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PASSING SA_AWS- Anderson Creek_65498_PS #169271_2.17.17 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :300 ft Guyed Tower ATC Site Name :Wests Pond NC, NC ATC Site Number :21272 Engineering Number :OAA691726_C3_05 Proposed Carrier :Verizon Carrier Site Name :Anderson Creek Carrier Site Number :65498 Site Location :723 LASTAR ROAD Bunnlevel, NC 28323-9137 35.282500, -78.908400 County :Harnett Date :February 13, 2017 Max Usage :94% Result :Pass Prepared By: David Chickering, E.I. Structural Engineer III Reviewed By: COA: P-1177 Eng. Number OAA691726_C3_05 February 13, 2017 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 2 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number OAA691726_C3_05 February 13, 2017 Page 1 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 300 ft guyed tower to reflect the change in loading by 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:B Topographic Category:1 Spectral Response:Ss = 0.20, S1 = 0.09 Site Class:D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Eng. Number OAA691726_C3_05 February 13, 2017 Page 2 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 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 4 Decibel DB810KE-XT253.0 253.0 6 Comsat PCSA065-19-2 Sector Frames (7) 1 5/8" Coax (4) 7/8" 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_05 February 13, 2017 Page 3 A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structure Usages Structural Component Controlling Usage Pass/Fail Legs 94%Pass Diagonals 75%Pass Horizontals 73%Pass Guys 76%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)244.7 330.3 258.2 78% Anchor 1 Uplift (kips)86.4 116.6 84.2 72% Anchor 1 Shear (kips)82.2 111.0 77.6 70% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft)Twist (°)Sway (Rotation) (°) Antel WWX063X19G00 Ericsson RRUS-32240.0 Raycap RRFDC-3315-PF-48 Verizon 0.259 0.020 0.141 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: --Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. --Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to A.T. Engineering Services, PLLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Tower : Code : Client : Location :WESTS POND NC, NC VERIZON WIRELESS ANSI/TIA-222-G 21272 © 2007 - 2017 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:95 mph no ice 30 mph w/ 3/4" radial ice Site Class: D Ss: 0.20 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 - 11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE 12 SAU 36 ksi 4X3X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE 13 DAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE 14 - 15 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE 16 DAL 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE 17 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE 18 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 253.00 Round Sector Frame3Mounting Frame 253.00 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 Arm228.00 KMW KASCTPR820083 228.00 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 Job Information Tower : Code : Client : Location :WESTS POND NC, NC VERIZON WIRELESS ANSI/TIA-222-G 21272 © 2007 - 2017 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft 6.00 286.00 1 5/8" Coax12 6.00 253.00 7/8" Coax4 6.00 253.00 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" Coax12 6.00 228.00 1 5/8" Coax6 6.00 228.00 1 5/8" Coax6 Job Information Tower : Code : Client : Location :WESTS POND NC, NC VERIZON WIRELESS ANSI/TIA-222-G 21272 © 2007 - 2017 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 ( ° ) -7.00180.00 0 83.26 77.50 -2.00180.00 240 81.24 77.57 -9.00180.00 120 84.21 77.59 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 258.17 2.90 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Analysis Parameters Height (ft): Bottom Face Width (ft):5.04 Top Face Width (ft):5.04 Shape:Triangle Tower Type:Guyed 300 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-G Tower Manufacturer:Rohn HARNETT County, NC Ice & Wind Parameters Structure Class: Exposure Category: Design Ice Thickness: II B 0.75 in Topographic Category:1 0.0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 95 mph 30 mph 60 mph Seismic Parameters (sec):8 D - Stiff SoilSite Class: S 0.197 Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods S 0.210 :d1S 0.144 :1S 0.090 p:1.3 1.06Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.054 :0.054TL 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 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 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 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 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 26.56 57 76 300.0 Commscope SBNHH-1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 26.56 117 48 300.0 Commscope SBNHH-4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 26.56 927 286 300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 26.56 89 95 300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 26.56 109 233 300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 26.56 137 251 300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 26.56 120 48 300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 26.56 398 127 300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 26.56 147 65 300.0 Raycap DC6-48-60-1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 26.56 18 46 300.0 Raycap DC6-48-60-1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 26.56 18 47 300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 26.56 784 1296 286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 26.20 31 29 286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 26.20 677 259 286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 26.20 30 43 286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 26.20 774 1296 276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 25.94 353 720 253.0 Comsat PCSA065-6 25 6.5 0.80 0.76 0.06.3 8.5 7.5 0.0 25.30 812 213 253.0 Decibel DB810KE-XT 4 36 4.3 1.00 1.00 9.014.5 3.0 3.0 5442.6 25.56 605 207 253.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 25.30 747 1296 240.0 Antel BXA-70063-3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 24.92 582 104 240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 24.92 590 108 240.0 Antel LPA-3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 24.92 113 30 240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 24.92 483 141 240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 24.92 116 238 240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 24.92 915 1728 240.0 Raycap RRFDC-3315-1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 24.92 38 46 240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 90.6 25.01 30 27 228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 24.56 556 104 228.0 KMW ET-X-CW-45-3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 24.56 820 324 228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 24.56 9 6 228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 24.56 201 648 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 24.28 495 720 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 2.65 7 188 300.0 Commscope SBNHH-1 0.802057.0 0.69 0.04.6 11.9 7.1 0.0 2.65 9 254 300.0 Commscope SBNHH-4 0.8033513.2 0.70 0.08.0 11.9 7.1 0.0 2.65 67 1654 300.0 Ericsson RRUS A2 3 0.80383.6 0.50 0.01.1 15.0 3.4 0.0 2.65 10 154 300.0 Ericsson RRUS-11 3 0.801353.6 0.50 0.01.4 17.8 9.2 0.0 2.65 10 524 300.0 Ericsson RRUS-12 B2 3 0.801454.4 0.50 0.01.7 18.5 7.5 0.0 2.65 12 562 300.0 Kathrein 741 989 2 0.801024.1 0.66 0.04.3 6.1 2.7 0.0 2.65 10 252 300.0 Kathrein 742 213 4 0.801456.5 0.67 0.06.4 6.1 2.7 0.0 2.65 31 719 300.0 Powerwave Allgon 1 0.802539.3 0.63 0.04.5 17.4 6.5 0.0 2.65 11 314 300.0 Raycap DC6-48-60-1 0.80981.9 0.50 0.02.0 11.0 11.0 0.0 2.65 2 125 300.0 Raycap DC6-48-60-1 0.80572.2 0.50 0.02.0 11.0 11.0 0.0 2.65 2 77 300.0 Round Sector Frame 3 0.7569432.1 0.67 0.012.0 0.0 0.0 0.0 2.65 109 2713 286.0 CCI TTA-815D 1 0.80733.3 0.50 0.01.3 14.0 6.0 0.0 2.61 3 93 Page 3 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Tower Loading 286.0 Powerwave 6 0.801757.0 0.70 0.06.3 7.0 4.0 0.0 2.61 53 1305 286.0 Powerwave 3 0.80271.4 0.50 0.00.9 6.7 2.7 0.0 2.61 4 104 286.0 Round Sector Frame 3 0.7569432.1 0.67 0.012.0 0.0 0.0 0.0 2.61 108 2713 276.0 Torque Arms 1 1.0087017.4 1.00 0.00.0 0.0 0.0 0.0 2.59 38 1164 253.0 Comsat PCSA065-6 0.802167.8 0.76 0.06.3 8.5 7.5 0.0 2.52 61 1594 253.0 Decibel DB810KE-XT 4 1.002429.9 1.00 9.014.5 3.0 3.0 770.5 2.55 86 1195 253.0 Round Sector Frame 3 0.7568831.9 0.67 0.00.0 0.0 0.0 0.0 2.52 103 2692 240.0 Antel BXA-70063-3 0.8026412.4 0.67 0.07.9 11.2 5.2 0.0 2.49 42 966 240.0 Antel BXA-70080/8CF 3 0.8027212.2 0.69 0.07.8 11.1 6.0 0.0 2.49 43 998 240.0 Antel LPA-3 0.80933.7 0.50 0.04.0 5.9 4.1 0.0 2.49 9 340 240.0 Antel 3 0.8025410.0 0.69 0.06.3 12.1 7.0 0.0 2.49 35 937 240.0 Ericsson RRUS-32 3 0.801523.6 0.50 0.02.3 12.4 7.4 0.0 2.49 9 588 240.0 Flat Light Sector 3 0.7571533.7 0.67 0.012.0 0.0 0.0 0.0 2.49 107 2861 240.0 Raycap RRFDC-3315-1 0.801443.6 0.50 0.02.4 11.7 10.3 0.0 2.49 3 180 240.0 RFS FD9R6004/1C-3L 6 0.80110.8 0.50 3.00.5 6.5 1.5 12.9 2.49 4 87 228.0 Antel BXA-80063/8 3 0.8025412.4 0.65 0.07.9 11.2 4.5 0.0 2.45 40 933 228.0 KMW ET-X-CW-45-3 0.8042917.8 0.64 0.08.0 18.1 7.1 0.0 2.45 57 1600 228.0 KMW 3 0.8070.6 0.50 0.00.4 4.3 1.6 0.0 2.45 1 26 228.0 Stand-off 3 0.752276.2 0.67 0.00.0 0.0 0.0 0.0 2.45 19 923 219.0 Torque Arms 1 1.0086225.9 1.00 0.00.0 0.0 0.0 0.0 2.42 53 1154 Totals 97 23478 964.6 (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 10.60 14 53 300.0 Commscope SBNHH-1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 10.60 29 34 300.0 Commscope SBNHH-4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 10.60 231 198 300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 10.60 22 66 300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 10.60 27 162 300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 10.60 34 174 300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 10.60 30 33 300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 10.60 99 88 300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 10.60 37 45 300.0 Raycap DC6-48-60-1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 10.60 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 10.60 5 33 300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 10.60 196 900 286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 10.45 8 20 286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 10.45 169 180 286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 10.45 7 30 286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 10.45 193 900 276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 10.35 88 500 253.0 Comsat PCSA065-6 25 6.5 0.80 0.76 0.06.3 8.5 7.5 0.0 10.09 202 148 253.0 Decibel DB810KE-XT 4 36 4.3 1.00 1.00 9.014.5 3.0 3.0 1356.9 10.19 151 144 253.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 10.09 186 900 240.0 Antel BXA-70063-3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 9.94 145 72 240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 9.94 147 75 240.0 Antel LPA-3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 9.94 28 21 240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 9.94 120 98 240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 9.94 29 165 240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 9.94 228 1200 240.0 Raycap RRFDC-3315-1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 9.94 9 32 240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 22.6 9.98 8 19 228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 9.80 139 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 9.80 204 225 Page 4 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Tower Loading 228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 9.80 2 4 228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 9.80 50 450 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 9.68 123 500 Totals 97 7571 622.9 Page 5 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 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 0.00 1.00 0.00N 6.00 300.0 2 1/4" Coax 8 2.38 1.12 2 Block50 0.00 0.00 1.00 0.00N 6.00 300.0 2 1/4" Coax 4 2.38 1.12 2 Individual0 0.00 1.00 1.00 0.00N 6.00 300.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.00N 6.00 286.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N 6.00 286.0 7/8" Coax 1 1.09 0.33 3 Individual0 0.00 1.00 1.00 0.00N 6.00 253.0 1 5/8" Coax 6 1.98 1.04 3 Block50 0.00 0.00 1.00 0.00N 6.00 253.0 1 5/8" Coax 1 1.98 1.04 3 Individual0 0.00 1.00 1.00 0.01N 6.00 253.0 7/8" Coax 4 1.09 0.33 3 Individual0 0.00 1.00 1.00 0.00N 6.00 240.0 1 5/8" Coax 12 1.98 1.04 1 Block50 0.00 0.00 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 6 1.98 0.82 3 Block50 0.00 0.00 1.00 0.00N 6.00 228.0 1 5/8" Coax 6 1.98 0.82 2 Block50 0.00 0.00 1.00 0.00N Page 6 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W Normal 95 mph Normal to Face with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 257314.040.01.001.002.690.170.009.588.57 014350.0041.80 1352 17 277.9 25.99 353 6373.000.01.001.002.680.170.002.011.85 03430.0011.95 285 16 267.9 25.72 1313 250313.020.01.001.002.610.190.007.578.67 014620.0044.98 1190 15 250.0 25.22 1945 319213.400.01.001.002.710.170.009.587.94 017170.0070.24 1247 14 230.0 24.62 2902 412013.400.01.001.002.710.170.009.587.94 022220.00107.84 1218 13 215.9 24.18 1291 19628.160.01.001.002.500.230.003.865.92 013110.0048.28 671 12 205.9 23.86 1885 281811.340.01.001.002.540.220.005.728.03 017080.0071.43 933 11 190.0 23.31 3087 424013.400.01.001.002.710.170.009.587.94 023640.00119.72 1153 10 170.0 22.58 2991 410713.400.01.001.002.710.170.009.587.94 023640.00119.72 1117 9 150.0 21.79 2886 420217.310.01.001.002.570.210.0011.6710.59 027750.00119.72 1317 8 130.0 20.92 2770 387214.610.01.001.002.650.180.0011.677.94 024200.00119.72 1102 7 110.0 19.94 2641 369214.610.01.001.002.650.180.0011.677.94 024200.00119.72 1051 6 90.00 18.83 2494 348614.610.01.001.002.650.180.0011.677.94 025500.00119.72 992 5 70.00 17.53 2321 337017.090.01.001.002.570.210.0011.6710.38 027570.00119.72 1049 4 50.00 15.92 2108 294714.610.01.001.002.650.180.0011.677.94 024200.00119.72 839 3 30.00 13.76 1822 254714.610.01.001.002.650.180.0011.677.94 024200.00119.72 725 2 14.00 13.75 1092 15258.730.01.001.002.650.180.007.004.73 014510.0071.83 433 1 4.00 13.75 180 4627.380.01.001.002.050.410.004.974.20 010350.0011.97 283 35175 0 52257 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 240812.320.01.000.802.690.170.009.588.57 014350.0041.80 1187 17 277.9 25.99 353 6022.630.01.000.802.680.170.002.011.85 03430.0011.95 250 16 267.9 25.72 1313 234511.280.01.000.802.610.190.007.578.67 014620.0044.98 1031 15 250.0 25.22 1945 304511.810.01.000.802.710.170.009.587.94 017170.0070.24 1099 14 230.0 24.62 2902 397611.810.01.000.802.710.170.009.587.94 022220.00107.84 1073 13 215.9 24.18 1291 18656.980.01.000.802.500.230.003.865.92 013110.0048.28 574 12 205.9 23.86 1885 26869.730.01.000.802.540.220.005.728.03 017080.0071.43 801 11 190.0 23.31 3087 410311.810.01.000.802.710.170.009.587.94 023640.00119.72 1016 10 170.0 22.58 2991 397511.810.01.000.802.710.170.009.587.94 023640.00119.72 984 9 150.0 21.79 2886 404115.190.01.000.802.570.210.0011.6710.59 027750.00119.72 1156 8 130.0 20.92 2770 375213.030.01.000.802.650.180.0011.677.94 024200.00119.72 982 7 110.0 19.94 2641 357713.030.01.000.802.650.180.0011.677.94 024200.00119.72 937 6 90.00 18.83 2494 337813.030.01.000.802.650.180.0011.677.94 025500.00119.72 884 5 70.00 17.53 2321 324215.020.01.000.802.570.210.0011.6710.38 027570.00119.72 921 4 50.00 15.92 2108 285613.030.01.000.802.650.180.0011.677.94 024200.00119.72 748 3 30.00 13.76 1822 246813.030.01.000.802.650.180.0011.677.94 024200.00119.72 646 2 14.00 13.75 1092 14787.780.01.000.802.650.180.007.004.73 014510.0071.83 386 1 4.00 13.75 180 4306.540.01.000.802.050.410.004.974.20 010350.0011.97 250 35175 0 50228 Page 7 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 244912.750.01.000.852.690.170.009.588.57 014350.0041.80 1228 17 277.9 25.99 353 6112.720.01.000.852.680.170.002.011.85 03430.0011.95 258 16 267.9 25.72 1313 238411.720.01.000.852.610.190.007.578.67 014620.0044.98 1071 15 250.0 25.22 1945 308212.210.01.000.852.710.170.009.587.94 017170.0070.24 1136 14 230.0 24.62 2902 401212.210.01.000.852.710.170.009.587.94 022220.00107.84 1109 13 215.9 24.18 1291 18897.270.01.000.852.500.230.003.865.92 013110.0048.28 598 12 205.9 23.86 1885 271910.130.01.000.852.540.220.005.728.03 017080.0071.43 834 11 190.0 23.31 3087 413812.210.01.000.852.710.170.009.587.94 023640.00119.72 1050 10 170.0 22.58 2991 400812.210.01.000.852.710.170.009.587.94 023640.00119.72 1018 9 150.0 21.79 2886 408215.720.01.000.852.570.210.0011.6710.59 027750.00119.72 1196 8 130.0 20.92 2770 378213.420.01.000.852.650.180.0011.677.94 024200.00119.72 1012 7 110.0 19.94 2641 360613.420.01.000.852.650.180.0011.677.94 024200.00119.72 965 6 90.00 18.83 2494 340513.420.01.000.852.650.180.0011.677.94 025500.00119.72 911 5 70.00 17.53 2321 327415.540.01.000.852.570.210.0011.6710.38 027570.00119.72 953 4 50.00 15.92 2108 287913.420.01.000.852.650.180.0011.677.94 024200.00119.72 770 3 30.00 13.76 1822 248813.420.01.000.852.650.180.0011.677.94 024200.00119.72 666 2 14.00 13.75 1092 14908.020.01.000.852.650.180.007.004.73 014510.0071.83 398 1 4.00 13.75 180 4386.750.01.000.852.050.410.004.974.20 010350.0011.97 259 35175 0 50735 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 120 deg 95 mph 120 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 257314.040.01.001.002.690.170.009.588.57 014350.0041.80 1352 17 277.9 25.99 353 6373.000.01.001.002.680.170.002.011.85 03430.0011.95 285 16 267.9 25.72 1313 250313.020.01.001.002.610.190.007.578.67 014620.0044.98 1190 15 250.0 25.22 1945 319213.400.01.001.002.710.170.009.587.94 017170.0070.24 1247 14 230.0 24.62 2902 412013.400.01.001.002.710.170.009.587.94 022220.00107.84 1218 13 215.9 24.18 1291 19628.160.01.001.002.500.230.003.865.92 013110.0048.28 671 12 205.9 23.86 1885 281811.340.01.001.002.540.220.005.728.03 017080.0071.43 933 11 190.0 23.31 3087 424013.400.01.001.002.710.170.009.587.94 023640.00119.72 1153 10 170.0 22.58 2991 410713.400.01.001.002.710.170.009.587.94 023640.00119.72 1117 9 150.0 21.79 2886 420217.310.01.001.002.570.210.0011.6710.59 027750.00119.72 1317 8 130.0 20.92 2770 387214.610.01.001.002.650.180.0011.677.94 024200.00119.72 1102 7 110.0 19.94 2641 369214.610.01.001.002.650.180.0011.677.94 024200.00119.72 1051 6 90.00 18.83 2494 348614.610.01.001.002.650.180.0011.677.94 025500.00119.72 992 5 70.00 17.53 2321 337017.090.01.001.002.570.210.0011.6710.38 027570.00119.72 1049 4 50.00 15.92 2108 294714.610.01.001.002.650.180.0011.677.94 024200.00119.72 839 3 30.00 13.76 1822 254714.610.01.001.002.650.180.0011.677.94 024200.00119.72 725 2 14.00 13.75 1092 15258.730.01.001.002.650.180.007.004.73 014510.0071.83 433 1 4.00 13.75 180 4627.380.01.001.002.050.410.004.974.20 010350.0011.97 283 35175 0 52257 Page 8 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 240812.320.01.000.802.690.170.009.588.57 014350.0041.80 1187 17 277.9 25.99 353 6022.630.01.000.802.680.170.002.011.85 03430.0011.95 250 16 267.9 25.72 1313 234511.280.01.000.802.610.190.007.578.67 014620.0044.98 1031 15 250.0 25.22 1945 304511.810.01.000.802.710.170.009.587.94 017170.0070.24 1099 14 230.0 24.62 2902 397611.810.01.000.802.710.170.009.587.94 022220.00107.84 1073 13 215.9 24.18 1291 18656.980.01.000.802.500.230.003.865.92 013110.0048.28 574 12 205.9 23.86 1885 26869.730.01.000.802.540.220.005.728.03 017080.0071.43 801 11 190.0 23.31 3087 410311.810.01.000.802.710.170.009.587.94 023640.00119.72 1016 10 170.0 22.58 2991 397511.810.01.000.802.710.170.009.587.94 023640.00119.72 984 9 150.0 21.79 2886 404115.190.01.000.802.570.210.0011.6710.59 027750.00119.72 1156 8 130.0 20.92 2770 375213.030.01.000.802.650.180.0011.677.94 024200.00119.72 982 7 110.0 19.94 2641 357713.030.01.000.802.650.180.0011.677.94 024200.00119.72 937 6 90.00 18.83 2494 337813.030.01.000.802.650.180.0011.677.94 025500.00119.72 884 5 70.00 17.53 2321 324215.020.01.000.802.570.210.0011.6710.38 027570.00119.72 921 4 50.00 15.92 2108 285613.030.01.000.802.650.180.0011.677.94 024200.00119.72 748 3 30.00 13.76 1822 246813.030.01.000.802.650.180.0011.677.94 024200.00119.72 646 2 14.00 13.75 1092 14787.780.01.000.802.650.180.007.004.73 014510.0071.83 386 1 4.00 13.75 180 4306.540.01.000.802.050.410.004.974.20 010350.0011.97 250 35175 0 50228 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 210 deg 95 mph 210 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 244912.750.01.000.852.690.170.009.588.57 014350.0041.80 1228 17 277.9 25.99 353 6112.720.01.000.852.680.170.002.011.85 03430.0011.95 258 16 267.9 25.72 1313 238411.720.01.000.852.610.190.007.578.67 014620.0044.98 1071 15 250.0 25.22 1945 308212.210.01.000.852.710.170.009.587.94 017170.0070.24 1136 14 230.0 24.62 2902 401212.210.01.000.852.710.170.009.587.94 022220.00107.84 1109 13 215.9 24.18 1291 18897.270.01.000.852.500.230.003.865.92 013110.0048.28 598 12 205.9 23.86 1885 271910.130.01.000.852.540.220.005.728.03 017080.0071.43 834 11 190.0 23.31 3087 413812.210.01.000.852.710.170.009.587.94 023640.00119.72 1050 10 170.0 22.58 2991 400812.210.01.000.852.710.170.009.587.94 023640.00119.72 1018 9 150.0 21.79 2886 408215.720.01.000.852.570.210.0011.6710.59 027750.00119.72 1196 8 130.0 20.92 2770 378213.420.01.000.852.650.180.0011.677.94 024200.00119.72 1012 7 110.0 19.94 2641 360613.420.01.000.852.650.180.0011.677.94 024200.00119.72 965 6 90.00 18.83 2494 340513.420.01.000.852.650.180.0011.677.94 025500.00119.72 911 5 70.00 17.53 2321 327415.540.01.000.852.570.210.0011.6710.38 027570.00119.72 953 4 50.00 15.92 2108 287913.420.01.000.852.650.180.0011.677.94 024200.00119.72 770 3 30.00 13.76 1822 248813.420.01.000.852.650.180.0011.677.94 024200.00119.72 666 2 14.00 13.75 1092 14908.020.01.000.852.650.180.007.004.73 014510.0071.83 398 1 4.00 13.75 180 4386.750.01.000.852.050.410.004.974.20 010350.0011.97 259 35175 0 50735 Page 9 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 257314.040.01.001.002.690.170.009.588.57 014350.0041.80 1352 17 277.9 25.99 353 6373.000.01.001.002.680.170.002.011.85 03430.0011.95 285 16 267.9 25.72 1313 250313.020.01.001.002.610.190.007.578.67 014620.0044.98 1190 15 250.0 25.22 1945 319213.400.01.001.002.710.170.009.587.94 017170.0070.24 1247 14 230.0 24.62 2902 412013.400.01.001.002.710.170.009.587.94 022220.00107.84 1218 13 215.9 24.18 1291 19628.160.01.001.002.500.230.003.865.92 013110.0048.28 671 12 205.9 23.86 1885 281811.340.01.001.002.540.220.005.728.03 017080.0071.43 933 11 190.0 23.31 3087 424013.400.01.001.002.710.170.009.587.94 023640.00119.72 1153 10 170.0 22.58 2991 410713.400.01.001.002.710.170.009.587.94 023640.00119.72 1117 9 150.0 21.79 2886 420217.310.01.001.002.570.210.0011.6710.59 027750.00119.72 1317 8 130.0 20.92 2770 387214.610.01.001.002.650.180.0011.677.94 024200.00119.72 1102 7 110.0 19.94 2641 369214.610.01.001.002.650.180.0011.677.94 024200.00119.72 1051 6 90.00 18.83 2494 348614.610.01.001.002.650.180.0011.677.94 025500.00119.72 992 5 70.00 17.53 2321 337017.090.01.001.002.570.210.0011.6710.38 027570.00119.72 1049 4 50.00 15.92 2108 294714.610.01.001.002.650.180.0011.677.94 024200.00119.72 839 3 30.00 13.76 1822 254714.610.01.001.002.650.180.0011.677.94 024200.00119.72 725 2 14.00 13.75 1092 15258.730.01.001.002.650.180.007.004.73 014510.0071.83 433 1 4.00 13.75 180 4627.380.01.001.002.050.410.004.974.20 010350.0011.97 283 35175 0 52257 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 300 deg 95 mph 300 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 240812.320.01.000.802.690.170.009.588.57 014350.0041.80 1187 17 277.9 25.99 353 6022.630.01.000.802.680.170.002.011.85 03430.0011.95 250 16 267.9 25.72 1313 234511.280.01.000.802.610.190.007.578.67 014620.0044.98 1031 15 250.0 25.22 1945 304511.810.01.000.802.710.170.009.587.94 017170.0070.24 1099 14 230.0 24.62 2902 397611.810.01.000.802.710.170.009.587.94 022220.00107.84 1073 13 215.9 24.18 1291 18656.980.01.000.802.500.230.003.865.92 013110.0048.28 574 12 205.9 23.86 1885 26869.730.01.000.802.540.220.005.728.03 017080.0071.43 801 11 190.0 23.31 3087 410311.810.01.000.802.710.170.009.587.94 023640.00119.72 1016 10 170.0 22.58 2991 397511.810.01.000.802.710.170.009.587.94 023640.00119.72 984 9 150.0 21.79 2886 404115.190.01.000.802.570.210.0011.6710.59 027750.00119.72 1156 8 130.0 20.92 2770 375213.030.01.000.802.650.180.0011.677.94 024200.00119.72 982 7 110.0 19.94 2641 357713.030.01.000.802.650.180.0011.677.94 024200.00119.72 937 6 90.00 18.83 2494 337813.030.01.000.802.650.180.0011.677.94 025500.00119.72 884 5 70.00 17.53 2321 324215.020.01.000.802.570.210.0011.6710.38 027570.00119.72 921 4 50.00 15.92 2108 285613.030.01.000.802.650.180.0011.677.94 024200.00119.72 748 3 30.00 13.76 1822 246813.030.01.000.802.650.180.0011.677.94 024200.00119.72 646 2 14.00 13.75 1092 14787.780.01.000.802.650.180.007.004.73 014510.0071.83 386 1 4.00 13.75 180 4306.540.01.000.802.050.410.004.974.20 010350.0011.97 250 35175 0 50228 Page 10 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 26.31 1221 244912.750.01.000.852.690.170.009.588.57 014350.0041.80 1228 17 277.9 25.99 353 6112.720.01.000.852.680.170.002.011.85 03430.0011.95 258 16 267.9 25.72 1313 238411.720.01.000.852.610.190.007.578.67 014620.0044.98 1071 15 250.0 25.22 1945 308212.210.01.000.852.710.170.009.587.94 017170.0070.24 1136 14 230.0 24.62 2902 401212.210.01.000.852.710.170.009.587.94 022220.00107.84 1109 13 215.9 24.18 1291 18897.270.01.000.852.500.230.003.865.92 013110.0048.28 598 12 205.9 23.86 1885 271910.130.01.000.852.540.220.005.728.03 017080.0071.43 834 11 190.0 23.31 3087 413812.210.01.000.852.710.170.009.587.94 023640.00119.72 1050 10 170.0 22.58 2991 400812.210.01.000.852.710.170.009.587.94 023640.00119.72 1018 9 150.0 21.79 2886 408215.720.01.000.852.570.210.0011.6710.59 027750.00119.72 1196 8 130.0 20.92 2770 378213.420.01.000.852.650.180.0011.677.94 024200.00119.72 1012 7 110.0 19.94 2641 360613.420.01.000.852.650.180.0011.677.94 024200.00119.72 965 6 90.00 18.83 2494 340513.420.01.000.852.650.180.0011.677.94 025500.00119.72 911 5 70.00 17.53 2321 327415.540.01.000.852.570.210.0011.6710.38 027570.00119.72 953 4 50.00 15.92 2108 287913.420.01.000.852.650.180.0011.677.94 024200.00119.72 770 3 30.00 13.76 1822 248813.420.01.000.852.650.180.0011.677.94 024200.00119.72 666 2 14.00 13.75 1092 14908.020.01.000.852.650.180.007.004.73 014510.0071.83 398 1 4.00 13.75 180 4386.750.01.000.852.050.410.004.974.20 010350.0011.97 259 35175 0 50735 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 30437.431.91.001.001.950.4633.7443.328.57 4102553739.1556.09 163 17 277.9 2.59 39 727.451.91.001.001.990.446.538.541.85 96213059.0915.85 33 16 267.9 2.56 133 26732.131.81.001.001.910.4926.9734.548.67 3928539034.1059.60 134 15 250.0 2.51 229 37834.971.81.001.001.990.4431.7041.287.94 5183690062.7592.58 149 14 230.0 2.46 317 46234.751.81.001.001.990.4431.4341.027.94 6636885978.93143.05 145 13 215.9 2.41 108 18319.931.81.001.001.830.5615.5819.445.92 3370468131.6365.31 75 12 205.9 2.38 177 27525.861.81.001.001.890.5120.1325.858.03 4553626146.5896.52 99 11 190.0 2.32 332 46334.271.81.001.002.000.4330.8440.427.94 6969933377.44161.41 136 ** 10 170.0 2.25 322 44834.001.81.001.002.010.4330.5040.087.94 6869923376.58160.95 131 ** 9 150.0 2.17 282 42439.831.71.001.001.930.4831.7043.3710.59 7213998975.63160.44 142 8 130.0 2.09 290 41434.981.71.001.001.990.4429.6941.367.94 6715913574.55159.86 124 7 110.0 1.99 277 39434.581.71.001.002.000.4329.2040.867.94 6573899373.32159.19 117 6 90.00 1.88 261 37134.111.71.001.002.010.4328.6240.287.94 6407895771.86158.41 109 5 70.00 1.75 228 33837.611.61.001.001.960.4629.3841.0410.38 6529928670.08157.45 109 4 50.00 1.59 220 31032.821.61.001.002.030.4226.9838.657.94 5949836967.76156.20 90 3 30.00 1.37 190 26631.771.51.001.002.050.4125.6437.317.94 5583800364.38154.38 76 2 14.00 1.37 112 15618.101.41.001.002.090.3914.1821.184.73 3047449835.8091.10 44 1 4.00 1.37 11 3712.561.21.001.001.790.636.0010.964.20 82818635.2614.81 26 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5561 Page 11 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 29635.721.91.000.801.950.4633.7443.328.57 4102553739.1556.09 155 17 277.9 2.59 39 707.081.91.000.801.990.446.538.541.85 96213059.0915.85 31 16 267.9 2.56 133 26030.401.81.000.801.910.4926.9734.548.67 3928539034.1059.60 127 15 250.0 2.51 229 37133.381.81.000.801.990.4431.7041.287.94 5183690062.7592.58 142 14 230.0 2.46 317 45533.171.81.000.801.990.4431.4341.027.94 6636885978.93143.05 138 13 215.9 2.41 108 17818.751.81.000.801.830.5615.5819.445.92 3370468131.6365.31 70 12 205.9 2.38 177 26924.251.81.000.801.890.5120.1325.858.03 4553626146.5896.52 93 11 190.0 2.32 332 46132.681.81.000.802.000.4330.8440.427.94 6969933377.44161.41 129 10 170.0 2.25 322 44632.411.81.000.802.010.4330.5040.087.94 6869923376.58160.95 124 9 150.0 2.17 282 41637.711.71.000.801.930.4831.7043.3710.59 7213998975.63160.44 134 8 130.0 2.09 290 40833.391.71.000.801.990.4429.6941.367.94 6715913574.55159.86 118 7 110.0 1.99 277 38832.991.71.000.802.000.4329.2040.867.94 6573899373.32159.19 112 6 90.00 1.88 261 36532.531.71.000.802.010.4328.6240.287.94 6407895771.86158.41 104 5 70.00 1.75 228 33235.541.61.000.801.960.4629.3841.0410.38 6529928670.08157.45 103 4 50.00 1.59 220 30631.231.61.000.802.030.4226.9838.657.94 5949836967.76156.20 86 3 30.00 1.37 190 26230.181.51.000.802.050.4125.6437.317.94 5583800364.38154.38 72 2 14.00 1.37 112 15417.151.41.000.802.090.3914.1821.184.73 3047449835.8091.10 42 1 4.00 1.37 11 3511.721.21.000.801.790.636.0010.964.20 82818635.2614.81 24 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5476 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 29836.151.91.000.851.950.4633.7443.328.57 4102553739.1556.09 157 17 277.9 2.59 39 707.181.91.000.851.990.446.538.541.85 96213059.0915.85 31 16 267.9 2.56 133 26230.831.81.000.851.910.4926.9734.548.67 3928539034.1059.60 129 15 250.0 2.51 229 37333.781.81.000.851.990.4431.7041.287.94 5183690062.7592.58 144 14 230.0 2.46 317 45733.561.81.000.851.990.4431.4341.027.94 6636885978.93143.05 140 13 215.9 2.41 108 17919.051.81.000.851.830.5615.5819.445.92 3370468131.6365.31 72 12 205.9 2.38 177 27124.661.81.000.851.890.5120.1325.858.03 4553626146.5896.52 94 11 190.0 2.32 332 46333.081.81.000.852.000.4330.8440.427.94 6969933377.44161.41 131 10 170.0 2.25 322 44832.811.81.000.852.010.4330.5040.087.94 6869923376.58160.95 126 9 150.0 2.17 282 41838.241.71.000.851.930.4831.7043.3710.59 7213998975.63160.44 136 8 130.0 2.09 290 41033.791.71.000.851.990.4429.6941.367.94 6715913574.55159.86 119 7 110.0 1.99 277 39033.391.71.000.852.000.4329.2040.867.94 6573899373.32159.19 113 6 90.00 1.88 261 36732.921.71.000.852.010.4328.6240.287.94 6407895771.86158.41 106 5 70.00 1.75 228 33336.061.61.000.851.960.4629.3841.0410.38 6529928670.08157.45 105 4 50.00 1.59 220 30731.621.61.000.852.030.4226.9838.657.94 5949836967.76156.20 87 3 30.00 1.37 190 26330.581.51.000.852.050.4125.6437.317.94 5583800364.38154.38 73 2 14.00 1.37 112 15517.391.41.000.852.090.3914.1821.184.73 3047449835.8091.10 42 1 4.00 1.37 11 3611.931.21.000.851.790.636.0010.964.20 82818635.2614.81 25 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5499 Page 12 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 30437.431.91.001.001.950.4633.7443.328.57 4102553739.1556.09 163 17 277.9 2.59 39 727.451.91.001.001.990.446.538.541.85 96213059.0915.85 33 16 267.9 2.56 133 26732.131.81.001.001.910.4926.9734.548.67 3928539034.1059.60 134 15 250.0 2.51 229 37834.971.81.001.001.990.4431.7041.287.94 5183690062.7592.58 149 14 230.0 2.46 317 46234.751.81.001.001.990.4431.4341.027.94 6636885978.93143.05 145 13 215.9 2.41 108 18319.931.81.001.001.830.5615.5819.445.92 3370468131.6365.31 75 12 205.9 2.38 177 27525.861.81.001.001.890.5120.1325.858.03 4553626146.5896.52 99 11 190.0 2.32 332 46334.271.81.001.002.000.4330.8440.427.94 6969933377.44161.41 136 ** 10 170.0 2.25 322 44834.001.81.001.002.010.4330.5040.087.94 6869923376.58160.95 131 ** 9 150.0 2.17 282 42439.831.71.001.001.930.4831.7043.3710.59 7213998975.63160.44 142 8 130.0 2.09 290 41434.981.71.001.001.990.4429.6941.367.94 6715913574.55159.86 124 7 110.0 1.99 277 39434.581.71.001.002.000.4329.2040.867.94 6573899373.32159.19 117 6 90.00 1.88 261 37134.111.71.001.002.010.4328.6240.287.94 6407895771.86158.41 109 5 70.00 1.75 228 33837.611.61.001.001.960.4629.3841.0410.38 6529928670.08157.45 109 4 50.00 1.59 220 31032.821.61.001.002.030.4226.9838.657.94 5949836967.76156.20 90 3 30.00 1.37 190 26631.771.51.001.002.050.4125.6437.317.94 5583800364.38154.38 76 2 14.00 1.37 112 15618.101.41.001.002.090.3914.1821.184.73 3047449835.8091.10 44 1 4.00 1.37 11 3712.561.21.001.001.790.636.0010.964.20 82818635.2614.81 26 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5561 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 29635.721.91.000.801.950.4633.7443.328.57 4102553739.1556.09 155 17 277.9 2.59 39 707.081.91.000.801.990.446.538.541.85 96213059.0915.85 31 16 267.9 2.56 133 26030.401.81.000.801.910.4926.9734.548.67 3928539034.1059.60 127 15 250.0 2.51 229 37133.381.81.000.801.990.4431.7041.287.94 5183690062.7592.58 142 14 230.0 2.46 317 45533.171.81.000.801.990.4431.4341.027.94 6636885978.93143.05 138 13 215.9 2.41 108 17818.751.81.000.801.830.5615.5819.445.92 3370468131.6365.31 70 12 205.9 2.38 177 26924.251.81.000.801.890.5120.1325.858.03 4553626146.5896.52 93 11 190.0 2.32 332 46132.681.81.000.802.000.4330.8440.427.94 6969933377.44161.41 129 10 170.0 2.25 322 44632.411.81.000.802.010.4330.5040.087.94 6869923376.58160.95 124 9 150.0 2.17 282 41637.711.71.000.801.930.4831.7043.3710.59 7213998975.63160.44 134 8 130.0 2.09 290 40833.391.71.000.801.990.4429.6941.367.94 6715913574.55159.86 118 7 110.0 1.99 277 38832.991.71.000.802.000.4329.2040.867.94 6573899373.32159.19 112 6 90.00 1.88 261 36532.531.71.000.802.010.4328.6240.287.94 6407895771.86158.41 104 5 70.00 1.75 228 33235.541.61.000.801.960.4629.3841.0410.38 6529928670.08157.45 103 4 50.00 1.59 220 30631.231.61.000.802.030.4226.9838.657.94 5949836967.76156.20 86 3 30.00 1.37 190 26230.181.51.000.802.050.4125.6437.317.94 5583800364.38154.38 72 2 14.00 1.37 112 15417.151.41.000.802.090.3914.1821.184.73 3047449835.8091.10 42 1 4.00 1.37 11 3511.721.21.000.801.790.636.0010.964.20 82818635.2614.81 24 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5476 Page 13 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 29836.151.91.000.851.950.4633.7443.328.57 4102553739.1556.09 157 17 277.9 2.59 39 707.181.91.000.851.990.446.538.541.85 96213059.0915.85 31 16 267.9 2.56 133 26230.831.81.000.851.910.4926.9734.548.67 3928539034.1059.60 129 15 250.0 2.51 229 37333.781.81.000.851.990.4431.7041.287.94 5183690062.7592.58 144 14 230.0 2.46 317 45733.561.81.000.851.990.4431.4341.027.94 6636885978.93143.05 140 13 215.9 2.41 108 17919.051.81.000.851.830.5615.5819.445.92 3370468131.6365.31 72 12 205.9 2.38 177 27124.661.81.000.851.890.5120.1325.858.03 4553626146.5896.52 94 11 190.0 2.32 332 46333.081.81.000.852.000.4330.8440.427.94 6969933377.44161.41 131 10 170.0 2.25 322 44832.811.81.000.852.010.4330.5040.087.94 6869923376.58160.95 126 9 150.0 2.17 282 41838.241.71.000.851.930.4831.7043.3710.59 7213998975.63160.44 136 8 130.0 2.09 290 41033.791.71.000.851.990.4429.6941.367.94 6715913574.55159.86 119 7 110.0 1.99 277 39033.391.71.000.852.000.4329.2040.867.94 6573899373.32159.19 113 6 90.00 1.88 261 36732.921.71.000.852.010.4328.6240.287.94 6407895771.86158.41 106 5 70.00 1.75 228 33336.061.61.000.851.960.4629.3841.0410.38 6529928670.08157.45 105 4 50.00 1.59 220 30731.621.61.000.852.030.4226.9838.657.94 5949836967.76156.20 87 3 30.00 1.37 190 26330.581.51.000.852.050.4125.6437.317.94 5583800364.38154.38 73 2 14.00 1.37 112 15517.391.41.000.852.090.3914.1821.184.73 3047449835.8091.10 42 1 4.00 1.37 11 3611.931.21.000.851.790.636.0010.964.20 82818635.2614.81 25 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5499 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 30437.431.91.001.001.950.4633.7443.328.57 4102553739.1556.09 163 17 277.9 2.59 39 727.451.91.001.001.990.446.538.541.85 96213059.0915.85 33 16 267.9 2.56 133 26732.131.81.001.001.910.4926.9734.548.67 3928539034.1059.60 134 15 250.0 2.51 229 37834.971.81.001.001.990.4431.7041.287.94 5183690062.7592.58 149 14 230.0 2.46 317 46234.751.81.001.001.990.4431.4341.027.94 6636885978.93143.05 145 13 215.9 2.41 108 18319.931.81.001.001.830.5615.5819.445.92 3370468131.6365.31 75 12 205.9 2.38 177 27525.861.81.001.001.890.5120.1325.858.03 4553626146.5896.52 99 11 190.0 2.32 332 46334.271.81.001.002.000.4330.8440.427.94 6969933377.44161.41 136 ** 10 170.0 2.25 322 44834.001.81.001.002.010.4330.5040.087.94 6869923376.58160.95 131 ** 9 150.0 2.17 282 42439.831.71.001.001.930.4831.7043.3710.59 7213998975.63160.44 142 8 130.0 2.09 290 41434.981.71.001.001.990.4429.6941.367.94 6715913574.55159.86 124 7 110.0 1.99 277 39434.581.71.001.002.000.4329.2040.867.94 6573899373.32159.19 117 6 90.00 1.88 261 37134.111.71.001.002.010.4328.6240.287.94 6407895771.86158.41 109 5 70.00 1.75 228 33837.611.61.001.001.960.4629.3841.0410.38 6529928670.08157.45 109 4 50.00 1.59 220 31032.821.61.001.002.030.4226.9838.657.94 5949836967.76156.20 90 3 30.00 1.37 190 26631.771.51.001.002.050.4125.6437.317.94 5583800364.38154.38 76 2 14.00 1.37 112 15618.101.41.001.002.090.3914.1821.184.73 3047449835.8091.10 44 1 4.00 1.37 11 3712.561.21.001.001.790.636.0010.964.20 82818635.2614.81 26 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5561 Page 14 2/13/2017 5:40:26 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 29635.721.91.000.801.950.4633.7443.328.57 4102553739.1556.09 155 17 277.9 2.59 39 707.081.91.000.801.990.446.538.541.85 96213059.0915.85 31 16 267.9 2.56 133 26030.401.81.000.801.910.4926.9734.548.67 3928539034.1059.60 127 15 250.0 2.51 229 37133.381.81.000.801.990.4431.7041.287.94 5183690062.7592.58 142 14 230.0 2.46 317 45533.171.81.000.801.990.4431.4341.027.94 6636885978.93143.05 138 13 215.9 2.41 108 17818.751.81.000.801.830.5615.5819.445.92 3370468131.6365.31 70 12 205.9 2.38 177 26924.251.81.000.801.890.5120.1325.858.03 4553626146.5896.52 93 11 190.0 2.32 332 46132.681.81.000.802.000.4330.8440.427.94 6969933377.44161.41 129 10 170.0 2.25 322 44632.411.81.000.802.010.4330.5040.087.94 6869923376.58160.95 124 9 150.0 2.17 282 41637.711.71.000.801.930.4831.7043.3710.59 7213998975.63160.44 134 8 130.0 2.09 290 40833.391.71.000.801.990.4429.6941.367.94 6715913574.55159.86 118 7 110.0 1.99 277 38832.991.71.000.802.000.4329.2040.867.94 6573899373.32159.19 112 6 90.00 1.88 261 36532.531.71.000.802.010.4328.6240.287.94 6407895771.86158.41 104 5 70.00 1.75 228 33235.541.61.000.801.960.4629.3841.0410.38 6529928670.08157.45 103 4 50.00 1.59 220 30631.231.61.000.802.030.4226.9838.657.94 5949836967.76156.20 86 3 30.00 1.37 190 26230.181.51.000.802.050.4125.6437.317.94 5583800364.38154.38 72 2 14.00 1.37 112 15417.151.41.000.802.090.3914.1821.184.73 3047449835.8091.10 42 1 4.00 1.37 11 3511.721.21.000.801.790.636.0010.964.20 82818635.2614.81 24 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5476 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 2.62 141 29836.151.91.000.851.950.4633.7443.328.57 4102553739.1556.09 157 17 277.9 2.59 39 707.181.91.000.851.990.446.538.541.85 96213059.0915.85 31 16 267.9 2.56 133 26230.831.81.000.851.910.4926.9734.548.67 3928539034.1059.60 129 15 250.0 2.51 229 37333.781.81.000.851.990.4431.7041.287.94 5183690062.7592.58 144 14 230.0 2.46 317 45733.561.81.000.851.990.4431.4341.027.94 6636885978.93143.05 140 13 215.9 2.41 108 17919.051.81.000.851.830.5615.5819.445.92 3370468131.6365.31 72 12 205.9 2.38 177 27124.661.81.000.851.890.5120.1325.858.03 4553626146.5896.52 94 11 190.0 2.32 332 46333.081.81.000.852.000.4330.8440.427.94 6969933377.44161.41 131 10 170.0 2.25 322 44832.811.81.000.852.010.4330.5040.087.94 6869923376.58160.95 126 9 150.0 2.17 282 41838.241.71.000.851.930.4831.7043.3710.59 7213998975.63160.44 136 8 130.0 2.09 290 41033.791.71.000.851.990.4429.6941.367.94 6715913574.55159.86 119 7 110.0 1.99 277 39033.391.71.000.852.000.4329.2040.867.94 6573899373.32159.19 113 6 90.00 1.88 261 36732.921.71.000.852.010.4328.6240.287.94 6407895771.86158.41 106 5 70.00 1.75 228 33336.061.61.000.851.960.4629.3841.0410.38 6529928670.08157.45 105 4 50.00 1.59 220 30731.621.61.000.852.030.4226.9838.657.94 5949836967.76156.20 87 3 30.00 1.37 190 26330.581.51.000.852.050.4125.6437.317.94 5583800364.38154.38 73 2 14.00 1.37 112 15517.391.41.000.852.090.3914.1821.184.73 3047449835.8091.10 42 1 4.00 1.37 11 3611.931.21.000.851.790.636.0010.964.20 82818635.2614.81 25 ** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5499 Page 15 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 64214.040.01.001.002.690.170.009.588.57 011960.0041.80 337 17 277.9 10.37 88 1593.000.01.001.002.680.170.002.011.85 02860.0011.95 71 16 267.9 10.26 327 62413.020.01.001.002.610.190.007.578.67 012190.0044.98 297 15 250.0 10.06 485 79613.400.01.001.002.710.170.009.587.94 014310.0070.24 311 14 230.0 9.82 724 102713.400.01.001.002.710.170.009.587.94 018520.00107.84 304 13 215.9 9.65 322 4898.160.01.001.002.500.230.003.865.92 010920.0048.28 167 12 205.9 9.52 470 70311.340.01.001.002.540.220.005.728.03 014230.0071.43 233 11 190.0 9.30 770 105713.400.01.001.002.710.170.009.587.94 019700.00119.72 287 10 170.0 9.01 746 102413.400.01.001.002.710.170.009.587.94 019700.00119.72 278 9 150.0 8.69 719 104817.310.01.001.002.570.210.0011.6710.59 023130.00119.72 328 8 130.0 8.34 691 96514.610.01.001.002.650.180.0011.677.94 020170.00119.72 275 7 110.0 7.96 658 92014.610.01.001.002.650.180.0011.677.94 020170.00119.72 262 6 90.00 7.51 622 86914.610.01.001.002.650.180.0011.677.94 021250.00119.72 247 5 70.00 6.99 579 84017.090.01.001.002.570.210.0011.6710.38 022980.00119.72 261 4 50.00 6.35 526 73514.610.01.001.002.650.180.0011.677.94 020170.00119.72 209 3 30.00 5.49 454 63514.610.01.001.002.650.180.0011.677.94 020170.00119.72 181 2 14.00 5.48 272 3808.730.01.001.002.650.180.007.004.73 012090.0071.83 108 1 4.00 5.48 45 1157.380.01.001.002.050.410.004.974.20 08620.0011.97 70 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 13028 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 60012.320.01.000.802.690.170.009.588.57 011960.0041.80 296 17 277.9 10.37 88 1502.630.01.000.802.680.170.002.011.85 02860.0011.95 62 16 267.9 10.26 327 58511.280.01.000.802.610.190.007.578.67 012190.0044.98 257 15 250.0 10.06 485 75911.810.01.000.802.710.170.009.587.94 014310.0070.24 274 14 230.0 9.82 724 99111.810.01.000.802.710.170.009.587.94 018520.00107.84 268 13 215.9 9.65 322 4656.980.01.000.802.500.230.003.865.92 010920.0048.28 143 12 205.9 9.52 470 6709.730.01.000.802.540.220.005.728.03 014230.0071.43 200 11 190.0 9.30 770 102311.810.01.000.802.710.170.009.587.94 019700.00119.72 253 10 170.0 9.01 746 99111.810.01.000.802.710.170.009.587.94 019700.00119.72 245 9 150.0 8.69 719 100815.190.01.000.802.570.210.0011.6710.59 023130.00119.72 288 8 130.0 8.34 691 93513.030.01.000.802.650.180.0011.677.94 020170.00119.72 245 7 110.0 7.96 658 89213.030.01.000.802.650.180.0011.677.94 020170.00119.72 233 6 90.00 7.51 622 84213.030.01.000.802.650.180.0011.677.94 021250.00119.72 220 5 70.00 6.99 579 80815.020.01.000.802.570.210.0011.6710.38 022980.00119.72 230 4 50.00 6.35 526 71213.030.01.000.802.650.180.0011.677.94 020170.00119.72 186 3 30.00 5.49 454 61513.030.01.000.802.650.180.0011.677.94 020170.00119.72 161 2 14.00 5.48 272 3697.780.01.000.802.650.180.007.004.73 012090.0071.83 96 1 4.00 5.48 45 1076.540.01.000.802.050.410.004.974.20 08620.0011.97 62 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 12522 Page 16 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 61112.750.01.000.852.690.170.009.588.57 011960.0041.80 306 17 277.9 10.37 88 1522.720.01.000.852.680.170.002.011.85 02860.0011.95 64 16 267.9 10.26 327 59411.720.01.000.852.610.190.007.578.67 012190.0044.98 267 15 250.0 10.06 485 76812.210.01.000.852.710.170.009.587.94 014310.0070.24 283 14 230.0 9.82 724 100012.210.01.000.852.710.170.009.587.94 018520.00107.84 277 13 215.9 9.65 322 4717.270.01.000.852.500.230.003.865.92 010920.0048.28 149 12 205.9 9.52 470 67810.130.01.000.852.540.220.005.728.03 014230.0071.43 208 11 190.0 9.30 770 103212.210.01.000.852.710.170.009.587.94 019700.00119.72 262 10 170.0 9.01 746 99912.210.01.000.852.710.170.009.587.94 019700.00119.72 254 9 150.0 8.69 719 101815.720.01.000.852.570.210.0011.6710.59 023130.00119.72 298 8 130.0 8.34 691 94313.420.01.000.852.650.180.0011.677.94 020170.00119.72 252 7 110.0 7.96 658 89913.420.01.000.852.650.180.0011.677.94 020170.00119.72 241 6 90.00 7.51 622 84913.420.01.000.852.650.180.0011.677.94 021250.00119.72 227 5 70.00 6.99 579 81615.540.01.000.852.570.210.0011.6710.38 022980.00119.72 238 4 50.00 6.35 526 71813.420.01.000.852.650.180.0011.677.94 020170.00119.72 192 3 30.00 5.49 454 62013.420.01.000.852.650.180.0011.677.94 020170.00119.72 166 2 14.00 5.48 272 3718.020.01.000.852.650.180.007.004.73 012090.0071.83 99 1 4.00 5.48 45 1096.750.01.000.852.050.410.004.974.20 08620.0011.97 64 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 12649 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 64214.040.01.001.002.690.170.009.588.57 011960.0041.80 337 17 277.9 10.37 88 1593.000.01.001.002.680.170.002.011.85 02860.0011.95 71 16 267.9 10.26 327 62413.020.01.001.002.610.190.007.578.67 012190.0044.98 297 15 250.0 10.06 485 79613.400.01.001.002.710.170.009.587.94 014310.0070.24 311 14 230.0 9.82 724 102713.400.01.001.002.710.170.009.587.94 018520.00107.84 304 13 215.9 9.65 322 4898.160.01.001.002.500.230.003.865.92 010920.0048.28 167 12 205.9 9.52 470 70311.340.01.001.002.540.220.005.728.03 014230.0071.43 233 11 190.0 9.30 770 105713.400.01.001.002.710.170.009.587.94 019700.00119.72 287 10 170.0 9.01 746 102413.400.01.001.002.710.170.009.587.94 019700.00119.72 278 9 150.0 8.69 719 104817.310.01.001.002.570.210.0011.6710.59 023130.00119.72 328 8 130.0 8.34 691 96514.610.01.001.002.650.180.0011.677.94 020170.00119.72 275 7 110.0 7.96 658 92014.610.01.001.002.650.180.0011.677.94 020170.00119.72 262 6 90.00 7.51 622 86914.610.01.001.002.650.180.0011.677.94 021250.00119.72 247 5 70.00 6.99 579 84017.090.01.001.002.570.210.0011.6710.38 022980.00119.72 261 4 50.00 6.35 526 73514.610.01.001.002.650.180.0011.677.94 020170.00119.72 209 3 30.00 5.49 454 63514.610.01.001.002.650.180.0011.677.94 020170.00119.72 181 2 14.00 5.48 272 3808.730.01.001.002.650.180.007.004.73 012090.0071.83 108 1 4.00 5.48 45 1157.380.01.001.002.050.410.004.974.20 08620.0011.97 70 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 13028 Page 17 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 60012.320.01.000.802.690.170.009.588.57 011960.0041.80 296 17 277.9 10.37 88 1502.630.01.000.802.680.170.002.011.85 02860.0011.95 62 16 267.9 10.26 327 58511.280.01.000.802.610.190.007.578.67 012190.0044.98 257 15 250.0 10.06 485 75911.810.01.000.802.710.170.009.587.94 014310.0070.24 274 14 230.0 9.82 724 99111.810.01.000.802.710.170.009.587.94 018520.00107.84 268 13 215.9 9.65 322 4656.980.01.000.802.500.230.003.865.92 010920.0048.28 143 12 205.9 9.52 470 6709.730.01.000.802.540.220.005.728.03 014230.0071.43 200 11 190.0 9.30 770 102311.810.01.000.802.710.170.009.587.94 019700.00119.72 253 10 170.0 9.01 746 99111.810.01.000.802.710.170.009.587.94 019700.00119.72 245 9 150.0 8.69 719 100815.190.01.000.802.570.210.0011.6710.59 023130.00119.72 288 8 130.0 8.34 691 93513.030.01.000.802.650.180.0011.677.94 020170.00119.72 245 7 110.0 7.96 658 89213.030.01.000.802.650.180.0011.677.94 020170.00119.72 233 6 90.00 7.51 622 84213.030.01.000.802.650.180.0011.677.94 021250.00119.72 220 5 70.00 6.99 579 80815.020.01.000.802.570.210.0011.6710.38 022980.00119.72 230 4 50.00 6.35 526 71213.030.01.000.802.650.180.0011.677.94 020170.00119.72 186 3 30.00 5.49 454 61513.030.01.000.802.650.180.0011.677.94 020170.00119.72 161 2 14.00 5.48 272 3697.780.01.000.802.650.180.007.004.73 012090.0071.83 96 1 4.00 5.48 45 1076.540.01.000.802.050.410.004.974.20 08620.0011.97 62 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 12522 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 61112.750.01.000.852.690.170.009.588.57 011960.0041.80 306 17 277.9 10.37 88 1522.720.01.000.852.680.170.002.011.85 02860.0011.95 64 16 267.9 10.26 327 59411.720.01.000.852.610.190.007.578.67 012190.0044.98 267 15 250.0 10.06 485 76812.210.01.000.852.710.170.009.587.94 014310.0070.24 283 14 230.0 9.82 724 100012.210.01.000.852.710.170.009.587.94 018520.00107.84 277 13 215.9 9.65 322 4717.270.01.000.852.500.230.003.865.92 010920.0048.28 149 12 205.9 9.52 470 67810.130.01.000.852.540.220.005.728.03 014230.0071.43 208 11 190.0 9.30 770 103212.210.01.000.852.710.170.009.587.94 019700.00119.72 262 10 170.0 9.01 746 99912.210.01.000.852.710.170.009.587.94 019700.00119.72 254 9 150.0 8.69 719 101815.720.01.000.852.570.210.0011.6710.59 023130.00119.72 298 8 130.0 8.34 691 94313.420.01.000.852.650.180.0011.677.94 020170.00119.72 252 7 110.0 7.96 658 89913.420.01.000.852.650.180.0011.677.94 020170.00119.72 241 6 90.00 7.51 622 84913.420.01.000.852.650.180.0011.677.94 021250.00119.72 227 5 70.00 6.99 579 81615.540.01.000.852.570.210.0011.6710.38 022980.00119.72 238 4 50.00 6.35 526 71813.420.01.000.852.650.180.0011.677.94 020170.00119.72 192 3 30.00 5.49 454 62013.420.01.000.852.650.180.0011.677.94 020170.00119.72 166 2 14.00 5.48 272 3718.020.01.000.852.650.180.007.004.73 012090.0071.83 99 1 4.00 5.48 45 1096.750.01.000.852.050.410.004.974.20 08620.0011.97 64 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 12649 Page 18 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 64214.040.01.001.002.690.170.009.588.57 011960.0041.80 337 17 277.9 10.37 88 1593.000.01.001.002.680.170.002.011.85 02860.0011.95 71 16 267.9 10.26 327 62413.020.01.001.002.610.190.007.578.67 012190.0044.98 297 15 250.0 10.06 485 79613.400.01.001.002.710.170.009.587.94 014310.0070.24 311 14 230.0 9.82 724 102713.400.01.001.002.710.170.009.587.94 018520.00107.84 304 13 215.9 9.65 322 4898.160.01.001.002.500.230.003.865.92 010920.0048.28 167 12 205.9 9.52 470 70311.340.01.001.002.540.220.005.728.03 014230.0071.43 233 11 190.0 9.30 770 105713.400.01.001.002.710.170.009.587.94 019700.00119.72 287 10 170.0 9.01 746 102413.400.01.001.002.710.170.009.587.94 019700.00119.72 278 9 150.0 8.69 719 104817.310.01.001.002.570.210.0011.6710.59 023130.00119.72 328 8 130.0 8.34 691 96514.610.01.001.002.650.180.0011.677.94 020170.00119.72 275 7 110.0 7.96 658 92014.610.01.001.002.650.180.0011.677.94 020170.00119.72 262 6 90.00 7.51 622 86914.610.01.001.002.650.180.0011.677.94 021250.00119.72 247 5 70.00 6.99 579 84017.090.01.001.002.570.210.0011.6710.38 022980.00119.72 261 4 50.00 6.35 526 73514.610.01.001.002.650.180.0011.677.94 020170.00119.72 209 3 30.00 5.49 454 63514.610.01.001.002.650.180.0011.677.94 020170.00119.72 181 2 14.00 5.48 272 3808.730.01.001.002.650.180.007.004.73 012090.0071.83 108 1 4.00 5.48 45 1157.380.01.001.002.050.410.004.974.20 08620.0011.97 70 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 13028 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 60012.320.01.000.802.690.170.009.588.57 011960.0041.80 296 17 277.9 10.37 88 1502.630.01.000.802.680.170.002.011.85 02860.0011.95 62 16 267.9 10.26 327 58511.280.01.000.802.610.190.007.578.67 012190.0044.98 257 15 250.0 10.06 485 75911.810.01.000.802.710.170.009.587.94 014310.0070.24 274 14 230.0 9.82 724 99111.810.01.000.802.710.170.009.587.94 018520.00107.84 268 13 215.9 9.65 322 4656.980.01.000.802.500.230.003.865.92 010920.0048.28 143 12 205.9 9.52 470 6709.730.01.000.802.540.220.005.728.03 014230.0071.43 200 11 190.0 9.30 770 102311.810.01.000.802.710.170.009.587.94 019700.00119.72 253 10 170.0 9.01 746 99111.810.01.000.802.710.170.009.587.94 019700.00119.72 245 9 150.0 8.69 719 100815.190.01.000.802.570.210.0011.6710.59 023130.00119.72 288 8 130.0 8.34 691 93513.030.01.000.802.650.180.0011.677.94 020170.00119.72 245 7 110.0 7.96 658 89213.030.01.000.802.650.180.0011.677.94 020170.00119.72 233 6 90.00 7.51 622 84213.030.01.000.802.650.180.0011.677.94 021250.00119.72 220 5 70.00 6.99 579 80815.020.01.000.802.570.210.0011.6710.38 022980.00119.72 230 4 50.00 6.35 526 71213.030.01.000.802.650.180.0011.677.94 020170.00119.72 186 3 30.00 5.49 454 61513.030.01.000.802.650.180.0011.677.94 020170.00119.72 161 2 14.00 5.48 272 3697.780.01.000.802.650.180.007.004.73 012090.0071.83 96 1 4.00 5.48 45 1076.540.01.000.802.050.410.004.974.20 08620.0011.97 62 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 12522 Page 19 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 290.0 10.49 304 61112.750.01.000.852.690.170.009.588.57 011960.0041.80 306 17 277.9 10.37 88 1522.720.01.000.852.680.170.002.011.85 02860.0011.95 64 16 267.9 10.26 327 59411.720.01.000.852.610.190.007.578.67 012190.0044.98 267 15 250.0 10.06 485 76812.210.01.000.852.710.170.009.587.94 014310.0070.24 283 14 230.0 9.82 724 100012.210.01.000.852.710.170.009.587.94 018520.00107.84 277 13 215.9 9.65 322 4717.270.01.000.852.500.230.003.865.92 010920.0048.28 149 12 205.9 9.52 470 67810.130.01.000.852.540.220.005.728.03 014230.0071.43 208 11 190.0 9.30 770 103212.210.01.000.852.710.170.009.587.94 019700.00119.72 262 10 170.0 9.01 746 99912.210.01.000.852.710.170.009.587.94 019700.00119.72 254 9 150.0 8.69 719 101815.720.01.000.852.570.210.0011.6710.59 023130.00119.72 298 8 130.0 8.34 691 94313.420.01.000.852.650.180.0011.677.94 020170.00119.72 252 7 110.0 7.96 658 89913.420.01.000.852.650.180.0011.677.94 020170.00119.72 241 6 90.00 7.51 622 84913.420.01.000.852.650.180.0011.677.94 021250.00119.72 227 5 70.00 6.99 579 81615.540.01.000.852.570.210.0011.6710.38 022980.00119.72 238 4 50.00 6.35 526 71813.420.01.000.852.650.180.0011.677.94 020170.00119.72 192 3 30.00 5.49 454 62013.420.01.000.852.650.180.0011.677.94 020170.00119.72 166 2 14.00 5.48 272 3718.020.01.000.852.650.180.007.004.73 012090.0071.83 99 1 4.00 5.48 45 1096.750.01.000.852.050.410.004.974.20 08620.0011.97 64 ** = Section Force Exceeds Solidity Ratio Criteria 29312 0 12649 Page 20 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 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 0.05 0.05 0.03 1.30 1.28 36.88 2.60 1): d1): k k 1.06 (Based on ASCE7-10 Chapters 11, 12 & 15) e): s): ds): a: v: s):s s: s: - Seconds): L Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height vx z 18 1,4850.0631,705,271,196 163290.00 17 3550.014385,897286 37277.90 16 1,5140.0581,570,341,219 150267.90 15 1,7780.0621,687,831,431 161250.00 14 2,3000.0721,962,721,852 187230.00 13 1,3570.0391,068,001,092 102215.97 12 1,7680.0481,309,631,423 125205.97 11 2,4470.0601,634,611,970 156190.00 10 2,4470.0521,417,551,970 135170.00 9 2,8730.0521,417,822,313 135150.00 8 2,5050.0381,029,162,017 98130.00 7 2,5050.030830,9052,017 79110.00 6 2,6400.025677,1872,125 6590.00 5 2,8540.019530,6232,298 5170.00 4 2,5050.011302,6402,017 2950.00 3 2,5050.006157,3072,017 1530.00 2 1,5010.00135,5221,209 314.00 1 1,0710.0005,093862 04.00 Andrew E15S09P80 660.00378,65053 7300.00 Commscope SBNHH-1D65A 420.00249,90134 5300.00 Commscope SBNHH-1D65C 2460.011295,534198 28300.00 Ericsson RRUS A2 Module 820.00498,31366 9300.00 Ericsson RRUS-11 800 MHz 2010.009241,313162 23300.00 Ericsson RRUS-12 B2 2160.010259,188174 25300.00 Page 21 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Equivalent Lateral Force Method Kathrein 741 989 410.00249,15633 5300.00 Kathrein 742 213 1090.005131,08388 12300.00 Powerwave Allgon P45-16-XLH-RR 560.00267,03145 6300.00 Raycap DC6-48-60-18-8F 390.00247,36932 5300.00 Raycap DC6-48-60-18-8F 410.00248,85833 5300.00 Round Sector Frame 1,1180.0491,340,62900 128300.00 CCI TTA-815D 250.00128,02320 3286.00 Powerwave 7745.00A 2240.009252,204180 24286.00 Powerwave LGP186nn 370.00241,61430 4286.00 Round Sector Frame 1,1180.0461,261,01900 120286.00 Torque Arms 6210.025669,344500 64276.00 Comsat PCSA065-19-2 1830.006176,750148 17253.00 Decibel DB810KE-XT 1790.006172,439144 16253.00 Round Sector Frame 1,1180.0401,077,74900 103253.00 Antel BXA-70063-8CF-EDIN-2 890.00380,58672 8240.00 Antel BXA-70080/8CF 930.00383,94475 8240.00 Antel LPA-185090/8CF-2 260.00123,50421 2240.00 Antel WWX063X19G00 1220.004109,79998 10240.00 Ericsson RRUS-32 2050.007185,013165 18240.00 Flat Light Sector Frame 1,4900.0491,343,101,200 128240.00 Raycap RRFDC-3315-PF-48 400.00135,81632 3240.00 RFS FD9R6004/1C-3L 230.00120,81819 2240.00 Antel BXA-80063/8 890.00375,46272 7228.00 KMW ET-X-CW-45-19-iR-AT 2790.009235,817225 22228.00 KMW KASCTPR82008 50.0004,0884 0228.00 Stand-off 5590.017471,635450 45228.00 Torque Arms 6210.018497,690500 47219.00 36,884 27,281,581 1.000 2,601 45,811 Page 22 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 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 1.06 1): d1): ds): (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) s): e): a: v: Section (ft) Height Weight (lb)a b c S Horizontal Force (lb)(lb) Force Vertical LoadCase (1.2 + 0.2Sds) * DL + E Seismic Above Base az 18 1,4850.3860.9201.3891.7661,196 240290.00 17 3550.3030.7000.8481.622286 45277.90 16 1,5140.2450.5510.5191.5071,219 155267.90 15 1,7780.1650.3470.1381.3121,431 123250.00 14 2,3000.1070.194-0.0641.1111,852 103230.00 13 1,3570.0840.121-0.1140.9791,092 48215.97 12 1,7680.0740.084-0.1220.8911,423 55205.97 11 2,4470.0660.043-0.1030.7581,970 68190.00 10 2,4470.0630.015-0.0550.6071,970 65170.00 9 2,8730.0620.006-0.0060.4722,313 74150.00 8 2,5050.0580.0080.0310.3552,017 61130.00 7 2,5050.0510.0170.0550.2542,017 54110.00 6 2,6400.0430.0270.0660.1702,125 4890.00 5 2,8540.0350.0370.0710.1032,298 4270.00 4 2,5050.0290.0420.0710.0532,017 3050.00 3 2,5050.0220.0370.0630.0192,017 2330.00 2 1,5010.0140.0230.0420.0041,209 914.00 1 1,0710.0050.0080.0150.000862 24.00 Andrew E15S09P80 660.4661.1401.9801.89053 13300.00 Commscope SBNHH-1D65A 420.4661.1401.9801.89034 8300.00 Commscope SBNHH-1D65C 2460.4661.1401.9801.890198 48300.00 Ericsson RRUS A2 Module 820.4661.1401.9801.89066 16300.00 Ericsson RRUS-11 800 MHz 2010.4661.1401.9801.890162 39300.00 Ericsson RRUS-12 B2 2160.4661.1401.9801.890174 42300.00 Kathrein 741 989 410.4661.1401.9801.89033 8300.00 Kathrein 742 213 1090.4661.1401.9801.89088 21300.00 Powerwave Allgon P45-16-XLH-560.4661.1401.9801.89045 11300.00 Raycap DC6-48-60-18-8F 390.4661.1401.9801.89032 8300.00 Raycap DC6-48-60-18-8F 410.4661.1401.9801.89033 8300.00 Round Sector Frame 1,1180.4661.1401.9801.890900 218300.00 CCI TTA-815D 250.3570.8421.1911.71820 4286.00 Powerwave 7745.00A 2240.3570.8421.1911.718180 33286.00 Powerwave LGP186nn 370.3570.8421.1911.71830 6286.00 Round Sector Frame 1,1180.3570.8421.1911.718900 167286.00 Torque Arms 6210.2910.6700.7781.600500 76276.00 Comsat PCSA065-19-2 1830.1760.3770.1861.344148 14253.00 Decibel DB810KE-XT 1790.1760.3770.1861.344144 13253.00 Round Sector Frame 1,1180.1760.3770.1861.344900 82253.00 Antel BXA-70063-8CF-EDIN-2 890.1320.2620.0141.21072 5240.00 Page 23 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Equivalent Modal Analysis Method Antel BXA-70080/8CF 930.1320.2620.0141.21075 5240.00 Antel LPA-185090/8CF-2 260.1320.2620.0141.21021 1240.00 Antel WWX063X19G00 1220.1320.2620.0141.21098 7240.00 Ericsson RRUS-32 2050.1320.2620.0141.210165 11240.00 Flat Light Sector Frame 1,4900.1320.2620.0141.2101,200 82240.00 Raycap RRFDC-3315-PF-48 400.1320.2620.0141.21032 2240.00 RFS FD9R6004/1C-3L 230.1320.2620.0141.21019 1240.00 Antel BXA-80063/8 890.1030.182-0.0741.09272 4228.00 KMW ET-X-CW-45-19-iR-AT 2790.1030.182-0.0741.092225 12228.00 KMW KASCTPR82008 50.1030.182-0.0741.0924 0228.00 Stand-off 5590.1030.182-0.0741.092450 24228.00 Torque Arms 6210.0880.135-0.1081.007500 23219.00 36,884 62.218 32.408 24.987 11.210 2,258 45,811 Page 24 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 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 -0.13 -91.96 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 70 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 18.35 0.00 1.2D + 1.0Di + 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 Blk Shear phit Pn (kip) 0.00 0.00 Section:12.000Height (ft):8.00Bot Elev (ft):2 930A12SB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.78 0.00 -85.96 1.2D + 1.0Di + 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 71 Member X Member Z366.967.95114.9436.0127.750 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 1.49 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 4.72 31 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.92 Section:20.000Height (ft):20.00Bot Elev (ft):3 930ASB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -0.85 0.00 -85.51 1.2D + 1.0Di + 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 71 Member X Member Z176.967.95114.8736.0128.850 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 0.93 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 4.72 19 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.92 Page 25 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 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 -1.24 0.00 -83.21 1.2D + 1.0Di + 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 Z256.967.95114.8736.0128.850 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 1.33 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 4.72 28 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.92 Section:20.000Height (ft):60.00Bot Elev (ft):5 930CGAL3SB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -2.77 0.00 -79.38 1.2D + 1.0Di + 1.2D + 1.6W 90 6.395 0.000 3.93 100 0 50 50 0 100 100 41.4 50.0 119.89 0 0 0.00 0.00 66 Member X Member Z2713.0512.431110.1636.0113.950 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG DAL - 2.5X2X0.25 SAE - 1.75X1.75X0.18 2.76 9.24 0.00 1.2D + 1.6W 240 1.2D + 1.6W 90 36 36 0 0 58 58 15.67 0 2 1 0.00 55.22 0 2 1 12.43 35.78 0.00 0.00 28.78 8.94 32 32 0 Bolt Bear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 31.22 8.52 Section:20.000Height (ft):80.00Bot Elev (ft):6 930BSB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.1875 -3.03 0.00 -71.43 1.2D + 1.0Di + 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 59 Member X Member Z4310.447.95117.0436.0130.150 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 2.43 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 7.09 34 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.38 Page 26 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 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 -1.11 0.00 -69.84 1.2D + 1.0Di + 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 58 Member X Member Z226.967.95114.8736.0128.850 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 1.14 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 4.72 24 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.92 Section:20.000Height (ft):120.0Bot Elev (ft):8 930ASB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.61 0.00 -67.44 1.2D + 1.0Di + 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 56 Member X Member Z336.967.95114.8736.0128.850 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 1.71 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 4.72 36 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.92 Section:20.000Height (ft):140.0Bot Elev (ft):9 930CGAL2SB DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -3.29 0.00 -79.59 1.2D + 1.6W 1.2D + 1.6W 6.395 0.000 3.93 100 0 50 50 0 100 100 41.4 50.0 119.89 0 0 0.00 0.00 66 Member X Member Z3213.0512.431110.1636.0113.950 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG DAL - 3X2X0.25 SAE - 1.75X1.75X0.18 3.32 10.50 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 70.54 8.94 39 19 0 Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 53.43 8.52 Page 27 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Force/Stress Summary Section:20.000Height (ft):160.0Bot Elev (ft):10 925BBSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -3.17 0.00 -79.60 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 94 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 SAE - 1.5X1.5X0.1875 2.63 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 7.09 37 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.38 Section:20.000Height (ft):180.0Bot Elev (ft):11 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -1.28 0.00 -56.87 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 67 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 1.24 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 7.09 17 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.38 Section:11.934Height (ft):200.0Bot Elev (ft):12 925ETAXSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 2X2X0.25 -3.15 0.00 -56.19 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 66 Member X Member Z1834.8024.861217.4036.0103.150 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 SAU - 4X3X0.25 SAE - 2X2X0.25 2.73 1.76 0.00 1.2D + 1.0Di + 1.2D + 1.6W 36 36 0 0 58 58 24.55 0 2 2 0.00 49.02 0 1 1 24.86 24.86 0.00 0.00 29.32 29.32 13 7 0 Bolt Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 35.27 19.91 Page 28 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Force/Stress Summary Section:8.066Height (ft):211.9Bot Elev (ft):13 925ETAXSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.25 SAE - 2X2X0.25 -5.76 -13.89 -69.46 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.354 5.042 3.87 100 90 50 50 90 100 100 50.2 50.0 84.19 0 0 0.00 0.00 82 Member X Member Y Member Z3334.8024.861217.4036.0103.150 90 149.7 36.0 18.94 4 2 49.72 69.60 73 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 5.29 17.61 22.75 1.2D + 1.6W 180 1.2D + 1.6W 60 1.2D + 1.6W 36 36 50 65 58 58 24.55 0 4 2 101.25 49.10 0 2 1 24.86 49.72 0.00 0.00 58.64 29.32 26 44 22 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 39.82 19.91 Section:20.000Height (ft):220.0Bot Elev (ft):14 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -5.28 0.00 -68.44 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 81 Member X Member Z7510.447.95117.0436.0130.150 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 5.05 0.00 22.90 1.2D + 1.6W 180 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 7.09 71 0 22 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.38 Section:20.000Height (ft):240.0Bot Elev (ft):15 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -1.45 0.00 -28.51 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 33 Member X Member Z2010.447.95117.0436.0130.150 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 1.58 0.00 0.00 1.2D + 1.6W 210 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 7.09 22 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.38 Page 29 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Force/Stress Summary Section:15.802Height (ft):260.0Bot Elev (ft):16 925CTL164SB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.75X1.75X0.18 -5.43 0.00 -30.15 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 35 Member X Member Z5313.0512.431110.2336.0113.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG DAL - 3X2X0.25 SAE - 1.75X1.75X0.18 1.89 20.66 0.00 1.2D + 1.6W 1.2D + 1.6W 120 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 70.54 8.94 22 38 0 Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 53.43 8.52 Section:4.198Height (ft):275.8Bot Elev (ft):17 925CTL164SB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE 0.00 0.00 -31.12 1.2D + 1.6W 0.000 0.000 3.87 100 0 0 0 0 100 100 50.2 50.0 84.19 0 0 0.00 0.00 36 Member X 0.000.00000.000.00.00 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.75X1.75X0.18 5.92 0.00 19.55 1.2D + 1.6W 60 1.2D + 1.6W 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 8.94 69 0 19 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 8.52 Section:20.000Height (ft):280.0Bot Elev (ft):18 925BSB DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.125 SAE - 1.5X1.5X0.1875 -4.17 -0.56 -23.81 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 23 Member X Member Z Member Z5910.447.95117.0436.0130.150 100 204.4 36.0 1.95 0 0 0.00 0.00 28 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 2.35 0.74 20.04 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 7.09 33 6 19 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 Blk Shear phit Pn (kip) 0.00 7.38 Page 30 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Force/Stress Summary Maximum Reactions Summary Base Vertical (kip) Horizontal (kip) 258.17 2.90 -84.21 77.59 Anch1 Page 31 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Force/Stress Summary Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) -7.00180.00 0 83.26 77.50 -2.00180.00 240 81.24 77.57 -9.00180.00 120 84.21 77.59 Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W 210 deg A1 29 25.44 17.81 7079.66 5/8 EHS 1.2D + 1.6W 210 deg A1 56 34.98 26.42 76159.66 3/4 EHS 1.2D + 1.6W 330 deg A1b T3a 25.44 19.27 76219.66 5/8 EHS 1.2D + 1.6W 210 deg A1 T4b 25.44 17.55 69275.80 5/8 EHS Page 32 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 95 mph Normal to Face with No Ice 2.200 1.1544219.67 -0.0178 1.1545 95 mph Normal to Face with No Ice 2.341 0.9917228.07 -0.0182 0.9918 95 mph Normal to Face with No Ice 2.553 1.1877240.00 -0.0188 1.1878 95 mph Normal to Face with No Ice 2.768 1.1928251.93 -0.0193 1.1934 95 mph Normal to Face with No Ice 3.201 2.1130275.80 -0.0190 2.1131 95 mph Normal to Face with No Ice 3.370 1.1370284.20 -0.0192 1.1371 95 mph Normal to Face with No Ice 3.693 1.2716300.00 -0.0192 1.2718 95 mph 60 degree with No Ice 1.116 0.7205219.67 0.0699 0.7232 95 mph 60 degree with No Ice 1.196 0.5714228.07 0.0755 0.5752 95 mph 60 degree with No Ice 1.317 0.7146240.00 0.0822 0.7181 95 mph 60 degree with No Ice 1.436 0.5062251.93 0.0874 0.5114 95 mph 60 degree with No Ice 1.666 1.2031275.80 0.0198 1.2033 95 mph 60 degree with No Ice 1.763 0.6309284.20 0.0220 0.6313 95 mph 60 degree with No Ice 1.949 0.7852300.00 0.0221 0.7853 95 mph 90 degree with No Ice 1.839 0.9774219.67 -0.0452 0.9795 95 mph 90 degree with No Ice 1.957 0.8301228.07 -0.0476 0.8327 95 mph 90 degree with No Ice 2.134 0.9895240.00 -0.0512 0.9925 95 mph 90 degree with No Ice 2.312 0.7029251.93 -0.0535 0.7074 95 mph 90 degree with No Ice 2.666 1.8305275.80 -0.0392 1.8313 95 mph 90 degree with No Ice 2.807 0.9441284.20 -0.0340 0.9457 95 mph 90 degree with No Ice 3.076 1.0681300.00 -0.0338 1.0696 95 mph 120 degree with No Ice 2.184 1.1424219.67 -0.0740 1.1455 95 mph 120 degree with No Ice 2.322 0.9752228.07 -0.0786 0.9794 95 mph 120 degree with No Ice 2.530 1.1645240.00 -0.0830 1.1686 95 mph 120 degree with No Ice 2.741 0.9417251.93 -0.0853 0.9494 95 mph 120 degree with No Ice 3.162 2.0865275.80 0.0104 2.0865 95 mph 120 degree with No Ice 3.328 1.1130284.20 0.0214 1.1130 95 mph 120 degree with No Ice 3.644 1.2476300.00 0.0228 1.2477 95 mph 180 degree with No Ice 1.160 0.7336219.67 0.0174 0.7337 95 mph 180 degree with No Ice 1.241 0.5888228.07 0.0200 0.5889 95 mph 180 degree with No Ice 1.367 0.7382240.00 0.0222 0.7383 95 mph 180 degree with No Ice 1.491 0.7385251.93 0.0251 0.7390 95 mph 180 degree with No Ice 1.731 1.2120275.80 0.0190 1.2121 95 mph 180 degree with No Ice 1.831 0.6519284.20 0.0215 0.6522 95 mph 180 degree with No Ice 2.024 0.8072300.00 0.0216 0.8073 95 mph 210 degree with No Ice 1.901 0.9938219.67 0.0744 0.9953 95 mph 210 degree with No Ice 2.021 0.8495228.07 0.0793 0.8517 95 mph 210 degree with No Ice 2.202 1.0140240.00 0.0859 1.0156 95 mph 210 degree with No Ice 2.386 0.9194251.93 0.0897 0.9238 95 mph 210 degree with No Ice 2.751 1.8543275.80 -0.0410 1.8551 95 mph 210 degree with No Ice 2.894 0.9673284.20 -0.0525 0.9689 95 mph 210 degree with No Ice 3.170 1.0918300.00 -0.0544 1.0932 95 mph 240 degree with No Ice 2.246 1.1536219.67 0.1141 1.1582 95 mph 240 degree with No Ice 2.386 0.9863228.07 0.1207 0.9922 95 mph 240 degree with No Ice 2.596 1.1763240.00 0.1324 1.1821 95 mph 240 degree with No Ice 2.809 0.9519251.93 0.1395 0.9621 95 mph 240 degree with No Ice 3.235 2.0985275.80 0.0110 2.0985 95 mph 240 degree with No Ice 3.402 1.1229284.20 0.0222 1.1229 95 mph 240 degree with No Ice 3.721 1.2575300.00 0.0237 1.2575 95 mph 300 degree with No Ice 1.181 0.7356219.67 -0.0823 0.7393 95 mph 300 degree with No Ice 1.263 0.5864228.07 -0.0883 0.5915 95 mph 300 degree with No Ice 1.387 0.7320240.00 -0.0953 0.7367 95 mph 300 degree with No Ice 1.510 0.5231251.93 -0.1009 0.5300 95 mph 300 degree with No Ice 1.745 1.2189275.80 -0.0311 1.2193 95 mph 300 degree with No Ice 1.844 0.6438284.20 -0.0335 0.6447 Page 33 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 95 mph 300 degree with No Ice 2.034 0.7983300.00 -0.0336 0.7986 95 mph 330 degree with No Ice 1.898 1.0012219.67 -0.1261 1.0091 95 mph 330 degree with No Ice 2.019 0.8582228.07 -0.1348 0.8688 95 mph 330 degree with No Ice 2.203 1.0268240.00 -0.1465 1.0372 95 mph 330 degree with No Ice 2.389 1.0143251.93 -0.1556 1.0254 95 mph 330 degree with No Ice 2.760 1.8729275.80 -0.0850 1.8748 95 mph 330 degree with No Ice 2.906 0.9803284.20 -0.0869 0.9842 95 mph 330 degree with No Ice 3.185 1.1044300.00 -0.0875 1.1079 30 mph Normal with 0.75 in Radial Ice 0.117 0.0402219.67 -0.0012 0.0403 30 mph Normal with 0.75 in Radial Ice 0.119 0.0207228.07 -0.0013 0.0210 30 mph Normal with 0.75 in Radial Ice 0.124 0.0316240.00 0.0016 0.0318 30 mph Normal with 0.75 in Radial Ice 0.127 0.0389251.93 0.0018 0.0392 30 mph Normal with 0.75 in Radial Ice 0.132 1.1220275.80 0.0021 1.1220 30 mph Normal with 0.75 in Radial Ice 0.135 0.0544284.20 -0.0019 0.0545 30 mph Normal with 0.75 in Radial Ice 0.141 0.0332300.00 -0.0019 0.0334 30 mph 60 deg with 0.75 in Radial Ice 0.118 0.0563219.67 0.0019 0.0563 30 mph 60 deg with 0.75 in Radial Ice 0.124 0.0463228.07 0.0021 0.0463 30 mph 60 deg with 0.75 in Radial Ice 0.133 0.0631240.00 0.0025 0.0631 30 mph 60 deg with 0.75 in Radial Ice 0.141 0.0390251.93 0.0028 0.0390 30 mph 60 deg with 0.75 in Radial Ice 0.157 1.1034275.80 0.0023 1.1034 30 mph 60 deg with 0.75 in Radial Ice 0.164 0.0725284.20 0.0020 0.0726 30 mph 60 deg with 0.75 in Radial Ice 0.178 0.0648300.00 0.0020 0.0648 30 mph 90 deg with 0.75 in Radial Ice 0.111 0.0459219.67 0.0094 0.0464 30 mph 90 deg with 0.75 in Radial Ice 0.115 0.0354228.07 0.0100 0.0359 30 mph 90 deg with 0.75 in Radial Ice 0.121 0.0492240.00 0.0109 0.0496 30 mph 90 deg with 0.75 in Radial Ice 0.127 0.0194251.93 0.0118 0.0206 30 mph 90 deg with 0.75 in Radial Ice 0.136 1.1106275.80 0.0131 1.1106 30 mph 90 deg with 0.75 in Radial Ice 0.141 0.0647284.20 0.0125 0.0659 30 mph 90 deg with 0.75 in Radial Ice 0.150 0.0508300.00 0.0125 0.0514 30 mph 120 deg with 0.75 in Radial Ice 0.110 0.0380219.67 0.0025 0.0380 30 mph 120 deg with 0.75 in Radial Ice 0.112 0.0182228.07 0.0028 0.0184 30 mph 120 deg with 0.75 in Radial Ice 0.116 0.0283240.00 0.0032 0.0285 30 mph 120 deg with 0.75 in Radial Ice 0.119 0.0253251.93 0.0036 0.0255 30 mph 120 deg with 0.75 in Radial Ice 0.122 1.1200275.80 0.0044 1.1200 30 mph 120 deg with 0.75 in Radial Ice 0.124 0.0509284.20 0.0036 0.0509 30 mph 120 deg with 0.75 in Radial Ice 0.130 0.0299300.00 0.0036 0.0301 30 mph 180 deg with 0.75 in Radial Ice 0.136 0.0597219.67 0.0032 0.0597 30 mph 180 deg with 0.75 in Radial Ice 0.142 0.0502228.07 0.0035 0.0502 30 mph 180 deg with 0.75 in Radial Ice 0.152 0.0686240.00 0.0039 0.0686 30 mph 180 deg with 0.75 in Radial Ice 0.161 0.0697251.93 0.0044 0.0697 30 mph 180 deg with 0.75 in Radial Ice 0.179 1.1068275.80 0.0045 1.1068 30 mph 180 deg with 0.75 in Radial Ice 0.186 0.0750284.20 0.0042 0.0750 30 mph 180 deg with 0.75 in Radial Ice 0.201 0.0686300.00 0.0043 0.0686 30 mph 210 deg with 0.75 in Radial Ice 0.133 0.0503219.67 0.0103 0.0508 30 mph 210 deg with 0.75 in Radial Ice 0.138 0.0397228.07 0.0109 0.0403 30 mph 210 deg with 0.75 in Radial Ice 0.145 0.0554240.00 0.0119 0.0559 30 mph 210 deg with 0.75 in Radial Ice 0.152 0.0573251.93 0.0130 0.0577 30 mph 210 deg with 0.75 in Radial Ice 0.163 1.1140275.80 0.0144 1.1140 30 mph 210 deg with 0.75 in Radial Ice 0.168 0.0672284.20 0.0137 0.0686 30 mph 210 deg with 0.75 in Radial Ice 0.179 0.0554300.00 0.0137 0.0561 30 mph 240 deg with 0.75 in Radial Ice 0.133 0.0418219.67 0.0028 0.0418 30 mph 240 deg with 0.75 in Radial Ice 0.135 0.0212228.07 0.0031 0.0213 30 mph 240 deg with 0.75 in Radial Ice 0.139 0.0316240.00 0.0035 0.0317 30 mph 240 deg with 0.75 in Radial Ice 0.143 0.0241251.93 0.0040 0.0242 30 mph 240 deg with 0.75 in Radial Ice 0.147 1.1252275.80 0.0044 1.1252 30 mph 240 deg with 0.75 in Radial Ice 0.150 0.0531284.20 0.0036 0.0531 30 mph 240 deg with 0.75 in Radial Ice 0.156 0.0321300.00 0.0036 0.0322 30 mph 300 deg with 0.75 in Radial Ice 0.143 0.0596219.67 -0.0033 0.0596 30 mph 300 deg with 0.75 in Radial Ice 0.149 0.0494228.07 -0.0036 0.0494 30 mph 300 deg with 0.75 in Radial Ice 0.158 0.0673240.00 -0.0042 0.0673 30 mph 300 deg with 0.75 in Radial Ice 0.168 0.0407251.93 -0.0047 0.0407 30 mph 300 deg with 0.75 in Radial Ice 0.184 1.1113275.80 -0.0044 1.1113 Page 34 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 30 mph 300 deg with 0.75 in Radial Ice 0.191 0.0731284.20 -0.0040 0.0732 30 mph 300 deg with 0.75 in Radial Ice 0.206 0.0663300.00 -0.0041 0.0663 30 mph 330 deg with 0.75 in Radial Ice 0.131 0.0496219.67 0.0077 0.0498 30 mph 330 deg with 0.75 in Radial Ice 0.135 0.0394228.07 0.0081 0.0396 30 mph 330 deg with 0.75 in Radial Ice 0.143 0.0549240.00 0.0088 0.0551 30 mph 330 deg with 0.75 in Radial Ice 0.150 0.0426251.93 0.0096 0.0428 30 mph 330 deg with 0.75 in Radial Ice 0.161 1.1167275.80 0.0114 1.1167 30 mph 330 deg with 0.75 in Radial Ice 0.167 0.0649284.20 0.0107 0.0658 30 mph 330 deg with 0.75 in Radial Ice 0.178 0.0541300.00 0.0108 0.0544 Seismic Normal M1 0.049 0.0548219.67 -0.0002 0.0548 Seismic Normal M1 0.056 0.0460228.07 -0.0002 0.0460 Seismic Normal M1 0.066 0.0542240.00 -0.0003 0.0542 Seismic Normal M1 0.076 0.0509251.93 -0.0004 0.0509 Seismic Normal M1 0.098 0.4686275.80 -0.0006 0.4686 Seismic Normal M1 0.107 0.0729284.20 -0.0006 0.0729 Seismic Normal M1 0.123 0.0641300.00 -0.0005 0.0641 Seismic Normal M2 0.038 0.0700219.67 -0.0002 0.0700 Seismic Normal M2 0.048 0.0686228.07 -0.0002 0.0686 Seismic Normal M2 0.063 0.0862240.00 -0.0003 0.0862 Seismic Normal M2 0.081 0.0877251.93 -0.0003 0.0877 Seismic Normal M2 0.119 0.5061275.80 -0.0005 0.5061 Seismic Normal M2 0.136 0.1187284.20 -0.0005 0.1187 Seismic Normal M2 0.166 0.1142300.00 -0.0005 0.1142 Seismic 60 deg M1 0.043 0.0481219.67 0.0001 0.0481 Seismic 60 deg M1 0.048 0.0426228.07 0.0002 0.0426 Seismic 60 deg M1 0.057 0.0508240.00 0.0002 0.0508 Seismic 60 deg M1 0.067 0.0457251.93 0.0003 0.0457 Seismic 60 deg M1 0.086 0.4545275.80 0.0001 0.4545 Seismic 60 deg M1 0.094 0.0618284.20 0.0002 0.0618 Seismic 60 deg M1 0.109 0.0599300.00 0.0002 0.0599 Seismic 60 deg M2 0.032 0.0602219.67 0.0002 0.0602 Seismic 60 deg M2 0.040 0.0616228.07 0.0002 0.0616 Seismic 60 deg M2 0.054 0.0784240.00 0.0003 0.0784 Seismic 60 deg M2 0.069 0.0782251.93 0.0003 0.0782 Seismic 60 deg M2 0.104 0.4726275.80 -0.0001 0.4726 Seismic 60 deg M2 0.118 0.1032284.20 0.0002 0.1032 Seismic 60 deg M2 0.146 0.1059300.00 0.0002 0.1059 Seismic 90 deg M1 0.045 0.0512219.67 0.0002 0.0512 Seismic 90 deg M1 0.051 0.0446228.07 0.0002 0.0446 Seismic 90 deg M1 0.060 0.0527240.00 0.0003 0.0527 Seismic 90 deg M1 0.070 0.0486251.93 0.0003 0.0486 Seismic 90 deg M1 0.091 0.4652275.80 0.0001 0.4652 Seismic 90 deg M1 0.099 0.0693284.20 0.0003 0.0693 Seismic 90 deg M1 0.116 0.0625300.00 0.0003 0.0625 Seismic 90 deg M2 0.034 0.0651219.67 0.0002 0.0651 Seismic 90 deg M2 0.043 0.0653228.07 0.0003 0.0653 Seismic 90 deg M2 0.057 0.0821240.00 0.0003 0.0821 Seismic 90 deg M2 0.074 0.0831251.93 0.0004 0.0831 Seismic 90 deg M2 0.111 0.4970275.80 -0.0002 0.4970 Seismic 90 deg M2 0.126 0.1128284.20 0.0002 0.1128 Seismic 90 deg M2 0.155 0.1104300.00 0.0003 0.1104 Seismic 120 deg M1 0.048 0.0550219.67 0.0003 0.0550 Seismic 120 deg M1 0.054 0.0462228.07 0.0004 0.0462 Seismic 120 deg M1 0.064 0.0543240.00 0.0005 0.0543 Seismic 120 deg M1 0.075 0.0511251.93 0.0006 0.0511 Seismic 120 deg M1 0.096 0.4699275.80 0.0005 0.4699 Seismic 120 deg M1 0.106 0.0733284.20 0.0006 0.0733 Seismic 120 deg M1 0.123 0.0644300.00 0.0007 0.0644 Seismic 120 deg M2 0.037 0.0702219.67 0.0003 0.0702 Seismic 120 deg M2 0.046 0.0688228.07 0.0004 0.0688 Seismic 120 deg M2 0.062 0.0864240.00 0.0005 0.0864 Seismic 120 deg M2 0.079 0.0880251.93 0.0006 0.0880 Page 35 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Seismic 120 deg M2 0.118 0.5073275.80 0.0004 0.5073 Seismic 120 deg M2 0.135 0.1191284.20 0.0006 0.1191 Seismic 120 deg M2 0.165 0.1146300.00 0.0006 0.1146 Seismic 180 deg M1 0.047 0.0484219.67 0.0004 0.0484 Seismic 180 deg M1 0.053 0.0428228.07 0.0004 0.0428 Seismic 180 deg M1 0.062 0.0513240.00 0.0005 0.0513 Seismic 180 deg M1 0.072 0.0459251.93 0.0007 0.0459 Seismic 180 deg M1 0.091 0.4543275.80 0.0006 0.4543 Seismic 180 deg M1 0.099 0.0616284.20 0.0008 0.0616 Seismic 180 deg M1 0.114 0.0598300.00 0.0008 0.0598 Seismic 180 deg M2 0.036 0.0607219.67 0.0004 0.0607 Seismic 180 deg M2 0.045 0.0621228.07 0.0005 0.0621 Seismic 180 deg M2 0.058 0.0793240.00 0.0006 0.0793 Seismic 180 deg M2 0.074 0.0788251.93 0.0007 0.0788 Seismic 180 deg M2 0.109 0.4725275.80 0.0004 0.4725 Seismic 180 deg M2 0.124 0.1034284.20 0.0007 0.1034 Seismic 180 deg M2 0.151 0.1061300.00 0.0008 0.1061 Seismic 210 deg M1 0.050 0.0508219.67 0.0003 0.0508 Seismic 210 deg M1 0.056 0.0442228.07 0.0003 0.0442 Seismic 210 deg M1 0.066 0.0526240.00 0.0004 0.0526 Seismic 210 deg M1 0.075 0.0481251.93 0.0005 0.0481 Seismic 210 deg M1 0.095 0.4609275.80 0.0003 0.4609 Seismic 210 deg M1 0.104 0.0682284.20 0.0004 0.0682 Seismic 210 deg M1 0.120 0.0616300.00 0.0005 0.0616 Seismic 210 deg M2 0.039 0.0649219.67 0.0003 0.0649 Seismic 210 deg M2 0.048 0.0651228.07 0.0004 0.0651 Seismic 210 deg M2 0.063 0.0823240.00 0.0005 0.0823 Seismic 210 deg M2 0.079 0.0830251.93 0.0006 0.0830 Seismic 210 deg M2 0.116 0.4927275.80 0.0001 0.4927 Seismic 210 deg M2 0.131 0.1120284.20 0.0004 0.1120 Seismic 210 deg M2 0.160 0.1098300.00 0.0005 0.1098 Seismic 240 deg M1 0.052 0.0543219.67 0.0002 0.0543 Seismic 240 deg M1 0.059 0.0455228.07 0.0003 0.0455 Seismic 240 deg M1 0.069 0.0539240.00 0.0004 0.0539 Seismic 240 deg M1 0.079 0.0504251.93 0.0005 0.0504 Seismic 240 deg M1 0.100 0.4656275.80 0.0003 0.4656 Seismic 240 deg M1 0.109 0.0719284.20 0.0005 0.0719 Seismic 240 deg M1 0.126 0.0632300.00 0.0005 0.0632 Seismic 240 deg M2 0.042 0.0694219.67 0.0003 0.0694 Seismic 240 deg M2 0.051 0.0679228.07 0.0004 0.0679 Seismic 240 deg M2 0.066 0.0858240.00 0.0004 0.0858 Seismic 240 deg M2 0.083 0.0870251.93 0.0005 0.0870 Seismic 240 deg M2 0.122 0.5029275.80 0.0001 0.5029 Seismic 240 deg M2 0.138 0.1176284.20 0.0005 0.1176 Seismic 240 deg M2 0.168 0.1132300.00 0.0005 0.1132 Seismic 300 deg M1 0.049 0.0484219.67 -0.0003 0.0484 Seismic 300 deg M1 0.055 0.0429228.07 -0.0004 0.0429 Seismic 300 deg M1 0.064 0.0515240.00 -0.0005 0.0515 Seismic 300 deg M1 0.073 0.0460251.93 -0.0006 0.0460 Seismic 300 deg M1 0.093 0.4531275.80 -0.0005 0.4531 Seismic 300 deg M1 0.101 0.0614284.20 -0.0007 0.0614 Seismic 300 deg M1 0.116 0.0597300.00 -0.0007 0.0597 Seismic 300 deg M2 0.038 0.0609219.67 -0.0003 0.0609 Seismic 300 deg M2 0.047 0.0623228.07 -0.0004 0.0623 Seismic 300 deg M2 0.060 0.0797240.00 -0.0005 0.0797 Seismic 300 deg M2 0.076 0.0790251.93 -0.0007 0.0790 Seismic 300 deg M2 0.111 0.4712275.80 -0.0004 0.4712 Seismic 300 deg M2 0.126 0.1034284.20 -0.0006 0.1034 Seismic 300 deg M2 0.153 0.1062300.00 -0.0007 0.1062 Seismic 330 deg M1 0.050 0.0515219.67 -0.0004 0.0515 Seismic 330 deg M1 0.056 0.0449228.07 -0.0005 0.0449 Seismic 330 deg M1 0.065 0.0533240.00 -0.0006 0.0533 Page 36 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Seismic 330 deg M1 0.075 0.0488251.93 -0.0007 0.0488 Seismic 330 deg M1 0.096 0.4639275.80 -0.0009 0.4639 Seismic 330 deg M1 0.104 0.0690284.20 -0.0010 0.0690 Seismic 330 deg M1 0.120 0.0623300.00 -0.0010 0.0623 Seismic 330 deg M2 0.039 0.0656219.67 -0.0004 0.0656 Seismic 330 deg M2 0.047 0.0658228.07 -0.0005 0.0658 Seismic 330 deg M2 0.062 0.0831240.00 -0.0006 0.0831 Seismic 330 deg M2 0.079 0.0837251.93 -0.0007 0.0837 Seismic 330 deg M2 0.116 0.4957275.80 -0.0007 0.4957 Seismic 330 deg M2 0.131 0.1130284.20 -0.0009 0.1130 Seismic 330 deg M2 0.160 0.1106300.00 -0.0009 0.1106 Serviceability - 60 mph Wind Normal 0.196 0.0825219.67 -0.0014 0.0825 Serviceability - 60 mph Wind Normal 0.201 0.0400228.07 -0.0016 0.0401 Serviceability - 60 mph Wind Normal 0.209 0.0626240.00 -0.0019 0.0627 Serviceability - 60 mph Wind Normal 0.216 0.0672251.93 -0.0022 0.0673 Serviceability - 60 mph Wind Normal 0.226 0.5244275.80 -0.0030 0.5244 Serviceability - 60 mph Wind Normal 0.233 0.0493284.20 -0.0029 0.0494 Serviceability - 60 mph Wind Normal 0.248 0.0790300.00 -0.0029 0.0791 Serviceability - 60 mph Wind 60 deg 0.209 0.1419219.67 0.0022 0.1419 Serviceability - 60 mph Wind 60 deg 0.223 0.1053228.07 0.0027 0.1053 Serviceability - 60 mph Wind 60 deg 0.245 0.1366240.00 0.0033 0.1366 Serviceability - 60 mph Wind 60 deg 0.266 0.0879251.93 0.0039 0.0879 Serviceability - 60 mph Wind 60 deg 0.306 0.5240275.80 0.0015 0.5240 Serviceability - 60 mph Wind 60 deg 0.325 0.1216284.20 0.0014 0.1216 Serviceability - 60 mph Wind 60 deg 0.360 0.1555300.00 0.0015 0.1555 Serviceability - 60 mph Wind 90 deg 0.206 0.1216219.67 0.0153 0.1224 Serviceability - 60 mph Wind 90 deg 0.218 0.0891228.07 0.0163 0.0903 Serviceability - 60 mph Wind 90 deg 0.237 0.1166240.00 0.0178 0.1176 Serviceability - 60 mph Wind 90 deg 0.255 0.0447251.93 0.0194 0.0477 Serviceability - 60 mph Wind 90 deg 0.288 0.5200275.80 0.0216 0.5203 Serviceability - 60 mph Wind 90 deg 0.304 0.1065284.20 0.0215 0.1082 Serviceability - 60 mph Wind 90 deg 0.334 0.1366300.00 0.0215 0.1379 Serviceability - 60 mph Wind 120 deg 0.194 0.0814219.67 0.0014 0.0814 Serviceability - 60 mph Wind 120 deg 0.200 0.0379228.07 0.0016 0.0379 Serviceability - 60 mph Wind 120 deg 0.207 0.0590240.00 0.0021 0.0590 Serviceability - 60 mph Wind 120 deg 0.213 0.0366251.93 0.0025 0.0367 Serviceability - 60 mph Wind 120 deg 0.221 0.5235275.80 0.0040 0.5235 Serviceability - 60 mph Wind 120 deg 0.228 0.0455284.20 0.0035 0.0455 Serviceability - 60 mph Wind 120 deg 0.242 0.0752300.00 0.0035 0.0752 Serviceability - 60 mph Wind 180 deg 0.218 0.1436219.67 0.0018 0.1436 Serviceability - 60 mph Wind 180 deg 0.232 0.1080228.07 0.0022 0.1080 Serviceability - 60 mph Wind 180 deg 0.255 0.1409240.00 0.0027 0.1409 Serviceability - 60 mph Wind 180 deg 0.277 0.1414251.93 0.0032 0.1414 Serviceability - 60 mph Wind 180 deg 0.319 0.5250275.80 0.0035 0.5250 Serviceability - 60 mph Wind 180 deg 0.338 0.1248284.20 0.0035 0.1248 Serviceability - 60 mph Wind 180 deg 0.374 0.1591300.00 0.0035 0.1591 Serviceability - 60 mph Wind 210 deg 0.213 0.1224219.67 0.0170 0.1234 Serviceability - 60 mph Wind 210 deg 0.226 0.0909228.07 0.0182 0.0924 Serviceability - 60 mph Wind 210 deg 0.245 0.1201240.00 0.0199 0.1213 Serviceability - 60 mph Wind 210 deg 0.263 0.1146251.93 0.0217 0.1163 Serviceability - 60 mph Wind 210 deg 0.298 0.5216275.80 0.0223 0.5221 Serviceability - 60 mph Wind 210 deg 0.314 0.1089284.20 0.0223 0.1107 Serviceability - 60 mph Wind 210 deg 0.345 0.1394300.00 0.0223 0.1408 Serviceability - 60 mph Wind 240 deg 0.201 0.0821219.67 0.0019 0.0821 Serviceability - 60 mph Wind 240 deg 0.207 0.0386228.07 0.0023 0.0386 Serviceability - 60 mph Wind 240 deg 0.214 0.0605240.00 0.0028 0.0605 Serviceability - 60 mph Wind 240 deg 0.221 0.0369251.93 0.0034 0.0369 Serviceability - 60 mph Wind 240 deg 0.229 0.5274275.80 0.0036 0.5274 Serviceability - 60 mph Wind 240 deg 0.236 0.0466284.20 0.0031 0.0466 Serviceability - 60 mph Wind 240 deg 0.250 0.0763300.00 0.0031 0.0763 Serviceability - 60 mph Wind 300 deg 0.222 0.1437219.67 -0.0033 0.1437 Serviceability - 60 mph Wind 300 deg 0.237 0.1070228.07 -0.0039 0.1070 Page 37 2/13/2017 5:40:27 PM © 2007 - 2017 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_05 Serviceability - 60 mph Wind 300 deg 0.259 0.1390240.00 -0.0047 0.1390 Serviceability - 60 mph Wind 300 deg 0.281 0.0899251.93 -0.0055 0.0900 Serviceability - 60 mph Wind 300 deg 0.321 0.5277275.80 -0.0035 0.5277 Serviceability - 60 mph Wind 300 deg 0.340 0.1223284.20 -0.0035 0.1224 Serviceability - 60 mph Wind 300 deg 0.375 0.1564300.00 -0.0035 0.1565 Serviceability - 60 mph Wind 330 deg 0.216 0.1238219.67 0.0092 0.1240 Serviceability - 60 mph Wind 330 deg 0.229 0.0920228.07 0.0100 0.0924 Serviceability - 60 mph Wind 330 deg 0.248 0.1212240.00 0.0112 0.1215 Serviceability - 60 mph Wind 330 deg 0.267 0.1084251.93 0.0125 0.1088 Serviceability - 60 mph Wind 330 deg 0.302 0.5229275.80 0.0174 0.5231 Serviceability - 60 mph Wind 330 deg 0.318 0.1103284.20 0.0173 0.1113 Serviceability - 60 mph Wind 330 deg 0.350 0.1404300.00 0.0173 0.1412 Page 38