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STRUCTURAL ANALYSIS
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 :288 ft Guyed Tower ATC Site Name :Harmony NC, NC ATC Site Number :21271 Engineering Number :OAA711176_C3_01 Proposed Carrier :Sprint Nextel Carrier Site Name :RA60XC538 Carrier Site Number :RA60XC538 Site Location :5091 NC 210 South Bunnlevel, NC 28323-8780 35.334100,-78.859300 County :Harnett Date :September 11, 2017 Max Usage :92% Result :Pass Prepared By: Christopher Jolly Structural Engineer III Reviewed By: COA: P-1177 Eng. Number OAA711176_C3_01 September 11, 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 OAA711176_C3_01 September 11, 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 288 ft guyed tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings Rohn Drawing # B981756, dated May 29, 1998 Foundation Drawing F&R, Project # Y66-547, dated June 26, 1998 Geotechnical Report F&R, Report # Y66-547, dated May 4, 1998 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:95 mph (3-Second Gust) Basic Wind Speed w/ Ice:30 mph (3-Second Gust) w/ 3/4" radial ice concurrent Code:ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building Code Structure Class:II Exposure Category:C Topographic Category:1 Spectral Response:Ss = 0.25, 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 OAA711176_C3_01 September 11, 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 3 Ericsson RRUS-11 800MHz 1 Raycap DC6-48-60-18-8F291.0 291.0 6 RFS ATM192012-0 2 Powerwave P65-17-XLH-RR 2 Kathrein 742 213 4 Kathrein 741 989290.0 290.0 1 Powerwave P45-16-XLH-RR Sector Frames (2) 0.74" 8 AWG 7 (1) 3/8" RET Control Cable (1) 0.28" Fiber (12) 2 1/4" Coax AT&T Mobility 3 Alcatel-Lucent 1900MHz 4X45 RRH 3 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter263.0 263.0 3 RFS APXVSPP18-C-A20 Sector Frames (3) 1 1/4" Hybriflex Sprint Nextel 3 Powerwave 7762.00259.0 259.0 3 LGP LGP186nn Sector Frames (12) 1 5/8" Coax T-Mobile 3 Antel BXA-70063-8CF-EDIN-2 3 Antel BXA-70080/8CF (94.1") 6 Antel LPA-185090/8CF ___ 2°248.0 248.0 6 RFS FD9R6004 Sector Frames (12) 1 5/8" Coax Verizon Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier No loading considered as to be removed Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 3 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter 263.0 263.0 3 Commscope DT465B-2XR Sector Frames (1) 1 1/4" Hybriflex Sprint Nextel 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax alongside existing Sprint Nextel coax. Eng. Number OAA711176_C3_01 September 11, 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 92%Pass Diagonals 82%Pass Horizontals 52%Pass Guys 85%Pass Leg Bolts 17%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)240.1 324.1 241.7 75% Anchor 1 Uplift (kips)88.0 118.8 94.1 79% Anchor 1 Shear (kips)83.1 112.2 87.7 78% * 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) (°) Alcatel-Lucent 800 MHz 2X50W RRH w/ Filter Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield263.0 Commscope DT465B-2XR Sprint Nextel 0.333 0.033 0.069 *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 :HARMONY NC, NC SPRINT NEXTEL ANSI/TIA-222-G 21271 © 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: 0.25 S1: 0.09 60 mph Serviceability 1 CHN 36 ksi C10 x 25PX 50 ksi 4" DIA PIPE 2 - 4 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE 5 DAS 36 ksi 3X2X0.25SAE 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 DAS 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 SAE 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 DAS 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 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 291.00 Ericsson RRUS-11 800 MHz3Panel 291.00 Raycap DC6-48-60-18-8F1Panel 291.00 RFS ATM192012-06Panel 290.00 Round Sector Frame3Mounting Frame 290.00 Powerwave P65-17-XLH-RR2Panel 290.00 Kathrein Scala 742 2132Panel 290.00 Kathrein Scala 741 9894Panel 290.00 Powerwave P45-16-XLH-RR1Panel 276.00 Torque Arms1Other 263.00 Alcatel-Lucent TD-RRH8x20-25 w3Panel 263.00 Alcatel-Lucent 800 MHz 2X50W R3Panel 263.00 Alcatel-Lucent 1900 MHz 4X45 R3Panel 263.00 Alcatel-Lucent 800 MHz 2X50W R3Panel 263.00 Commscope DT465B-2XR3Panel 263.00 Flat Light Sector Frame3Mounting Frame 263.00 RFS APXVSPP18-C-A203Panel 259.00 Round Sector Frame3Mounting Frame 259.00 Powerwave 7762.003Panel 259.00 LGP Allgon LGP186nn3Panel 248.00 Round Sector Frame3Mounting Frame 248.00 Antel BXA-70063-8CF-EDIN-23Panel 248.00 Antel BXA-70080/8CF (94.1")3Panel 248.00 Antel LPA-185090/8CF ___ 2°6Panel 248.00 RFS FD9R60046Panel 219.00 Torque Arms1Other Linear Appurtenance Elev (ft) From DescriptionToQty 5.00 291.00 3/8" RET Control Cab1 5.00 291.00 0.74" 8 AWG 72 5.00 291.00 0.28" Fiber1 5.00 290.00 2 1/4" Coax85.00 290.00 2 1/4" Coax4 5.00 263.00 1 1/4" Hybriflex Cab1 5.00 263.00 1 1/4" Hybriflex Cab3 5.00 259.00 1 5/8" Coax12 5.00 248.00 1 5/8" Coax12 Job Information Tower : Code : Client : Location :HARMONY NC, NC SPRINT NEXTEL ANSI/TIA-222-G 21271 © 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 ( ° ) 10.00180.00 0 82.55 87.36 -4.00180.00 240 89.49 87.74 -15.00180.00 120 94.07 87.40 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 241.74 3.42 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Analysis Parameters Height (ft): Bottom Face Width (ft):5.04 Top Face Width (ft):5.04 Shape:Triangle Tower Type:Guyed 288 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-G Tower Manufacturer:Rohn HARNETT County, NC Ice & Wind Parameters Structure Class: Exposure Category: Design Ice Thickness: II C 0.75 in Topographic Category:1 0.0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 95 mph 30 mph 60 mph Seismic Parameters (sec):8 D - Stiff SoilSite Class: S 0.254 Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods S 0.270 :d1S 0.147 :1S 0.092 p:1.3 0.98Period Based on Rayleigh Method (sec): F 2.400F1.597 , Min:0.030 , Max:0.060 :0.060TL a :S : ds : V :CS CS CS Load Cases 1.2D + 1.6W Normal 95 mph Normal to Face with No Ice 1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice 1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice 1.2D + 1.6W 120 deg 95 mph 120 degree with No Ice 1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice 1.2D + 1.6W 210 deg 95 mph 210 degree with No Ice 1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice 1.2D + 1.6W 300 deg 95 mph 300 degree with No Ice 1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.75 in Radial Ice (1.2 + 0.2Sds) * DL + E Normal Seismic Normal (1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg (1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg Page 1 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Analysis Parameters (1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg (1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg (1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg (1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg (1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg (1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Tower Loading (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.6W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 291.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 31.12 172 233 291.0 Raycap DC6-48-60-1 33 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 31.12 43 47 291.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 31.12 98 95 290.0 Kathrein Scala 741 4 17 3.1 0.80 0.50 0.04.3 6.1 2.7 0.0 31.10 212 95 290.0 Kathrein Scala 742 2 22 5.1 0.80 1.00 0.06.4 6.1 2.7 0.0 31.10 348 63 290.0 Powerwave P45-16-1 45 8.1 0.80 0.44 0.04.5 17.4 6.5 0.0 31.10 120 65 290.0 Powerwave P65-17-2 59 11.5 0.80 0.76 0.08.0 12.0 6.0 0.0 31.10 590 170 290.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 31.10 1028 1296 276.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 30.78 628 720 263.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 0.02.1 11.1 10.7 0.0 30.47 155 259 263.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 0.01.6 13.0 12.2 0.0 30.47 137 276 263.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 0.01.6 13.0 12.2 0.0 30.47 137 276 263.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 30.47 270 302 263.0 Commscope 3 58 9.1 0.80 0.69 0.06.0 13.8 8.2 0.0 30.47 624 251 263.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 30.47 1252 1728 263.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 30.47 550 246 259.0 LGP Allgon 3 10 0.7 0.80 0.50 0.00.6 10.7 2.7 0.0 30.37 35 43 259.0 Powerwave 7762.00 3 39 7.1 0.80 0.59 0.04.3 16.0 4.0 0.0 30.37 417 168 259.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 30.37 1004 1296 248.0 Antel BXA-70063-3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 30.09 702 104 248.0 Antel BXA-3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 30.09 712 108 248.0 Antel LPA-6 7 2.8 0.80 0.72 0.04.0 4.1 5.9 0.0 30.09 395 60 248.0 RFS FD9R6004 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 30.09 36 27 248.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 30.09 994 1296 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 29.31 598 720 Totals 75 6907 470.5 (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 291.0 Ericsson RRUS-11 3 0.801513.2 0.67 0.01.4 17.8 9.2 0.0 3.10 14 581 291.0 Raycap DC6-48-60-1 0.801332.9 1.00 0.02.0 11.0 11.0 0.0 3.10 6 168 291.0 RFS ATM192012-0 6 0.80541.4 0.50 0.00.8 11.5 6.0 0.0 3.10 9 408 290.0 Kathrein Scala 741 4 0.801024.1 0.50 0.04.3 6.1 2.7 0.0 3.10 17 504 290.0 Kathrein Scala 742 2 0.801456.5 1.00 0.06.4 6.1 2.7 0.0 3.10 27 359 290.0 Powerwave P45-16-1 0.802529.3 0.44 0.04.5 17.4 6.5 0.0 3.10 9 313 290.0 Powerwave P65-17-2 0.8032913.2 0.76 0.08.0 12.0 6.0 0.0 3.10 42 818 290.0 Round Sector Frame 3 0.7569332.1 0.75 0.00.0 0.0 0.0 0.0 3.10 143 2710 276.0 Torque Arms 1 1.0087026.1 1.00 0.00.0 0.0 0.0 0.0 3.07 68 1164 263.0 Alcatel-Lucent 1900 3 0.801623.0 0.67 0.02.1 11.1 10.7 0.0 3.04 13 627 263.0 Alcatel-Lucent 800 3 0.801622.7 0.67 0.01.6 13.0 12.2 0.0 3.04 11 628 263.0 Alcatel-Lucent 800 3 0.801622.7 0.67 0.01.6 13.0 12.2 0.0 3.04 11 628 263.0 Alcatel-Lucent TD-3 0.801705.5 0.67 0.02.2 18.6 6.7 0.0 3.04 23 664 263.0 Commscope 3 0.8030410.5 0.69 0.06.0 13.8 8.2 0.0 3.04 45 1138 263.0 Flat Light Sector 3 0.7572033.9 0.75 0.00.0 0.0 0.0 0.0 3.04 148 2879 263.0 RFS APXVSPP18-C-3 0.802719.4 0.69 0.06.0 11.8 7.0 0.0 3.04 40 1017 259.0 LGP Allgon 3 0.80341.0 0.50 0.00.6 10.7 2.7 0.0 3.03 3 131 259.0 Powerwave 7762.00 3 0.802038.3 0.59 0.04.3 16.0 4.0 0.0 3.03 30 760 259.0 Round Sector Frame 3 0.7568831.9 0.75 0.00.0 0.0 0.0 0.0 3.03 138 2692 248.0 Antel BXA-70063-3 0.8026612.4 0.67 0.07.9 11.2 5.2 0.0 3.00 51 975 248.0 Antel BXA-3 0.8027512.2 0.69 0.07.8 11.1 6.0 0.0 3.00 52 1007 Page 3 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Tower Loading 248.0 Antel LPA-6 0.80933.0 0.72 0.04.0 4.1 5.9 0.0 3.00 26 680 248.0 RFS FD9R6004 6 0.80170.6 0.50 0.00.5 6.5 1.5 0.0 3.00 4 130 248.0 Round Sector Frame 3 0.7568831.9 0.75 0.00.0 0.0 0.0 0.0 3.00 137 2692 219.0 Torque Arms 1 1.0086225.9 1.00 0.00.0 0.0 0.0 0.0 2.92 64 1154 Totals 75 19306 752.1 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.0D + 1.0W Service M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 291.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 12.41 43 162 291.0 Raycap DC6-48-60-1 33 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 12.41 11 33 291.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 12.41 24 66 290.0 Kathrein Scala 741 4 17 3.1 0.80 0.50 0.04.3 6.1 2.7 0.0 12.41 53 66 290.0 Kathrein Scala 742 2 22 5.1 0.80 1.00 0.06.4 6.1 2.7 0.0 12.41 87 44 290.0 Powerwave P45-16-1 45 8.1 0.80 0.44 0.04.5 17.4 6.5 0.0 12.41 30 45 290.0 Powerwave P65-17-2 59 11.5 0.80 0.76 0.08.0 12.0 6.0 0.0 12.41 147 118 290.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 12.41 256 900 276.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.28 157 500 263.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.67 0.02.1 11.1 10.7 0.0 12.15 39 180 263.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 0.01.6 13.0 12.2 0.0 12.15 34 192 263.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.67 0.01.6 13.0 12.2 0.0 12.15 34 192 263.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 12.15 67 210 263.0 Commscope 3 58 9.1 0.80 0.69 0.06.0 13.8 8.2 0.0 12.15 156 174 263.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 12.15 312 1200 263.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 12.15 137 171 259.0 LGP Allgon 3 10 0.7 0.80 0.50 0.00.6 10.7 2.7 0.0 12.11 9 30 259.0 Powerwave 7762.00 3 39 7.1 0.80 0.59 0.04.3 16.0 4.0 0.0 12.11 104 117 259.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 12.11 250 900 248.0 Antel BXA-70063-3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 12.00 175 72 248.0 Antel BXA-3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 12.00 178 75 248.0 Antel LPA-6 7 2.8 0.80 0.72 0.04.0 4.1 5.9 0.0 12.00 98 42 248.0 RFS FD9R6004 6 3 0.4 0.80 0.50 0.00.5 6.5 1.5 0.0 12.00 9 19 248.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 12.00 248 900 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.69 149 500 Totals 75 6907 470.5 Page 4 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Tower Loading Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 5.00 291.0 0.28" Fiber 1 0.28 0.04 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 291.0 0.74" 8 AWG 7 2 0.74 0.49 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 291.0 3/8" RET Control 1 0.38 0.23 2 Individual0 0.00 1.00 1.00 0.00N 5.00 290.0 2 1/4" Coax 4 2.38 1.16 2 Individual0 0.00 1.00 1.00 0.00N 5.00 290.0 2 1/4" Coax 8 2.38 1.22 2 Block50 0.00 1.00 1.00 0.00N 5.00 263.0 1 1/4" Hybriflex 3 1.54 1.00 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 263.0 1 1/4" Hybriflex 1 1.54 1.00 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 259.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N 5.00 248.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N Page 5 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W Normal 95 mph Normal to Face with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 30.96 552 13257.140.01.001.002.570.210.003.834.93 07240.0016.12 773 17 278.0 30.82 275 6002.900.01.001.002.680.180.001.921.81 02840.008.06 325 16 268.0 30.59 1137 253812.820.01.001.002.630.190.007.678.43 012980.0033.78 1401 15 250.0 30.14 3048 451913.200.01.001.002.720.160.009.587.74 017590.0088.55 1472 14 230.0 29.62 3658 510413.200.01.001.002.720.160.009.587.74 019120.00106.83 1446 13 216.0 29.23 1444 22377.950.01.001.002.510.230.003.835.73 011250.0042.73 793 12 206.0 28.94 2144 31289.490.01.001.002.630.190.005.756.19 013410.0064.10 984 11 190.0 28.45 3513 490313.200.01.001.002.720.160.009.587.74 019120.00106.83 1389 10 170.0 27.79 3432 478913.190.01.001.002.720.160.009.587.74 019120.00106.83 1356 9 150.0 27.07 3343 480615.400.01.001.002.580.200.0011.6710.15 023220.00106.83 1463 8 130.0 26.27 3244 445612.760.01.001.002.660.180.0011.677.68 019670.00106.83 1212 7 110.0 25.36 3132 444714.350.01.001.002.660.180.0011.677.68 019670.00106.83 1316 6 90.00 24.31 3002 426314.350.01.001.002.660.180.0011.677.68 020990.00106.83 1261 5 70.00 23.06 2847 421216.860.01.001.002.580.200.0011.6710.15 023220.00106.83 1364 4 50.00 21.48 2653 376714.350.01.001.002.660.180.0011.677.68 019670.00106.83 1115 3 30.00 19.29 2382 338314.350.01.001.002.660.180.0011.677.68 019670.00106.83 1001 2 14.00 16.69 1237 17568.600.01.001.002.660.180.007.004.60 011800.0064.10 519 1 4.00 16.69 219 69411.480.01.001.001.820.580.006.386.94 014510.0016.03 475 29508 0 60927 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 18 284.0 30.96 552 12186.150.01.000.802.570.210.003.834.93 07240.0016.12 666 17 278.0 30.82 275 5602.540.01.000.802.680.180.001.921.81 02840.008.06 285 16 268.0 30.59 1137 235411.130.01.000.802.630.190.007.678.43 012980.0033.78 1217 15 250.0 30.14 3048 434711.650.01.000.802.720.160.009.587.74 017590.0088.55 1299 14 230.0 29.62 3658 493411.650.01.000.802.720.160.009.587.74 019120.00106.83 1276 13 216.0 29.23 1444 21236.810.01.000.802.510.230.003.835.73 011250.0042.73 679 12 206.0 28.94 2144 30008.250.01.000.802.630.190.005.756.19 013410.0064.10 855 11 190.0 28.45 3513 474011.650.01.000.802.720.160.009.587.74 019120.00106.83 1226 10 170.0 27.79 3432 462911.640.01.000.802.720.160.009.587.74 019120.00106.83 1197 9 150.0 27.07 3343 461313.370.01.000.802.580.200.0011.6710.15 023220.00106.83 1271 8 130.0 26.27 3244 431011.220.01.000.802.660.180.0011.677.68 019670.00106.83 1066 7 110.0 25.36 3132 430612.810.01.000.802.660.180.0011.677.68 019670.00106.83 1175 6 90.00 24.31 3002 412812.810.01.000.802.660.180.0011.677.68 020990.00106.83 1126 5 70.00 23.06 2847 404814.830.01.000.802.580.200.0011.6710.15 023220.00106.83 1200 4 50.00 21.48 2653 364812.810.01.000.802.660.180.0011.677.68 019670.00106.83 995 3 30.00 19.29 2382 327612.810.01.000.802.660.180.0011.677.68 019670.00106.83 894 2 14.00 16.69 1237 17017.680.01.000.802.660.180.007.004.60 011800.0064.10 464 1 4.00 16.69 219 63610.090.01.000.801.820.580.006.386.94 014510.0016.03 417 29508 0 58570 Page 6 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 30.96 552 12456.400.01.000.852.570.210.003.834.93 07240.0016.12 693 17 278.0 30.82 275 5702.630.01.000.852.680.180.001.921.81 02840.008.06 295 16 268.0 30.59 1137 240011.550.01.000.852.630.190.007.678.43 012980.0033.78 1263 15 250.0 30.14 3048 439012.040.01.000.852.720.160.009.587.74 017590.0088.55 1342 14 230.0 29.62 3658 497612.040.01.000.852.720.160.009.587.74 019120.00106.83 1319 13 216.0 29.23 1444 21517.090.01.000.852.510.230.003.835.73 011250.0042.73 708 12 206.0 28.94 2144 30328.560.01.000.852.630.190.005.756.19 013410.0064.10 887 11 190.0 28.45 3513 478012.040.01.000.852.720.160.009.587.74 019120.00106.83 1267 10 170.0 27.79 3432 466912.030.01.000.852.720.160.009.587.74 019120.00106.83 1237 9 150.0 27.07 3343 466213.880.01.000.852.580.200.0011.6710.15 023220.00106.83 1319 8 130.0 26.27 3244 434611.610.01.000.852.660.180.0011.677.68 019670.00106.83 1103 7 110.0 25.36 3132 434213.190.01.000.852.660.180.0011.677.68 019670.00106.83 1210 6 90.00 24.31 3002 416213.190.01.000.852.660.180.0011.677.68 020990.00106.83 1160 5 70.00 23.06 2847 408915.340.01.000.852.580.200.0011.6710.15 023220.00106.83 1241 4 50.00 21.48 2653 367813.190.01.000.852.660.180.0011.677.68 019670.00106.83 1025 3 30.00 19.29 2382 330313.200.01.000.852.660.180.0011.677.68 019670.00106.83 921 2 14.00 16.69 1237 17147.910.01.000.852.660.180.007.004.60 011800.0064.10 478 1 4.00 16.69 219 65110.440.01.000.851.820.580.006.386.94 014510.0016.03 432 29508 0 59159 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 18 284.0 30.96 552 13257.140.01.001.002.570.210.003.834.93 07240.0016.12 773 17 278.0 30.82 275 6002.900.01.001.002.680.180.001.921.81 02840.008.06 325 16 268.0 30.59 1137 253812.820.01.001.002.630.190.007.678.43 012980.0033.78 1401 15 250.0 30.14 3048 451913.200.01.001.002.720.160.009.587.74 017590.0088.55 1472 14 230.0 29.62 3658 510413.200.01.001.002.720.160.009.587.74 019120.00106.83 1446 13 216.0 29.23 1444 22377.950.01.001.002.510.230.003.835.73 011250.0042.73 793 12 206.0 28.94 2144 31289.490.01.001.002.630.190.005.756.19 013410.0064.10 984 11 190.0 28.45 3513 490313.200.01.001.002.720.160.009.587.74 019120.00106.83 1389 10 170.0 27.79 3432 478913.190.01.001.002.720.160.009.587.74 019120.00106.83 1356 9 150.0 27.07 3343 480615.400.01.001.002.580.200.0011.6710.15 023220.00106.83 1463 8 130.0 26.27 3244 445612.760.01.001.002.660.180.0011.677.68 019670.00106.83 1212 7 110.0 25.36 3132 444714.350.01.001.002.660.180.0011.677.68 019670.00106.83 1316 6 90.00 24.31 3002 426314.350.01.001.002.660.180.0011.677.68 020990.00106.83 1261 5 70.00 23.06 2847 421216.860.01.001.002.580.200.0011.6710.15 023220.00106.83 1364 4 50.00 21.48 2653 376714.350.01.001.002.660.180.0011.677.68 019670.00106.83 1115 3 30.00 19.29 2382 338314.350.01.001.002.660.180.0011.677.68 019670.00106.83 1001 2 14.00 16.69 1237 17568.600.01.001.002.660.180.007.004.60 011800.0064.10 519 1 4.00 16.69 219 69411.480.01.001.001.820.580.006.386.94 014510.0016.03 475 29508 0 60927 Page 7 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 30.96 552 12186.150.01.000.802.570.210.003.834.93 07240.0016.12 666 17 278.0 30.82 275 5602.540.01.000.802.680.180.001.921.81 02840.008.06 285 16 268.0 30.59 1137 235411.130.01.000.802.630.190.007.678.43 012980.0033.78 1217 15 250.0 30.14 3048 434711.650.01.000.802.720.160.009.587.74 017590.0088.55 1299 14 230.0 29.62 3658 493411.650.01.000.802.720.160.009.587.74 019120.00106.83 1276 13 216.0 29.23 1444 21236.810.01.000.802.510.230.003.835.73 011250.0042.73 679 12 206.0 28.94 2144 30008.250.01.000.802.630.190.005.756.19 013410.0064.10 855 11 190.0 28.45 3513 474011.650.01.000.802.720.160.009.587.74 019120.00106.83 1226 10 170.0 27.79 3432 462911.640.01.000.802.720.160.009.587.74 019120.00106.83 1197 9 150.0 27.07 3343 461313.370.01.000.802.580.200.0011.6710.15 023220.00106.83 1271 8 130.0 26.27 3244 431011.220.01.000.802.660.180.0011.677.68 019670.00106.83 1066 7 110.0 25.36 3132 430612.810.01.000.802.660.180.0011.677.68 019670.00106.83 1175 6 90.00 24.31 3002 412812.810.01.000.802.660.180.0011.677.68 020990.00106.83 1126 5 70.00 23.06 2847 404814.830.01.000.802.580.200.0011.6710.15 023220.00106.83 1200 4 50.00 21.48 2653 364812.810.01.000.802.660.180.0011.677.68 019670.00106.83 995 3 30.00 19.29 2382 327612.810.01.000.802.660.180.0011.677.68 019670.00106.83 894 2 14.00 16.69 1237 17017.680.01.000.802.660.180.007.004.60 011800.0064.10 464 1 4.00 16.69 219 63610.090.01.000.801.820.580.006.386.94 014510.0016.03 417 29508 0 58570 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 18 284.0 30.96 552 12456.400.01.000.852.570.210.003.834.93 07240.0016.12 693 17 278.0 30.82 275 5702.630.01.000.852.680.180.001.921.81 02840.008.06 295 16 268.0 30.59 1137 240011.550.01.000.852.630.190.007.678.43 012980.0033.78 1263 15 250.0 30.14 3048 439012.040.01.000.852.720.160.009.587.74 017590.0088.55 1342 14 230.0 29.62 3658 497612.040.01.000.852.720.160.009.587.74 019120.00106.83 1319 13 216.0 29.23 1444 21517.090.01.000.852.510.230.003.835.73 011250.0042.73 708 12 206.0 28.94 2144 30328.560.01.000.852.630.190.005.756.19 013410.0064.10 887 11 190.0 28.45 3513 478012.040.01.000.852.720.160.009.587.74 019120.00106.83 1267 10 170.0 27.79 3432 466912.030.01.000.852.720.160.009.587.74 019120.00106.83 1237 9 150.0 27.07 3343 466213.880.01.000.852.580.200.0011.6710.15 023220.00106.83 1319 8 130.0 26.27 3244 434611.610.01.000.852.660.180.0011.677.68 019670.00106.83 1103 7 110.0 25.36 3132 434213.190.01.000.852.660.180.0011.677.68 019670.00106.83 1210 6 90.00 24.31 3002 416213.190.01.000.852.660.180.0011.677.68 020990.00106.83 1160 5 70.00 23.06 2847 408915.340.01.000.852.580.200.0011.6710.15 023220.00106.83 1241 4 50.00 21.48 2653 367813.190.01.000.852.660.180.0011.677.68 019670.00106.83 1025 3 30.00 19.29 2382 330313.200.01.000.852.660.180.0011.677.68 019670.00106.83 921 2 14.00 16.69 1237 17147.910.01.000.852.660.180.007.004.60 011800.0064.10 478 1 4.00 16.69 219 65110.440.01.000.851.820.580.006.386.94 014510.0016.03 432 29508 0 59159 Page 8 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 30.96 552 13257.140.01.001.002.570.210.003.834.93 07240.0016.12 773 17 278.0 30.82 275 6002.900.01.001.002.680.180.001.921.81 02840.008.06 325 16 268.0 30.59 1137 253812.820.01.001.002.630.190.007.678.43 012980.0033.78 1401 15 250.0 30.14 3048 451913.200.01.001.002.720.160.009.587.74 017590.0088.55 1472 14 230.0 29.62 3658 510413.200.01.001.002.720.160.009.587.74 019120.00106.83 1446 13 216.0 29.23 1444 22377.950.01.001.002.510.230.003.835.73 011250.0042.73 793 12 206.0 28.94 2144 31289.490.01.001.002.630.190.005.756.19 013410.0064.10 984 11 190.0 28.45 3513 490313.200.01.001.002.720.160.009.587.74 019120.00106.83 1389 10 170.0 27.79 3432 478913.190.01.001.002.720.160.009.587.74 019120.00106.83 1356 9 150.0 27.07 3343 480615.400.01.001.002.580.200.0011.6710.15 023220.00106.83 1463 8 130.0 26.27 3244 445612.760.01.001.002.660.180.0011.677.68 019670.00106.83 1212 7 110.0 25.36 3132 444714.350.01.001.002.660.180.0011.677.68 019670.00106.83 1316 6 90.00 24.31 3002 426314.350.01.001.002.660.180.0011.677.68 020990.00106.83 1261 5 70.00 23.06 2847 421216.860.01.001.002.580.200.0011.6710.15 023220.00106.83 1364 4 50.00 21.48 2653 376714.350.01.001.002.660.180.0011.677.68 019670.00106.83 1115 3 30.00 19.29 2382 338314.350.01.001.002.660.180.0011.677.68 019670.00106.83 1001 2 14.00 16.69 1237 17568.600.01.001.002.660.180.007.004.60 011800.0064.10 519 1 4.00 16.69 219 69411.480.01.001.001.820.580.006.386.94 014510.0016.03 475 29508 0 60927 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 18 284.0 30.96 552 12186.150.01.000.802.570.210.003.834.93 07240.0016.12 666 17 278.0 30.82 275 5602.540.01.000.802.680.180.001.921.81 02840.008.06 285 16 268.0 30.59 1137 235411.130.01.000.802.630.190.007.678.43 012980.0033.78 1217 15 250.0 30.14 3048 434711.650.01.000.802.720.160.009.587.74 017590.0088.55 1299 14 230.0 29.62 3658 493411.650.01.000.802.720.160.009.587.74 019120.00106.83 1276 13 216.0 29.23 1444 21236.810.01.000.802.510.230.003.835.73 011250.0042.73 679 12 206.0 28.94 2144 30008.250.01.000.802.630.190.005.756.19 013410.0064.10 855 11 190.0 28.45 3513 474011.650.01.000.802.720.160.009.587.74 019120.00106.83 1226 10 170.0 27.79 3432 462911.640.01.000.802.720.160.009.587.74 019120.00106.83 1197 9 150.0 27.07 3343 461313.370.01.000.802.580.200.0011.6710.15 023220.00106.83 1271 8 130.0 26.27 3244 431011.220.01.000.802.660.180.0011.677.68 019670.00106.83 1066 7 110.0 25.36 3132 430612.810.01.000.802.660.180.0011.677.68 019670.00106.83 1175 6 90.00 24.31 3002 412812.810.01.000.802.660.180.0011.677.68 020990.00106.83 1126 5 70.00 23.06 2847 404814.830.01.000.802.580.200.0011.6710.15 023220.00106.83 1200 4 50.00 21.48 2653 364812.810.01.000.802.660.180.0011.677.68 019670.00106.83 995 3 30.00 19.29 2382 327612.810.01.000.802.660.180.0011.677.68 019670.00106.83 894 2 14.00 16.69 1237 17017.680.01.000.802.660.180.007.004.60 011800.0064.10 464 1 4.00 16.69 219 63610.090.01.000.801.820.580.006.386.94 014510.0016.03 417 29508 0 58570 Page 9 9/11/2017 3:49:16 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 30.96 552 12456.400.01.000.852.570.210.003.834.93 07240.0016.12 693 17 278.0 30.82 275 5702.630.01.000.852.680.180.001.921.81 02840.008.06 295 16 268.0 30.59 1137 240011.550.01.000.852.630.190.007.678.43 012980.0033.78 1263 15 250.0 30.14 3048 439012.040.01.000.852.720.160.009.587.74 017590.0088.55 1342 14 230.0 29.62 3658 497612.040.01.000.852.720.160.009.587.74 019120.00106.83 1319 13 216.0 29.23 1444 21517.090.01.000.852.510.230.003.835.73 011250.0042.73 708 12 206.0 28.94 2144 30328.560.01.000.852.630.190.005.756.19 013410.0064.10 887 11 190.0 28.45 3513 478012.040.01.000.852.720.160.009.587.74 019120.00106.83 1267 10 170.0 27.79 3432 466912.030.01.000.852.720.160.009.587.74 019120.00106.83 1237 9 150.0 27.07 3343 466213.880.01.000.852.580.200.0011.6710.15 023220.00106.83 1319 8 130.0 26.27 3244 434611.610.01.000.852.660.180.0011.677.68 019670.00106.83 1103 7 110.0 25.36 3132 434213.190.01.000.852.660.180.0011.677.68 019670.00106.83 1210 6 90.00 24.31 3002 416213.190.01.000.852.660.180.0011.677.68 020990.00106.83 1160 5 70.00 23.06 2847 408915.340.01.000.852.580.200.0011.6710.15 023220.00106.83 1241 4 50.00 21.48 2653 367813.190.01.000.852.660.180.0011.677.68 019670.00106.83 1025 3 30.00 19.29 2382 330313.200.01.000.852.660.180.0011.677.68 019670.00106.83 921 2 14.00 16.69 1237 17147.910.01.000.852.660.180.007.004.60 011800.0064.10 478 1 4.00 16.69 219 65110.440.01.000.851.820.580.006.386.94 014510.0016.03 432 29508 0 59159 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 18 284.0 3.09 62 14917.691.91.001.001.870.5214.5018.334.93 1841256619.8418.60 87 17 278.0 3.07 35 737.351.91.001.001.960.466.468.371.81 82611109.909.30 38 16 268.0 3.05 140 30032.091.81.001.001.920.4927.2834.958.43 3636493343.1538.71 160 15 250.0 3.01 334 51134.941.81.001.001.990.4431.9441.527.74 5802756073.47102.93 178 14 230.0 2.95 375 54934.721.81.001.001.990.4431.6741.267.74 6343825672.86125.05 174 13 216.0 2.91 115 20419.781.81.001.001.830.5615.6319.465.73 3036416128.9649.97 90 12 206.0 2.89 211 31922.491.81.001.001.960.4618.8024.556.19 3918525843.2474.91 108 11 190.0 2.84 360 52534.241.81.001.002.000.4331.0840.667.74 6198811071.48124.70 165 10 170.0 2.77 352 51333.951.81.001.002.010.4330.7340.327.74 6115802870.69124.51 160 9 150.0 2.70 314 48839.401.71.001.001.930.4831.8243.4810.15 6471879369.81124.29 175 8 130.0 2.62 325 47934.861.71.001.001.990.4429.9241.597.68 6001796768.82124.04 155 7 110.0 2.53 314 46234.461.71.001.002.000.4329.4341.097.68 5883784967.68123.75 148 6 90.00 2.42 301 44133.991.71.001.002.010.4328.8440.517.68 5745784466.33123.42 141 5 70.00 2.30 268 41237.441.61.001.001.960.4629.4841.1510.15 5913823564.69123.00 143 4 50.00 2.14 266 38732.681.61.001.002.030.4227.2038.867.68 5364733162.55122.47 121 3 30.00 1.92 238 34531.621.51.001.002.050.4025.8437.517.68 5059702559.43121.69 106 2 14.00 1.66 122 17618.091.41.001.002.090.3914.3721.374.60 2786396633.0472.36 53 1 4.00 1.66 12 5516.931.21.001.001.790.755.3611.756.94 106925207.2917.85 43 111512 82004 6387 Page 10 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 3.09 62 14416.711.91.000.801.870.5214.5018.334.93 1841256619.8418.60 82 17 278.0 3.07 35 716.991.91.000.801.960.466.468.371.81 82611109.909.30 36 16 268.0 3.05 140 29130.411.81.000.801.920.4927.2834.958.43 3636493343.1538.71 151 15 250.0 3.01 334 50333.391.81.000.801.990.4431.9441.527.74 5802756073.47102.93 170 14 230.0 2.95 375 54133.171.81.000.801.990.4431.6741.267.74 6343825672.86125.05 166 13 216.0 2.91 115 19918.631.81.000.801.830.5615.6319.465.73 3036416128.9649.97 84 12 206.0 2.89 211 31321.251.81.000.801.960.4618.8024.556.19 3918525843.2474.91 102 11 190.0 2.84 360 51832.691.81.000.802.000.4331.0840.667.74 6198811071.48124.70 158 10 170.0 2.77 352 50532.401.81.000.802.010.4330.7340.327.74 6115802870.69124.51 153 9 150.0 2.70 314 47937.371.71.000.801.930.4831.8243.4810.15 6471879369.81124.29 166 8 130.0 2.62 325 47333.331.71.000.801.990.4429.9241.597.68 6001796768.82124.04 148 7 110.0 2.53 314 45532.931.71.000.802.000.4329.4341.097.68 5883784967.68123.75 142 6 90.00 2.42 301 43532.451.71.000.802.010.4328.8440.517.68 5745784466.33123.42 134 5 70.00 2.30 268 40435.411.61.000.801.960.4629.4841.1510.15 5913823564.69123.00 136 4 50.00 2.14 266 38131.141.61.000.802.030.4227.2038.867.68 5364733162.55122.47 115 3 30.00 1.92 238 33930.091.51.000.802.050.4025.8437.517.68 5059702559.43121.69 101 2 14.00 1.66 122 17317.171.41.000.802.090.3914.3721.374.60 2786396633.0472.36 51 1 4.00 1.66 12 5115.541.21.000.801.790.755.3611.756.94 106925207.2917.85 39 111512 82004 6276 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 18 284.0 3.09 62 14616.951.91.000.851.870.5214.5018.334.93 1841256619.8418.60 83 17 278.0 3.07 35 717.081.91.000.851.960.466.468.371.81 82611109.909.30 36 16 268.0 3.05 140 29330.831.81.000.851.920.4927.2834.958.43 3636493343.1538.71 153 15 250.0 3.01 334 50533.781.81.000.851.990.4431.9441.527.74 5802756073.47102.93 172 14 230.0 2.95 375 54333.561.81.000.851.990.4431.6741.267.74 6343825672.86125.05 168 13 216.0 2.91 115 20018.921.81.000.851.830.5615.6319.465.73 3036416128.9649.97 86 12 206.0 2.89 211 31421.561.81.000.851.960.4618.8024.556.19 3918525843.2474.91 104 11 190.0 2.84 360 52033.071.81.000.852.000.4331.0840.667.74 6198811071.48124.70 160 10 170.0 2.77 352 50732.791.81.000.852.010.4330.7340.327.74 6115802870.69124.51 155 9 150.0 2.70 314 48237.881.71.000.851.930.4831.8243.4810.15 6471879369.81124.29 168 8 130.0 2.62 325 47433.711.71.000.851.990.4429.9241.597.68 6001796768.82124.04 150 7 110.0 2.53 314 45733.311.71.000.852.000.4329.4341.097.68 5883784967.68123.75 143 6 90.00 2.42 301 43732.841.71.000.852.010.4328.8440.517.68 5745784466.33123.42 136 5 70.00 2.30 268 40635.911.61.000.851.960.4629.4841.1510.15 5913823564.69123.00 138 4 50.00 2.14 266 38231.531.61.000.852.030.4227.2038.867.68 5364733162.55122.47 117 3 30.00 1.92 238 34130.471.51.000.852.050.4025.8437.517.68 5059702559.43121.69 102 2 14.00 1.66 122 17417.401.41.000.852.090.3914.3721.374.60 2786396633.0472.36 51 1 4.00 1.66 12 5215.891.21.000.851.790.755.3611.756.94 106925207.2917.85 40 111512 82004 6304 Page 11 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 3.09 62 14917.691.91.001.001.870.5214.5018.334.93 1841256619.8418.60 87 17 278.0 3.07 35 737.351.91.001.001.960.466.468.371.81 82611109.909.30 38 16 268.0 3.05 140 30032.091.81.001.001.920.4927.2834.958.43 3636493343.1538.71 160 15 250.0 3.01 334 51134.941.81.001.001.990.4431.9441.527.74 5802756073.47102.93 178 14 230.0 2.95 375 54934.721.81.001.001.990.4431.6741.267.74 6343825672.86125.05 174 13 216.0 2.91 115 20419.781.81.001.001.830.5615.6319.465.73 3036416128.9649.97 90 12 206.0 2.89 211 31922.491.81.001.001.960.4618.8024.556.19 3918525843.2474.91 108 11 190.0 2.84 360 52534.241.81.001.002.000.4331.0840.667.74 6198811071.48124.70 165 10 170.0 2.77 352 51333.951.81.001.002.010.4330.7340.327.74 6115802870.69124.51 160 9 150.0 2.70 314 48839.401.71.001.001.930.4831.8243.4810.15 6471879369.81124.29 175 8 130.0 2.62 325 47934.861.71.001.001.990.4429.9241.597.68 6001796768.82124.04 155 7 110.0 2.53 314 46234.461.71.001.002.000.4329.4341.097.68 5883784967.68123.75 148 6 90.00 2.42 301 44133.991.71.001.002.010.4328.8440.517.68 5745784466.33123.42 141 5 70.00 2.30 268 41237.441.61.001.001.960.4629.4841.1510.15 5913823564.69123.00 143 4 50.00 2.14 266 38732.681.61.001.002.030.4227.2038.867.68 5364733162.55122.47 121 3 30.00 1.92 238 34531.621.51.001.002.050.4025.8437.517.68 5059702559.43121.69 106 2 14.00 1.66 122 17618.091.41.001.002.090.3914.3721.374.60 2786396633.0472.36 53 1 4.00 1.66 12 5516.931.21.001.001.790.755.3611.756.94 106925207.2917.85 43 111512 82004 6387 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 18 284.0 3.09 62 14416.711.91.000.801.870.5214.5018.334.93 1841256619.8418.60 82 17 278.0 3.07 35 716.991.91.000.801.960.466.468.371.81 82611109.909.30 36 16 268.0 3.05 140 29130.411.81.000.801.920.4927.2834.958.43 3636493343.1538.71 151 15 250.0 3.01 334 50333.391.81.000.801.990.4431.9441.527.74 5802756073.47102.93 170 14 230.0 2.95 375 54133.171.81.000.801.990.4431.6741.267.74 6343825672.86125.05 166 13 216.0 2.91 115 19918.631.81.000.801.830.5615.6319.465.73 3036416128.9649.97 84 12 206.0 2.89 211 31321.251.81.000.801.960.4618.8024.556.19 3918525843.2474.91 102 11 190.0 2.84 360 51832.691.81.000.802.000.4331.0840.667.74 6198811071.48124.70 158 10 170.0 2.77 352 50532.401.81.000.802.010.4330.7340.327.74 6115802870.69124.51 153 9 150.0 2.70 314 47937.371.71.000.801.930.4831.8243.4810.15 6471879369.81124.29 166 8 130.0 2.62 325 47333.331.71.000.801.990.4429.9241.597.68 6001796768.82124.04 148 7 110.0 2.53 314 45532.931.71.000.802.000.4329.4341.097.68 5883784967.68123.75 142 6 90.00 2.42 301 43532.451.71.000.802.010.4328.8440.517.68 5745784466.33123.42 134 5 70.00 2.30 268 40435.411.61.000.801.960.4629.4841.1510.15 5913823564.69123.00 136 4 50.00 2.14 266 38131.141.61.000.802.030.4227.2038.867.68 5364733162.55122.47 115 3 30.00 1.92 238 33930.091.51.000.802.050.4025.8437.517.68 5059702559.43121.69 101 2 14.00 1.66 122 17317.171.41.000.802.090.3914.3721.374.60 2786396633.0472.36 51 1 4.00 1.66 12 5115.541.21.000.801.790.755.3611.756.94 106925207.2917.85 39 111512 82004 6276 Page 12 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 3.09 62 14616.951.91.000.851.870.5214.5018.334.93 1841256619.8418.60 83 17 278.0 3.07 35 717.081.91.000.851.960.466.468.371.81 82611109.909.30 36 16 268.0 3.05 140 29330.831.81.000.851.920.4927.2834.958.43 3636493343.1538.71 153 15 250.0 3.01 334 50533.781.81.000.851.990.4431.9441.527.74 5802756073.47102.93 172 14 230.0 2.95 375 54333.561.81.000.851.990.4431.6741.267.74 6343825672.86125.05 168 13 216.0 2.91 115 20018.921.81.000.851.830.5615.6319.465.73 3036416128.9649.97 86 12 206.0 2.89 211 31421.561.81.000.851.960.4618.8024.556.19 3918525843.2474.91 104 11 190.0 2.84 360 52033.071.81.000.852.000.4331.0840.667.74 6198811071.48124.70 160 10 170.0 2.77 352 50732.791.81.000.852.010.4330.7340.327.74 6115802870.69124.51 155 9 150.0 2.70 314 48237.881.71.000.851.930.4831.8243.4810.15 6471879369.81124.29 168 8 130.0 2.62 325 47433.711.71.000.851.990.4429.9241.597.68 6001796768.82124.04 150 7 110.0 2.53 314 45733.311.71.000.852.000.4329.4341.097.68 5883784967.68123.75 143 6 90.00 2.42 301 43732.841.71.000.852.010.4328.8440.517.68 5745784466.33123.42 136 5 70.00 2.30 268 40635.911.61.000.851.960.4629.4841.1510.15 5913823564.69123.00 138 4 50.00 2.14 266 38231.531.61.000.852.030.4227.2038.867.68 5364733162.55122.47 117 3 30.00 1.92 238 34130.471.51.000.852.050.4025.8437.517.68 5059702559.43121.69 102 2 14.00 1.66 122 17417.401.41.000.852.090.3914.3721.374.60 2786396633.0472.36 51 1 4.00 1.66 12 5215.891.21.000.851.790.755.3611.756.94 106925207.2917.85 40 111512 82004 6304 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 18 284.0 3.09 62 14917.691.91.001.001.870.5214.5018.334.93 1841256619.8418.60 87 17 278.0 3.07 35 737.351.91.001.001.960.466.468.371.81 82611109.909.30 38 16 268.0 3.05 140 30032.091.81.001.001.920.4927.2834.958.43 3636493343.1538.71 160 15 250.0 3.01 334 51134.941.81.001.001.990.4431.9441.527.74 5802756073.47102.93 178 14 230.0 2.95 375 54934.721.81.001.001.990.4431.6741.267.74 6343825672.86125.05 174 13 216.0 2.91 115 20419.781.81.001.001.830.5615.6319.465.73 3036416128.9649.97 90 12 206.0 2.89 211 31922.491.81.001.001.960.4618.8024.556.19 3918525843.2474.91 108 11 190.0 2.84 360 52534.241.81.001.002.000.4331.0840.667.74 6198811071.48124.70 165 10 170.0 2.77 352 51333.951.81.001.002.010.4330.7340.327.74 6115802870.69124.51 160 9 150.0 2.70 314 48839.401.71.001.001.930.4831.8243.4810.15 6471879369.81124.29 175 8 130.0 2.62 325 47934.861.71.001.001.990.4429.9241.597.68 6001796768.82124.04 155 7 110.0 2.53 314 46234.461.71.001.002.000.4329.4341.097.68 5883784967.68123.75 148 6 90.00 2.42 301 44133.991.71.001.002.010.4328.8440.517.68 5745784466.33123.42 141 5 70.00 2.30 268 41237.441.61.001.001.960.4629.4841.1510.15 5913823564.69123.00 143 4 50.00 2.14 266 38732.681.61.001.002.030.4227.2038.867.68 5364733162.55122.47 121 3 30.00 1.92 238 34531.621.51.001.002.050.4025.8437.517.68 5059702559.43121.69 106 2 14.00 1.66 122 17618.091.41.001.002.090.3914.3721.374.60 2786396633.0472.36 53 1 4.00 1.66 12 5516.931.21.001.001.790.755.3611.756.94 106925207.2917.85 43 111512 82004 6387 Page 13 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 3.09 62 14416.711.91.000.801.870.5214.5018.334.93 1841256619.8418.60 82 17 278.0 3.07 35 716.991.91.000.801.960.466.468.371.81 82611109.909.30 36 16 268.0 3.05 140 29130.411.81.000.801.920.4927.2834.958.43 3636493343.1538.71 151 15 250.0 3.01 334 50333.391.81.000.801.990.4431.9441.527.74 5802756073.47102.93 170 14 230.0 2.95 375 54133.171.81.000.801.990.4431.6741.267.74 6343825672.86125.05 166 13 216.0 2.91 115 19918.631.81.000.801.830.5615.6319.465.73 3036416128.9649.97 84 12 206.0 2.89 211 31321.251.81.000.801.960.4618.8024.556.19 3918525843.2474.91 102 11 190.0 2.84 360 51832.691.81.000.802.000.4331.0840.667.74 6198811071.48124.70 158 10 170.0 2.77 352 50532.401.81.000.802.010.4330.7340.327.74 6115802870.69124.51 153 9 150.0 2.70 314 47937.371.71.000.801.930.4831.8243.4810.15 6471879369.81124.29 166 8 130.0 2.62 325 47333.331.71.000.801.990.4429.9241.597.68 6001796768.82124.04 148 7 110.0 2.53 314 45532.931.71.000.802.000.4329.4341.097.68 5883784967.68123.75 142 6 90.00 2.42 301 43532.451.71.000.802.010.4328.8440.517.68 5745784466.33123.42 134 5 70.00 2.30 268 40435.411.61.000.801.960.4629.4841.1510.15 5913823564.69123.00 136 4 50.00 2.14 266 38131.141.61.000.802.030.4227.2038.867.68 5364733162.55122.47 115 3 30.00 1.92 238 33930.091.51.000.802.050.4025.8437.517.68 5059702559.43121.69 101 2 14.00 1.66 122 17317.171.41.000.802.090.3914.3721.374.60 2786396633.0472.36 51 1 4.00 1.66 12 5115.541.21.000.801.790.755.3611.756.94 106925207.2917.85 39 111512 82004 6276 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 18 284.0 3.09 62 14616.951.91.000.851.870.5214.5018.334.93 1841256619.8418.60 83 17 278.0 3.07 35 717.081.91.000.851.960.466.468.371.81 82611109.909.30 36 16 268.0 3.05 140 29330.831.81.000.851.920.4927.2834.958.43 3636493343.1538.71 153 15 250.0 3.01 334 50533.781.81.000.851.990.4431.9441.527.74 5802756073.47102.93 172 14 230.0 2.95 375 54333.561.81.000.851.990.4431.6741.267.74 6343825672.86125.05 168 13 216.0 2.91 115 20018.921.81.000.851.830.5615.6319.465.73 3036416128.9649.97 86 12 206.0 2.89 211 31421.561.81.000.851.960.4618.8024.556.19 3918525843.2474.91 104 11 190.0 2.84 360 52033.071.81.000.852.000.4331.0840.667.74 6198811071.48124.70 160 10 170.0 2.77 352 50732.791.81.000.852.010.4330.7340.327.74 6115802870.69124.51 155 9 150.0 2.70 314 48237.881.71.000.851.930.4831.8243.4810.15 6471879369.81124.29 168 8 130.0 2.62 325 47433.711.71.000.851.990.4429.9241.597.68 6001796768.82124.04 150 7 110.0 2.53 314 45733.311.71.000.852.000.4329.4341.097.68 5883784967.68123.75 143 6 90.00 2.42 301 43732.841.71.000.852.010.4328.8440.517.68 5745784466.33123.42 136 5 70.00 2.30 268 40635.911.61.000.851.960.4629.4841.1510.15 5913823564.69123.00 138 4 50.00 2.14 266 38231.531.61.000.852.030.4227.2038.867.68 5364733162.55122.47 117 3 30.00 1.92 238 34130.471.51.000.852.050.4025.8437.517.68 5059702559.43121.69 102 2 14.00 1.66 122 17417.401.41.000.852.090.3914.3721.374.60 2786396633.0472.36 51 1 4.00 1.66 12 5215.891.21.000.851.790.755.3611.756.94 106925207.2917.85 40 111512 82004 6304 Page 14 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 12.35 138 3307.140.01.001.002.570.210.003.834.93 06040.0016.12 193 17 278.0 12.30 69 1502.900.01.001.002.680.180.001.921.81 02360.008.06 81 16 268.0 12.20 283 63312.820.01.001.002.630.190.007.678.43 010810.0033.78 349 15 250.0 12.02 760 112713.200.01.001.002.720.160.009.587.74 014660.0088.55 367 14 230.0 11.81 912 127213.200.01.001.002.720.160.009.587.74 015940.00106.83 361 13 216.0 11.66 360 5587.950.01.001.002.510.230.003.835.73 09380.0042.73 198 12 206.0 11.54 535 7809.490.01.001.002.630.190.005.756.19 011170.0064.10 245 11 190.0 11.35 876 122213.200.01.001.002.720.160.009.587.74 015940.00106.83 346 10 170.0 11.09 856 119413.190.01.001.002.720.160.009.587.74 015940.00106.83 338 9 150.0 10.80 833 123316.860.01.001.002.580.200.0011.6710.15 019350.00106.83 399 8 130.0 10.48 809 114814.350.01.001.002.660.180.0011.677.68 016390.00106.83 340 7 110.0 10.12 781 110914.350.01.001.002.660.180.0011.677.68 016390.00106.83 328 6 90.00 9.70 748 106314.350.01.001.002.660.180.0011.677.68 017490.00106.83 314 5 70.00 9.20 710 105016.860.01.001.002.580.200.0011.6710.15 019350.00106.83 340 4 50.00 8.57 661 93914.350.01.001.002.660.180.0011.677.68 016390.00106.83 278 3 30.00 7.69 594 84314.350.01.001.002.660.180.0011.677.68 016390.00106.83 250 2 14.00 6.66 308 4388.600.01.001.002.660.180.007.004.60 09830.0064.10 129 1 4.00 6.66 55 17411.590.01.001.001.820.580.006.386.94 012100.0016.03 119 24590 0 15263 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 18 284.0 12.35 138 3046.150.01.000.802.570.210.003.834.93 06040.0016.12 166 17 278.0 12.30 69 1402.540.01.000.802.680.180.001.921.81 02360.008.06 71 16 268.0 12.20 283 58711.130.01.000.802.630.190.007.678.43 010810.0033.78 303 15 250.0 12.02 760 108411.650.01.000.802.720.160.009.587.74 014660.0088.55 324 14 230.0 11.81 912 123011.650.01.000.802.720.160.009.587.74 015940.00106.83 318 13 216.0 11.66 360 5296.810.01.000.802.510.230.003.835.73 09380.0042.73 169 12 206.0 11.54 535 7488.250.01.000.802.630.190.005.756.19 011170.0064.10 213 11 190.0 11.35 876 118211.650.01.000.802.720.160.009.587.74 015940.00106.83 306 10 170.0 11.09 856 115411.640.01.000.802.720.160.009.587.74 015940.00106.83 298 9 150.0 10.80 833 118514.830.01.000.802.580.200.0011.6710.15 019350.00106.83 351 8 130.0 10.48 809 111212.810.01.000.802.660.180.0011.677.68 016390.00106.83 303 7 110.0 10.12 781 107412.810.01.000.802.660.180.0011.677.68 016390.00106.83 293 6 90.00 9.70 748 102912.810.01.000.802.660.180.0011.677.68 017490.00106.83 281 5 70.00 9.20 710 100914.830.01.000.802.580.200.0011.6710.15 019350.00106.83 299 4 50.00 8.57 661 90912.810.01.000.802.660.180.0011.677.68 016390.00106.83 248 3 30.00 7.69 594 81712.810.01.000.802.660.180.0011.677.68 016390.00106.83 223 2 14.00 6.66 308 4247.680.01.000.802.660.180.007.004.60 09830.0064.10 116 1 4.00 6.66 55 16010.200.01.000.801.820.580.006.386.94 012100.0016.03 105 24590 0 14675 Page 15 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 12.35 138 3106.400.01.000.852.570.210.003.834.93 06040.0016.12 173 17 278.0 12.30 69 1422.630.01.000.852.680.180.001.921.81 02360.008.06 74 16 268.0 12.20 283 59811.550.01.000.852.630.190.007.678.43 010810.0033.78 315 15 250.0 12.02 760 109412.040.01.000.852.720.160.009.587.74 014660.0088.55 335 14 230.0 11.81 912 124112.040.01.000.852.720.160.009.587.74 015940.00106.83 329 13 216.0 11.66 360 5367.090.01.000.852.510.230.003.835.73 09380.0042.73 176 12 206.0 11.54 535 7568.560.01.000.852.630.190.005.756.19 011170.0064.10 221 11 190.0 11.35 876 119212.040.01.000.852.720.160.009.587.74 015940.00106.83 316 10 170.0 11.09 856 116412.030.01.000.852.720.160.009.587.74 015940.00106.83 308 9 150.0 10.80 833 119715.340.01.000.852.580.200.0011.6710.15 019350.00106.83 363 8 130.0 10.48 809 112113.190.01.000.852.660.180.0011.677.68 016390.00106.83 312 7 110.0 10.12 781 108213.190.01.000.852.660.180.0011.677.68 016390.00106.83 302 6 90.00 9.70 748 103813.190.01.000.852.660.180.0011.677.68 017490.00106.83 289 5 70.00 9.20 710 101915.340.01.000.852.580.200.0011.6710.15 019350.00106.83 309 4 50.00 8.57 661 91713.190.01.000.852.660.180.0011.677.68 016390.00106.83 256 3 30.00 7.69 594 82313.200.01.000.852.660.180.0011.677.68 016390.00106.83 230 2 14.00 6.66 308 4277.910.01.000.852.660.180.007.004.60 09830.0064.10 119 1 4.00 6.66 55 16310.550.01.000.851.820.580.006.386.94 012100.0016.03 109 24590 0 14822 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 18 284.0 12.35 138 3307.140.01.001.002.570.210.003.834.93 06040.0016.12 193 17 278.0 12.30 69 1502.900.01.001.002.680.180.001.921.81 02360.008.06 81 16 268.0 12.20 283 63312.820.01.001.002.630.190.007.678.43 010810.0033.78 349 15 250.0 12.02 760 112713.200.01.001.002.720.160.009.587.74 014660.0088.55 367 14 230.0 11.81 912 127213.200.01.001.002.720.160.009.587.74 015940.00106.83 361 13 216.0 11.66 360 5587.950.01.001.002.510.230.003.835.73 09380.0042.73 198 12 206.0 11.54 535 7809.490.01.001.002.630.190.005.756.19 011170.0064.10 245 11 190.0 11.35 876 122213.200.01.001.002.720.160.009.587.74 015940.00106.83 346 10 170.0 11.09 856 119413.190.01.001.002.720.160.009.587.74 015940.00106.83 338 9 150.0 10.80 833 123316.860.01.001.002.580.200.0011.6710.15 019350.00106.83 399 8 130.0 10.48 809 114814.350.01.001.002.660.180.0011.677.68 016390.00106.83 340 7 110.0 10.12 781 110914.350.01.001.002.660.180.0011.677.68 016390.00106.83 328 6 90.00 9.70 748 106314.350.01.001.002.660.180.0011.677.68 017490.00106.83 314 5 70.00 9.20 710 105016.860.01.001.002.580.200.0011.6710.15 019350.00106.83 340 4 50.00 8.57 661 93914.350.01.001.002.660.180.0011.677.68 016390.00106.83 278 3 30.00 7.69 594 84314.350.01.001.002.660.180.0011.677.68 016390.00106.83 250 2 14.00 6.66 308 4388.600.01.001.002.660.180.007.004.60 09830.0064.10 129 1 4.00 6.66 55 17411.590.01.001.001.820.580.006.386.94 012100.0016.03 119 24590 0 15263 Page 16 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 12.35 138 3046.150.01.000.802.570.210.003.834.93 06040.0016.12 166 17 278.0 12.30 69 1402.540.01.000.802.680.180.001.921.81 02360.008.06 71 16 268.0 12.20 283 58711.130.01.000.802.630.190.007.678.43 010810.0033.78 303 15 250.0 12.02 760 108411.650.01.000.802.720.160.009.587.74 014660.0088.55 324 14 230.0 11.81 912 123011.650.01.000.802.720.160.009.587.74 015940.00106.83 318 13 216.0 11.66 360 5296.810.01.000.802.510.230.003.835.73 09380.0042.73 169 12 206.0 11.54 535 7488.250.01.000.802.630.190.005.756.19 011170.0064.10 213 11 190.0 11.35 876 118211.650.01.000.802.720.160.009.587.74 015940.00106.83 306 10 170.0 11.09 856 115411.640.01.000.802.720.160.009.587.74 015940.00106.83 298 9 150.0 10.80 833 118514.830.01.000.802.580.200.0011.6710.15 019350.00106.83 351 8 130.0 10.48 809 111212.810.01.000.802.660.180.0011.677.68 016390.00106.83 303 7 110.0 10.12 781 107412.810.01.000.802.660.180.0011.677.68 016390.00106.83 293 6 90.00 9.70 748 102912.810.01.000.802.660.180.0011.677.68 017490.00106.83 281 5 70.00 9.20 710 100914.830.01.000.802.580.200.0011.6710.15 019350.00106.83 299 4 50.00 8.57 661 90912.810.01.000.802.660.180.0011.677.68 016390.00106.83 248 3 30.00 7.69 594 81712.810.01.000.802.660.180.0011.677.68 016390.00106.83 223 2 14.00 6.66 308 4247.680.01.000.802.660.180.007.004.60 09830.0064.10 116 1 4.00 6.66 55 16010.200.01.000.801.820.580.006.386.94 012100.0016.03 105 24590 0 14675 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 18 284.0 12.35 138 3106.400.01.000.852.570.210.003.834.93 06040.0016.12 173 17 278.0 12.30 69 1422.630.01.000.852.680.180.001.921.81 02360.008.06 74 16 268.0 12.20 283 59811.550.01.000.852.630.190.007.678.43 010810.0033.78 315 15 250.0 12.02 760 109412.040.01.000.852.720.160.009.587.74 014660.0088.55 335 14 230.0 11.81 912 124112.040.01.000.852.720.160.009.587.74 015940.00106.83 329 13 216.0 11.66 360 5367.090.01.000.852.510.230.003.835.73 09380.0042.73 176 12 206.0 11.54 535 7568.560.01.000.852.630.190.005.756.19 011170.0064.10 221 11 190.0 11.35 876 119212.040.01.000.852.720.160.009.587.74 015940.00106.83 316 10 170.0 11.09 856 116412.030.01.000.852.720.160.009.587.74 015940.00106.83 308 9 150.0 10.80 833 119715.340.01.000.852.580.200.0011.6710.15 019350.00106.83 363 8 130.0 10.48 809 112113.190.01.000.852.660.180.0011.677.68 016390.00106.83 312 7 110.0 10.12 781 108213.190.01.000.852.660.180.0011.677.68 016390.00106.83 302 6 90.00 9.70 748 103813.190.01.000.852.660.180.0011.677.68 017490.00106.83 289 5 70.00 9.20 710 101915.340.01.000.852.580.200.0011.6710.15 019350.00106.83 309 4 50.00 8.57 661 91713.190.01.000.852.660.180.0011.677.68 016390.00106.83 256 3 30.00 7.69 594 82313.200.01.000.852.660.180.0011.677.68 016390.00106.83 230 2 14.00 6.66 308 4277.910.01.000.852.660.180.007.004.60 09830.0064.10 119 1 4.00 6.66 55 16310.550.01.000.851.820.580.006.386.94 012100.0016.03 109 24590 0 14822 Page 17 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 12.35 138 3307.140.01.001.002.570.210.003.834.93 06040.0016.12 193 17 278.0 12.30 69 1502.900.01.001.002.680.180.001.921.81 02360.008.06 81 16 268.0 12.20 283 63312.820.01.001.002.630.190.007.678.43 010810.0033.78 349 15 250.0 12.02 760 112713.200.01.001.002.720.160.009.587.74 014660.0088.55 367 14 230.0 11.81 912 127213.200.01.001.002.720.160.009.587.74 015940.00106.83 361 13 216.0 11.66 360 5587.950.01.001.002.510.230.003.835.73 09380.0042.73 198 12 206.0 11.54 535 7809.490.01.001.002.630.190.005.756.19 011170.0064.10 245 11 190.0 11.35 876 122213.200.01.001.002.720.160.009.587.74 015940.00106.83 346 10 170.0 11.09 856 119413.190.01.001.002.720.160.009.587.74 015940.00106.83 338 9 150.0 10.80 833 123316.860.01.001.002.580.200.0011.6710.15 019350.00106.83 399 8 130.0 10.48 809 114814.350.01.001.002.660.180.0011.677.68 016390.00106.83 340 7 110.0 10.12 781 110914.350.01.001.002.660.180.0011.677.68 016390.00106.83 328 6 90.00 9.70 748 106314.350.01.001.002.660.180.0011.677.68 017490.00106.83 314 5 70.00 9.20 710 105016.860.01.001.002.580.200.0011.6710.15 019350.00106.83 340 4 50.00 8.57 661 93914.350.01.001.002.660.180.0011.677.68 016390.00106.83 278 3 30.00 7.69 594 84314.350.01.001.002.660.180.0011.677.68 016390.00106.83 250 2 14.00 6.66 308 4388.600.01.001.002.660.180.007.004.60 09830.0064.10 129 1 4.00 6.66 55 17411.590.01.001.001.820.580.006.386.94 012100.0016.03 119 24590 0 15263 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 18 284.0 12.35 138 3046.150.01.000.802.570.210.003.834.93 06040.0016.12 166 17 278.0 12.30 69 1402.540.01.000.802.680.180.001.921.81 02360.008.06 71 16 268.0 12.20 283 58711.130.01.000.802.630.190.007.678.43 010810.0033.78 303 15 250.0 12.02 760 108411.650.01.000.802.720.160.009.587.74 014660.0088.55 324 14 230.0 11.81 912 123011.650.01.000.802.720.160.009.587.74 015940.00106.83 318 13 216.0 11.66 360 5296.810.01.000.802.510.230.003.835.73 09380.0042.73 169 12 206.0 11.54 535 7488.250.01.000.802.630.190.005.756.19 011170.0064.10 213 11 190.0 11.35 876 118211.650.01.000.802.720.160.009.587.74 015940.00106.83 306 10 170.0 11.09 856 115411.640.01.000.802.720.160.009.587.74 015940.00106.83 298 9 150.0 10.80 833 118514.830.01.000.802.580.200.0011.6710.15 019350.00106.83 351 8 130.0 10.48 809 111212.810.01.000.802.660.180.0011.677.68 016390.00106.83 303 7 110.0 10.12 781 107412.810.01.000.802.660.180.0011.677.68 016390.00106.83 293 6 90.00 9.70 748 102912.810.01.000.802.660.180.0011.677.68 017490.00106.83 281 5 70.00 9.20 710 100914.830.01.000.802.580.200.0011.6710.15 019350.00106.83 299 4 50.00 8.57 661 90912.810.01.000.802.660.180.0011.677.68 016390.00106.83 248 3 30.00 7.69 594 81712.810.01.000.802.660.180.0011.677.68 016390.00106.83 223 2 14.00 6.66 308 4247.680.01.000.802.660.180.007.004.60 09830.0064.10 116 1 4.00 6.66 55 16010.200.01.000.801.820.580.006.386.94 012100.0016.03 105 24590 0 14675 Page 18 9/11/2017 3:49:17 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 18 284.0 12.35 138 3106.400.01.000.852.570.210.003.834.93 06040.0016.12 173 17 278.0 12.30 69 1422.630.01.000.852.680.180.001.921.81 02360.008.06 74 16 268.0 12.20 283 59811.550.01.000.852.630.190.007.678.43 010810.0033.78 315 15 250.0 12.02 760 109412.040.01.000.852.720.160.009.587.74 014660.0088.55 335 14 230.0 11.81 912 124112.040.01.000.852.720.160.009.587.74 015940.00106.83 329 13 216.0 11.66 360 5367.090.01.000.852.510.230.003.835.73 09380.0042.73 176 12 206.0 11.54 535 7568.560.01.000.852.630.190.005.756.19 011170.0064.10 221 11 190.0 11.35 876 119212.040.01.000.852.720.160.009.587.74 015940.00106.83 316 10 170.0 11.09 856 116412.030.01.000.852.720.160.009.587.74 015940.00106.83 308 9 150.0 10.80 833 119715.340.01.000.852.580.200.0011.6710.15 019350.00106.83 363 8 130.0 10.48 809 112113.190.01.000.852.660.180.0011.677.68 016390.00106.83 312 7 110.0 10.12 781 108213.190.01.000.852.660.180.0011.677.68 016390.00106.83 302 6 90.00 9.70 748 103813.190.01.000.852.660.180.0011.677.68 017490.00106.83 289 5 70.00 9.20 710 101915.340.01.000.852.580.200.0011.6710.15 019350.00106.83 309 4 50.00 8.57 661 91713.190.01.000.852.660.180.0011.677.68 016390.00106.83 256 3 30.00 7.69 594 82313.200.01.000.852.660.180.0011.677.68 016390.00106.83 230 2 14.00 6.66 308 4277.910.01.000.852.660.180.007.004.60 09830.0064.10 119 1 4.00 6.66 55 16310.550.01.000.851.820.580.006.386.94 012100.0016.03 109 24590 0 14822 Page 19 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:8.000Height (ft):0.00Bot Elev (ft):1 Base DIAG HORIZ LEG PX - 4" DIA PIPE CHN - C10 x 25 0.00 -2.74 -87.50 1.2D + 1.0Di + 1.2D + 1.6W 0.000 3.151 2.66 100 100 0 0 100 100 100 21.6 50.0 191.81 0 0 0.00 0.00 45 Member X Member Y 0.000.00000.000.00.00 100 55.9 36.0 201.97 0 0 0.00 0.00 1 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG CHN - C10 x 25 0.00 17.87 0.00 1.2D + 1.0Di + 0 36 0 0 58 0 0.00 0 0 0 0.00 238.14 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 7 0 Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 76.69 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:12.000Height (ft):8.00Bot Elev (ft):2 12'-3 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.58 0.00 -82.02 1.2D + 1.0Di + 1.2D + 1.6W 6.436 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 68 Member X Member Z336.967.95114.7636.0130.550 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 2.61 0.00 0.00 1.2D + 1.6W 330 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 63 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 4.75 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 80.50 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 76.69 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 20 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:20.000Height (ft):20.00Bot Elev (ft):3 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -0.81 0.00 -80.04 1.2D + 1.0Di + 1.2D + 1.6W 6.436 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 67 Member X Member Z176.967.95114.7636.0130.550 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 0.92 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 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 4.75 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 78.62 1.2D + 1.6W 330 0.00 0 0.00 0.00 0 80.50 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):40.00Bot Elev (ft):4 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.96 0.00 -77.91 1.2D + 1.6W 1.2D + 1.6W 90 6.435 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 65 Member X Member Z416.967.95114.7636.0130.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 2.05 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 49 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 4.75 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 74.89 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 78.62 1.2D + 1.6W 330 0.00 0 0.00 0.00 0 0 Num Page 21 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:20.000Height (ft):60.00Bot Elev (ft):5 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -4.21 0.00 -88.35 1.2D + 1.6W 1.2D + 1.6W 90 6.435 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 74 Member X Member Z4113.0512.431110.1036.0114.450 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 DAS - 3X2X0.25 SAE - 1.75X1.75X0.18 3.76 11.76 0.00 1.2D + 1.6W 1.2D + 1.6W 90 36 36 0 0 58 58 15.67 0 4 1 0.00 65.41 0 2 1 12.43 49.72 0.00 0.00 55.68 7.83 48 23 0 Bolt Shear 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) 53.37 8.20 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 93.43 1.2D + 1.6W 0.00 0 0.00 0.00 0 74.89 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):80.00Bot Elev (ft):6 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.1875 -4.20 0.00 -88.12 1.2D + 1.6W 1.2D + 1.6W 6.435 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 73 Member X Member Z6110.447.95116.8836.0131.850 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 - 1.5X1.5X0.1875 3.74 0.00 0.00 1.2D + 1.6W 330 36 0 0 0 0 58 13.47 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.20 60 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 7.12 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 64.81 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 93.43 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 22 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:20.000Height (ft):100.0Bot Elev (ft):7 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -2.01 0.00 -64.47 1.2D + 1.0Di + 1.2D + 1.6W 6.435 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 54 Member X Member Z426.967.95114.7636.0130.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 2.07 0.00 0.00 1.2D + 1.6W 330 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 50 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 4.75 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 63.87 1.2D + 1.6W 330 0.00 0 0.00 0.00 0 64.81 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):120.0Bot Elev (ft):8 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.5X1.5X0.125 -1.46 0.00 -63.58 1.2D + 1.6W 1.2D + 1.6W 6.435 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 53 Member X Member Z306.967.95114.7636.0130.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.125 1.53 0.00 0.00 1.2D + 1.6W 210 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 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 4.75 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 60.56 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 63.87 1.2D + 1.6W 330 0.00 0 0.00 0.00 0 0 Num Page 23 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:20.000Height (ft):140.0Bot Elev (ft):9 20'-5 Bays DIAG HORIZ LEG PX - 3" DIA PIPE SAE - 1.75X1.75X0.18 -3.84 0.00 -77.22 1.2D + 1.6W 1.2D + 1.6W 90 6.435 0.000 4.00 100 0 50 50 0 100 100 42.1 50.0 119.38 0 0 0.00 0.00 64 Member X Member Z3813.0512.431110.1036.0114.450 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 DAS - 3X2X0.25 SAE - 1.75X1.75X0.18 3.38 11.04 0.00 1.2D + 1.6W 1.2D + 1.6W 210 36 36 0 0 58 58 15.67 0 4 1 0.00 65.41 0 2 1 12.43 49.72 0.00 0.00 55.68 7.83 43 22 0 Bolt Shear 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) 53.37 8.20 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 81.91 1.2D + 1.6W 0.00 0 0.00 0.00 0 60.56 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):160.0Bot Elev (ft):10 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -3.97 0.00 -76.98 1.2D + 1.6W 1.2D + 1.6W 6.434 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 92 Member X Member Z5710.447.95116.8836.0131.850 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 - 1.5X1.5X0.1875 3.50 0.00 0.00 1.2D + 1.6W 330 36 0 0 0 0 58 13.47 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.20 56 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 7.12 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 50.92 1.2D + 1.6W 120 0.00 0 0.00 0.00 0 81.91 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 24 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:20.000Height (ft):180.0Bot Elev (ft):11 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -1.55 0.00 -49.11 1.2D + 1.6W 1.2D + 1.6W 6.434 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 59 Member X Member Z2210.447.95116.8936.0131.850 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 - 1.5X1.5X0.1875 1.74 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 13.47 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.20 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 7.12 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 45.88 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 50.92 1.2D + 1.6W 120 0.00 0 0.00 0.00 0 0 Num Section:12.000Height (ft):200.0Bot Elev (ft):12 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 2X2X0.25 -2.01 0.00 -45.67 1.2D + 1.6W 1.2D + 1.6W 6.434 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 54 Member X Member Z1134.8024.861217.2236.0104.050 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 2X2X0.25 1.37 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 24.55 0 0 2 0.00 0.00 0 0 1 24.86 0.00 0.00 0.00 0.00 27.84 7 0 0 Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 19.22 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 48.19 1.2D + 1.6W 120 0.00 0 0.00 0.00 0 45.88 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 25 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:8.000Height (ft):212.0Bot Elev (ft):13 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.25 SAE - 2X2X0.25 -5.98 -15.09 -61.02 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.434 5.039 4.00 100 100 50 50 100 100 100 51.9 50.0 83.12 0 0 0.00 0.00 73 Member X Member X Member Z3434.8024.861217.2236.0104.050 50 109.6 36.0 32.35 4 2 49.72 69.60 46 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.25 SAE - 2X2X0.25 6.19 19.69 15.24 1.2D + 1.6W 180 1.2D + 1.6W 60 1.2D + 1.6W 330 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 55.68 27.84 32 51 15 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) 38.43 19.22 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 66.82 1.2D + 1.6W 0.00 0 20.65 1.2D + 1.6W 60 0.00 0 48.19 1.2D + 1.6W 120 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):220.0Bot Elev (ft):14 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -5.50 0.00 -60.66 1.2D + 1.6W 1.2D + 1.6W 90 6.434 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 72 Member X Member Z7910.447.95116.8936.0131.850 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 5.14 0.00 16.04 1.2D + 1.6W 60 1.2D + 1.6W 90 36 0 50 65 0 58 13.47 0 0 1 101.25 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.20 82 0 15 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 7.12 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 26.49 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 66.82 1.2D + 1.6W 0.00 0 20.65 1.2D + 1.6W 60 120.40 17 0 4 3/4 A325 Num Page 26 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:20.000Height (ft):240.0Bot Elev (ft):15 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.5X1.5X0.1875 -3.14 0.00 -39.27 1.2D + 1.6W 60 1.2D + 1.6W 90 6.434 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 47 Member X Member Z4510.447.95116.8936.0131.750 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 1.5X1.5X0.1875 3.39 0.00 0.00 1.2D + 1.6W 90 36 0 0 0 0 58 13.47 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 6.20 54 0 0 Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 7.12 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 39.77 1.2D + 1.6W 300 0.00 0 0.36 1.2D + 1.6W 0.00 0 26.49 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Section:16.000Height (ft):260.0Bot Elev (ft):16 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 1.75X1.75X0.18 -6.37 0.00 -38.32 1.2D + 1.6W 1.2D + 1.6W 6.433 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 46 Member X Member Z6313.0512.431110.1036.0114.450 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 PX - 2-1/2" DIA PIPE DAS - 3X2X0.25 SAE - 1.75X1.75X0.18 2.89 26.32 1.32 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 210 36 36 50 65 58 58 15.67 0 4 1 101.25 65.41 0 2 1 12.43 49.72 0.00 0.00 55.68 7.83 36 52 1 Member Bolt Shear 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) 53.37 8.20 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 20.04 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 39.77 1.2D + 1.6W 300 0.00 0 0.36 1.2D + 1.6W 120.40 0 0 4 3/4 A325 Num Page 27 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Force/Stress Summary Section:4.000Height (ft):276.0Bot Elev (ft):17 20'-5 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE 0.00 0.00 -12.22 1.2D + 1.6W 0.000 0.000 4.00 100 0 0 0 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 14 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 3.38 0.00 4.79 1.2D + 1.6W 60 1.2D + 1.6W 240 36 0 50 65 0 58 15.67 0 0 1 101.25 0.00 0 0 1 12.43 0.00 0.00 0.00 0.00 7.83 43 0 4 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 8.20 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 8.07 1.2D + 1.6W 0.00 0 6.15 1.2D + 1.6W 300 0.00 0 20.04 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 0 Num Section:8.000Height (ft):280.0Bot Elev (ft):18 8'-2 Bays DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 2X2X0.25 -2.44 0.00 -6.37 1.2D + 1.6W 1.2D + 1.6W 6.433 0.000 4.00 100 0 50 50 0 100 100 51.9 50.0 83.12 0 0 0.00 0.00 7 Member X Member Z1434.8024.861217.2336.0104.050 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE SAE - 2X2X0.25 SAE - 2X2X0.25 2.16 0.78 4.13 1.2D + 1.6W 60 1.2D + 1.6W 90 1.2D + 1.6W 36 36 50 65 58 58 24.55 0 2 2 101.25 24.55 0 1 1 24.86 24.86 0.00 0.00 27.84 27.84 11 4 4 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) 19.22 19.22 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 2.06 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 8.07 1.2D + 1.6W 0.00 0 6.15 1.2D + 1.6W 300 120.40 5 0 4 3/4 A325 Num Page 28 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down 1.2D + 1.6W Normal 1 -0.06 205.53 -2.07 A1 0.00 -2.96 1.70 A1a -64.67 -77.66 -40.13 A1b 64.76 -82.26 -40.19 1.2D + 1.6W 60 deg 1 -2.84 151.94 -1.69 A1 -1.66 -11.86 10.92 A1a -71.91 -84.83 -41.50 A1b 8.47 -13.38 -6.89 1.2D + 1.6W 90 deg 1 -2.64 181.48 -0.45 A1 -2.38 -44.05 45.61 A1a -76.67 -89.49 -42.65 A1b 2.65 -5.75 -2.51 1.2D + 1.6W 120 deg 1 -2.01 197.26 1.24 A1 -2.31 -72.42 76.35 A1a -67.39 -78.29 -36.22 A1b 1.74 -4.04 -1.01 1.2D + 1.6W 180 deg 1 0.02 148.31 3.42 A1 0.00 -79.07 83.39 A1a -10.76 -13.38 -4.25 A1b 10.72 -14.08 -4.19 1.2D + 1.6W 210 deg 1 0.90 180.11 2.65 A1 1.39 -82.55 87.35 A1a -3.43 -5.30 -1.03 A1b 40.60 -50.10 -20.63 1.2D + 1.6W 240 deg 1 1.87 200.87 1.22 A1 2.35 -72.15 76.16 A1a -1.62 -3.54 -0.94 A1b 67.35 -82.61 -36.14 1.2D + 1.6W 300 deg 1 2.76 154.81 -1.62 A1 1.67 -11.38 10.44 A1a -8.12 -12.19 -6.66 A1b 71.67 -89.31 -41.37 1.2D + 1.6W 330 deg 1 1.67 187.73 -1.85 A1 0.79 -4.47 3.15 A1a -37.87 -46.90 -24.70 A1b 74.94 -94.07 -44.97 1.2D + 1.0Di + 1.0Wi Normal 1 -0.02 241.74 -0.21 A1 0.00 -19.12 24.03 A1a -28.70 -30.03 -17.31 A1b 28.72 -31.95 -17.33 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.22 240.25 -0.09 A1 -0.61 -21.78 26.92 A1a -31.46 -32.83 -18.17 A1b 22.98 -25.27 -14.01 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.26 240.36 0.03 A1 -0.75 -24.68 30.21 A1a -31.06 -32.15 -17.57 A1b 21.27 -23.05 -12.66 Page 29 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.23 240.60 0.15 A1 -0.62 -27.64 33.55 A1a -29.40 -30.08 -16.25 A1b 20.83 -22.30 -12.03 1.2D + 1.0Di + 1.0Wi 180 deg 1 -0.01 239.72 0.28 A1 0.00 -30.24 36.33 A1a -23.68 -23.81 -12.95 A1b 23.68 -25.34 -12.93 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.11 240.35 0.24 A1 0.31 -29.57 35.64 A1a -21.64 -21.68 -12.13 A1b 26.59 -28.64 -14.45 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.19 241.08 0.15 A1 0.62 -27.61 33.51 A1a -20.80 -20.89 -12.02 A1b 29.40 -31.97 -16.23 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.19 240.63 -0.09 A1 0.62 -21.73 26.86 A1a -22.93 -23.68 -13.97 A1b 31.45 -34.85 -18.16 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.10 241.24 -0.18 A1 0.31 -19.78 24.72 A1a -25.72 -26.82 -15.74 A1b 30.70 -34.13 -18.11 (1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 86.51 0.01 A1 0.00 -11.94 14.09 A1a -14.14 -15.75 -8.17 A1b 14.13 -16.72 -8.16 (1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 86.54 -0.04 A1 0.00 -11.96 14.22 A1a -14.10 -15.76 -8.14 A1b 14.09 -16.73 -8.14 (1.2 + 0.2Sds) * DL + E 60 deg M1 1 0.02 86.52 0.00 A1 0.00 -12.85 14.89 A1a -14.83 -16.71 -8.56 A1b 12.88 -14.87 -7.44 (1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.02 86.54 -0.02 A1 0.00 -12.86 14.95 A1a -14.73 -16.71 -8.51 A1b 12.93 -14.88 -7.47 (1.2 + 0.2Sds) * DL + E 90 deg M1 1 0.02 86.55 -0.01 A1 0.00 -13.74 15.67 A1a -14.68 -16.51 -8.48 A1b 12.43 -14.21 -7.18 (1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.02 86.58 -0.01 A1 0.00 -13.75 15.67 A1a -14.60 -16.52 -8.43 A1b 12.52 -14.23 -7.23 (1.2 + 0.2Sds) * DL + E 120 deg M1 1 0.02 86.57 -0.02 A1 0.00 -14.62 16.44 A1a -14.23 -15.87 -8.22 A1b 12.28 -13.99 -7.09 Page 30 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 (1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.02 86.61 0.01 A1 0.00 -14.63 16.38 A1a -14.18 -15.88 -8.19 A1b 12.38 -14.01 -7.15 (1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 86.55 -0.02 A1 0.00 -15.47 17.19 A1a -12.93 -14.05 -7.47 A1b 12.93 -14.94 -7.46 (1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 86.58 0.02 A1 0.00 -15.48 17.07 A1a -12.98 -14.06 -7.50 A1b 12.97 -14.95 -7.49 (1.2 + 0.2Sds) * DL + E 210 deg M1 1 -0.01 86.54 -0.02 A1 0.00 -15.22 16.97 A1a -12.44 -13.36 -7.19 A1b 13.56 -15.87 -7.83 (1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.02 86.58 0.02 A1 0.00 -15.23 16.87 A1a -12.53 -13.38 -7.24 A1b 13.56 -15.88 -7.83 (1.2 + 0.2Sds) * DL + E 240 deg M1 1 -0.01 86.54 -0.02 A1 0.00 -14.57 16.39 A1a -12.24 -13.08 -7.07 A1b 14.19 -16.79 -8.19 (1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.03 86.57 0.01 A1 0.00 -14.58 16.34 A1a -12.35 -13.10 -7.13 A1b 14.14 -16.80 -8.16 (1.2 + 0.2Sds) * DL + E 300 deg M1 1 -0.01 86.48 0.00 A1 0.00 -12.79 14.84 A1a -12.84 -13.92 -7.42 A1b 14.78 -17.68 -8.54 (1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.03 86.51 -0.02 A1 0.00 -12.80 14.90 A1a -12.90 -13.93 -7.45 A1b 14.69 -17.68 -8.48 (1.2 + 0.2Sds) * DL + E 330 deg M1 1 -0.01 86.49 0.01 A1 0.00 -12.16 14.28 A1a -13.48 -14.83 -7.79 A1b 14.60 -17.41 -8.43 (1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.02 86.52 -0.03 A1 0.00 -12.17 14.39 A1a -13.49 -14.84 -7.79 A1b 14.53 -17.42 -8.39 1.0D + 1.0W Service Normal 1 0.00 84.18 -1.01 A1 0.00 -3.02 4.38 A1a -19.51 -21.89 -11.78 A1b 19.51 -23.25 -11.78 1.0D + 1.0W Service 60 deg 1 -0.82 85.66 -0.49 A1 -0.41 -9.82 11.09 A1a -25.12 -28.68 -14.51 A1b 9.36 -11.33 -5.90 1.0D + 1.0W Service 90 deg 1 -0.97 84.96 -0.01 Page 31 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1 -0.51 -15.34 17.19 A1a -24.03 -27.14 -13.62 A1b 5.73 -6.59 -3.56 1.0D + 1.0W Service 120 deg 1 -0.87 83.09 0.50 A1 -0.43 -20.61 23.22 A1a -20.34 -22.38 -11.24 A1b 4.13 -4.12 -2.38 1.0D + 1.0W Service 180 deg 1 0.01 85.40 0.96 A1 0.00 -26.82 29.35 A1a -10.12 -11.05 -5.36 A1b 10.11 -11.73 -5.34 1.0D + 1.0W Service 210 deg 1 0.49 84.94 0.84 A1 0.22 -25.07 27.65 A1a -6.02 -6.24 -3.23 A1b 15.18 -17.73 -8.15 1.0D + 1.0W Service 240 deg 1 0.88 83.40 0.50 A1 0.43 -20.36 22.98 A1a -3.94 -3.56 -2.28 A1b 20.13 -23.49 -11.11 1.0D + 1.0W Service 300 deg 1 0.82 85.80 -0.48 A1 0.41 -9.53 10.78 A1a -9.10 -10.35 -5.74 A1b 24.87 -30.08 -14.36 1.0D + 1.0W Service 330 deg 1 0.48 85.58 -0.84 A1 0.20 -5.21 6.33 A1a -14.21 -16.16 -8.81 A1b 23.42 -28.27 -13.79 Maximum Reactions Summary Base Vertical (kip) Horizontal (kip) 241.74 3.42 -94.07 87.74 Anch1 Page 32 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 10.00180.00 0 82.55 87.36 -4.00180.00 240 89.49 87.74 -15.00180.00 120 94.07 87.40 Page 33 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Tension Detailed Cable Forces Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W Normal A1 23 34.98 0.52 180.00 3/4 EHS A1a 23b 34.98 21.30 61 3/4 EHS A1b 23a 34.98 21.94 63 3/4 EHS A1 43 34.98 0.26 1160.00 3/4 EHS A1a 43b 34.98 25.06 72 3/4 EHS A1b 43a 34.98 25.92 74 3/4 EHS A1 T3 25.44 0.74 3220.00 5/8 EHS A1 T3b 25.44 0.74 3 5/8 EHS A1a T3a 25.44 18.15 71 5/8 EHS A1a T3b 25.44 17.64 69 5/8 EHS A1b T3 25.44 18.18 71 5/8 EHS A1b T3a 25.44 18.64 73 5/8 EHS A1 T4 25.44 1.17 5276.00 5/8 EHS A1 T4b 25.44 1.17 5 5/8 EHS A1a T4a 25.44 14.24 56 5/8 EHS A1a T4b 25.44 15.58 61 5/8 EHS A1b T4 25.44 15.93 63 5/8 EHS A1b T4a 25.44 14.63 58 5/8 EHS 1.2D + 1.6W 60 deg A1 23 34.98 2.57 780.00 3/4 EHS A1a 23b 34.98 22.74 65 3/4 EHS A1b 23a 34.98 2.69 8 3/4 EHS A1 43 34.98 2.85 8160.00 3/4 EHS A1a 43b 34.98 26.92 77 3/4 EHS A1b 43a 34.98 3.10 9 3/4 EHS A1 T3 25.44 2.92 11220.00 5/8 EHS A1 T3b 25.44 2.82 11 5/8 EHS A1a T3a 25.44 19.45 76 5/8 EHS A1a T3b 25.44 19.41 76 5/8 EHS A1b T3 25.44 3.12 12 5/8 EHS A1b T3a 25.44 3.01 12 5/8 EHS A1 T4 25.44 3.41 13276.00 5/8 EHS A1 T4b 25.44 3.09 12 5/8 EHS A1a T4a 25.44 16.76 66 5/8 EHS A1a T4b 25.44 16.78 66 5/8 EHS A1b T4 25.44 3.59 14 5/8 EHS A1b T4a 25.44 3.27 13 5/8 EHS 1.2D + 1.6W 90 deg A1 23 34.98 12.03 3480.00 3/4 EHS A1a 23b 34.98 24.19 69 3/4 EHS A1b 23a 34.98 0.74 2 3/4 EHS A1 43 34.98 14.21 41160.00 3/4 EHS A1a 43b 34.98 28.85 82 3/4 EHS A1b 43a 34.98 1.04 3 3/4 EHS A1 T3 25.44 10.53 41220.00 5/8 EHS A1 T3b 25.44 10.90 43 5/8 EHS A1a T3a 25.44 20.39 80 5/8 EHS A1a T3b 25.44 20.72 81 5/8 EHS A1b T3 25.44 1.42 6 5/8 EHS A1b T3a 25.44 1.32 5 5/8 EHS A1 T4 25.44 9.79 38276.00 5/8 EHS A1 T4b 25.44 8.49 33 5/8 EHS Page 34 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1a T4a 25.44 17.68 70 5/8 EHS A1a T4b 25.44 17.00 67 5/8 EHS A1b T4 25.44 1.85 7 5/8 EHS A1b T4a 25.44 1.76 7 5/8 EHS 1.2D + 1.6W 120 deg A1 23 34.98 20.42 5880.00 3/4 EHS A1a 23b 34.98 21.15 60 3/4 EHS A1b 23a 34.98 0.45 1 3/4 EHS A1 43 34.98 24.19 69160.00 3/4 EHS A1a 43b 34.98 25.24 72 3/4 EHS A1b 43a 34.98 0.47 1 3/4 EHS A1 T3 25.44 17.19 68220.00 5/8 EHS A1 T3b 25.44 17.67 69 5/8 EHS A1a T3a 25.44 17.86 70 5/8 EHS A1a T3b 25.44 18.29 72 5/8 EHS A1b T3 25.44 0.99 4 5/8 EHS A1b T3a 25.44 0.99 4 5/8 EHS A1 T4 25.44 15.26 60276.00 5/8 EHS A1 T4b 25.44 13.95 55 5/8 EHS A1a T4a 25.44 15.70 62 5/8 EHS A1a T4b 25.44 14.45 57 5/8 EHS A1b T4 25.44 1.44 6 5/8 EHS A1b T4a 25.44 1.44 6 5/8 EHS 1.2D + 1.6W 180 deg A1 23 34.98 22.04 6380.00 3/4 EHS A1a 23b 34.98 2.77 8 3/4 EHS A1b 23a 34.98 2.83 8 3/4 EHS A1 43 34.98 26.00 74160.00 3/4 EHS A1a 43b 34.98 3.17 9 3/4 EHS A1b 43a 34.98 3.29 9 3/4 EHS A1 T3 25.44 18.87 74220.00 5/8 EHS A1 T3b 25.44 18.85 74 5/8 EHS A1a T3a 25.44 3.18 13 5/8 EHS A1a T3b 25.44 3.09 12 5/8 EHS A1b T3 25.44 3.18 13 5/8 EHS A1b T3a 25.44 3.28 13 5/8 EHS A1 T4 25.44 16.36 64276.00 5/8 EHS A1 T4b 25.44 16.37 64 5/8 EHS A1a T4a 25.44 3.64 14 5/8 EHS A1a T4b 25.44 3.32 13 5/8 EHS A1b T4 25.44 3.40 13 5/8 EHS A1b T4a 25.44 3.73 15 5/8 EHS 1.2D + 1.6W 210 deg A1 23 34.98 23.35 6780.00 3/4 EHS A1a 23b 34.98 0.74 2 3/4 EHS A1b 23a 34.98 12.82 37 3/4 EHS A1 43 34.98 27.61 79160.00 3/4 EHS A1a 43b 34.98 0.96 3 3/4 EHS A1b 43a 34.98 15.32 44 3/4 EHS A1 T3 25.44 19.96 78220.00 5/8 EHS A1 T3b 25.44 19.52 77 5/8 EHS A1a T3a 25.44 1.32 5 5/8 EHS A1a T3b 25.44 1.23 5 5/8 EHS A1b T3 25.44 11.53 45 5/8 EHS A1b T3a 25.44 11.19 44 5/8 EHS A1 T4 25.44 16.36 64276.00 5/8 EHS A1 T4b 25.44 17.10 67 5/8 EHS A1a T4a 25.44 1.75 7 5/8 EHS A1a T4b 25.44 1.67 7 5/8 EHS Page 35 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1b T4 25.44 8.98 35 5/8 EHS A1b T4a 25.44 10.22 40 5/8 EHS 1.2D + 1.6W 240 deg A1 23 34.98 20.48 5980.00 3/4 EHS A1a 23b 34.98 0.48 1 3/4 EHS A1b 23a 34.98 21.85 62 3/4 EHS A1 43 34.98 24.11 69160.00 3/4 EHS A1a 43b 34.98 0.37 1 3/4 EHS A1b 43a 34.98 26.02 74 3/4 EHS A1 T3 25.44 17.60 69220.00 5/8 EHS A1 T3b 25.44 17.09 67 5/8 EHS A1a T3a 25.44 0.87 3 5/8 EHS A1a T3b 25.44 0.88 3 5/8 EHS A1b T3 25.44 18.72 74 5/8 EHS A1b T3a 25.44 18.31 72 5/8 EHS A1 T4 25.44 13.85 54276.00 5/8 EHS A1 T4b 25.44 15.21 60 5/8 EHS A1a T4a 25.44 1.32 5 5/8 EHS A1a T4b 25.44 1.32 5 5/8 EHS A1b T4 25.44 14.75 58 5/8 EHS A1b T4a 25.44 16.00 63 5/8 EHS 1.2D + 1.6W 300 deg A1 23 34.98 2.46 780.00 3/4 EHS A1a 23b 34.98 2.52 7 3/4 EHS A1b 23a 34.98 23.34 67 3/4 EHS A1 43 34.98 2.72 8160.00 3/4 EHS A1a 43b 34.98 2.85 8 3/4 EHS A1b 43a 34.98 27.68 79 3/4 EHS A1 T3 25.44 2.69 11220.00 5/8 EHS A1 T3b 25.44 2.80 11 5/8 EHS A1a T3a 25.44 2.79 11 5/8 EHS A1a T3b 25.44 2.91 11 5/8 EHS A1b T3 25.44 19.87 78 5/8 EHS A1b T3a 25.44 19.89 78 5/8 EHS A1 T4 25.44 2.99 12276.00 5/8 EHS A1 T4b 25.44 3.30 13 5/8 EHS A1a T4a 25.44 3.09 12 5/8 EHS A1a T4b 25.44 3.40 13 5/8 EHS A1b T4 25.44 17.09 67 5/8 EHS A1b T4a 25.44 17.08 67 5/8 EHS 1.2D + 1.6W 330 deg A1 23 34.98 0.70 280.00 3/4 EHS A1a 23b 34.98 12.51 36 3/4 EHS A1b 23a 34.98 24.98 71 3/4 EHS A1 43 34.98 0.81 2160.00 3/4 EHS A1a 43b 34.98 14.67 42 3/4 EHS A1b 43a 34.98 29.64 85 3/4 EHS A1 T3 25.44 1.05 4220.00 5/8 EHS A1 T3b 25.44 1.15 5 5/8 EHS A1a T3a 25.44 11.10 44 5/8 EHS A1a T3b 25.44 10.74 42 5/8 EHS A1b T3 25.44 20.78 82 5/8 EHS A1b T3a 25.44 21.14 83 5/8 EHS A1 T4 25.44 1.47 6276.00 5/8 EHS A1 T4b 25.44 1.56 6 5/8 EHS A1a T4a 25.44 8.59 34 5/8 EHS A1a T4b 25.44 9.94 39 5/8 EHS A1b T4 25.44 17.96 71 5/8 EHS A1b T4a 25.44 17.24 68 5/8 EHS Page 36 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 1.2D + 1.0Di + 1.0Wi Normal A1 23 34.98 7.82 2280.00 3/4 EHS A1a 23b 34.98 10.48 30 3/4 EHS A1b 23a 34.98 10.79 31 3/4 EHS A1 43 34.98 7.16 20160.00 3/4 EHS A1a 43b 34.98 10.23 29 3/4 EHS A1b 43a 34.98 10.62 30 3/4 EHS A1 T3 25.44 6.00 24220.00 5/8 EHS A1 T3b 25.44 6.01 24 5/8 EHS A1a T3a 25.44 8.27 32 5/8 EHS A1a T3b 25.44 8.39 33 5/8 EHS A1b T3 25.44 8.65 34 5/8 EHS A1b T3a 25.44 8.52 33 5/8 EHS A1 T4 25.44 5.57 22276.00 5/8 EHS A1 T4b 25.44 5.58 22 5/8 EHS A1a T4a 25.44 7.73 30 5/8 EHS A1a T4b 25.44 7.94 31 5/8 EHS A1b T4 25.44 8.14 32 5/8 EHS A1b T4a 25.44 7.94 31 5/8 EHS 1.2D + 1.0Di + 1.0Wi 60 deg A1 23 34.98 8.56 2480.00 3/4 EHS A1a 23b 34.98 11.13 32 3/4 EHS A1b 23a 34.98 9.12 26 3/4 EHS A1 43 34.98 7.94 23160.00 3/4 EHS A1a 43b 34.98 11.07 32 3/4 EHS A1b 43a 34.98 8.64 25 3/4 EHS A1 T3 25.44 6.65 26220.00 5/8 EHS A1 T3b 25.44 6.56 26 5/8 EHS A1a T3a 25.44 8.97 35 5/8 EHS A1a T3b 25.44 8.98 35 5/8 EHS A1b T3 25.44 7.15 28 5/8 EHS A1b T3a 25.44 7.03 28 5/8 EHS A1 T4 25.44 6.30 25276.00 5/8 EHS A1 T4b 25.44 6.15 24 5/8 EHS A1a T4a 25.44 8.44 33 5/8 EHS A1a T4b 25.44 8.47 33 5/8 EHS A1b T4 25.44 6.69 26 5/8 EHS A1b T4a 25.44 6.49 26 5/8 EHS 1.2D + 1.0Di + 1.0Wi 90 deg A1 23 34.98 9.37 2780.00 3/4 EHS A1a 23b 34.98 11.00 31 3/4 EHS A1b 23a 34.98 8.56 24 3/4 EHS A1 43 34.98 8.84 25160.00 3/4 EHS A1a 43b 34.98 10.88 31 3/4 EHS A1b 43a 34.98 8.03 23 3/4 EHS A1 T3 25.44 7.37 29220.00 5/8 EHS A1 T3b 25.44 7.23 28 5/8 EHS A1a T3a 25.44 8.84 35 5/8 EHS A1a T3b 25.44 8.79 35 5/8 EHS A1b T3 25.44 6.63 26 5/8 EHS A1b T3a 25.44 6.59 26 5/8 EHS A1 T4 25.44 7.00 28276.00 5/8 EHS A1 T4b 25.44 6.81 27 5/8 EHS A1a T4a 25.44 8.33 33 5/8 EHS A1a T4b 25.44 8.26 32 5/8 EHS A1b T4 25.44 6.14 24 5/8 EHS A1b T4a 25.44 6.03 24 5/8 EHS Page 37 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 1.2D + 1.0Di + 1.0Wi 120 deg A1 23 34.98 10.16 2980.00 3/4 EHS A1a 23b 34.98 10.52 30 3/4 EHS A1b 23a 34.98 8.38 24 3/4 EHS A1 43 34.98 9.79 28160.00 3/4 EHS A1a 43b 34.98 10.27 29 3/4 EHS A1b 43a 34.98 7.83 22 3/4 EHS A1 T3 25.44 8.07 32220.00 5/8 EHS A1 T3b 25.44 7.96 31 5/8 EHS A1a T3a 25.44 8.39 33 5/8 EHS A1a T3b 25.44 8.28 33 5/8 EHS A1b T3 25.44 6.46 25 5/8 EHS A1b T3a 25.44 6.45 25 5/8 EHS A1 T4 25.44 7.66 30276.00 5/8 EHS A1 T4b 25.44 7.50 29 5/8 EHS A1a T4a 25.44 7.91 31 5/8 EHS A1a T4b 25.44 7.76 30 5/8 EHS A1b T4 25.44 5.91 23 5/8 EHS A1b T4a 25.44 5.89 23 5/8 EHS 1.2D + 1.0Di + 1.0Wi 180 deg A1 23 34.98 10.77 3180.00 3/4 EHS A1a 23b 34.98 8.88 25 3/4 EHS A1b 23a 34.98 9.14 26 3/4 EHS A1 43 34.98 10.58 30160.00 3/4 EHS A1a 43b 34.98 8.35 24 3/4 EHS A1b 43a 34.98 8.67 25 3/4 EHS A1 T3 25.44 8.64 34220.00 5/8 EHS A1 T3b 25.44 8.64 34 5/8 EHS A1a T3a 25.44 6.93 27 5/8 EHS A1a T3b 25.44 6.85 27 5/8 EHS A1b T3 25.44 7.06 28 5/8 EHS A1b T3a 25.44 7.15 28 5/8 EHS A1 T4 25.44 8.18 32276.00 5/8 EHS A1 T4b 25.44 8.19 32 5/8 EHS A1a T4a 25.44 6.50 26 5/8 EHS A1a T4b 25.44 6.37 25 5/8 EHS A1b T4 25.44 6.52 26 5/8 EHS A1b T4a 25.44 6.68 26 5/8 EHS 1.2D + 1.0Di + 1.0Wi 210 deg A1 23 34.98 10.62 3080.00 3/4 EHS A1a 23b 34.98 8.32 24 3/4 EHS A1b 23a 34.98 9.98 29 3/4 EHS A1 43 34.98 10.38 30160.00 3/4 EHS A1a 43b 34.98 7.74 22 3/4 EHS A1b 43a 34.98 9.64 28 3/4 EHS A1 T3 25.44 8.46 33220.00 5/8 EHS A1 T3b 25.44 8.51 33 5/8 EHS A1a T3a 25.44 6.43 25 5/8 EHS A1a T3b 25.44 6.42 25 5/8 EHS A1b T3 25.44 7.76 31 5/8 EHS A1b T3a 25.44 7.91 31 5/8 EHS A1 T4 25.44 7.98 31276.00 5/8 EHS A1 T4b 25.44 8.09 32 5/8 EHS A1a T4a 25.44 5.97 23 5/8 EHS A1a T4b 25.44 5.92 23 5/8 EHS A1b T4 25.44 7.22 28 5/8 EHS A1b T4a 25.44 7.42 29 5/8 EHS Page 38 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 1.2D + 1.0Di + 1.0Wi 240 deg A1 23 34.98 10.14 2980.00 3/4 EHS A1a 23b 34.98 8.12 23 3/4 EHS A1b 23a 34.98 10.81 31 3/4 EHS A1 43 34.98 9.77 28160.00 3/4 EHS A1a 43b 34.98 7.52 22 3/4 EHS A1b 43a 34.98 10.64 30 3/4 EHS A1 T3 25.44 7.95 31220.00 5/8 EHS A1 T3b 25.44 8.07 32 5/8 EHS A1a T3a 25.44 6.24 25 5/8 EHS A1a T3b 25.44 6.26 25 5/8 EHS A1b T3 25.44 8.53 34 5/8 EHS A1b T3a 25.44 8.65 34 5/8 EHS A1 T4 25.44 7.49 29276.00 5/8 EHS A1 T4b 25.44 7.67 30 5/8 EHS A1a T4a 25.44 5.74 23 5/8 EHS A1a T4b 25.44 5.78 23 5/8 EHS A1b T4 25.44 7.95 31 5/8 EHS A1b T4a 25.44 8.12 32 5/8 EHS 1.2D + 1.0Di + 1.0Wi 300 deg A1 23 34.98 8.53 2480.00 3/4 EHS A1a 23b 34.98 8.83 25 3/4 EHS A1b 23a 34.98 11.44 33 3/4 EHS A1 43 34.98 7.91 23160.00 3/4 EHS A1a 43b 34.98 8.30 24 3/4 EHS A1b 43a 34.98 11.46 33 3/4 EHS A1 T3 25.44 6.54 26220.00 5/8 EHS A1 T3b 25.44 6.65 26 5/8 EHS A1a T3a 25.44 6.80 27 5/8 EHS A1a T3b 25.44 6.92 27 5/8 EHS A1b T3 25.44 9.24 36 5/8 EHS A1b T3a 25.44 9.24 36 5/8 EHS A1 T4 25.44 6.13 24276.00 5/8 EHS A1 T4b 25.44 6.30 25 5/8 EHS A1a T4a 25.44 6.32 25 5/8 EHS A1a T4b 25.44 6.52 26 5/8 EHS A1b T4 25.44 8.67 34 5/8 EHS A1b T4a 25.44 8.66 34 5/8 EHS 1.2D + 1.0Di + 1.0Wi 330 deg A1 23 34.98 8.00 2380.00 3/4 EHS A1a 23b 34.98 9.66 28 3/4 EHS A1b 23a 34.98 11.28 32 3/4 EHS A1 43 34.98 7.34 21160.00 3/4 EHS A1a 43b 34.98 9.24 26 3/4 EHS A1b 43a 34.98 11.26 32 3/4 EHS A1 T3 25.44 6.13 24220.00 5/8 EHS A1 T3b 25.44 6.17 24 5/8 EHS A1a T3a 25.44 7.50 29 5/8 EHS A1a T3b 25.44 7.66 30 5/8 EHS A1b T3 25.44 9.11 36 5/8 EHS A1b T3a 25.44 9.05 36 5/8 EHS A1 T4 25.44 5.69 22276.00 5/8 EHS A1 T4b 25.44 5.79 23 5/8 EHS A1a T4a 25.44 7.01 28 5/8 EHS A1a T4b 25.44 7.25 28 5/8 EHS A1b T4 25.44 8.57 34 5/8 EHS A1b T4a 25.44 8.45 33 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M1 A1 23 34.98 5.15 1580.00 3/4 EHS A1a 23b 34.98 5.55 16 3/4 EHS Page 39 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1b 23a 34.98 5.70 16 3/4 EHS A1 43 34.98 4.38 13160.00 3/4 EHS A1a 43b 34.98 5.21 15 3/4 EHS A1b 43a 34.98 5.39 15 3/4 EHS A1 T3 25.44 2.90 11220.00 5/8 EHS A1 T3b 25.44 2.91 11 5/8 EHS A1a T3a 25.44 3.73 15 5/8 EHS A1a T3b 25.44 3.70 15 5/8 EHS A1b T3 25.44 3.80 15 5/8 EHS A1b T3a 25.44 3.84 15 5/8 EHS A1 T4 25.44 2.32 9276.00 5/8 EHS A1 T4b 25.44 2.33 9 5/8 EHS A1a T4a 25.44 3.01 12 5/8 EHS A1a T4b 25.44 3.09 12 5/8 EHS A1b T4 25.44 3.16 12 5/8 EHS A1b T4a 25.44 3.09 12 5/8 EHS (1.2 + 0.2Sds) * DL + E Normal M2 A1 23 34.98 5.22 1580.00 3/4 EHS A1a 23b 34.98 5.52 16 3/4 EHS A1b 23a 34.98 5.67 16 3/4 EHS A1 43 34.98 4.58 13160.00 3/4 EHS A1a 43b 34.98 5.11 15 3/4 EHS A1b 43a 34.98 5.29 15 3/4 EHS A1 T3 25.44 2.93 12220.00 5/8 EHS A1 T3b 25.44 2.93 12 5/8 EHS A1a T3a 25.44 3.74 15 5/8 EHS A1a T3b 25.44 3.66 14 5/8 EHS A1b T3 25.44 3.77 15 5/8 EHS A1b T3a 25.44 3.86 15 5/8 EHS A1 T4 25.44 2.21 9276.00 5/8 EHS A1 T4b 25.44 2.22 9 5/8 EHS A1a T4a 25.44 3.08 12 5/8 EHS A1a T4b 25.44 3.15 12 5/8 EHS A1b T4 25.44 3.22 13 5/8 EHS A1b T4a 25.44 3.17 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M1 A1 23 34.98 5.23 1580.00 3/4 EHS A1a 23b 34.98 5.64 16 3/4 EHS A1b 23a 34.98 5.54 16 3/4 EHS A1 43 34.98 4.60 13160.00 3/4 EHS A1a 43b 34.98 5.44 16 3/4 EHS A1b 43a 34.98 4.97 14 3/4 EHS A1 T3 25.44 3.13 12220.00 5/8 EHS A1 T3b 25.44 3.17 12 5/8 EHS A1a T3a 25.44 3.95 16 5/8 EHS A1a T3b 25.44 3.96 16 5/8 EHS A1b T3 25.44 3.35 13 5/8 EHS A1b T3a 25.44 3.38 13 5/8 EHS A1 T4 25.44 2.56 10276.00 5/8 EHS A1 T4b 25.44 2.52 10 5/8 EHS A1a T4a 25.44 3.27 13 5/8 EHS A1a T4b 25.44 3.30 13 5/8 EHS A1b T4 25.44 2.72 11 5/8 EHS A1b T4a 25.44 2.66 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 60 deg M2 A1 23 34.98 5.26 1580.00 3/4 EHS A1a 23b 34.98 5.57 16 3/4 EHS A1b 23a 34.98 5.58 16 3/4 EHS A1 43 34.98 4.70 13160.00 3/4 EHS Page 40 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1a 43b 34.98 5.23 15 3/4 EHS A1b 43a 34.98 5.07 14 3/4 EHS A1 T3 25.44 3.12 12220.00 5/8 EHS A1 T3b 25.44 3.21 13 5/8 EHS A1a T3a 25.44 3.92 15 5/8 EHS A1a T3b 25.44 3.93 15 5/8 EHS A1b T3 25.44 3.34 13 5/8 EHS A1b T3a 25.44 3.42 13 5/8 EHS A1 T4 25.44 2.50 10276.00 5/8 EHS A1 T4b 25.44 2.47 10 5/8 EHS A1a T4a 25.44 3.40 13 5/8 EHS A1a T4b 25.44 3.43 13 5/8 EHS A1b T4 25.44 2.66 10 5/8 EHS A1b T4a 25.44 2.61 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M1 A1 23 34.98 5.31 1580.00 3/4 EHS A1a 23b 34.98 5.62 16 3/4 EHS A1b 23a 34.98 5.48 16 3/4 EHS A1 43 34.98 4.81 14160.00 3/4 EHS A1a 43b 34.98 5.39 15 3/4 EHS A1b 43a 34.98 4.82 14 3/4 EHS A1 T3 25.44 3.35 13220.00 5/8 EHS A1 T3b 25.44 3.41 13 5/8 EHS A1a T3a 25.44 3.88 15 5/8 EHS A1a T3b 25.44 3.93 15 5/8 EHS A1b T3 25.44 3.20 13 5/8 EHS A1b T3a 25.44 3.21 13 5/8 EHS A1 T4 25.44 2.79 11276.00 5/8 EHS A1 T4b 25.44 2.74 11 5/8 EHS A1a T4a 25.44 3.23 13 5/8 EHS A1a T4b 25.44 3.23 13 5/8 EHS A1b T4 25.44 2.56 10 5/8 EHS A1b T4a 25.44 2.52 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 90 deg M2 A1 23 34.98 5.31 1580.00 3/4 EHS A1a 23b 34.98 5.56 16 3/4 EHS A1b 23a 34.98 5.55 16 3/4 EHS A1 43 34.98 4.81 14160.00 3/4 EHS A1a 43b 34.98 5.21 15 3/4 EHS A1b 43a 34.98 4.99 14 3/4 EHS A1 T3 25.44 3.33 13220.00 5/8 EHS A1 T3b 25.44 3.44 14 5/8 EHS A1a T3a 25.44 3.84 15 5/8 EHS A1a T3b 25.44 3.92 15 5/8 EHS A1b T3 25.44 3.20 13 5/8 EHS A1b T3a 25.44 3.24 13 5/8 EHS A1 T4 25.44 2.79 11276.00 5/8 EHS A1 T4b 25.44 2.75 11 5/8 EHS A1a T4a 25.44 3.35 13 5/8 EHS A1a T4b 25.44 3.35 13 5/8 EHS A1b T4 25.44 2.46 10 5/8 EHS A1b T4a 25.44 2.42 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 120 deg M1 A1 23 34.98 5.39 1580.00 3/4 EHS A1a 23b 34.98 5.56 16 3/4 EHS A1b 23a 34.98 5.46 16 3/4 EHS A1 43 34.98 5.02 14160.00 3/4 EHS A1a 43b 34.98 5.25 15 3/4 EHS A1b 43a 34.98 4.77 14 3/4 EHS Page 41 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1 T3 25.44 3.58 14220.00 5/8 EHS A1 T3b 25.44 3.64 14 5/8 EHS A1a T3a 25.44 3.72 15 5/8 EHS A1a T3b 25.44 3.78 15 5/8 EHS A1b T3 25.44 3.15 12 5/8 EHS A1b T3a 25.44 3.14 12 5/8 EHS A1 T4 25.44 3.00 12276.00 5/8 EHS A1 T4b 25.44 2.96 12 5/8 EHS A1a T4a 25.44 3.09 12 5/8 EHS A1a T4b 25.44 3.06 12 5/8 EHS A1b T4 25.44 2.49 10 5/8 EHS A1b T4a 25.44 2.48 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 120 deg M2 A1 23 34.98 5.36 1580.00 3/4 EHS A1a 23b 34.98 5.52 16 3/4 EHS A1b 23a 34.98 5.53 16 3/4 EHS A1 43 34.98 4.91 14160.00 3/4 EHS A1a 43b 34.98 5.13 15 3/4 EHS A1b 43a 34.98 4.96 14 3/4 EHS A1 T3 25.44 3.54 14220.00 5/8 EHS A1 T3b 25.44 3.65 14 5/8 EHS A1a T3a 25.44 3.68 14 5/8 EHS A1a T3b 25.44 3.79 15 5/8 EHS A1b T3 25.44 3.17 12 5/8 EHS A1b T3a 25.44 3.16 12 5/8 EHS A1 T4 25.44 3.07 12276.00 5/8 EHS A1 T4b 25.44 3.04 12 5/8 EHS A1a T4a 25.44 3.15 12 5/8 EHS A1a T4b 25.44 3.14 12 5/8 EHS A1b T4 25.44 2.38 9 5/8 EHS A1b T4a 25.44 2.37 9 5/8 EHS (1.2 + 0.2Sds) * DL + E 180 deg M1 A1 23 34.98 5.47 1680.00 3/4 EHS A1a 23b 34.98 5.40 15 3/4 EHS A1b 23a 34.98 5.55 16 3/4 EHS A1 43 34.98 5.22 15160.00 3/4 EHS A1a 43b 34.98 4.82 14 3/4 EHS A1b 43a 34.98 4.99 14 3/4 EHS A1 T3 25.44 3.83 15220.00 5/8 EHS A1 T3b 25.44 3.83 15 5/8 EHS A1a T3a 25.44 3.26 13 5/8 EHS A1a T3b 25.44 3.31 13 5/8 EHS A1b T3 25.44 3.41 13 5/8 EHS A1b T3a 25.44 3.36 13 5/8 EHS A1 T4 25.44 3.19 13276.00 5/8 EHS A1 T4b 25.44 3.20 13 5/8 EHS A1a T4a 25.44 2.65 10 5/8 EHS A1a T4b 25.44 2.63 10 5/8 EHS A1b T4 25.44 2.69 11 5/8 EHS A1b T4a 25.44 2.72 11 5/8 EHS (1.2 + 0.2Sds) * DL + E 180 deg M2 A1 23 34.98 5.41 1580.00 3/4 EHS A1a 23b 34.98 5.43 16 3/4 EHS A1b 23a 34.98 5.58 16 3/4 EHS A1 43 34.98 5.01 14160.00 3/4 EHS A1a 43b 34.98 4.91 14 3/4 EHS A1b 43a 34.98 5.08 15 3/4 EHS A1 T3 25.44 3.79 15220.00 5/8 EHS A1 T3b 25.44 3.80 15 5/8 EHS Page 42 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1a T3a 25.44 3.25 13 5/8 EHS A1a T3b 25.44 3.35 13 5/8 EHS A1b T3 25.44 3.44 14 5/8 EHS A1b T3a 25.44 3.35 13 5/8 EHS A1 T4 25.44 3.32 13276.00 5/8 EHS A1 T4b 25.44 3.33 13 5/8 EHS A1a T4a 25.44 2.59 10 5/8 EHS A1a T4b 25.44 2.58 10 5/8 EHS A1b T4 25.44 2.64 10 5/8 EHS A1b T4a 25.44 2.66 10 5/8 EHS (1.2 + 0.2Sds) * DL + E 210 deg M1 A1 23 34.98 5.45 1680.00 3/4 EHS A1a 23b 34.98 5.34 15 3/4 EHS A1b 23a 34.98 5.63 16 3/4 EHS A1 43 34.98 5.16 15160.00 3/4 EHS A1a 43b 34.98 4.66 13 3/4 EHS A1b 43a 34.98 5.20 15 3/4 EHS A1 T3 25.44 3.78 15220.00 5/8 EHS A1 T3b 25.44 3.76 15 5/8 EHS A1a T3a 25.44 3.09 12 5/8 EHS A1a T3b 25.44 3.13 12 5/8 EHS A1b T3 25.44 3.64 14 5/8 EHS A1b T3a 25.44 3.59 14 5/8 EHS A1 T4 25.44 3.11 12276.00 5/8 EHS A1 T4b 25.44 3.15 12 5/8 EHS A1a T4a 25.44 2.48 10 5/8 EHS A1a T4b 25.44 2.48 10 5/8 EHS A1b T4 25.44 2.90 11 5/8 EHS A1b T4a 25.44 2.94 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 210 deg M2 A1 23 34.98 5.39 1580.00 3/4 EHS A1a 23b 34.98 5.40 15 3/4 EHS A1b 23a 34.98 5.62 16 3/4 EHS A1 43 34.98 4.98 14160.00 3/4 EHS A1a 43b 34.98 4.83 14 3/4 EHS A1b 43a 34.98 5.19 15 3/4 EHS A1 T3 25.44 3.76 15220.00 5/8 EHS A1 T3b 25.44 3.71 15 5/8 EHS A1a T3a 25.44 3.10 12 5/8 EHS A1a T3b 25.44 3.16 12 5/8 EHS A1b T3 25.44 3.67 14 5/8 EHS A1b T3a 25.44 3.56 14 5/8 EHS A1 T4 25.44 3.23 13276.00 5/8 EHS A1 T4b 25.44 3.27 13 5/8 EHS A1a T4a 25.44 2.38 9 5/8 EHS A1a T4b 25.44 2.38 9 5/8 EHS A1b T4 25.44 2.91 11 5/8 EHS A1b T4a 25.44 2.94 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 240 deg M1 A1 23 34.98 5.39 1580.00 3/4 EHS A1a 23b 34.98 5.31 15 3/4 EHS A1b 23a 34.98 5.71 16 3/4 EHS A1 43 34.98 5.01 14160.00 3/4 EHS A1a 43b 34.98 4.59 13 3/4 EHS A1b 43a 34.98 5.41 15 3/4 EHS A1 T3 25.44 3.62 14220.00 5/8 EHS A1 T3b 25.44 3.58 14 5/8 EHS A1a T3a 25.44 3.03 12 5/8 EHS A1a T3b 25.44 3.05 12 5/8 EHS Page 43 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1b T3 25.44 3.87 15 5/8 EHS A1b T3a 25.44 3.81 15 5/8 EHS A1 T4 25.44 2.94 12276.00 5/8 EHS A1 T4b 25.44 3.00 12 5/8 EHS A1a T4a 25.44 2.40 9 5/8 EHS A1a T4b 25.44 2.42 10 5/8 EHS A1b T4 25.44 3.12 12 5/8 EHS A1b T4a 25.44 3.16 12 5/8 EHS (1.2 + 0.2Sds) * DL + E 240 deg M2 A1 23 34.98 5.35 1580.00 3/4 EHS A1a 23b 34.98 5.39 15 3/4 EHS A1b 23a 34.98 5.67 16 3/4 EHS A1 43 34.98 4.90 14160.00 3/4 EHS A1a 43b 34.98 4.79 14 3/4 EHS A1b 43a 34.98 5.30 15 3/4 EHS A1 T3 25.44 3.63 14220.00 5/8 EHS A1 T3b 25.44 3.54 14 5/8 EHS A1a T3a 25.44 3.05 12 5/8 EHS A1a T3b 25.44 3.07 12 5/8 EHS A1b T3 25.44 3.88 15 5/8 EHS A1b T3a 25.44 3.78 15 5/8 EHS A1 T4 25.44 3.01 12276.00 5/8 EHS A1 T4b 25.44 3.07 12 5/8 EHS A1a T4a 25.44 2.29 9 5/8 EHS A1a T4b 25.44 2.32 9 5/8 EHS A1b T4 25.44 3.20 13 5/8 EHS A1b T4a 25.44 3.22 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 300 deg M1 A1 23 34.98 5.22 1580.00 3/4 EHS A1a 23b 34.98 5.39 15 3/4 EHS A1b 23a 34.98 5.79 17 3/4 EHS A1 43 34.98 4.58 13160.00 3/4 EHS A1a 43b 34.98 4.78 14 3/4 EHS A1b 43a 34.98 5.61 16 3/4 EHS A1 T3 25.44 3.15 12220.00 5/8 EHS A1 T3b 25.44 3.12 12 5/8 EHS A1a T3a 25.44 3.26 13 5/8 EHS A1a T3b 25.44 3.24 13 5/8 EHS A1b T3 25.44 4.06 16 5/8 EHS A1b T3a 25.44 4.05 16 5/8 EHS A1 T4 25.44 2.50 10276.00 5/8 EHS A1 T4b 25.44 2.56 10 5/8 EHS A1a T4a 25.44 2.57 10 5/8 EHS A1a T4b 25.44 2.65 10 5/8 EHS A1b T4 25.44 3.36 13 5/8 EHS A1b T4a 25.44 3.35 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 300 deg M2 A1 23 34.98 5.26 1580.00 3/4 EHS A1a 23b 34.98 5.43 16 3/4 EHS A1b 23a 34.98 5.72 16 3/4 EHS A1 43 34.98 4.69 13160.00 3/4 EHS A1a 43b 34.98 4.89 14 3/4 EHS A1b 43a 34.98 5.41 15 3/4 EHS A1 T3 25.44 3.19 13220.00 5/8 EHS A1 T3b 25.44 3.11 12 5/8 EHS A1a T3a 25.44 3.30 13 5/8 EHS A1a T3b 25.44 3.23 13 5/8 EHS A1b T3 25.44 4.03 16 5/8 EHS A1b T3a 25.44 4.02 16 5/8 EHS Page 44 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1 T4 25.44 2.45 10276.00 5/8 EHS A1 T4b 25.44 2.50 10 5/8 EHS A1a T4a 25.44 2.52 10 5/8 EHS A1a T4b 25.44 2.59 10 5/8 EHS A1b T4 25.44 3.49 14 5/8 EHS A1b T4a 25.44 3.48 14 5/8 EHS (1.2 + 0.2Sds) * DL + E 330 deg M1 A1 23 34.98 5.17 1580.00 3/4 EHS A1a 23b 34.98 5.47 16 3/4 EHS A1b 23a 34.98 5.77 16 3/4 EHS A1 43 34.98 4.43 13160.00 3/4 EHS A1a 43b 34.98 4.99 14 3/4 EHS A1b 43a 34.98 5.55 16 3/4 EHS A1 T3 25.44 2.97 12220.00 5/8 EHS A1 T3b 25.44 2.96 12 5/8 EHS A1a T3a 25.44 3.50 14 5/8 EHS A1a T3b 25.44 3.47 14 5/8 EHS A1b T3 25.44 3.98 16 5/8 EHS A1b T3a 25.44 4.00 16 5/8 EHS A1 T4 25.44 2.36 9276.00 5/8 EHS A1 T4b 25.44 2.40 9 5/8 EHS A1a T4a 25.44 2.78 11 5/8 EHS A1a T4b 25.44 2.87 11 5/8 EHS A1b T4 25.44 3.31 13 5/8 EHS A1b T4a 25.44 3.27 13 5/8 EHS (1.2 + 0.2Sds) * DL + E 330 deg M2 A1 23 34.98 5.23 1580.00 3/4 EHS A1a 23b 34.98 5.47 16 3/4 EHS A1b 23a 34.98 5.70 16 3/4 EHS A1 43 34.98 4.61 13160.00 3/4 EHS A1a 43b 34.98 5.00 14 3/4 EHS A1b 43a 34.98 5.37 15 3/4 EHS A1 T3 25.44 3.01 12220.00 5/8 EHS A1 T3b 25.44 2.97 12 5/8 EHS A1a T3a 25.44 3.53 14 5/8 EHS A1a T3b 25.44 3.44 14 5/8 EHS A1b T3 25.44 3.94 15 5/8 EHS A1b T3a 25.44 3.99 16 5/8 EHS A1 T4 25.44 2.26 9276.00 5/8 EHS A1 T4b 25.44 2.30 9 5/8 EHS A1a T4a 25.44 2.80 11 5/8 EHS A1a T4b 25.44 2.87 11 5/8 EHS A1b T4 25.44 3.42 13 5/8 EHS A1b T4a 25.44 3.39 13 5/8 EHS 1.0D + 1.0W Service Normal A1 23 34.98 2.25 680.00 3/4 EHS A1a 23b 34.98 7.70 22 3/4 EHS A1b 23a 34.98 7.92 23 3/4 EHS A1 43 34.98 1.57 4160.00 3/4 EHS A1a 43b 34.98 7.50 21 3/4 EHS A1b 43a 34.98 7.75 22 3/4 EHS A1 T3 25.44 0.89 3220.00 5/8 EHS A1 T3b 25.44 0.90 4 5/8 EHS A1a T3a 25.44 4.85 19 5/8 EHS A1a T3b 25.44 5.10 20 5/8 EHS A1b T3 25.44 5.25 21 5/8 EHS A1b T3a 25.44 4.99 20 5/8 EHS A1 T4 25.44 0.43 2276.00 5/8 EHS A1 T4b 25.44 0.45 2 5/8 EHS Page 45 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1a T4a 25.44 3.87 15 5/8 EHS A1a T4b 25.44 4.36 17 5/8 EHS A1b T4 25.44 4.46 18 5/8 EHS A1b T4a 25.44 3.98 16 5/8 EHS 1.0D + 1.0W Service 60 deg A1 23 34.98 3.88 1180.00 3/4 EHS A1a 23b 34.98 9.02 26 3/4 EHS A1b 23a 34.98 4.10 12 3/4 EHS A1 43 34.98 3.24 9160.00 3/4 EHS A1a 43b 34.98 9.35 27 3/4 EHS A1b 43a 34.98 3.50 10 3/4 EHS A1 T3 25.44 2.45 10220.00 5/8 EHS A1 T3b 25.44 2.37 9 5/8 EHS A1a T3a 25.44 6.58 26 5/8 EHS A1a T3b 25.44 6.58 26 5/8 EHS A1b T3 25.44 2.63 10 5/8 EHS A1b T3a 25.44 2.52 10 5/8 EHS A1 T4 25.44 2.30 9276.00 5/8 EHS A1 T4b 25.44 2.04 8 5/8 EHS A1a T4a 25.44 5.59 22 5/8 EHS A1a T4b 25.44 5.61 22 5/8 EHS A1b T4 25.44 2.44 10 5/8 EHS A1b T4a 25.44 2.15 8 5/8 EHS 1.0D + 1.0W Service 90 deg A1 23 34.98 5.66 1680.00 3/4 EHS A1a 23b 34.98 8.75 25 3/4 EHS A1b 23a 34.98 2.93 8 3/4 EHS A1 43 34.98 5.22 15160.00 3/4 EHS A1a 43b 34.98 8.94 26 3/4 EHS A1b 43a 34.98 2.18 6 3/4 EHS A1 T3 25.44 3.77 15220.00 5/8 EHS A1 T3b 25.44 3.62 14 5/8 EHS A1a T3a 25.44 6.22 24 5/8 EHS A1a T3b 25.44 6.20 24 5/8 EHS A1b T3 25.44 1.56 6 5/8 EHS A1b T3a 25.44 1.46 6 5/8 EHS A1 T4 25.44 3.39 13276.00 5/8 EHS A1 T4b 25.44 3.01 12 5/8 EHS A1a T4a 25.44 5.37 21 5/8 EHS A1a T4b 25.44 5.15 20 5/8 EHS A1b T4 25.44 1.44 6 5/8 EHS A1b T4a 25.44 1.26 5 5/8 EHS 1.0D + 1.0W Service 120 deg A1 23 34.98 7.55 2280.00 3/4 EHS A1a 23b 34.98 7.80 22 3/4 EHS A1b 23a 34.98 2.53 7 3/4 EHS A1 43 34.98 7.33 21160.00 3/4 EHS A1a 43b 34.98 7.64 22 3/4 EHS A1b 43a 34.98 1.79 5 3/4 EHS A1 T3 25.44 5.01 20220.00 5/8 EHS A1 T3b 25.44 4.80 19 5/8 EHS A1a T3a 25.44 5.20 20 5/8 EHS A1a T3b 25.44 4.98 20 5/8 EHS A1b T3 25.44 1.04 4 5/8 EHS A1b T3a 25.44 1.02 4 5/8 EHS A1 T4 25.44 4.31 17276.00 5/8 EHS A1 T4b 25.44 3.86 15 5/8 EHS A1a T4a 25.44 4.44 17 5/8 EHS A1a T4b 25.44 4.00 16 5/8 EHS Page 46 9/11/2017 3:49:18 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 A1b T4 25.44 0.64 3 5/8 EHS A1b T4a 25.44 0.61 2 5/8 EHS 1.0D + 1.0W Service 180 deg A1 23 34.98 8.82 2580.00 3/4 EHS A1a 23b 34.98 4.10 12 3/4 EHS A1b 23a 34.98 4.21 12 3/4 EHS A1 43 34.98 9.10 26160.00 3/4 EHS A1a 43b 34.98 3.52 10 3/4 EHS A1b 43a 34.98 3.64 10 3/4 EHS A1 T3 25.44 6.43 25220.00 5/8 EHS A1 T3b 25.44 6.43 25 5/8 EHS A1a T3a 25.44 2.63 10 5/8 EHS A1a T3b 25.44 2.56 10 5/8 EHS A1b T3 25.44 2.63 10 5/8 EHS A1b T3a 25.44 2.71 11 5/8 EHS A1 T4 25.44 5.48 22276.00 5/8 EHS A1 T4b 25.44 5.49 22 5/8 EHS A1a T4a 25.44 2.42 10 5/8 EHS A1a T4b 25.44 2.17 9 5/8 EHS A1b T4 25.44 2.22 9 5/8 EHS A1b T4a 25.44 2.48 10 5/8 EHS 1.0D + 1.0W Service 210 deg A1 23 34.98 8.48 2480.00 3/4 EHS A1a 23b 34.98 2.87 8 3/4 EHS A1b 23a 34.98 6.01 17 3/4 EHS A1 43 34.98 8.60 25160.00 3/4 EHS A1a 43b 34.98 2.14 6 3/4 EHS A1b 43a 34.98 5.66 16 3/4 EHS A1 T3 25.44 5.99 24220.00 5/8 EHS A1 T3b 25.44 6.01 24 5/8 EHS A1a T3a 25.44 1.51 6 5/8 EHS A1a T3b 25.44 1.46 6 5/8 EHS A1b T3 25.44 3.89 15 5/8 EHS A1b T3a 25.44 4.04 16 5/8 EHS A1 T4 25.44 4.97 20276.00 5/8 EHS A1 T4b 25.44 5.22 21 5/8 EHS A1a T4a 25.44 1.39 5 5/8 EHS A1a T4b 25.44 1.24 5 5/8 EHS A1b T4 25.44 3.20 13 5/8 EHS A1b T4a 25.44 3.58 14 5/8 EHS 1.0D + 1.0W Service 240 deg A1 23 34.98 7.50 2180.00 3/4 EHS A1a 23b 34.98 2.39 7 3/4 EHS A1b 23a 34.98 7.97 23 3/4 EHS A1 43 34.98 7.26 21160.00 3/4 EHS A1a 43b 34.98 1.68 5 3/4 EHS A1b 43a 34.98 7.82 22 3/4 EHS A1 T3 25.44 4.72 19220.00 5/8 EHS A1 T3b 25.44 4.96 20 5/8 EHS A1a T3a 25.44 0.95 4 5/8 EHS A1a T3b 25.44 0.98 4 5/8 EHS A1b T3 25.44 5.05 20 5/8 EHS A1b T3a 25.44 5.29 21 5/8 EHS A1 T4 25.44 3.79 15276.00 5/8 EHS A1 T4b 25.44 4.27 17 5/8 EHS A1a T4a 25.44 0.49 2 5/8 EHS A1a T4b 25.44 0.55 2 5/8 EHS A1b T4 25.44 4.04 16 5/8 EHS A1b T4a 25.44 4.49 18 5/8 EHS Page 47 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 1.0D + 1.0W Service 300 deg A1 23 34.98 3.78 1180.00 3/4 EHS A1a 23b 34.98 3.90 11 3/4 EHS A1b 23a 34.98 9.19 26 3/4 EHS A1 43 34.98 3.13 9160.00 3/4 EHS A1a 43b 34.98 3.26 9 3/4 EHS A1b 43a 34.98 9.54 27 3/4 EHS A1 T3 25.44 2.28 9220.00 5/8 EHS A1 T3b 25.44 2.39 9 5/8 EHS A1a T3a 25.44 2.37 9 5/8 EHS A1a T3b 25.44 2.48 10 5/8 EHS A1b T3 25.44 6.70 26 5/8 EHS A1b T3a 25.44 6.70 26 5/8 EHS A1 T4 25.44 1.99 8276.00 5/8 EHS A1 T4b 25.44 2.26 9 5/8 EHS A1a T4a 25.44 2.05 8 5/8 EHS A1a T4b 25.44 2.34 9 5/8 EHS A1b T4 25.44 5.70 22 5/8 EHS A1b T4a 25.44 5.69 22 5/8 EHS 1.0D + 1.0W Service 330 deg A1 23 34.98 2.63 880.00 3/4 EHS A1a 23b 34.98 5.72 16 3/4 EHS A1b 23a 34.98 8.88 25 3/4 EHS A1 43 34.98 1.90 5160.00 3/4 EHS A1a 43b 34.98 5.28 15 3/4 EHS A1b 43a 34.98 9.07 26 3/4 EHS A1 T3 25.44 1.25 5220.00 5/8 EHS A1 T3b 25.44 1.34 5 5/8 EHS A1a T3a 25.44 3.63 14 5/8 EHS A1a T3b 25.44 3.81 15 5/8 EHS A1b T3 25.44 6.30 25 5/8 EHS A1b T3a 25.44 6.26 25 5/8 EHS A1 T4 25.44 1.10 4276.00 5/8 EHS A1 T4b 25.44 1.27 5 5/8 EHS A1a T4a 25.44 3.02 12 5/8 EHS A1a T4b 25.44 3.43 13 5/8 EHS A1b T4 25.44 5.43 21 5/8 EHS A1b T4a 25.44 5.18 20 5/8 EHS Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.6W 330 deg A1b 23a 34.98 24.98 7180.00 3/4 EHS 1.2D + 1.6W 330 deg A1b 43a 34.98 29.64 85160.00 3/4 EHS 1.2D + 1.6W 330 deg A1b T3a 25.44 21.14 83220.00 5/8 EHS Page 48 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 1.2D + 1.6W 330 deg A1b T4 25.44 17.96 71276.00 5/8 EHS Page 49 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 95 mph Normal to Face with No Ice 2.505 0.8421220.00 -0.0312 0.8434 95 mph Normal to Face with No Ice 2.967 0.9347248.00 -0.0349 0.9353 95 mph Normal to Face with No Ice 3.152 0.8495260.00 -0.0365 0.8516 95 mph Normal to Face with No Ice 3.211 0.8230264.00 -0.0371 0.8252 95 mph Normal to Face with No Ice 3.372 1.9129276.00 -0.0384 1.9132 95 mph Normal to Face with No Ice 3.539 0.8361288.00 -0.0387 0.8386 95 mph 60 degree with No Ice 1.274 0.4627220.00 -0.0157 0.4637 95 mph 60 degree with No Ice 1.544 0.5220248.00 -0.0160 0.5246 95 mph 60 degree with No Ice 1.643 0.4280260.00 -0.0162 0.4315 95 mph 60 degree with No Ice 1.671 0.4152264.00 -0.0162 0.4168 95 mph 60 degree with No Ice 1.745 1.3423276.00 -0.0228 1.3428 95 mph 60 degree with No Ice 1.822 0.4324288.00 -0.0168 0.4341 95 mph 90 degree with No Ice 1.994 0.7048220.00 -0.0500 0.7087 95 mph 90 degree with No Ice 2.384 0.7847248.00 -0.0625 0.7910 95 mph 90 degree with No Ice 2.538 0.7039260.00 -0.0675 0.7112 95 mph 90 degree with No Ice 2.587 0.6844264.00 -0.0690 0.6924 95 mph 90 degree with No Ice 2.718 1.7119276.00 -0.0851 1.7158 95 mph 90 degree with No Ice 2.855 0.7003288.00 -0.0746 0.7096 95 mph 120 degree with No Ice 2.276 0.8065220.00 -0.0202 0.8081 95 mph 120 degree with No Ice 2.721 0.9014248.00 -0.0200 0.9024 95 mph 120 degree with No Ice 2.899 0.8185260.00 -0.0199 0.8210 95 mph 120 degree with No Ice 2.957 0.7925264.00 -0.0197 0.7952 95 mph 120 degree with No Ice 3.111 1.8818276.00 -0.0346 1.8824 95 mph 120 degree with No Ice 3.272 0.8080288.00 -0.0194 0.8111 95 mph 180 degree with No Ice 1.141 0.4368220.00 0.0213 0.4368 95 mph 180 degree with No Ice 1.396 0.4960248.00 0.0285 0.4968 95 mph 180 degree with No Ice 1.490 0.4041260.00 0.0318 0.4053 95 mph 180 degree with No Ice 1.517 0.3917264.00 0.0331 0.3920 95 mph 180 degree with No Ice 1.586 1.3227276.00 0.0307 1.3228 95 mph 180 degree with No Ice 1.659 0.4112288.00 0.0363 0.4114 95 mph 210 degree with No Ice 1.930 0.6840220.00 0.0342 0.6849 95 mph 210 degree with No Ice 2.310 0.7634248.00 0.0317 0.7634 95 mph 210 degree with No Ice 2.459 0.6833260.00 0.0312 0.6840 95 mph 210 degree with No Ice 2.507 0.6638264.00 0.0312 0.6638 95 mph 210 degree with No Ice 2.634 1.6736276.00 0.0201 1.6736 95 mph 210 degree with No Ice 2.767 0.6800288.00 0.0305 0.6800 95 mph 240 degree with No Ice 2.386 0.8227220.00 0.0825 0.8268 95 mph 240 degree with No Ice 2.839 0.9160248.00 0.0948 0.9192 95 mph 240 degree with No Ice 3.020 0.8324260.00 0.1003 0.8385 95 mph 240 degree with No Ice 3.078 0.8063264.00 0.1025 0.8128 95 mph 240 degree with No Ice 3.235 1.8952276.00 0.0926 1.8971 95 mph 240 degree with No Ice 3.399 0.8207288.00 0.1086 0.8279 95 mph 300 degree with No Ice 1.388 0.4815220.00 0.0323 0.4818 95 mph 300 degree with No Ice 1.666 0.5397248.00 0.0403 0.5412 95 mph 300 degree with No Ice 1.768 0.4441260.00 0.0440 0.4461 95 mph 300 degree with No Ice 1.798 0.4310264.00 0.0453 0.4316 95 mph 300 degree with No Ice 1.875 1.3566276.00 0.0423 1.3568 95 mph 300 degree with No Ice 1.955 0.4464288.00 0.0485 0.4470 95 mph 330 degree with No Ice 2.178 0.7287220.00 -0.0692 0.7315 95 mph 330 degree with No Ice 2.579 0.8057248.00 -0.0883 0.8105 95 mph 330 degree with No Ice 2.737 0.7226260.00 -0.0963 0.7282 95 mph 330 degree with No Ice 2.788 0.7027264.00 -0.0990 0.7088 95 mph 330 degree with No Ice 2.923 1.7220276.00 -0.1023 1.7250 95 mph 330 degree with No Ice 3.063 0.7167288.00 -0.1067 0.7239 30 mph Normal with 0.75 in Radial Ice 0.161 0.0087220.00 -0.0020 0.0097 Page 50 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 30 mph Normal with 0.75 in Radial Ice 0.163 0.0083248.00 -0.0027 0.0087 30 mph Normal with 0.75 in Radial Ice 0.161 0.0230260.00 -0.0030 0.0232 30 mph Normal with 0.75 in Radial Ice 0.160 0.0373264.00 -0.0031 0.0374 30 mph Normal with 0.75 in Radial Ice 0.153 1.2505276.00 0.0035 1.2506 30 mph Normal with 0.75 in Radial Ice 0.147 0.0579288.00 -0.0034 0.0580 30 mph 60 deg with 0.75 in Radial Ice 0.146 0.0324220.00 -0.0014 0.0325 30 mph 60 deg with 0.75 in Radial Ice 0.162 0.0298248.00 -0.0017 0.0298 30 mph 60 deg with 0.75 in Radial Ice 0.166 0.0183260.00 -0.0019 0.0187 30 mph 60 deg with 0.75 in Radial Ice 0.168 0.0266264.00 -0.0019 0.0269 30 mph 60 deg with 0.75 in Radial Ice 0.168 1.2376276.00 -0.0020 1.2376 30 mph 60 deg with 0.75 in Radial Ice 0.170 0.0422288.00 -0.0022 0.0425 30 mph 90 deg with 0.75 in Radial Ice 0.118 0.0286220.00 0.0060 0.0288 30 mph 90 deg with 0.75 in Radial Ice 0.128 0.0312248.00 0.0082 0.0323 30 mph 90 deg with 0.75 in Radial Ice 0.131 0.0333260.00 0.0093 0.0335 30 mph 90 deg with 0.75 in Radial Ice 0.131 0.0446264.00 0.0097 0.0447 30 mph 90 deg with 0.75 in Radial Ice 0.130 1.2399276.00 0.0114 1.2399 30 mph 90 deg with 0.75 in Radial Ice 0.131 0.0613288.00 0.0106 0.0614 30 mph 120 deg with 0.75 in Radial Ice 0.082 0.0215220.00 0.0003 0.0216 30 mph 120 deg with 0.75 in Radial Ice 0.077 0.0236248.00 0.0006 0.0236 30 mph 120 deg with 0.75 in Radial Ice 0.072 0.0381260.00 0.0008 0.0383 30 mph 120 deg with 0.75 in Radial Ice 0.070 0.0524264.00 0.0008 0.0525 30 mph 120 deg with 0.75 in Radial Ice 0.062 1.2338276.00 0.0018 1.2338 30 mph 120 deg with 0.75 in Radial Ice 0.054 0.0709288.00 0.0007 0.0710 30 mph 180 deg with 0.75 in Radial Ice 0.096 0.0262220.00 0.0031 0.0262 30 mph 180 deg with 0.75 in Radial Ice 0.108 0.0226248.00 0.0044 0.0226 30 mph 180 deg with 0.75 in Radial Ice 0.111 0.0123260.00 0.0050 0.0124 30 mph 180 deg with 0.75 in Radial Ice 0.112 0.0209264.00 0.0052 0.0210 30 mph 180 deg with 0.75 in Radial Ice 0.112 1.2173276.00 0.0060 1.2173 30 mph 180 deg with 0.75 in Radial Ice 0.113 0.0382288.00 0.0058 0.0382 30 mph 210 deg with 0.75 in Radial Ice 0.101 0.0198220.00 0.0114 0.0212 30 mph 210 deg with 0.75 in Radial Ice 0.104 0.0203248.00 0.0156 0.0256 30 mph 210 deg with 0.75 in Radial Ice 0.103 0.0245260.00 0.0176 0.0278 30 mph 210 deg with 0.75 in Radial Ice 0.102 0.0369264.00 0.0184 0.0394 30 mph 210 deg with 0.75 in Radial Ice 0.097 1.2226276.00 0.0210 1.2226 30 mph 210 deg with 0.75 in Radial Ice 0.093 0.0557288.00 0.0204 0.0577 30 mph 240 deg with 0.75 in Radial Ice 0.125 0.0158220.00 0.0057 0.0163 30 mph 240 deg with 0.75 in Radial Ice 0.124 0.0178248.00 0.0077 0.0178 30 mph 240 deg with 0.75 in Radial Ice 0.121 0.0318260.00 0.0087 0.0325 30 mph 240 deg with 0.75 in Radial Ice 0.119 0.0460264.00 0.0090 0.0465 30 mph 240 deg with 0.75 in Radial Ice 0.112 1.2480276.00 0.0108 1.2481 30 mph 240 deg with 0.75 in Radial Ice 0.106 0.0653288.00 0.0098 0.0657 30 mph 300 deg with 0.75 in Radial Ice 0.180 0.0363220.00 0.0046 0.0364 30 mph 300 deg with 0.75 in Radial Ice 0.198 0.0335248.00 0.0064 0.0335 30 mph 300 deg with 0.75 in Radial Ice 0.203 0.0212260.00 0.0072 0.0213 30 mph 300 deg with 0.75 in Radial Ice 0.205 0.0299264.00 0.0075 0.0300 30 mph 300 deg with 0.75 in Radial Ice 0.206 1.2531276.00 0.0084 1.2531 30 mph 300 deg with 0.75 in Radial Ice 0.207 0.0448288.00 0.0082 0.0449 30 mph 330 deg with 0.75 in Radial Ice 0.174 0.0287220.00 0.0103 0.0292 30 mph 330 deg with 0.75 in Radial Ice 0.185 0.0269248.00 0.0137 0.0301 30 mph 330 deg with 0.75 in Radial Ice 0.187 0.0228260.00 0.0153 0.0240 30 mph 330 deg with 0.75 in Radial Ice 0.187 0.0322264.00 0.0159 0.0331 30 mph 330 deg with 0.75 in Radial Ice 0.185 1.2570276.00 0.0179 1.2570 30 mph 330 deg with 0.75 in Radial Ice 0.183 0.0503288.00 0.0172 0.0510 Seismic Normal M1 0.052 0.0289220.00 -0.0003 0.0289 Seismic Normal M1 0.068 0.0325248.00 -0.0005 0.0325 Seismic Normal M1 0.074 0.0261260.00 -0.0006 0.0261 Seismic Normal M1 0.075 0.0276264.00 -0.0007 0.0276 Seismic Normal M1 0.080 0.4853276.00 -0.0008 0.4853 Seismic Normal M1 0.084 0.0286288.00 -0.0008 0.0286 Seismic Normal M2 0.048 0.0459220.00 -0.0003 0.0459 Seismic Normal M2 0.075 0.0577248.00 -0.0005 0.0577 Seismic Normal M2 0.086 0.0524260.00 -0.0006 0.0524 Page 51 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Seismic Normal M2 0.089 0.0537264.00 -0.0007 0.0537 Seismic Normal M2 0.099 0.4825276.00 -0.0008 0.4825 Seismic Normal M2 0.109 0.0540288.00 -0.0008 0.0540 Seismic 60 deg M1 0.043 0.0292220.00 -0.0003 0.0292 Seismic 60 deg M1 0.058 0.0303248.00 -0.0006 0.0303 Seismic 60 deg M1 0.063 0.0246260.00 -0.0007 0.0247 Seismic 60 deg M1 0.065 0.0290264.00 -0.0008 0.0291 Seismic 60 deg M1 0.069 0.4837276.00 -0.0011 0.4837 Seismic 60 deg M1 0.072 0.0317288.00 -0.0009 0.0317 Seismic 60 deg M2 0.039 0.0447220.00 -0.0003 0.0447 Seismic 60 deg M2 0.063 0.0534248.00 -0.0005 0.0534 Seismic 60 deg M2 0.074 0.0486260.00 -0.0007 0.0486 Seismic 60 deg M2 0.077 0.0532264.00 -0.0007 0.0533 Seismic 60 deg M2 0.086 0.4887276.00 -0.0011 0.4887 Seismic 60 deg M2 0.095 0.0560288.00 -0.0008 0.0561 Seismic 90 deg M1 0.039 0.0310220.00 -0.0003 0.0310 Seismic 90 deg M1 0.055 0.0331248.00 -0.0006 0.0332 Seismic 90 deg M1 0.061 0.0272260.00 -0.0008 0.0272 Seismic 90 deg M1 0.063 0.0306264.00 -0.0008 0.0306 Seismic 90 deg M1 0.068 0.4827276.00 -0.0011 0.4827 Seismic 90 deg M1 0.072 0.0329288.00 -0.0010 0.0329 Seismic 90 deg M2 0.035 0.0478220.00 -0.0003 0.0478 Seismic 90 deg M2 0.062 0.0580248.00 -0.0006 0.0580 Seismic 90 deg M2 0.073 0.0530260.00 -0.0008 0.0530 Seismic 90 deg M2 0.076 0.0566264.00 -0.0008 0.0566 Seismic 90 deg M2 0.086 0.4964276.00 -0.0013 0.4964 Seismic 90 deg M2 0.096 0.0589288.00 -0.0009 0.0589 Seismic 120 deg M1 0.036 0.0316220.00 -0.0002 0.0316 Seismic 120 deg M1 0.052 0.0347248.00 -0.0003 0.0347 Seismic 120 deg M1 0.059 0.0287260.00 -0.0004 0.0287 Seismic 120 deg M1 0.061 0.0303264.00 -0.0005 0.0303 Seismic 120 deg M1 0.066 0.4806276.00 -0.0007 0.4806 Seismic 120 deg M1 0.071 0.0320288.00 -0.0005 0.0320 Seismic 120 deg M2 0.032 0.0492220.00 -0.0002 0.0492 Seismic 120 deg M2 0.059 0.0605248.00 -0.0003 0.0605 Seismic 120 deg M2 0.072 0.0557260.00 -0.0004 0.0557 Seismic 120 deg M2 0.075 0.0571264.00 -0.0004 0.0572 Seismic 120 deg M2 0.086 0.4998276.00 -0.0008 0.4998 Seismic 120 deg M2 0.096 0.0583288.00 -0.0004 0.0583 Seismic 180 deg M1 0.030 0.0292220.00 0.0003 0.0292 Seismic 180 deg M1 0.045 0.0300248.00 0.0005 0.0300 Seismic 180 deg M1 0.050 0.0248260.00 0.0007 0.0248 Seismic 180 deg M1 0.052 0.0291264.00 0.0007 0.0291 Seismic 180 deg M1 0.056 0.4804276.00 0.0008 0.4804 Seismic 180 deg M1 0.060 0.0322288.00 0.0009 0.0322 Seismic 180 deg M2 0.026 0.0442220.00 0.0003 0.0442 Seismic 180 deg M2 0.050 0.0523248.00 0.0006 0.0523 Seismic 180 deg M2 0.061 0.0479260.00 0.0008 0.0479 Seismic 180 deg M2 0.064 0.0524264.00 0.0008 0.0524 Seismic 180 deg M2 0.073 0.4890276.00 0.0008 0.4890 Seismic 180 deg M2 0.082 0.0557288.00 0.0011 0.0557 Seismic 210 deg M1 0.036 0.0297220.00 0.0005 0.0297 Seismic 210 deg M1 0.052 0.0317248.00 0.0009 0.0317 Seismic 210 deg M1 0.058 0.0259260.00 0.0011 0.0259 Seismic 210 deg M1 0.059 0.0294264.00 0.0012 0.0294 Seismic 210 deg M1 0.063 0.4824276.00 0.0014 0.4824 Seismic 210 deg M1 0.068 0.0320288.00 0.0016 0.0320 Seismic 210 deg M2 0.033 0.0456220.00 0.0005 0.0456 Seismic 210 deg M2 0.058 0.0553248.00 0.0009 0.0553 Seismic 210 deg M2 0.069 0.0504260.00 0.0012 0.0505 Seismic 210 deg M2 0.072 0.0540264.00 0.0013 0.0540 Seismic 210 deg M2 0.081 0.4886276.00 0.0012 0.4886 Page 52 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Seismic 210 deg M2 0.091 0.0565288.00 0.0016 0.0565 Seismic 240 deg M1 0.045 0.0304220.00 0.0007 0.0304 Seismic 240 deg M1 0.061 0.0337248.00 0.0012 0.0337 Seismic 240 deg M1 0.067 0.0275260.00 0.0015 0.0275 Seismic 240 deg M1 0.069 0.0290264.00 0.0016 0.0291 Seismic 240 deg M1 0.073 0.4859276.00 0.0018 0.4859 Seismic 240 deg M1 0.078 0.0305288.00 0.0020 0.0305 Seismic 240 deg M2 0.041 0.0477220.00 0.0007 0.0477 Seismic 240 deg M2 0.068 0.0591248.00 0.0013 0.0592 Seismic 240 deg M2 0.079 0.0541260.00 0.0016 0.0542 Seismic 240 deg M2 0.083 0.0556264.00 0.0017 0.0556 Seismic 240 deg M2 0.093 0.4920276.00 0.0018 0.4921 Seismic 240 deg M2 0.103 0.0563288.00 0.0021 0.0564 Seismic 300 deg M1 0.052 0.0290220.00 0.0004 0.0290 Seismic 300 deg M1 0.068 0.0302248.00 0.0008 0.0302 Seismic 300 deg M1 0.073 0.0243260.00 0.0010 0.0243 Seismic 300 deg M1 0.075 0.0287264.00 0.0011 0.0287 Seismic 300 deg M1 0.079 0.4902276.00 0.0012 0.4902 Seismic 300 deg M1 0.082 0.0309288.00 0.0013 0.0309 Seismic 300 deg M2 0.048 0.0450220.00 0.0005 0.0450 Seismic 300 deg M2 0.073 0.0539248.00 0.0009 0.0539 Seismic 300 deg M2 0.084 0.0489260.00 0.0011 0.0489 Seismic 300 deg M2 0.087 0.0536264.00 0.0012 0.0536 Seismic 300 deg M2 0.096 0.4811276.00 0.0012 0.4811 Seismic 300 deg M2 0.105 0.0559288.00 0.0015 0.0559 Seismic 330 deg M1 0.053 0.0290220.00 -0.0002 0.0290 Seismic 330 deg M1 0.069 0.0314248.00 -0.0003 0.0314 Seismic 330 deg M1 0.075 0.0250260.00 -0.0004 0.0250 Seismic 330 deg M1 0.076 0.0286264.00 -0.0005 0.0286 Seismic 330 deg M1 0.080 0.4887276.00 -0.0005 0.4887 Seismic 330 deg M1 0.084 0.0303288.00 -0.0006 0.0304 Seismic 330 deg M2 0.049 0.0455220.00 -0.0002 0.0455 Seismic 330 deg M2 0.075 0.0559248.00 -0.0004 0.0559 Seismic 330 deg M2 0.086 0.0505260.00 -0.0006 0.0505 Seismic 330 deg M2 0.090 0.0542264.00 -0.0006 0.0542 Seismic 330 deg M2 0.099 0.4791276.00 -0.0006 0.4791 Seismic 330 deg M2 0.108 0.0559288.00 -0.0008 0.0559 Serviceability - 60 mph Wind Normal 0.218 0.0124220.00 -0.0025 0.0126 Serviceability - 60 mph Wind Normal 0.218 0.0195248.00 -0.0036 0.0204 Serviceability - 60 mph Wind Normal 0.211 0.0488260.00 -0.0042 0.0490 Serviceability - 60 mph Wind Normal 0.208 0.0607264.00 -0.0044 0.0609 Serviceability - 60 mph Wind Normal 0.193 0.6330276.00 -0.0050 0.6331 Serviceability - 60 mph Wind Normal 0.180 0.0665288.00 -0.0050 0.0666 Serviceability - 60 mph Wind 60 deg 0.240 0.0792220.00 -0.0030 0.0793 Serviceability - 60 mph Wind 60 deg 0.288 0.0903248.00 -0.0043 0.0907 Serviceability - 60 mph Wind 60 deg 0.305 0.0666260.00 -0.0050 0.0672 Serviceability - 60 mph Wind 60 deg 0.309 0.0680264.00 -0.0052 0.0683 Serviceability - 60 mph Wind 60 deg 0.319 0.6430276.00 -0.0061 0.6431 Serviceability - 60 mph Wind 60 deg 0.330 0.0740288.00 -0.0058 0.0745 Serviceability - 60 mph Wind 90 deg 0.234 0.0632220.00 0.0107 0.0638 Serviceability - 60 mph Wind 90 deg 0.273 0.0722248.00 0.0144 0.0731 Serviceability - 60 mph Wind 90 deg 0.285 0.0496260.00 0.0163 0.0522 Serviceability - 60 mph Wind 90 deg 0.288 0.0502264.00 0.0169 0.0519 Serviceability - 60 mph Wind 90 deg 0.294 0.6309276.00 0.0188 0.6310 Serviceability - 60 mph Wind 90 deg 0.302 0.0560288.00 0.0190 0.0578 Serviceability - 60 mph Wind 120 deg 0.199 0.0060220.00 -0.0007 0.0065 Serviceability - 60 mph Wind 120 deg 0.206 0.0020248.00 -0.0010 0.0052 Serviceability - 60 mph Wind 120 deg 0.204 0.0283260.00 -0.0011 0.0285 Serviceability - 60 mph Wind 120 deg 0.202 0.0400264.00 -0.0012 0.0402 Serviceability - 60 mph Wind 120 deg 0.192 0.6136276.00 -0.0008 0.6136 Serviceability - 60 mph Wind 120 deg 0.183 0.0451288.00 -0.0012 0.0453 Serviceability - 60 mph Wind 180 deg 0.213 0.0768220.00 0.0027 0.0768 Page 53 9/11/2017 3:49:19 PM © 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:SPRINT NEXTEL Engineering Number:OAA711176_C3_01 Serviceability - 60 mph Wind 180 deg 0.260 0.0876248.00 0.0041 0.0877 Serviceability - 60 mph Wind 180 deg 0.276 0.0645260.00 0.0048 0.0647 Serviceability - 60 mph Wind 180 deg 0.280 0.0660264.00 0.0050 0.0660 Serviceability - 60 mph Wind 180 deg 0.290 0.6314276.00 0.0055 0.6314 Serviceability - 60 mph Wind 180 deg 0.301 0.0729288.00 0.0059 0.0729 Serviceability - 60 mph Wind 210 deg 0.213 0.0597220.00 0.0198 0.0622 Serviceability - 60 mph Wind 210 deg 0.250 0.0681248.00 0.0275 0.0735 Serviceability - 60 mph Wind 210 deg 0.261 0.0471260.00 0.0312 0.0565 Serviceability - 60 mph Wind 210 deg 0.263 0.0482264.00 0.0325 0.0561 Serviceability - 60 mph Wind 210 deg 0.268 0.6192276.00 0.0364 0.6200 Serviceability - 60 mph Wind 210 deg 0.275 0.0549288.00 0.0366 0.0635 Serviceability - 60 mph Wind 240 deg 0.207 0.0072220.00 0.0047 0.0080 Serviceability - 60 mph Wind 240 deg 0.210 0.0124248.00 0.0070 0.0143 Serviceability - 60 mph Wind 240 deg 0.204 0.0408260.00 0.0082 0.0412 Serviceability - 60 mph Wind 240 deg 0.202 0.0526264.00 0.0086 0.0530 Serviceability - 60 mph Wind 240 deg 0.189 0.6266276.00 0.0105 0.6267 Serviceability - 60 mph Wind 240 deg 0.178 0.0580288.00 0.0099 0.0585 Serviceability - 60 mph Wind 300 deg 0.263 0.0807220.00 0.0036 0.0807 Serviceability - 60 mph Wind 300 deg 0.312 0.0918248.00 0.0054 0.0920 Serviceability - 60 mph Wind 300 deg 0.328 0.0677260.00 0.0063 0.0679 Serviceability - 60 mph Wind 300 deg 0.333 0.0690264.00 0.0066 0.0691 Serviceability - 60 mph Wind 300 deg 0.343 0.6518276.00 0.0073 0.6518 Serviceability - 60 mph Wind 300 deg 0.354 0.0744288.00 0.0076 0.0745 Serviceability - 60 mph Wind 330 deg 0.252 0.0604220.00 0.0160 0.0619 Serviceability - 60 mph Wind 330 deg 0.290 0.0688248.00 0.0210 0.0717 Serviceability - 60 mph Wind 330 deg 0.301 0.0468260.00 0.0234 0.0523 Serviceability - 60 mph Wind 330 deg 0.304 0.0483264.00 0.0242 0.0523 Serviceability - 60 mph Wind 330 deg 0.308 0.6416276.00 0.0267 0.6419 Serviceability - 60 mph Wind 330 deg 0.314 0.0537288.00 0.0269 0.0580 Page 54