54 7160.00 3/4 EHS A1a 59b 34.98 2.54 7 3/4 EHS A1b 59a 34.98 9.54 27 3/4 EHS A2 T3 25.44 2.85 11219.67 5/8 EHS A2 T3b 25.44 2.93 11 5/8 EHS A2a T3a 25.44 2.85 11 5/8 EHS A2a T3b 25.44 2.93 11 5/8 EHS A2b T3 25.44 7.76 31 5/8 EHS A2b T3a 25.44 7.76 31 5/8 EHS A2 T4 25.44 2.06 8275.80 5/8 EHS A2 T4b 25.44 2.23 9 5/8 EHS A2a T4a 25.44 2.06 8 5/8 EHS A2a T4b 25.44 2.23 9 5/8 EHS A2b T4 25.44 6.42 25 5/8 EHS A2b T4a 25.44 6.42 25 5/8 EHS 1.0D + 1.0W Service 330 deg A1 31 25.44 1.19 580.00 5/8 EHS A1a 31b 25.44 4.51 18 5/8 EHS A1b 31a 25.44 7.78 31 5/8 EHS A1 59 34.98 1.30 4160.00 3/4 EHS A1a 59b 34.98 4.96 14 3/4 EHS A1b 59a 34.98 9.14 26 3/4 EHS A2 T3 25.44 1.48 6219.67 5/8 EHS A2 T3b 25.44 1.54 6 5/8 EHS A2a T3a 25.44 4.51 18 5/8 EHS A2a T3b 25.44 4.66 18 5/8 EHS A2b T3 25.44 7.38 29 5/8 EHS A2b T3a 25.44 7.34 29 5/8 EHS A2 T4 25.44 1.01 4275.80 5/8 EHS A2 T4b 25.44 1.12 4 5/8 EHS A2a T4a 25.44 3.35 13 5/8 EHS A2a T4b 25.44 3.60 14 5/8 EHS A2b T4 25.44 6.05 24 5/8 EHS A2b T4a 25.44 5.92 23 5/8 EHS Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W 90 deg A1a 31b 25.44 26.15 10380.00 5/8 EHS 1.2D + 1.6W 90 deg A1a 59b 34.98 34.21 98160.00 3/4 EHS 1.2D + 1.6W 90 deg A2a T3b 25.44 24.09 95219.66 5/8 EHS Page 38 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 1.2D + 1.6W 90 deg A2a T4a 25.44 21.34 84275.80 5/8 EHS Page 39 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 95 mph Normal to Face with No Ice 2.791 1.2447219.67 0.0019 1.2447 95 mph Normal to Face with No Ice 2.946 1.1135228.07 0.0040 1.1135 95 mph Normal to Face with No Ice 3.183 1.3569240.00 0.0074 1.3569 95 mph Normal to Face with No Ice 3.424 1.1538251.93 0.0088 1.1538 95 mph Normal to Face with No Ice 3.593 1.1281260.33 0.0099 1.1281 95 mph Normal to Face with No Ice 3.906 2.1912275.80 0.0093 2.1912 95 mph Normal to Face with No Ice 4.094 1.2621284.20 0.0038 1.2621 95 mph Normal to Face with No Ice 4.455 1.4311300.00 0.0055 1.4311 95 mph 60 degree with No Ice 1.400 0.7992219.67 0.0055 0.7992 95 mph 60 degree with No Ice 1.490 0.6562228.07 0.0062 0.6562 95 mph 60 degree with No Ice 1.629 0.8372240.00 0.0076 0.8372 95 mph 60 degree with No Ice 1.767 0.6462251.93 0.0091 0.6462 95 mph 60 degree with No Ice 1.860 0.5989260.33 0.0100 0.5990 95 mph 60 degree with No Ice 2.030 1.1549275.80 0.0017 1.1549 95 mph 60 degree with No Ice 2.140 0.7261284.20 0.0053 0.7261 95 mph 60 degree with No Ice 2.354 0.9007300.00 0.0052 0.9007 95 mph 90 degree with No Ice 2.375 1.1012219.67 -0.0346 1.1017 95 mph 90 degree with No Ice 2.508 0.9586228.07 -0.0359 0.9592 95 mph 90 degree with No Ice 2.711 1.1557240.00 -0.0382 1.1568 95 mph 90 degree with No Ice 2.918 0.9848251.93 -0.0398 0.9862 95 mph 90 degree with No Ice 3.061 0.9546260.33 -0.0408 0.9564 95 mph 90 degree with No Ice 3.327 1.9065275.80 -0.0615 1.9074 95 mph 90 degree with No Ice 3.488 1.0810284.20 -0.0533 1.0828 95 mph 90 degree with No Ice 3.799 1.2353300.00 -0.0533 1.2369 95 mph 120 degree with No Ice 2.791 1.2446219.67 -0.0018 1.2446 95 mph 120 degree with No Ice 2.946 1.1132228.07 0.0001 1.1133 95 mph 120 degree with No Ice 3.183 1.3500240.00 0.0033 1.3500 95 mph 120 degree with No Ice 3.424 1.1535251.93 0.0059 1.1535 95 mph 120 degree with No Ice 3.593 1.1278260.33 0.0080 1.1278 95 mph 120 degree with No Ice 3.905 2.1908275.80 -0.0094 2.1908 95 mph 120 degree with No Ice 4.094 1.2617284.20 0.0037 1.2617 95 mph 120 degree with No Ice 4.455 1.4308300.00 0.0054 1.4308 95 mph 180 degree with No Ice 1.400 0.7993219.67 0.0032 0.7993 95 mph 180 degree with No Ice 1.490 0.6563228.07 0.0037 0.6563 95 mph 180 degree with No Ice 1.629 0.8437240.00 0.0049 0.8437 95 mph 180 degree with No Ice 1.767 0.6463251.93 0.0072 0.6463 95 mph 180 degree with No Ice 1.860 0.5990260.33 0.0087 0.5990 95 mph 180 degree with No Ice 2.030 1.1547275.80 0.0013 1.1547 95 mph 180 degree with No Ice 2.140 0.7262284.20 0.0050 0.7262 95 mph 180 degree with No Ice 2.354 0.9009300.00 0.0048 0.9009 95 mph 210 degree with No Ice 2.374 1.1013219.67 -0.0317 1.1017 95 mph 210 degree with No Ice 2.508 0.9587228.07 -0.0357 0.9592 95 mph 210 degree with No Ice 2.711 1.1609240.00 -0.0427 1.1618 95 mph 210 degree with No Ice 2.918 0.9849251.93 -0.0484 0.9861 95 mph 210 degree with No Ice 3.061 0.9547260.33 -0.0525 0.9564 95 mph 210 degree with No Ice 3.327 1.9067275.80 -0.0469 1.9076 95 mph 210 degree with No Ice 3.489 1.0812284.20 -0.0582 1.0830 95 mph 210 degree with No Ice 3.799 1.2355300.00 -0.0605 1.2371 95 mph 240 degree with No Ice 2.791 1.2446219.67 0.0050 1.2446 95 mph 240 degree with No Ice 2.946 1.1132228.07 0.0073 1.1133 95 mph 240 degree with No Ice 3.183 1.3500240.00 0.0110 1.3500 95 mph 240 degree with No Ice 3.424 1.1535251.93 0.0112 1.1535 95 mph 240 degree with No Ice 3.593 1.1278260.33 0.0115 1.1278 95 mph 240 degree with No Ice 3.905 2.1908275.80 0.0094 2.1908 95 mph 240 degree with No Ice 4.094 1.2617284.20 0.0039 1.2617 Page 40 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 95 mph 240 degree with No Ice 4.455 1.4308300.00 0.0056 1.4308 95 mph 300 degree with No Ice 1.400 0.7992219.67 -0.0055 0.7992 95 mph 300 degree with No Ice 1.490 0.6562228.07 -0.0062 0.6562 95 mph 300 degree with No Ice 1.629 0.8372240.00 -0.0076 0.8372 95 mph 300 degree with No Ice 1.767 0.6462251.93 -0.0091 0.6462 95 mph 300 degree with No Ice 1.860 0.5989260.33 -0.0100 0.5990 95 mph 300 degree with No Ice 2.030 1.1549275.80 -0.0017 1.1549 95 mph 300 degree with No Ice 2.140 0.7261284.20 -0.0053 0.7261 95 mph 300 degree with No Ice 2.354 0.9007300.00 -0.0052 0.9007 95 mph 330 degree with No Ice 2.374 1.1014219.67 -0.0435 1.1020 95 mph 330 degree with No Ice 2.508 0.9588228.07 -0.0464 0.9596 95 mph 330 degree with No Ice 2.711 1.1634240.00 -0.0522 1.1645 95 mph 330 degree with No Ice 2.918 0.9852251.93 -0.0568 0.9866 95 mph 330 degree with No Ice 3.061 0.9549260.33 -0.0602 0.9568 95 mph 330 degree with No Ice 3.328 1.9069275.80 -0.0609 1.9078 95 mph 330 degree with No Ice 3.489 1.0813284.20 -0.0629 1.0832 95 mph 330 degree with No Ice 3.799 1.2356300.00 -0.0635 1.2373 30 mph Normal with 0.75 in Radial Ice 0.137 0.0419219.67 0.0010 0.0420 30 mph Normal with 0.75 in Radial Ice 0.140 0.0256228.07 0.0011 0.0256 30 mph Normal with 0.75 in Radial Ice 0.145 0.0370240.00 0.0013 0.0370 30 mph Normal with 0.75 in Radial Ice 0.149 0.0195251.93 0.0015 0.0195 30 mph Normal with 0.75 in Radial Ice 0.152 0.0149260.33 0.0016 0.0149 30 mph Normal with 0.75 in Radial Ice 0.155 0.7939275.80 0.0016 0.7939 30 mph Normal with 0.75 in Radial Ice 0.159 0.0482284.20 0.0013 0.0482 30 mph Normal with 0.75 in Radial Ice 0.167 0.0393300.00 0.0013 0.0393 30 mph 60 deg with 0.75 in Radial Ice 0.149 0.0695219.67 0.0009 0.0695 30 mph 60 deg with 0.75 in Radial Ice 0.156 0.0590228.07 0.0010 0.0590 30 mph 60 deg with 0.75 in Radial Ice 0.168 0.0802240.00 0.0011 0.0802 30 mph 60 deg with 0.75 in Radial Ice 0.179 0.0566251.93 0.0013 0.0566 30 mph 60 deg with 0.75 in Radial Ice 0.187 0.0522260.33 0.0014 0.0522 30 mph 60 deg with 0.75 in Radial Ice 0.201 0.7871275.80 0.0010 0.7871 30 mph 60 deg with 0.75 in Radial Ice 0.210 0.0768284.20 0.0011 0.0768 30 mph 60 deg with 0.75 in Radial Ice 0.229 0.0814300.00 0.0011 0.0814 30 mph 90 deg with 0.75 in Radial Ice 0.141 0.0573219.67 0.0114 0.0581 30 mph 90 deg with 0.75 in Radial Ice 0.147 0.0465228.07 0.0119 0.0476 30 mph 90 deg with 0.75 in Radial Ice 0.155 0.0639240.00 0.0127 0.0648 30 mph 90 deg with 0.75 in Radial Ice 0.163 0.0432251.93 0.0136 0.0446 30 mph 90 deg with 0.75 in Radial Ice 0.169 0.0402260.33 0.0143 0.0426 30 mph 90 deg with 0.75 in Radial Ice 0.178 0.8021275.80 0.0151 0.8022 30 mph 90 deg with 0.75 in Radial Ice 0.185 0.0644284.20 0.0150 0.0661 30 mph 90 deg with 0.75 in Radial Ice 0.198 0.0651300.00 0.0150 0.0664 30 mph 120 deg with 0.75 in Radial Ice 0.137 0.0419219.67 0.0010 0.0419 30 mph 120 deg with 0.75 in Radial Ice 0.140 0.0256228.07 0.0011 0.0256 30 mph 120 deg with 0.75 in Radial Ice 0.145 0.0362240.00 0.0013 0.0363 30 mph 120 deg with 0.75 in Radial Ice 0.149 0.0194251.93 0.0014 0.0195 30 mph 120 deg with 0.75 in Radial Ice 0.152 0.0149260.33 0.0016 0.0149 30 mph 120 deg with 0.75 in Radial Ice 0.155 0.7939275.80 0.0016 0.7939 30 mph 120 deg with 0.75 in Radial Ice 0.159 0.0482284.20 0.0013 0.0482 30 mph 120 deg with 0.75 in Radial Ice 0.167 0.0393300.00 0.0013 0.0393 30 mph 180 deg with 0.75 in Radial Ice 0.149 0.0695219.67 0.0009 0.0695 30 mph 180 deg with 0.75 in Radial Ice 0.156 0.0591228.07 0.0009 0.0591 30 mph 180 deg with 0.75 in Radial Ice 0.168 0.0812240.00 0.0011 0.0812 30 mph 180 deg with 0.75 in Radial Ice 0.179 0.0566251.93 0.0013 0.0566 30 mph 180 deg with 0.75 in Radial Ice 0.187 0.0522260.33 0.0014 0.0523 30 mph 180 deg with 0.75 in Radial Ice 0.201 0.7871275.80 0.0010 0.7871 30 mph 180 deg with 0.75 in Radial Ice 0.210 0.0768284.20 0.0010 0.0768 30 mph 180 deg with 0.75 in Radial Ice 0.229 0.0814300.00 0.0011 0.0814 30 mph 210 deg with 0.75 in Radial Ice 0.141 0.0573219.67 0.0114 0.0581 30 mph 210 deg with 0.75 in Radial Ice 0.147 0.0465228.07 0.0119 0.0476 30 mph 210 deg with 0.75 in Radial Ice 0.155 0.0650240.00 0.0127 0.0659 30 mph 210 deg with 0.75 in Radial Ice 0.163 0.0432251.93 0.0136 0.0446 30 mph 210 deg with 0.75 in Radial Ice 0.169 0.0402260.33 0.0143 0.0427 Page 41 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 30 mph 210 deg with 0.75 in Radial Ice 0.178 0.8021275.80 0.0151 0.8023 30 mph 210 deg with 0.75 in Radial Ice 0.185 0.0645284.20 0.0150 0.0662 30 mph 210 deg with 0.75 in Radial Ice 0.198 0.0652300.00 0.0150 0.0664 30 mph 240 deg with 0.75 in Radial Ice 0.137 0.0419219.67 0.0010 0.0419 30 mph 240 deg with 0.75 in Radial Ice 0.140 0.0256228.07 0.0011 0.0256 30 mph 240 deg with 0.75 in Radial Ice 0.145 0.0362240.00 0.0013 0.0363 30 mph 240 deg with 0.75 in Radial Ice 0.149 0.0194251.93 0.0015 0.0195 30 mph 240 deg with 0.75 in Radial Ice 0.152 0.0149260.33 0.0016 0.0149 30 mph 240 deg with 0.75 in Radial Ice 0.155 0.7939275.80 0.0016 0.7939 30 mph 240 deg with 0.75 in Radial Ice 0.159 0.0482284.20 0.0013 0.0482 30 mph 240 deg with 0.75 in Radial Ice 0.167 0.0393300.00 0.0013 0.0393 30 mph 300 deg with 0.75 in Radial Ice 0.149 0.0695219.67 -0.0009 0.0695 30 mph 300 deg with 0.75 in Radial Ice 0.156 0.0590228.07 -0.0010 0.0590 30 mph 300 deg with 0.75 in Radial Ice 0.168 0.0802240.00 -0.0011 0.0802 30 mph 300 deg with 0.75 in Radial Ice 0.179 0.0566251.93 -0.0013 0.0566 30 mph 300 deg with 0.75 in Radial Ice 0.187 0.0522260.33 -0.0014 0.0522 30 mph 300 deg with 0.75 in Radial Ice 0.201 0.7871275.80 -0.0010 0.7871 30 mph 300 deg with 0.75 in Radial Ice 0.210 0.0768284.20 -0.0011 0.0768 30 mph 300 deg with 0.75 in Radial Ice 0.229 0.0814300.00 -0.0011 0.0814 30 mph 330 deg with 0.75 in Radial Ice 0.141 0.0573219.67 0.0114 0.0581 30 mph 330 deg with 0.75 in Radial Ice 0.147 0.0465228.07 0.0119 0.0476 30 mph 330 deg with 0.75 in Radial Ice 0.155 0.0646240.00 0.0127 0.0654 30 mph 330 deg with 0.75 in Radial Ice 0.163 0.0432251.93 0.0136 0.0446 30 mph 330 deg with 0.75 in Radial Ice 0.169 0.0402260.33 0.0143 0.0426 30 mph 330 deg with 0.75 in Radial Ice 0.178 0.8021275.80 0.0151 0.8022 30 mph 330 deg with 0.75 in Radial Ice 0.185 0.0644284.20 0.0150 0.0661 30 mph 330 deg with 0.75 in Radial Ice 0.198 0.0652300.00 0.0150 0.0664 Seismic Normal M1 0.045 0.0532219.67 0.0000 0.0532 Seismic Normal M1 0.052 0.0481228.07 0.0001 0.0481 Seismic Normal M1 0.062 0.0569240.00 0.0001 0.0569 Seismic Normal M1 0.073 0.0546251.93 0.0001 0.0546 Seismic Normal M1 0.081 0.0581260.33 0.0001 0.0581 Seismic Normal M1 0.096 0.3608275.80 0.0001 0.3608 Seismic Normal M1 0.106 0.0726284.20 0.0000 0.0726 Seismic Normal M1 0.124 0.0679300.00 0.0000 0.0679 Seismic Normal M2 0.036 0.0695219.67 0.0001 0.0695 Seismic Normal M2 0.046 0.0709228.07 0.0001 0.0709 Seismic Normal M2 0.062 0.0888240.00 0.0001 0.0888 Seismic Normal M2 0.079 0.0904251.93 0.0001 0.0904 Seismic Normal M2 0.093 0.1007260.33 0.0001 0.1007 Seismic Normal M2 0.119 0.4014275.80 0.0004 0.4014 Seismic Normal M2 0.136 0.1171284.20 0.0001 0.1171 Seismic Normal M2 0.167 0.1169300.00 0.0000 0.1169 Seismic 60 deg M1 0.042 0.0469219.67 0.0000 0.0469 Seismic 60 deg M1 0.048 0.0437228.07 0.0001 0.0437 Seismic 60 deg M1 0.058 0.0530240.00 0.0001 0.0530 Seismic 60 deg M1 0.067 0.0488251.93 0.0001 0.0488 Seismic 60 deg M1 0.074 0.0502260.33 0.0001 0.0502 Seismic 60 deg M1 0.088 0.3362275.80 0.0001 0.3362 Seismic 60 deg M1 0.097 0.0622284.20 0.0000 0.0622 Seismic 60 deg M1 0.113 0.0626300.00 0.0000 0.0626 Seismic 60 deg M2 0.033 0.0600219.67 0.0001 0.0600 Seismic 60 deg M2 0.041 0.0630228.07 0.0001 0.0630 Seismic 60 deg M2 0.055 0.0805240.00 0.0001 0.0805 Seismic 60 deg M2 0.071 0.0805251.93 0.0001 0.0805 Seismic 60 deg M2 0.083 0.0869260.33 0.0001 0.0869 Seismic 60 deg M2 0.107 0.3579275.80 -0.0003 0.3579 Seismic 60 deg M2 0.122 0.1029284.20 0.0000 0.1029 Seismic 60 deg M2 0.150 0.1072300.00 0.0000 0.1072 Seismic 90 deg M1 0.044 0.0506219.67 0.0000 0.0506 Seismic 90 deg M1 0.050 0.0460228.07 0.0000 0.0460 Seismic 90 deg M1 0.060 0.0551240.00 0.0000 0.0551 Page 42 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Seismic 90 deg M1 0.070 0.0518251.93 0.0000 0.0518 Seismic 90 deg M1 0.078 0.0545260.33 0.0000 0.0545 Seismic 90 deg M1 0.092 0.3536275.80 -0.0003 0.3536 Seismic 90 deg M1 0.101 0.0686284.20 -0.0002 0.0686 Seismic 90 deg M1 0.118 0.0655300.00 -0.0001 0.0655 Seismic 90 deg M2 0.035 0.0658219.67 0.0000 0.0658 Seismic 90 deg M2 0.044 0.0672228.07 0.0000 0.0672 Seismic 90 deg M2 0.059 0.0846240.00 0.0000 0.0846 Seismic 90 deg M2 0.076 0.0858251.93 0.0001 0.0858 Seismic 90 deg M2 0.088 0.0947260.33 0.0001 0.0947 Seismic 90 deg M2 0.113 0.3888275.80 -0.0005 0.3888 Seismic 90 deg M2 0.129 0.1114284.20 -0.0001 0.1114 Seismic 90 deg M2 0.159 0.1123300.00 -0.0001 0.1123 Seismic 120 deg M1 0.045 0.0532219.67 0.0000 0.0532 Seismic 120 deg M1 0.052 0.0481228.07 0.0001 0.0481 Seismic 120 deg M1 0.062 0.0569240.00 0.0001 0.0569 Seismic 120 deg M1 0.073 0.0546251.93 0.0001 0.0546 Seismic 120 deg M1 0.081 0.0581260.33 0.0001 0.0581 Seismic 120 deg M1 0.096 0.3608275.80 -0.0001 0.3608 Seismic 120 deg M1 0.106 0.0726284.20 0.0000 0.0726 Seismic 120 deg M1 0.124 0.0679300.00 0.0000 0.0679 Seismic 120 deg M2 0.036 0.0693219.67 0.0000 0.0693 Seismic 120 deg M2 0.046 0.0707228.07 0.0001 0.0707 Seismic 120 deg M2 0.061 0.0885240.00 0.0001 0.0885 Seismic 120 deg M2 0.079 0.0902251.93 0.0001 0.0902 Seismic 120 deg M2 0.093 0.1005260.33 0.0001 0.1005 Seismic 120 deg M2 0.119 0.4011275.80 -0.0004 0.4011 Seismic 120 deg M2 0.136 0.1169284.20 -0.0001 0.1169 Seismic 120 deg M2 0.167 0.1166300.00 0.0000 0.1166 Seismic 180 deg M1 0.043 0.0472219.67 0.0001 0.0472 Seismic 180 deg M1 0.048 0.0439228.07 0.0001 0.0439 Seismic 180 deg M1 0.058 0.0533240.00 0.0001 0.0533 Seismic 180 deg M1 0.068 0.0490251.93 0.0001 0.0490 Seismic 180 deg M1 0.075 0.0504260.33 0.0001 0.0504 Seismic 180 deg M1 0.088 0.3363275.80 0.0001 0.3363 Seismic 180 deg M1 0.097 0.0625284.20 0.0000 0.0625 Seismic 180 deg M1 0.113 0.0630300.00 0.0000 0.0630 Seismic 180 deg M2 0.033 0.0602219.67 0.0001 0.0602 Seismic 180 deg M2 0.041 0.0633228.07 0.0001 0.0633 Seismic 180 deg M2 0.056 0.0808240.00 0.0001 0.0808 Seismic 180 deg M2 0.071 0.0808251.93 0.0001 0.0808 Seismic 180 deg M2 0.084 0.0873260.33 0.0001 0.0873 Seismic 180 deg M2 0.107 0.3581275.80 0.0003 0.3581 Seismic 180 deg M2 0.122 0.1033284.20 0.0000 0.1033 Seismic 180 deg M2 0.150 0.1076300.00 0.0000 0.1076 Seismic 210 deg M1 0.044 0.0506219.67 -0.0001 0.0506 Seismic 210 deg M1 0.050 0.0460228.07 -0.0001 0.0460 Seismic 210 deg M1 0.060 0.0550240.00 -0.0001 0.0551 Seismic 210 deg M1 0.070 0.0518251.93 -0.0002 0.0518 Seismic 210 deg M1 0.078 0.0545260.33 -0.0002 0.0545 Seismic 210 deg M1 0.092 0.3536275.80 -0.0001 0.3536 Seismic 210 deg M1 0.101 0.0686284.20 -0.0002 0.0686 Seismic 210 deg M1 0.118 0.0655300.00 -0.0002 0.0655 Seismic 210 deg M2 0.035 0.0658219.67 -0.0001 0.0658 Seismic 210 deg M2 0.044 0.0672228.07 -0.0001 0.0672 Seismic 210 deg M2 0.059 0.0846240.00 -0.0001 0.0846 Seismic 210 deg M2 0.076 0.0858251.93 -0.0001 0.0858 Seismic 210 deg M2 0.088 0.0947260.33 -0.0001 0.0947 Seismic 210 deg M2 0.113 0.3888275.80 0.0001 0.3888 Seismic 210 deg M2 0.129 0.1114284.20 -0.0001 0.1114 Seismic 210 deg M2 0.159 0.1123300.00 -0.0001 0.1123 Seismic 240 deg M1 0.045 0.0532219.67 0.0000 0.0532 Page 43 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Seismic 240 deg M1 0.052 0.0481228.07 0.0001 0.0481 Seismic 240 deg M1 0.062 0.0569240.00 0.0001 0.0569 Seismic 240 deg M1 0.073 0.0546251.93 0.0001 0.0546 Seismic 240 deg M1 0.081 0.0581260.33 0.0001 0.0581 Seismic 240 deg M1 0.096 0.3608275.80 0.0001 0.3608 Seismic 240 deg M1 0.106 0.0726284.20 0.0000 0.0726 Seismic 240 deg M1 0.124 0.0679300.00 0.0000 0.0679 Seismic 240 deg M2 0.036 0.0693219.67 0.0000 0.0693 Seismic 240 deg M2 0.046 0.0707228.07 0.0001 0.0707 Seismic 240 deg M2 0.061 0.0885240.00 0.0001 0.0885 Seismic 240 deg M2 0.079 0.0902251.93 0.0001 0.0902 Seismic 240 deg M2 0.093 0.1005260.33 0.0001 0.1005 Seismic 240 deg M2 0.119 0.4011275.80 0.0004 0.4011 Seismic 240 deg M2 0.136 0.1169284.20 0.0001 0.1169 Seismic 240 deg M2 0.167 0.1166300.00 0.0000 0.1166 Seismic 300 deg M1 0.042 0.0469219.67 0.0000 0.0469 Seismic 300 deg M1 0.048 0.0437228.07 -0.0001 0.0437 Seismic 300 deg M1 0.058 0.0530240.00 -0.0001 0.0530 Seismic 300 deg M1 0.067 0.0488251.93 -0.0001 0.0488 Seismic 300 deg M1 0.074 0.0502260.33 -0.0001 0.0502 Seismic 300 deg M1 0.088 0.3362275.80 0.0001 0.3362 Seismic 300 deg M1 0.097 0.0622284.20 0.0000 0.0622 Seismic 300 deg M1 0.113 0.0626300.00 0.0000 0.0626 Seismic 300 deg M2 0.033 0.0600219.67 0.0001 0.0600 Seismic 300 deg M2 0.041 0.0630228.07 0.0001 0.0630 Seismic 300 deg M2 0.055 0.0805240.00 0.0001 0.0805 Seismic 300 deg M2 0.071 0.0805251.93 0.0001 0.0805 Seismic 300 deg M2 0.083 0.0869260.33 0.0001 0.0869 Seismic 300 deg M2 0.107 0.3579275.80 0.0003 0.3579 Seismic 300 deg M2 0.122 0.1029284.20 0.0000 0.1029 Seismic 300 deg M2 0.150 0.1072300.00 0.0000 0.1072 Seismic 330 deg M1 0.044 0.0506219.67 -0.0001 0.0506 Seismic 330 deg M1 0.050 0.0460228.07 -0.0001 0.0460 Seismic 330 deg M1 0.060 0.0550240.00 -0.0001 0.0550 Seismic 330 deg M1 0.070 0.0518251.93 -0.0002 0.0518 Seismic 330 deg M1 0.078 0.0545260.33 -0.0002 0.0545 Seismic 330 deg M1 0.092 0.3535275.80 -0.0001 0.3535 Seismic 330 deg M1 0.101 0.0686284.20 -0.0002 0.0686 Seismic 330 deg M1 0.118 0.0655300.00 -0.0002 0.0655 Seismic 330 deg M2 0.035 0.0658219.67 -0.0001 0.0658 Seismic 330 deg M2 0.044 0.0672228.07 -0.0001 0.0672 Seismic 330 deg M2 0.059 0.0846240.00 -0.0001 0.0846 Seismic 330 deg M2 0.076 0.0858251.93 -0.0001 0.0858 Seismic 330 deg M2 0.088 0.0947260.33 -0.0002 0.0947 Seismic 330 deg M2 0.113 0.3888275.80 0.0001 0.3888 Seismic 330 deg M2 0.129 0.1114284.20 -0.0001 0.1114 Seismic 330 deg M2 0.159 0.1123300.00 -0.0001 0.1123 Serviceability - 60 mph Wind Normal 0.270 0.0885219.67 0.0001 0.0885 Serviceability - 60 mph Wind Normal 0.276 0.0509228.07 0.0001 0.0509 Serviceability - 60 mph Wind Normal 0.287 0.0903240.00 0.0004 0.0903 Serviceability - 60 mph Wind Normal 0.297 0.0434251.93 0.0006 0.0434 Serviceability - 60 mph Wind Normal 0.303 0.0292260.33 0.0008 0.0292 Serviceability - 60 mph Wind Normal 0.314 0.3576275.80 0.0008 0.3576 Serviceability - 60 mph Wind Normal 0.324 0.0666284.20 0.0006 0.0666 Serviceability - 60 mph Wind Normal 0.345 0.1069300.00 0.0006 0.1069 Serviceability - 60 mph Wind 60 deg 0.266 0.1596219.67 0.0003 0.1596 Serviceability - 60 mph Wind 60 deg 0.283 0.1249228.07 0.0004 0.1249 Serviceability - 60 mph Wind 60 deg 0.309 0.1695240.00 0.0006 0.1695 Serviceability - 60 mph Wind 60 deg 0.336 0.1227251.93 0.0007 0.1227 Serviceability - 60 mph Wind 60 deg 0.353 0.1107260.33 0.0008 0.1107 Serviceability - 60 mph Wind 60 deg 0.385 0.4126275.80 0.0003 0.4126 Serviceability - 60 mph Wind 60 deg 0.407 0.1457284.20 0.0004 0.1457 Page 44 12/20/2016 6:53:54 AM © 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number:21272 Site Name: Code:ANSI/TIA-222-G Wests Pond NC, NC Customer:Verizon Wireless Engineering Number:OAA691726_C3_01 Serviceability - 60 mph Wind 60 deg 0.450 0.1869300.00 0.0004 0.1869 Serviceability - 60 mph Wind 90 deg 0.277 0.1516219.67 0.0184 0.1526 Serviceability - 60 mph Wind 90 deg 0.292 0.1119228.07 0.0184 0.1133 Serviceability - 60 mph Wind 90 deg 0.316 0.1524240.00 0.0185 0.1535 Serviceability - 60 mph Wind 90 deg 0.339 0.1110251.93 0.0191 0.1125 Serviceability - 60 mph Wind 90 deg 0.355 0.1014260.33 0.0196 0.1033 Serviceability - 60 mph Wind 90 deg 0.384 0.4151275.80 0.0198 0.4156 Serviceability - 60 mph Wind 90 deg 0.405 0.1363284.20 0.0199 0.1377 Serviceability - 60 mph Wind 90 deg 0.445 0.1744300.00 0.0199 0.1755 Serviceability - 60 mph Wind 120 deg 0.270 0.0884219.67 -0.0002 0.0884 Serviceability - 60 mph Wind 120 deg 0.276 0.0509228.07 0.0000 0.0509 Serviceability - 60 mph Wind 120 deg 0.287 0.0886240.00 0.0003 0.0886 Serviceability - 60 mph Wind 120 deg 0.297 0.0433251.93 0.0006 0.0433 Serviceability - 60 mph Wind 120 deg 0.303 0.0292260.33 0.0007 0.0292 Serviceability - 60 mph Wind 120 deg 0.314 0.3576275.80 0.0008 0.3576 Serviceability - 60 mph Wind 120 deg 0.324 0.0666284.20 0.0006 0.0666 Serviceability - 60 mph Wind 120 deg 0.345 0.1068300.00 0.0006 0.1068 Serviceability - 60 mph Wind 180 deg 0.266 0.1597219.67 0.0002 0.1597 Serviceability - 60 mph Wind 180 deg 0.283 0.1250228.07 0.0003 0.1250 Serviceability - 60 mph Wind 180 deg 0.310 0.1712240.00 0.0004 0.1712 Serviceability - 60 mph Wind 180 deg 0.336 0.1228251.93 0.0006 0.1228 Serviceability - 60 mph Wind 180 deg 0.353 0.1108260.33 0.0008 0.1108 Serviceability - 60 mph Wind 180 deg 0.385 0.4127275.80 0.0003 0.4127 Serviceability - 60 mph Wind 180 deg 0.407 0.1459284.20 0.0004 0.1459 Serviceability - 60 mph Wind 180 deg 0.450 0.1871300.00 0.0004 0.1871 Serviceability - 60 mph Wind 210 deg 0.277 0.1516219.67 0.0174 0.1525 Serviceability - 60 mph Wind 210 deg 0.292 0.1119228.07 0.0175 0.1132 Serviceability - 60 mph Wind 210 deg 0.316 0.1541240.00 0.0178 0.1552 Serviceability - 60 mph Wind 210 deg 0.339 0.1110251.93 0.0187 0.1125 Serviceability - 60 mph Wind 210 deg 0.355 0.1015260.33 0.0193 0.1033 Serviceability - 60 mph Wind 210 deg 0.384 0.4151275.80 0.0198 0.4156 Serviceability - 60 mph Wind 210 deg 0.405 0.1364284.20 0.0199 0.1377 Serviceability - 60 mph Wind 210 deg 0.445 0.1745300.00 0.0199 0.1755 Serviceability - 60 mph Wind 240 deg 0.270 0.0884219.67 0.0002 0.0884 Serviceability - 60 mph Wind 240 deg 0.276 0.0509228.07 0.0001 0.0509 Serviceability - 60 mph Wind 240 deg 0.287 0.0886240.00 0.0004 0.0886 Serviceability - 60 mph Wind 240 deg 0.297 0.0433251.93 0.0006 0.0433 Serviceability - 60 mph Wind 240 deg 0.303 0.0292260.33 0.0008 0.0292 Serviceability - 60 mph Wind 240 deg 0.314 0.3576275.80 0.0008 0.3576 Serviceability - 60 mph Wind 240 deg 0.324 0.0666284.20 0.0006 0.0666 Serviceability - 60 mph Wind 240 deg 0.345 0.1068300.00 0.0006 0.1068 Serviceability - 60 mph Wind 300 deg 0.266 0.1596219.67 -0.0003 0.1596 Serviceability - 60 mph Wind 300 deg 0.283 0.1249228.07 -0.0004 0.1249 Serviceability - 60 mph Wind 300 deg 0.309 0.1695240.00 -0.0006 0.1695 Serviceability - 60 mph Wind 300 deg 0.336 0.1227251.93 -0.0007 0.1227 Serviceability - 60 mph Wind 300 deg 0.353 0.1107260.33 -0.0008 0.1107 Serviceability - 60 mph Wind 300 deg 0.385 0.4126275.80 -0.0003 0.4126 Serviceability - 60 mph Wind 300 deg 0.407 0.1457284.20 -0.0004 0.1457 Serviceability - 60 mph Wind 300 deg 0.450 0.1869300.00 -0.0004 0.1869 Serviceability - 60 mph Wind 330 deg 0.277 0.1516219.67 0.0172 0.1525 Serviceability - 60 mph Wind 330 deg 0.292 0.1119228.07 0.0173 0.1132 Serviceability - 60 mph Wind 330 deg 0.316 0.1539240.00 0.0176 0.1549 Serviceability - 60 mph Wind 330 deg 0.339 0.1110251.93 0.0186 0.1125 Serviceability - 60 mph Wind 330 deg 0.355 0.1015260.33 0.0192 0.1033 Serviceability - 60 mph Wind 330 deg 0.384 0.4152275.80 0.0198 0.4156 Serviceability - 60 mph Wind 330 deg 0.405 0.1364284.20 0.0199 0.1377 Serviceability - 60 mph Wind 330 deg 0.445 0.1745300.00 0.0199 0.1755 Page 45