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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 :OAA724565_C3_01 Proposed Carrier :Verizon Carrier Site Name :McCleans Carrier Site Number :169274 Site Location :5091 NC 210 South Bunnlevel, NC 28323-8780 35.334100, -78.859300 County :Harnett Date :February 23, 2018 Max Usage :102% Result :Pass Prepared By: Alexander Cartledge Structural Engineer I Reviewed By: COA: P-1177 Eng. Number OAA724565_C3_01 February 23, 2018 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 OAA724565_C3_01 February 23, 2018 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 Verizon. 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 Crest Height:0 ft Spectral Response:Ss = 0.19, 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 OAA724565_C3_01 February 23, 2018 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 KMW EPBQ-652L8H8 3 Ericsson RRUS 32 B2 2 Kathrein 742 213 4 Kathrein 741 989 3 Ericsson RRUS-11 800MHz 1 Raycap DC6-48-60-18-8F(32.8 lbs) 288.0 290.0 6 RFS ATM192012-0 Sector Frames (2) 0.74" 8 AWG 7 (12) 2 1/4" Coax (1) 3/8" RET Control Cable (1) 0.28" Fiber AT&T Mobility 3 Commscope DT465B-2XR 3 RFS APXVSPP18-C-A20 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 3 Alcatel-Lucent 1900MHz 4X45 RRH 270.0 270.0 6 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter Sector Frames (4) 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 245.0 245.0 3 Antel BXA-70080/8CF (94.1")Sector Frames (6) 1 5/8" Coax Verizon Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Antel BXA-70080/8CF 3 Antel BXA-70063-8CF-EDIN-2 6 Antel LPA-185090/8CF ___ 2°245.0 245.0 6 RFS FD9R6004 -(6) 1 5/8" Coax Verizon Remove (6) 1 5/8” Coax for a final configuration of 3-on-3. Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 6 Commscope NHH-65C-R2B 3 Raycap RCMDC-6627-PF-48 6 Ericsson Radio 4449 - B13&B5245.0 245.0 6 Ericsson 8843 Rev 2 Sector Frames (3) 1 5/8" Fiber Verizon 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax stacked on top of existing Verizon coax. Eng. Number OAA724565_C3_01 February 23, 2018 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 97%Pass Diagonals 102%Pass Horizontals 57%Pass Guys 76%Pass Leg Bolts 7%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)240.1 324.1 245.2 76% Anchor 1 Uplift (kips)88.0 118.8 83.0 70% Anchor 1 Shear (kips)83.1 112.2 75.9 68% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist, and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft)Twist (°)Sway (Rotation) (°) Ericsson 8843 Rev 2 Ericsson Radio 4449 - B13&B5 Raycap RCMDC-6627-PF-48245.0 Commscope NHH-65C-R2B Verizon 0.280 0.025 0.118 *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 performed by A.T. Engineering Services, PLLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession of A.T. Engineering Services, PLLC 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. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and A.T. Engineering Services, PLLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. 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 supplied herein. Job Information Tower : Code : Client : Location :HARMONY NC, NC Verizon Wireless ANSI/TIA-222-G 21271 © 2007 - 2018 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft Tower Ht :288.00 ft Job Information Tower : Code : Client : Location :HARMONY NC, NC Verizon Wireless ANSI/TIA-222-G 21271 © 2007 - 2018 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :5.04 ft Tower Ht :288.00 ft Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 10.00180.00 0 73.14 75.54 -4.00180.00 240 79.14 75.90 -15.00180.00 120 82.97 75.46 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 245.21 2.82 2/23/2018 11:00:55 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 Kd: Ke: Ice & Wind Parameters Structure Class: Exposure Category: Design Ice Thickness: II C 0.75 in Topographic Category:1 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 0.191 Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods S 0.204 :d1S 0.141 :1S 0.088 p:1.3 1.07Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.053 :0.053TL a :S : ds : V :CS CS CS Load Cases 1.2D + 1.6W Normal 95 mph Normal 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 Page 1 2/23/2018 11:00:55 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Analysis Parameters (1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg (1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg (1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg (1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg (1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg (1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg (1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg (1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 2/23/2018 11:00:55 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 288.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 2.00.8 11.5 6.0 194.9 31.10 97 79 288.0 Raycap DC6-48-60-1 33 1.3 0.80 1.00 2.02.0 11.0 11.0 86.6 31.10 43 39 288.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 2.01.4 17.8 9.2 255.8 31.10 128 194 288.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 2.02.3 12.1 7.0 278.1 31.10 139 191 288.0 Kathrein Scala 741 4 17 3.1 0.80 0.66 2.04.3 6.1 2.7 561.0 31.10 280 79 288.0 Kathrein Scala 742 2 22 5.1 0.80 0.67 2.06.4 6.1 2.7 466.1 31.10 233 53 288.0 KMW EPBQ-652L8H8 3 62 12.0 0.80 0.68 2.08.3 12.0 6.3 1653.9 31.10 827 225 288.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 31.05 917 1080 276.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 30.78 628 600 270.0 Alcatel-Lucent 800 6 64 2.1 0.80 0.50 0.01.6 13.0 12.2 0.0 30.64 206 461 270.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 30.64 116 216 270.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.50 0.02.2 18.6 6.7 0.0 30.64 202 252 270.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 30.64 553 205 270.0 Commscope 3 58 9.1 0.80 0.69 0.06.0 13.8 8.2 0.0 30.64 628 209 270.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 30.64 1259 1440 259.0 LGP Allgon 3 10 0.7 0.80 0.50 0.00.6 10.7 2.7 0.0 30.37 35 36 259.0 Powerwave 7762.00 3 39 7.1 0.80 0.59 0.04.3 16.0 4.0 0.0 30.37 417 140 259.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 30.37 1004 1080 245.0 Ericsson 8843 Rev 2 6 75 1.6 0.80 0.50 0.01.3 13.2 11.1 0.0 30.02 162 540 245.0 Ericsson Radio 4449 6 70 1.6 0.80 0.50 0.01.3 13.2 9.3 0.0 30.02 162 504 245.0 Raycap RCMDC-3 32 4.1 0.80 0.67 0.02.5 16.5 12.6 0.0 30.02 266 115 245.0 Antel BXA-3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 30.02 710 90 245.0 Commscope NHH-6 52 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 30.02 1562 372 245.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 30.02 886 1080 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 29.31 598 600 Totals 84 8233 533.1 988012059 (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 288.0 RFS ATM192012-0 6 0.80541.4 0.50 2.00.8 11.5 6.0 17.9 3.10 9 340 288.0 Raycap DC6-48-60-1 0.801332.9 1.00 2.02.0 11.0 11.0 12.2 3.10 6 140 288.0 Ericsson RRUS-11 3 0.801513.2 0.50 2.01.4 17.8 9.2 20.4 3.10 10 484 288.0 Ericsson RRUS 32 B2 3 0.801483.5 0.50 2.02.3 12.1 7.0 22.3 3.10 11 477 288.0 Kathrein Scala 741 4 0.801024.1 0.66 2.04.3 6.1 2.7 46.0 3.10 23 420 288.0 Kathrein Scala 742 2 0.801456.5 0.67 2.06.4 6.1 2.7 36.8 3.10 18 299 288.0 KMW EPBQ-652L8H8 3 0.8034613.8 0.68 2.08.3 12.0 6.3 118.9 3.10 59 1075 288.0 Round Sector Frame 3 0.7569332.1 0.67 0.00.0 0.0 0.0 0.0 3.10 127 2259 276.0 Torque Arms 1 1.0087026.1 1.00 0.00.0 0.0 0.0 0.0 3.07 68 970 270.0 Alcatel-Lucent 800 6 0.801622.7 0.50 0.01.6 13.0 12.2 0.0 3.06 17 1046 270.0 Alcatel-Lucent 1900 3 0.801623.0 0.50 0.02.1 11.1 10.7 0.0 3.06 9 523 270.0 Alcatel-Lucent TD-3 0.801705.5 0.50 0.02.2 18.6 6.7 0.0 3.06 17 553 270.0 RFS APXVSPP18-C-3 0.802719.4 0.69 0.06.0 11.8 7.0 0.0 3.06 40 847 270.0 Commscope 3 0.8030410.5 0.69 0.06.0 13.8 8.2 0.0 3.06 45 948 270.0 Flat Light Sector 3 0.7572033.9 0.75 0.00.0 0.0 0.0 0.0 3.06 149 2399 259.0 LGP Allgon 3 0.80341.0 0.50 0.00.6 10.7 2.7 0.0 3.03 3 109 259.0 Powerwave 7762.00 3 0.802038.3 0.59 0.04.3 16.0 4.0 0.0 3.03 30 634 259.0 Round Sector Frame 3 0.7568831.9 0.75 0.00.0 0.0 0.0 0.0 3.03 138 2244 245.0 Ericsson 8843 Rev 2 6 0.801552.2 0.50 0.01.3 13.2 11.1 0.0 2.99 14 1018 245.0 Ericsson Radio 4449 6 0.801432.2 0.50 0.01.3 13.2 9.3 0.0 2.99 14 941 245.0 Raycap RCMDC-3 0.801864.9 0.67 0.02.5 16.5 12.6 0.0 2.99 20 578 Page 3 2/23/2018 11:00:55 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Tower Loading 245.0 Antel BXA-3 0.8027512.2 0.69 0.07.8 11.1 6.0 0.0 2.99 52 839 245.0 Commscope NHH-6 0.8033113.1 0.70 0.08.0 11.9 7.1 0.0 2.99 112 2046 245.0 Round Sector Frame 3 0.7568831.9 0.67 0.00.0 0.0 0.0 0.0 2.99 122 2244 219.0 Torque Arms 1 1.0086225.9 1.00 0.00.0 0.0 0.0 0.0 2.92 64 962 Totals 84 22746 829.9 243931179 (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 288.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 2.00.8 11.5 6.0 48.6 12.41 24 66 288.0 Raycap DC6-48-60-1 33 1.3 0.80 1.00 2.02.0 11.0 11.0 21.6 12.41 11 33 288.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 2.01.4 17.8 9.2 63.8 12.41 32 162 288.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 2.02.3 12.1 7.0 69.3 12.41 35 159 288.0 Kathrein Scala 741 4 17 3.1 0.80 0.66 2.04.3 6.1 2.7 139.9 12.41 70 66 288.0 Kathrein Scala 742 2 22 5.1 0.80 0.67 2.06.4 6.1 2.7 116.2 12.41 58 44 288.0 KMW EPBQ-652L8H8 3 62 12.0 0.80 0.68 2.08.3 12.0 6.3 412.3 12.41 206 187 288.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 12.39 229 900 276.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.28 157 500 270.0 Alcatel-Lucent 800 6 64 2.1 0.80 0.50 0.01.6 13.0 12.2 0.0 12.22 51 384 270.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 12.22 29 180 270.0 Alcatel-Lucent TD-3 70 4.1 0.80 0.50 0.02.2 18.6 6.7 0.0 12.22 50 210 270.0 RFS APXVSPP18-C-3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 12.22 138 171 270.0 Commscope 3 58 9.1 0.80 0.69 0.06.0 13.8 8.2 0.0 12.22 157 174 270.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 12.22 314 1200 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 12.11 250 900 245.0 Ericsson 8843 Rev 2 6 75 1.6 0.80 0.50 0.01.3 13.2 11.1 0.0 11.97 40 450 245.0 Ericsson Radio 4449 6 70 1.6 0.80 0.50 0.01.3 13.2 9.3 0.0 11.97 40 420 245.0 Raycap RCMDC-3 32 4.1 0.80 0.67 0.02.5 16.5 12.6 0.0 11.97 66 96 245.0 Antel BXA-3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 11.97 177 75 245.0 Commscope NHH-6 52 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 11.97 389 310 245.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 11.97 221 900 219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.69 149 500 Totals 84 8233 533.1 82333006 Page 4 2/23/2018 11:00:55 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 5.00 288.0 0.28" (7mm) Fiber 1 0.28 0.04 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 288.0 0.74" (18.7mm) 8 2 0.74 0.49 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 288.0 2 1/4" Coax 4 2.38 1.16 2 Individual0 0.00 1.00 1.00 0.39N 5.00 288.0 2 1/4" Coax 8 2.38 1.22 2 Block50 0.00 1.00 1.00 0.36N 5.00 288.0 3/8" (0.38"- 1 0.38 0.23 2 Individual0 0.00 1.00 1.00 0.00N 5.00 270.0 1 1/4" Hybriflex 4 1.54 1.00 Lin App Individual0 0.00 1.00 1.00 0.42N 5.00 259.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N 5.00 245.0 1 5/8" (1.63"-3 1.63 1.61 Lin App Individual0 0.00 1.00 1.00 0.01N 5.00 245.0 1 5/8" Coax 6 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N Page 5 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Equivalent Lateral Force Method Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.19 0.09 8 1.00 1.60 2.40 2.50 0.20 0.14 0.05 0.05 0.03 1.30 1.29 32.80 2.24 1): d1): k k 1.07 (Based on ASCE7-10 Chapters 11, 12 & 15) e): s): ds): a: v: s):s s: s: - Seconds): L Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height vx z 18 7490.034863,612604 76284.00 17 2930.013329,041236 29278.00 16 1,3760.0581,473,321,109 129268.00 15 1,7810.0681,743,601,436 153250.00 14 1,9750.0681,736,571,592 152230.00 13 1,1630.037942,849937 83216.00 12 1,3850.0411,056,651,116 93206.00 11 1,9750.0531,358,221,592 119190.00 10 1,9750.0461,177,171,592 103170.00 9 2,3980.0481,216,901,933 107150.00 8 2,0310.034857,4181,637 75130.00 7 2,0310.027691,6331,637 61110.00 6 2,1680.022570,2051,747 5090.00 5 2,3980.018456,5931,933 4070.00 4 2,0310.010250,8621,637 2250.00 3 2,0310.005130,0411,637 1130.00 2 1,2190.00129,274982 314.00 1 1,5000.0007,1941,209 14.00 RFS ATM192012-0 820.00496,15666 8288.00 Raycap DC6-48-60-18-8F(32.8 lbs)410.00247,78633 4288.00 Ericsson RRUS-11 800 MHz 2010.009236,019162 21288.00 Ericsson RRUS 32 B2 1970.009231,648159 20288.00 Kathrein Scala 741 989 820.00496,15666 8288.00 Kathrein Scala 742 213 550.00364,10444 6288.00 Page 6 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Equivalent Lateral Force Method KMW EPBQ-652L8H8 2320.011272,733187 24288.00 Round Sector Frame 1,1170.0511,311,21900 115288.00 Torque Arms 6200.027689,647500 60276.00 Alcatel-Lucent 800 MHz 2X50W RRH w/ 4760.020514,885384 45270.00 Alcatel-Lucent 1900 MHz 4X45 RRH 2230.009241,353180 21270.00 Alcatel-Lucent TD-RRH8x20-25 w/ Solar 2610.011281,578210 25270.00 RFS APXVSPP18-C-A20 2120.009229,285171 20270.00 Commscope DT465B-2XR 2160.009233,307174 20270.00 Flat Light Sector Frame 1,4890.0631,609,011,200 141270.00 LGP Allgon LGP186nn 370.00137,74930 3259.00 Powerwave 7762.00 1450.006148,707117 13259.00 Round Sector Frame 1,1170.0451,143,89900 100259.00 Ericsson 8843 Rev 2 5580.021532,494450 47245.00 Ericsson Radio 4449 - B13&B5 5210.019496,994420 44245.00 Raycap RCMDC-6627-PF-48 1190.004113,59996 10245.00 Antel BXA-70080/8CF (94.1")930.00388,74975 8245.00 Commscope NHH-65C-R2B 3840.014366,356310 32245.00 Round Sector Frame 1,1170.0421,064,98900 93245.00 Torque Arms 6200.020512,156500 45219.00 32,800 25,551,765 1.000 2,239 40,697 Page 7 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Equivalent Modal Analysis Method Spectral Response Acceleration at 1.0 Second Period (S Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): Spectral Response Acceleration for Short Period (S 0.19 0.09 1.00 1.60 2.40 2.50 0.20 0.14 1.30 1.07 1): d1): ds): (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) s): e): a: v: Section (ft) Height Weight (lb)a b c S Horizontal Force (lb)(lb) Force Vertical LoadCase (1.2 + 0.2Sds) * DL + E Seismic Above Base az 18 7490.4181.0441.7161.838604 131284.00 17 2930.3710.9121.3671.761236 46278.00 16 1,3760.3010.7210.8961.6371,109 174268.00 15 1,7810.2010.4570.3311.4241,436 150250.00 14 1,9750.1270.2590.0101.2051,592 105230.00 13 1,1630.0940.165-0.0881.063937 46216.00 12 1,3850.0800.116-0.1170.9671,116 46206.00 11 1,9750.0670.061-0.1160.8231,592 55190.00 10 1,9750.0620.022-0.0740.6591,592 51170.00 9 2,3980.0600.008-0.0210.5131,933 60150.00 8 2,0310.0570.0070.0230.3851,637 49130.00 7 2,0310.0510.0140.0500.2761,637 44110.00 6 2,1680.0430.0250.0650.1851,747 3990.00 5 2,3980.0350.0360.0700.1121,933 3670.00 4 2,0310.0290.0420.0710.0571,637 2450.00 3 2,0310.0220.0380.0640.0211,637 1930.00 2 1,2190.0140.0240.0430.004982 714.00 1 1,5000.0050.0080.0150.0001,209 34.00 RFS ATM192012-0 820.4521.1401.9801.89066 16288.00 Raycap DC6-48-60-18-8F(32.8 lbs)410.4521.1401.9801.89033 8288.00 Ericsson RRUS-11 800 MHz 2010.4521.1401.9801.890162 38288.00 Ericsson RRUS 32 B2 1970.4521.1401.9801.890159 37288.00 Kathrein Scala 741 989 820.4521.1401.9801.89066 16288.00 Kathrein Scala 742 213 550.4521.1401.9801.89044 10288.00 KMW EPBQ-652L8H8 2320.4521.1401.9801.890187 44288.00 Round Sector Frame 1,1170.4521.1401.9801.890900 211288.00 Torque Arms 6200.3560.8711.2631.736500 93276.00 Alcatel-Lucent 800 MHz 2X50W 4760.3140.7560.9801.661384 63270.00 Alcatel-Lucent 1900 MHz 4X45 2230.3140.7560.9801.661180 29270.00 Alcatel-Lucent TD-RRH8x20-25 2610.3140.7560.9801.661210 34270.00 RFS APXVSPP18-C-A20 2120.3140.7560.9801.661171 28270.00 Commscope DT465B-2XR 2160.3140.7560.9801.661174 28270.00 Flat Light Sector Frame 1,4890.3140.7560.9801.6611,200 196270.00 LGP Allgon LGP186nn 370.2470.5770.5741.52930 4259.00 Powerwave 7762.00 1450.2470.5770.5741.529117 15259.00 Round Sector Frame 1,1170.2470.5770.5741.529900 116259.00 Ericsson 8843 Rev 2 5580.1790.3990.2261.368450 42245.00 Ericsson Radio 4449 - B13&B5 5210.1790.3990.2261.368420 39245.00 Raycap RCMDC-6627-PF-48 1190.1790.3990.2261.36896 9245.00 Page 8 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Equivalent Modal Analysis Method Antel BXA-70080/8CF (94.1")930.1790.3990.2261.36875 7245.00 Commscope NHH-65C-R2B 3840.1790.3990.2261.368310 29245.00 Round Sector Frame 1,1170.1790.3990.2261.368900 84245.00 Torque Arms 6200.1000.182-0.0741.093500 26219.00 32,800 53.636 30.294 22.797 9.810 2,307 40,697 Page 9 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -2.52 -88.69 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 46 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 18.13 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 77.69 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 -1.19 0.00 -83.13 1.2D + 1.0Di + 1.2D + 1.6W 90 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 69 Member X Member Z256.967.95114.7636.0130.550 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 2.12 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 67 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 3.13 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 81.41 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 77.69 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 10 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -0.58 0.00 -80.76 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 Z126.967.95114.7636.0130.550 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 0.68 0.00 0.00 1.2D + 1.6W 60 36 0 0 0 0 58 9.20 0 0 1 0.00 0.00 0 0 1 7.95 0.00 0.00 0.00 0.00 4.13 21 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 3.13 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 79.51 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 81.41 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 -1.57 0.00 -79.00 1.2D + 1.0Di + 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 66 Member X Member Z326.967.95114.7636.0130.450 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 1.65 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 52 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 3.13 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 76.07 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 79.51 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 11 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -3.47 0.00 -80.04 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 67 Member X Member Z3413.0512.431110.1036.0114.450 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 3.08 9.32 0.00 1.2D + 1.6W 1.2D + 1.6W 330 36 36 0 0 58 58 15.67 0 4 1 0.00 65.41 0 2 1 12.43 49.70 0.00 0.00 55.68 7.83 53 22 0 Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 41.05 5.81 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 84.25 1.2D + 1.6W 0.00 0 0.00 0.00 0 76.07 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 -3.19 0.00 -80.08 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 67 Member X Member Z4610.447.95116.8836.0131.850 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 2.79 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 59 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 4.69 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 65.91 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 84.25 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 12 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -1.34 0.00 -65.37 1.2D + 1.0Di + 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 54 Member X Member Z286.967.95114.7636.0130.450 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 1.42 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 45 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 3.13 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 64.15 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 65.91 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 -1.30 0.00 -63.50 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 53 Member X Member Z276.967.95114.7636.0130.450 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 1.37 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 43 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 3.13 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 61.22 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 64.15 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 0 Num Page 13 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -3.35 0.00 -80.65 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 67 Member X Member Z3313.0512.431110.1036.0114.450 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 2.91 8.88 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 49.70 0.00 0.00 55.68 7.83 50 21 0 Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 41.05 5.81 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 84.81 1.2D + 1.6W 0.00 0 0.00 0.00 0 61.22 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 -2.98 0.00 -80.87 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 97 Member X Member Z4310.447.95116.8836.0131.850 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 2.61 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 55 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 4.69 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 62.03 1.2D + 1.6W 0.00 0 0.00 0.00 0 84.81 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 14 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -1.04 0.00 -60.78 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 73 Member X Member Z1510.447.95116.8936.0131.850 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 1.27 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 27 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 4.69 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 55.69 1.2D + 1.6W 0.00 0 0.00 0.00 0 62.03 1.2D + 1.6W 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 -1.73 0.00 -57.72 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 69 Member X Member Z1034.8024.851217.2236.0104.050 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 1.22 0.00 0.00 1.2D + 1.6W 60 36 0 0 0 0 58 24.55 0 0 2 0.00 0.00 0 0 1 24.85 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 16.45 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 60.15 1.2D + 1.6W 0.00 0 0.00 0.00 0 55.69 1.2D + 1.6W 0.00 0 0.00 0.00 0 0 Num Page 15 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -3.17 -9.12 -72.41 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 87 Member X Member X Member Z1834.8024.851217.2236.0104.050 50 109.6 36.0 32.35 4 2 49.70 69.60 28 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 2-1/2" DIA PIPE DAE - 2X2X0.25 SAE - 2X2X0.25 3.10 13.00 6.36 1.2D + 1.6W 180 1.2D + 1.6W 300 1.2D + 1.6W 36 36 50 65 58 58 24.55 0 4 2 101.25 49.10 0 2 1 24.85 49.70 0.00 0.00 55.68 27.84 18 39 6 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) 32.90 16.45 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 75.50 1.2D + 1.6W 0.00 0 8.73 1.2D + 1.6W 180 0.00 0 60.15 1.2D + 1.6W 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 -5.13 0.00 -58.08 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 69 Member X Member Z7410.447.95116.8936.0131.850 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 4.79 0.00 9.44 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 6.20 102 0 9 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 4.69 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 27.97 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 75.50 1.2D + 1.6W 0.00 0 8.73 1.2D + 1.6W 180 120.40 7 0 4 3/4 A325 Num Page 16 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -3.12 0.00 -37.67 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 45 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 3.34 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 71 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 4.69 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 37.28 1.2D + 1.6W 300 0.00 0 0.00 0.00 0 27.97 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 -6.01 0.00 -35.00 1.2D + 1.6W 60 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 42 Member X Member Z5913.0512.431110.1036.0114.450 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 2.25 23.49 0.00 1.2D + 1.6W 1.2D + 1.6W 180 36 36 0 0 58 58 15.67 0 4 1 0.00 65.41 0 2 1 12.43 49.70 0.00 0.00 55.68 7.83 38 57 0 Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 41.05 5.81 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 20.59 1.2D + 1.6W 240 0.00 0 0.00 0.00 0 37.28 1.2D + 1.6W 300 0.00 0 0.00 0.00 0 0 Num Page 17 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_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 -12.64 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 15 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 3.33 0.00 5.26 1.2D + 1.6W 180 1.2D + 1.6W 120 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 57 0 5 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 5.81 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 8.77 1.2D + 1.6W 0.00 0 6.61 1.2D + 1.6W 180 0.00 0 20.59 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 -2.67 0.00 -7.32 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 8 Member X Member Z1534.8024.851217.2336.0104.050 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 2.15 1.12 4.84 1.2D + 1.6W 180 1.2D + 1.6W 1.2D + 1.6W 90 36 36 50 65 58 58 24.55 0 2 2 101.25 24.55 0 1 1 24.85 24.85 0.00 0.00 27.84 27.84 13 6 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) 16.45 16.45 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 2.26 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 8.77 1.2D + 1.6W 0.00 0 6.61 1.2D + 1.6W 180 120.40 5 0 4 3/4 A325 Num Maximum Reactions Summary Base Vertical (kip) Horizontal (kip) 245.21 2.82 -82.97 75.90 Anch1 Page 18 2/23/2018 11:00:56 AM © 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number:21271 Site Name: Code:ANSI/TIA-222-G HARMONY NC, NC Customer:Verizon Wireless Engineering Number:OAA724565_C3_01 Force/Stress Summary Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 10.00180.00 0 73.14 75.54 -4.00180.00 240 79.14 75.90 -15.00180.00 120 82.97 75.46 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 19.46 5680.00 3/4 EHS 1.2D + 1.6W 330 deg A1b 43a 34.98 23.79 68160.00 3/4 EHS 1.2D + 1.6W 330 deg A1b T3a 25.44 19.45 76216.00 5/8 EHS 1.2D + 1.6W 330 deg A1b T4 25.44 17.28 68276.00 5/8 EHS Page 19