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Home My WebLink AboutAPPROVED, Structural Analysis(1)Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com This report was prepared for American Tower Corporation by Structural Analysis Report Structure :400 ft Guyed Tower ATC Site Name :Fort Drum, FL ATC Asset Number :2680 Engineering Number :13696210_C3_03 Proposed Carrier :SPRINT NEXTEL Carrier Site Name :A2P0251S Carrier Site Number :A2P0251S Site Location :25500 Minute Maid Ramp Road Fort Pierce, FL 34945 27.539300,-80.602900 County :St. Lucie Date :July 22, 2021 Max Usage :86% Result :Pass Prepared By: Zachary Polaha CLS Reviewed By: 07/23/2021 Eng. Number 13696210_C3_03 July 22, 2021 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.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 13696210_C3_03 July 22, 2021 Page 1 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 400 ft guyed tower to reflect the change in loading by SPRINT NEXTEL. Supporting Documents Tower Drawings FWT Job #14468, Rev 2, dated July 18, 1997 Foundation Drawing FWT Job #14468, Rev 2, dated July 18, 1997 Geotechnical Report FTE Project #97-2765, dated April 15, 1997 Modifications ATC Job #73115491, dated January 6, 2003 ATC Job #472400P1, dated April 29, 2011 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:151 mph (3-Second Gust) Basic Wind Speed w/ Ice:No Ice Considered Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 0.05, S1 = 0.03 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 13696210_C3_03 July 22, 2021 Page 2 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Existing and Reserved Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 408.0 3 Decibel DB810KT1E-XC Stand-Off 400.0 1 Decibel DB810KE-SY Stand-Off (3) 1 5/8" Coax (1) 7/8" Coax L3HARRIS TECHNOLOGIES, INC. 385.0 1 Generic 10' Dipole Side Arm (1) 1 5/8" Coax 379.0 1 dbSpectra DS4C06F36D-N Stand-Off (1) 1 1/4" Coax (1) 7/8" Coax 350.0 1 Generic 18' Dipole Side Arm (1) 7/8" Coax HIGHLAND WIRELESS SERVICES LLC 283.0 1 Generic 10' Std. Dish Leg (1) 1 5/8" Coax 250.0 1 Generic 8' Std. Dish Leg (1) EW63 (1) 1" conduit 235.0 1 Generic 6' Std. Dish Leg (1) 1" conduit (1) EW63 L3HARRIS TECHNOLOGIES, INC. 1 Ericsson ANT2 0.6 HP 11211.0 1 Ericsson Mini-Link TN R4 Sector Frame -SPRINT NEXTEL 197.0 1 Generic 6' Std. Dish Leg 195.0 --- (1) 1" conduit (1) EW63 138.0 1 RFS PAD8-65AC Leg 135.0 --- (1) 1" conduit (1) EW63 102.0 1 RFS PAD8-65AC Leg (1) 1" conduit (2) EW63 L3HARRIS TECHNOLOGIES, INC. Equipment to be Removed Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 6 Ericsson RRUS-11 800 MHz215.7 3 Ericsson RRUS82 w/ Solarshield 1 Nokia Radar Co-Location Filter 3 Ericsson RRUS 31 B25 3 RFS APXVSPP18-C-A20 3 Commscope DT465B-2XR 6 RFS ACU-A20-N 211.0 2 Ericsson 800MHz SMR Filter -(3) 1 1/4" Hybriflex Cable SPRINT NEXTEL Proposed Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 3 Ericsson Radio 4460 B25+B66 3 Ericsson Radio 4480 B71+B85A 3 Ericsson Air6449 B41211.0 3 Commscope FFVV-65C-R3-V1 Sector Frame (3) 1.99" (50.7mm) Hybrid SPRINT NEXTEL 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines in the place of the existing SPRINT NEXTEL lines. Eng. Number 13696210_C3_03 July 22, 2021 Page 3 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Structure Usages Structural Component Controlling Usage Pass/Fail Legs 86%Pass Diagonals 76%Pass Horizontals 53%Pass Guys 79%Pass Leg Bolts 10%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)297.0 401.0 279.8 70% A1 Uplift (kips)208.6 -127.3 61% A1 Shear (kips)276.7 -176.8 64% * The design reactions are factored by 1.35 per ANSI/TIA-222-H, Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings and the guy anchor reactions are acceptable when compared to those shown on the modified anchor 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) (°) 283.0 Generic 10' Std. Dish 0.162 0.052 0.026 248.0 Generic 8' Std. Dish 0.140 0.039 235.0 Generic 6' Std. Dish L3HARRIS TECHNOLOGIE 0.129 0.060 0.043 Commscope FFVV-65C-R3-V1 Ericsson Air6449 B41 Ericsson ANT2 0.6 HP 11 Ericsson Radio 4460 B25+B66 211.0 Ericsson Radio 4480 B71+B85A SPRINT NEXTEL 0.112 0.035 197.0 Generic 6' Std. Dish 0.101 0.059 0.039 138.0 RFS PAD8-65AC 0.077 0.086 0.048 102.0 RFS PAD8-65AC L3HARRIS TECHNOLOGIE 0.065 0.079 0.016 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Standard Conditions All engineering services performed by ATC Tower Services LLC 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 ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC 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 ATC Tower Services LLC, 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. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Job Information Tower : Code : Client : Location :Fort Drum, FL SPRINT NEXTEL ANSI/TIA-222-H 2680 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :4.00 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :400.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:151 mph no ice 0 mph w/ 0'0" radial ice Site Class: D Ss: 0.05 S1: 0.03 60 mph Serviceability 1 SAE 36 ksi 2X2X0.3125PL 36 ksi PL 4 x 0.75"SOL 50 ksi 2 1/2" SOLID 2 - 5 SAE 36 ksi 2X2X0.1875SOL 36 ksi 5/8" SOLIDSOL 50 ksi 2 1/2" SOLID6 - 7 SAE 36 ksi 2X2X0.25SOL 36 ksi 7/8" SOLIDSOL 50 ksi 2 1/2" SOLID 8 SAE 36 ksi 2X2X0.3125PLA 36 ksi 2X1/2"SOL 50 ksi 2 1/2" SOLID 9 - 14 SAE 36 ksi 2X2X0.25SOL 36 ksi 7/8" SOLIDSOL 50 ksi 2 1/2" SOLID 15 - 16 SAE 36 ksi 2X2X0.1875SOL 36 ksi 3/4" SOLIDSOL 50 ksi 2 1/4" SOLID 17 - 19 SAE 36 ksi 2X2X0.1875SOL 36 ksi 5/8" SOLIDSOL 50 ksi 2 1/4" SOLID 20 - 22 SAE 36 ksi 2X2X0.1875SOL 36 ksi 5/8" SOLIDSOL 50 ksi 2" SOLID Discrete Appurtenance Elev (ft)Type DescriptionQty 408.00 Decibel DB810KT1E-XC3Whip 400.00 Round Side Arm3Straight Arm 399.70 Decibel DB810KE-SY1Whip 397.00 Round Side Arm1Straight Arm 384.70 Generic 10' Dipole1Whip 380.00 Round Side Arm2Straight Arm 379.00 dbSpectra DS4C06F36D-N1Whip 349.80 Generic 18' Dipole1Whip 283.00 Generic 10' Std. Dish1Dish 268.00 Torque Arms1Other 248.00 Generic 8' Std. Dish1Dish 235.00 Generic 6' Std. Dish1Dish 211.00 Generic Round Sector Frame3Mounting Frame 211.00 Commscope FFVV-65C-R3-V13Panel 211.00 Ericsson Air6449 B413Panel 211.00 Ericsson ANT2 0.6 HP 111Dish 211.00 Ericsson Radio 4480 B71+B85A3 211.00 Ericsson Radio 4460 B25+B663 211.00 Ericsson Mini-Link TN R41 197.00 Generic 6' Std. Dish1Dish 138.00 RFS PAD8-65AC1Dish 120.00 Torque Arms1Other 102.00 RFS PAD8-65AC1Dish 60.00 Torque Arms1Other Linear Appurtenance Elev (ft) From DescriptionToQty 0.00 403.30 1 5/8" Coax3 0.00 400.00 Climbing Ladder1 0.00 400.00 7/8" Coax1 0.00 385.00 1 5/8" Coax1 0.00 379.00 7/8" Coax10.00 379.00 1 1/4" Coax1 0.00 350.00 7/8" Coax1 0.00 283.00 1 5/8" Coax1 0.00 250.00 EW631 0.00 248.00 1" conduit1 0.00 235.00 EW631 0.00 235.00 1" conduit1 0.00 211.00 1.99" (50.7mm) Hybri3 0.00 197.00 1" conduit1 0.00 195.00 EW631 Job Information Tower : Code : Client : Location :Fort Drum, FL SPRINT NEXTEL ANSI/TIA-222-H 2680 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :4.00 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :400.00 ft 0.00 138.00 1" conduit1 0.00 135.00 EW631 0.00 102.00 EW632 0.00 102.00 1" conduit1 Job Information Tower : Code : Client : Location :Fort Drum, FL SPRINT NEXTEL ANSI/TIA-222-H 2680 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :4.00 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :400.00 ft Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00280.00 0 127.35 176.76 0.00280.00 240 127.35 176.76 0.00280.00 120 127.35 176.76 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 279.80 2.20 7/22/2021 11:28:20 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Analysis Parameters Height (ft): Bottom Face Width (ft):4.00 Top Face Width (ft):4.00 Shape:Triangle Tower Type:Guyed 400 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-H Tower Manufacturer:FWT Inc St. Lucie County, FL Kd:0.85 Ke:1.00 Ice & Wind Parameters Design Ice Thickness:0.00 inTopographic Category:1 0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 151 mph 0 mph 60 mph Risk Category: Exposure Category:C II Method 1Topographic Factor Procedure: HMSL:25.00 ft Seismic Parameters (sec):8 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.055 :d1S 0.046 :1S p:1.3 0.71Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.030 :0.030TL a :S : ds : V :CS CS CS0.052 0.029 Load Cases 1.2D + 1.0W Normal 151 mph Normal with No Ice 1.2D + 1.0W 60 deg 151 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 151 mph 90 degree with No Ice 1.2D + 1.0W 120 deg 151 mph 120 degree with No Ice 1.2D + 1.0W 180 deg 151 mph 180 degree with No Ice 1.2D + 1.0W 210 deg 151 mph 210 degree with No Ice 1.2D + 1.0W 240 deg 151 mph 240 degree with No Ice 1.2D + 1.0W 300 deg 151 mph 300 degree with No Ice 1.2D + 1.0W 330 deg 151 mph 330 degree with No Ice 1.2D + 1.0Di + 1.0Wi Normal 0 mph Normal with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 0 mph 60 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 0 mph 90 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 120 deg 0 mph 120 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 180 deg 0 mph 180 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 210 deg 0 mph 210 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 240 deg 0 mph 240 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 300 deg 0 mph 300 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 330 deg 0 mph 330 deg with 0.00 in Radial Ice Page 1 7/22/2021 11:28:20 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Analysis Parameters 1.2D + 1.0Ev + 1.0Eh Normal Seismic Normal 1.2D + 1.0Ev + 1.0Eh 60 deg Seismic 60 deg 1.2D + 1.0Ev + 1.0Eh 90 deg Seismic 90 deg 1.2D + 1.0Ev + 1.0Eh 120 deg Seismic 120 deg 1.2D + 1.0Ev + 1.0Eh 180 deg Seismic 180 deg 1.2D + 1.0Ev + 1.0Eh 210 deg Seismic 210 deg 1.2D + 1.0Ev + 1.0Eh 240 deg Seismic 240 deg 1.2D + 1.0Ev + 1.0Eh 300 deg Seismic 300 deg 1.2D + 1.0Ev + 1.0Eh 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 7/22/2021 11:28:20 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 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 + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) Fa Pa 408.0 Decibel DB810KT1E-3 48 5.1 1.00 1.00 0.017.1 3.0 3.0 0.0 84.35 1102 173 400.0 Round Side Arm 3 150 5.2 1.00 0.67 0.00.0 0.0 0.0 0.0 84.00 746 540 399.7 Decibel DB810KE-SY 1 35 5.0 1.00 1.00 0.016.8 3.0 3.0 0.0 83.99 360 42 397.0 Round Side Arm 1 150 5.2 1.00 1.00 0.00.0 0.0 0.0 0.0 83.87 371 180 384.7 Generic 10' Dipole 1 30 3.8 1.00 1.00 0.010.0 3.0 3.0 0.0 83.31 266 36 380.0 Round Side Arm 2 150 5.2 1.00 0.90 0.00.0 0.0 0.0 0.0 83.10 661 360 379.0 dbSpectra 1 70 5.5 1.00 1.00 0.018.3 3.0 3.0 0.0 83.05 388 84 349.8 Generic 18' Dipole 1 55 6.8 1.00 1.00 0.018.0 3.0 3.0 0.0 81.66 470 66 283.0 Generic 10' Std. Dish 1 512 130.7 1.00 1.00 0.010.0 120.0 0.0 0.0 78.10 8676 614 268.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 77.21 984 600 248.0 Generic 8' Std. Dish 1 340 83.6 1.00 1.00 0.08.0 96.0 0.0 0.0 75.96 5400 408 235.0 Generic 6' Std. Dish 1 278 47.0 1.00 1.00 0.06.0 72.0 0.0 0.0 75.10 3003 334 211.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 73.42 1992 449 211.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 73.42 536 374 211.0 Ericsson ANT2 0.6 1 28 4.7 0.80 1.00 0.02.2 26.1 9.5 0.0 73.42 234 33 211.0 Ericsson Mini-Link 1 9 1.1 0.80 0.50 0.01.0 10.3 3.8 0.0 73.42 27 11 211.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 73.42 257 392 211.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 73.42 286 302 211.0 Generic Round 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 73.42 1516 1080 197.0 Generic 6' Std. Dish 1 278 47.0 1.00 1.00 0.06.0 72.0 0.0 0.0 72.36 2894 334 138.0 RFS PAD8-65AC 1 285 83.6 1.00 1.00 0.08.0 96.0 19.2 0.0 67.14 4773 342 120.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 65.19 831 600 102.0 RFS PAD8-65AC 1 285 83.6 1.00 1.00 0.08.0 96.0 19.2 0.0 63.00 4479 342 60.00 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 56.34 718 600 Totals 39 6913 734.0 829640973 (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 408.0 Decibel DB810KT1E-3 1.00485.1 1.00 0.017.1 3.0 3.0 0.0 0.00 0 173 400.0 Round Side Arm 3 1.001505.2 0.67 0.00.0 0.0 0.0 0.0 0.00 0 540 399.7 Decibel DB810KE-SY 1 1.00355.0 1.00 0.016.8 3.0 3.0 0.0 0.00 0 42 397.0 Round Side Arm 1 1.001505.2 1.00 0.00.0 0.0 0.0 0.0 0.00 0 180 384.7 Generic 10' Dipole 1 1.00303.8 1.00 0.010.0 3.0 3.0 0.0 0.00 0 36 380.0 Round Side Arm 2 1.001505.2 0.90 0.00.0 0.0 0.0 0.0 0.00 0 360 379.0 dbSpectra 1 1.00705.5 1.00 0.018.3 3.0 3.0 0.0 0.00 0 84 349.8 Generic 18' Dipole 1 1.00556.8 1.00 0.018.0 3.0 3.0 0.0 0.00 0 66 283.0 Generic 10' Std. Dish 1 1.00512130.7 1.00 0.010.0 120.0 0.0 0.0 0.00 0 614 268.0 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 0.00 0 600 248.0 Generic 8' Std. Dish 1 1.0034083.6 1.00 0.08.0 96.0 0.0 0.0 0.00 0 408 235.0 Generic 6' Std. Dish 1 1.0027847.0 1.00 0.06.0 72.0 0.0 0.0 0.00 0 334 211.0 Commscope FFVV-3 0.8012521.1 0.63 0.08.0 25.2 9.3 0.0 0.00 0 449 211.0 Ericsson Air6449 3 0.801045.7 0.63 0.02.8 20.6 8.6 0.0 0.00 0 374 211.0 Ericsson ANT2 0.6 1 0.80284.7 1.00 0.02.2 26.1 9.5 0.0 0.00 0 33 211.0 Ericsson Mini-Link 1 0.8091.1 0.50 0.01.0 10.3 3.8 0.0 0.00 0 11 211.0 Ericsson Radio 4460 3 0.801092.6 0.67 0.01.6 15.7 12.1 0.0 0.00 0 392 211.0 Ericsson Radio 4480 3 0.80842.9 0.67 0.01.8 15.7 7.5 0.0 0.00 0 302 211.0 Generic Round 3 0.7530014.4 0.75 0.00.0 0.0 0.0 0.0 0.00 0 1080 197.0 Generic 6' Std. Dish 1 1.0027847.0 1.00 0.06.0 72.0 0.0 0.0 0.00 0 334 138.0 RFS PAD8-65AC 1 1.0028583.6 1.00 0.08.0 96.0 19.2 0.0 0.00 0 342 120.0 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 0.00 0 600 Page 3 7/22/2021 11:28:21 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Tower Loading 102.0 RFS PAD8-65AC 1 1.0028583.6 1.00 0.08.0 96.0 19.2 0.0 0.00 0 342 60.00 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 0.00 0 600 Totals 39 6913 734.0 82960 (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 408.0 Decibel DB810KT1E-3 48 5.1 1.00 1.00 0.017.1 3.0 3.0 0.0 13.32 174 144 400.0 Round Side Arm 3 150 5.2 1.00 0.67 0.00.0 0.0 0.0 0.0 13.26 118 450 399.7 Decibel DB810KE-SY 1 35 5.0 1.00 1.00 0.016.8 3.0 3.0 0.0 13.26 57 35 397.0 Round Side Arm 1 150 5.2 1.00 1.00 0.00.0 0.0 0.0 0.0 13.24 59 150 384.7 Generic 10' Dipole 1 30 3.8 1.00 1.00 0.010.0 3.0 3.0 0.0 13.15 42 30 380.0 Round Side Arm 2 150 5.2 1.00 0.90 0.00.0 0.0 0.0 0.0 13.12 104 300 379.0 dbSpectra 1 70 5.5 1.00 1.00 0.018.3 3.0 3.0 0.0 13.11 61 70 349.8 Generic 18' Dipole 1 55 6.8 1.00 1.00 0.018.0 3.0 3.0 0.0 12.89 74 55 283.0 Generic 10' Std. Dish 1 512 130.7 1.00 1.00 0.010.0 120.0 0.0 0.0 12.33 1370 512 268.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.19 155 500 248.0 Generic 8' Std. Dish 1 340 83.6 1.00 1.00 0.08.0 96.0 0.0 0.0 11.99 853 340 235.0 Generic 6' Std. Dish 1 278 47.0 1.00 1.00 0.06.0 72.0 0.0 0.0 11.86 474 278 211.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 11.59 315 374 211.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 11.59 85 312 211.0 Ericsson ANT2 0.6 1 28 4.7 0.80 1.00 0.02.2 26.1 9.5 0.0 11.59 37 28 211.0 Ericsson Mini-Link 1 9 1.1 0.80 0.50 0.01.0 10.3 3.8 0.0 11.59 4 9 211.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 11.59 41 327 211.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 11.59 45 252 211.0 Generic Round 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 11.59 239 900 197.0 Generic 6' Std. Dish 1 278 47.0 1.00 1.00 0.06.0 72.0 0.0 0.0 11.43 457 278 138.0 RFS PAD8-65AC 1 285 83.6 1.00 1.00 0.08.0 96.0 19.2 0.0 10.60 754 285 120.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 10.29 131 500 102.0 RFS PAD8-65AC 1 285 83.6 1.00 1.00 0.08.0 96.0 19.2 0.0 9.95 707 285 60.00 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 8.90 113 500 Totals 39 6913 734.0 69136469 Page 4 7/22/2021 11:28:21 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 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 0.00 403.3 1 5/8" Coax 3 1.98 0.82 2 Individual100 0.00 1.00 1.00 0.00N 0.00 400.0 7/8" Coax 1 1.09 0.33 None Individual100 0.00 1.00 1.00 0.00N 0.00 400.0 Climbing Ladder 1 1.50 6.90 1 Individual100 0.00 1.00 1.00 0.00N 0.00 385.0 1 5/8" Coax 1 1.98 0.82 None Individual100 0.00 1.00 1.00 0.00N 0.00 379.0 1 1/4" Coax 1 1.55 0.63 2 Individual100 0.00 1.00 1.00 0.00N 0.00 379.0 7/8" Coax 1 1.09 0.33 2 Individual100 0.00 1.00 1.00 0.00N 0.00 350.0 7/8" Coax 1 1.09 0.33 2 Individual100 0.00 1.00 1.00 0.00N 0.00 283.0 1 5/8" Coax 1 1.98 0.82 2 Individual100 0.00 1.00 1.00 0.00N 0.00 250.0 EW63 1 2.01 0.51 1 Individual100 0.00 1.00 1.00 0.00N 0.00 248.0 1" conduit 1 1.32 1.68 1 Individual100 0.00 1.00 1.00 0.00N 0.00 235.0 1" conduit 1 1.32 1.68 1 Individual100 0.00 1.00 1.00 0.00N 0.00 235.0 EW63 1 2.01 0.51 1 Individual100 0.00 1.00 1.00 0.00N 0.00 211.0 1.99" (50.7mm) 3 1.99 1.90 None Individual100 0.00 1.00 1.00 0.00N 0.00 197.0 1" conduit 1 1.32 1.68 1 Individual100 0.00 1.00 1.00 0.00N 0.00 195.0 EW63 1 2.01 0.51 1 Individual100 0.00 1.00 1.00 0.00N 0.00 138.0 1" conduit 1 1.32 1.68 1 Individual100 0.00 1.00 1.00 0.00N 0.00 135.0 EW63 1 2.01 0.51 1 Individual100 0.00 1.00 1.00 0.00N 0.00 102.0 1" conduit 1 1.32 1.68 1 Individual100 0.00 1.00 1.00 0.00N 0.00 102.0 EW63 2 2.01 0.51 1 Individual100 0.00 1.00 1.00 0.00N Page 5 7/22/2021 11:28:21 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 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): 0.05 0.03 8 1.00 1.60 2.40 3.00 0.06 0.05 0.03 0.03 0.03 1.30 1.11 42.85 1.67 1): d1): k k 0.71 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 1.2D + 1.0Ev + 1.0Eh Seismic Height vx z 22 1,4610.062882,9601,206 104390.00 21 1,4780.059842,6111,220 99370.00 20 1,4830.056795,1711,225 94350.00 19 1,7140.061860,9321,415 101330.00 18 1,6930.056793,9661,398 93310.00 17 1,6960.052738,8321,401 87290.00 16 1,8060.051726,9571,491 86270.00 15 1,8290.048675,9651,510 80250.00 14 2,3150.055780,1701,911 92230.00 13 2,3940.051729,8791,977 86210.00 12 2,5000.048682,3532,065 80190.00 11 2,5190.043607,8662,080 72170.00 10 2,5100.037527,3622,072 62150.00 9 2,5550.032458,4302,110 54130.00 8 2,9080.031433,6852,401 51110.00 7 2,6280.022313,9652,170 3790.00 6 2,6280.017237,8052,170 2870.00 5 2,3590.010147,1851,948 1750.00 4 2,3590.00683,6771,948 1030.00 3 1,3950.00221,2991,152 314.00 2 2970.0002,111246 07.00 1 9930.0002,762820 03.00 Decibel DB810KT1E-XC 1740.008108,382144 13400.00 Round Side Arm 5450.024338,693450 40400.00 Page 6 7/22/2021 11:28:21 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Equivalent Lateral Force Method Decibel DB810KE-SY 420.00226,32135 3399.70 Round Side Arm 1820.008111,962150 13397.00 Generic 10' Dipole 360.00221,62730 3384.70 Round Side Arm 3630.015213,348300 25380.00 dbSpectra DS4C06F36D-N 850.00349,63670 6379.00 Generic 18' Dipole 670.00335,69255 4349.80 Generic 10' Std. Dish 6200.019262,867512 31283.00 Torque Arms 6060.017241,707500 28268.00 Generic 8' Std. Dish 4120.011150,855340 18248.00 Generic 6' Std. Dish 3370.008116,219278 14235.00 Commscope FFVV-65C-R3-V1 4530.010138,723374 16211.00 Ericsson Air6449 B41 3780.008115,788312 14211.00 Ericsson ANT2 0.6 HP 11 330.00110,24328 1211.00 Ericsson Mini-Link TN R4 110.0003,2669 0211.00 Ericsson Radio 4460 B25+B66 3960.009121,355327 14211.00 Ericsson Radio 4480 B71+B85A 3050.00793,521252 11211.00 Generic Round Sector Frame 1,0900.024334,004900 39211.00 Generic 6' Std. Dish 3370.00795,630278 11197.00 RFS PAD8-65AC 3450.00566,145285 8138.00 Torque Arms 6060.00799,430500 12120.00 RFS PAD8-65AC 3450.00347,355285 6102.00 Torque Arms 6060.00346,209500 560.00 42,849 14,194,920 1.000 1,671 51,894 Page 7 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:6.000Height (ft):0.00Bot Elev (ft):1 Base DIAG HORIZ LEG SOL - 2 1/2" SOLID PL - PL 4 x 0.75"-11.95 0.00 -102.95 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.103 0.000 3.08 100 0 50 50 0 100 100 59.1 50.0 171.08 0 0 0.00 0.00 60 Member X Member Y 0.000.000072.4436.0102.350 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 2X2X0.3125 0.00 17.36 0.00 1.2D + 1.0W Normal 0 36 0 0 58 0 0.00 0 0 0 0.00 37.26 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 46 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 96.61 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:2.000Height (ft):6.00Bot Elev (ft):2 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.31 -1.98 -96.57 1.2D + 1.0W Normal 1.2D + 1.0W 180 deg 1.2D + 1.0W Normal 4.357 4.000 1.73 100 100 100 100 100 100 100 33.2 50.0 203.88 0 0 0.00 0.00 47 Member X Member Z Member X 0.000.00000.7636.0301.6100 100 121.1 36.0 13.87 0 0 0.00 0.00 14 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 - 2X2X0.1875 SOL - 5/8" SOLID 2.20 9.60 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 22 41 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 97.92 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 8 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:12.000Height (ft):8.00Bot Elev (ft):3 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.04 -1.62 -105.13 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 5.593 4.000 3.91 100 100 100 100 100 100 100 75.1 50.0 146.36 0 0 0.00 0.00 71 Member X Member Z Member X 0.000.00000.4636.0387.2100 100 121.1 36.0 13.87 0 0 0.00 0.00 11 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 2X2X0.1875 SOL - 5/8" SOLID 2.42 0.01 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 180 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 24 0 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 105.11 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):20.00Bot Elev (ft):4 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.11 -1.42 -105.74 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 71 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 10 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 - 2X2X0.1875 SOL - 5/8" SOLID 2.37 0.11 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 23 0 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 100.74 1.2D + 1.0W 60 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 9 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):40.00Bot Elev (ft):5 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.01 -3.38 -112.13 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 60 deg 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 76 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 24 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 - 2X2X0.1875 SOL - 5/8" SOLID 4.89 2.77 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 49 11 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 112.02 1.2D + 1.0W 240 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):60.00Bot Elev (ft):6 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.03 -3.61 -111.50 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 75 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 19 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 SOL - 7/8" SOLID 5.39 2.53 0.00 1.0D + 1.0W 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 27 8 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 96.06 1.2D + 1.0W 60 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 10 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):80.00Bot Elev (ft):7 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.05 -0.92 -99.15 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 67 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 5 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 SOL - 7/8" SOLID 1.71 2.44 0.00 1.2D + 1.0Ev + 1.0Eh 1.2D + 1.0W 60 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 8 8 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 97.31 1.2D + 1.0W 60 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):100.0Bot Elev (ft):8 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.3125 PLA - 2X1/2"-0.06 -5.89 -127.76 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 86 Member X Member Z Member Y 0.000.00001.6436.0417.6100 100 121.9 36.0 22.06 0 0 0.00 0.00 26 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 - 2X2X0.3125 PLA - 2X1/2"8.49 4.31 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 0 0 58 58 32.40 0 0 0 0.00 37.26 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 26 11 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 127.56 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 11 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):120.0Bot Elev (ft):9 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.09 -5.64 -127.02 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 60 deg 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 86 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 31 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 SOL - 7/8" SOLID 8.23 2.31 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 42 7 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 82.06 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):140.0Bot Elev (ft):10 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.15 -1.61 -88.47 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 60 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 8 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 SOL - 7/8" SOLID 2.72 2.13 0.00 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0W 60 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 13 6 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 88.42 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 12 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):160.0Bot Elev (ft):11 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.01 -3.89 -116.20 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 79 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 21 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 SOL - 7/8" SOLID 5.75 2.08 0.00 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 29 6 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 115.88 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):180.0Bot Elev (ft):12 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.08 -5.84 -115.53 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 78 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 32 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 SOL - 7/8" SOLID 8.56 1.71 0.00 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 43 5 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 72.08 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 13 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):200.0Bot Elev (ft):13 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -0.09 -3.50 -76.05 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 51 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 19 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 SOL - 7/8" SOLID 5.58 1.70 0.00 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 28 5 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 76.04 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):220.0Bot Elev (ft):14 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/2" SOLID SAE - 2X2X0.25 SOL - 7/8" SOLID -1.23 -6.82 -83.50 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 74.7 50.0 146.92 0 0 0.00 0.00 56 Member X Member Z Member X 0.000.00001.7936.0275.5100 100 121.7 36.0 18.08 0 0 0.00 0.00 37 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 SOL - 7/8" SOLID 9.60 1.63 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 30.46 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 49 5 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 56.40 1.2D + 1.0W 120 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 14 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):240.0Bot Elev (ft):15 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/4" SOLID SAE - 2X2X0.1875 SOL - 3/4" SOLID -0.10 -2.93 -64.00 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 83.0 50.0 108.12 0 0 0.00 0.00 59 Member X Member Z Member X 0.000.00000.9736.0321.4100 100 121.1 36.0 13.87 0 0 0.00 0.00 21 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 - 2X2X0.1875 SOL - 3/4" SOLID 4.61 1.16 0.00 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0W 90 deg 36 36 0 0 58 58 14.31 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 32 5 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 56.20 1.2D + 1.0W 210 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):260.0Bot Elev (ft):16 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/4" SOLID SAE - 2X2X0.1875 SOL - 3/4" SOLID -0.03 -7.37 -55.33 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 83.0 50.0 108.12 0 0 0.00 0.00 51 Member X Member Z Member X 0.000.00000.9736.0321.4100 100 121.1 36.0 13.87 0 0 0.00 0.00 53 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 - 2X2X0.1875 SOL - 3/4" SOLID 9.18 6.58 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 0 0 58 58 14.31 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 64 28 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 49.35 1.2D + 1.0W 330 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 15 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):280.0Bot Elev (ft):17 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/4" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.05 -3.73 -58.40 1.2D + 1.0W 180 deg 1.2D + 1.0W Normal 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 83.0 50.0 108.12 0 0 0.00 0.00 54 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 26 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 - 2X2X0.1875 SOL - 5/8" SOLID 7.63 1.80 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 76 7 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 48.18 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):300.0Bot Elev (ft):18 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/4" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.11 -3.92 -47.95 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 83.0 50.0 108.12 0 0 0.00 0.00 44 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 28 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SAE - 2X2X0.1875 SOL - 5/8" SOLID 5.98 0.52 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 60 2 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 40.45 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 16 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):320.0Bot Elev (ft):19 T-ONLY-TYP DIAG HORIZ LEG SOL - 2 1/4" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.09 -4.94 -56.87 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 83.0 50.0 108.12 0 0 0.00 0.00 52 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 35 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 2 1/4" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID 7.20 0.83 20.16 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 9.94 0 0 0 178.92 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 72 3 11 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 32.48 1.2D + 1.0W Normal 0.00 0 5.86 1.2D + 1.0W 300 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):340.0Bot Elev (ft):20 T-ONLY-TYP DIAG HORIZ LEG SOL - 2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.02 -3.01 -32.23 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 93.4 50.0 74.73 0 0 0.00 0.00 43 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 21 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 SOL - 2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID 4.59 0.76 5.94 1.2D + 1.0W 60 deg 1.2D + 1.0W 120 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 9.94 0 0 0 141.37 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 46 3 4 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 17.50 1.2D + 1.0W 240 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 5.86 1.2D + 1.0W 300 deg 61.02 10 0 3 5/8 A325 Num Page 17 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Force/Stress Summary Section:20.000Height (ft):360.0Bot Elev (ft):21 T-ONLY-TYP DIAG HORIZ LEG SOL - 2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID 0.00 -0.70 -18.87 1.2D + 1.0W 90 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 93.4 50.0 74.73 0 0 0.00 0.00 25 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 5 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 - 2X2X0.1875 SOL - 5/8" SOLID 1.30 0.30 0.00 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0W 60 deg 36 36 0 0 58 58 9.94 0 0 0 0.00 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 13 1 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 18.35 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):380.0Bot Elev (ft):22 T-ONLY-TYP DIAG HORIZ LEG SOL - 2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID -0.04 -2.64 -18.06 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 5.580 4.000 3.89 100 100 100 100 100 100 100 93.4 50.0 74.73 0 0 0.00 0.00 24 Member X Member Z Member X 0.000.00000.4636.0386.3100 100 121.1 36.0 13.87 0 0 0.00 0.00 19 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 SOL - 2" SOLID SAE - 2X2X0.1875 SOL - 5/8" SOLID 3.87 0.60 7.36 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 9.94 0 0 0 141.37 23.17 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 38 2 5 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member 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 0.31 1.2D + 1.0Di + 1.0Wi 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 18 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down Radius (ft) Elevation (ft) Azimuth (deg) 1.2D + 1.0W Normal 1 0.00 279.80 -2.070.00 00.00 A1 0.00 -10.47 12.300280.00 00.00 A1a -115.95 -101.56 -74.76240280.00 00.00 A1b 115.95 -101.56 -74.76120280.00 00.00 1.2D + 1.0W 60 deg 1 -1.93 266.12 -1.050.00 00.00 A1 -6.33 -38.24 53.180280.00 00.00 A1a -153.08 -127.35 -88.38240280.00 00.00 A1b 42.94 -38.24 -32.10120280.00 00.00 1.2D + 1.0W 90 deg 1 -1.99 273.79 -0.260.00 00.00 A1 -8.16 -69.84 95.010280.00 00.00 A1a -146.02 -121.51 -80.53240280.00 00.00 A1b 19.02 -18.19 -14.26120280.00 00.00 1.2D + 1.0W 120 deg 1 -1.68 279.76 0.980.00 00.00 A1 -6.77 -101.54 137.760280.00 00.00 A1a -122.70 -101.54 -63.03240280.00 00.00 A1b 10.66 -10.47 -6.15120280.00 00.00 1.2D + 1.0W 180 deg 1 -0.06 266.12 2.200.00 00.00 A1 0.00 -127.35 176.760280.00 00.00 A1a -49.21 -38.24 -21.11240280.00 00.00 A1b 49.27 -38.24 -21.14120280.00 00.00 1.2D + 1.0W 210 deg 1 0.77 273.78 1.860.00 00.00 A1 3.27 -121.51 166.720280.00 00.00 A1a -21.86 -18.19 -9.34240280.00 00.00 A1b 86.36 -69.83 -40.44120280.00 00.00 1.2D + 1.0W 240 deg 1 1.69 279.78 0.970.00 00.00 A1 6.77 -101.55 137.780280.00 00.00 A1a -10.66 -10.47 -6.15240280.00 00.00 A1b 122.70 -101.55 -63.03120280.00 00.00 1.2D + 1.0W 300 deg 1 1.93 266.12 -1.050.00 00.00 A1 6.33 -38.24 53.180280.00 00.00 A1a -42.94 -38.24 -32.10240280.00 00.00 A1b 153.08 -127.35 -88.38120280.00 00.00 1.2D + 1.0W 330 deg 1 1.22 273.78 -1.590.00 00.00 A1 2.84 -18.19 23.610280.00 00.00 A1a -78.20 -69.83 -54.57240280.00 00.00 A1b 142.75 -121.51 -86.19120280.00 00.00 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 60 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 90 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 Page 19 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 1.2D + 1.0Di + 1.0Wi 120 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.00 158.45 0.000.00 00.00 A1 0.00 -31.48 52.980280.00 00.00 A1a -45.88 -31.48 -26.49240280.00 00.00 A1b 45.88 -31.48 -26.49120280.00 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 147.40 0.070.00 00.00 A1 0.00 -26.62 44.600280.00 00.00 A1a -40.05 -28.04 -23.13240280.00 00.00 A1b 40.05 -28.04 -23.13120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 0.05 147.37 0.030.00 00.00 A1 0.00 -27.08 45.140280.00 00.00 A1a -40.51 -28.51 -23.39240280.00 00.00 A1b 39.09 -27.08 -22.57120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 0.05 147.37 -0.010.00 00.00 A1 0.00 -27.56 45.690280.00 00.00 A1a -40.38 -28.39 -23.31240280.00 00.00 A1b 38.75 -26.74 -22.37120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 120 deg M1 1 0.06 147.40 -0.030.00 00.00 A1 0.00 -28.04 46.250280.00 00.00 A1a -40.05 -28.04 -23.12240280.00 00.00 A1b 38.62 -26.62 -22.30120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 180 deg M1 1 0.00 147.37 -0.050.00 00.00 A1 0.00 -28.51 46.780280.00 00.00 A1a -39.09 -27.08 -22.57240280.00 00.00 A1b 39.09 -27.08 -22.57120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 210 deg M1 1 -0.03 147.37 -0.040.00 00.00 A1 0.00 -28.39 46.630280.00 00.00 A1a -38.75 -26.74 -22.37240280.00 00.00 A1b 39.57 -27.56 -22.84120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 240 deg M1 1 -0.06 147.40 -0.030.00 00.00 A1 0.00 -28.04 46.250280.00 00.00 A1a -38.62 -26.62 -22.30240280.00 00.00 A1b 40.05 -28.04 -23.12120280.00 00.00 Page 20 7/22/2021 11:28:22 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 1.2D + 1.0Ev + 1.0Eh 300 deg M1 1 -0.05 147.37 0.030.00 00.00 A1 0.00 -27.08 45.140280.00 00.00 A1a -39.09 -27.08 -22.57240280.00 00.00 A1b 40.51 -28.51 -23.39120280.00 00.00 1.2D + 1.0Ev + 1.0Eh 330 deg M1 1 -0.02 147.37 0.050.00 00.00 A1 0.00 -26.74 44.740280.00 00.00 A1a -39.57 -27.56 -22.85240280.00 00.00 A1b 40.38 -28.39 -23.31120280.00 00.00 1.0D + 1.0W Service Normal 1 0.00 142.75 -0.510.00 00.00 A1 0.00 -19.49 34.440280.00 00.00 A1a -46.32 -33.65 -27.87240280.00 00.00 A1b 46.32 -33.65 -27.87120280.00 00.00 1.0D + 1.0W Service 60 deg 1 -0.40 142.99 -0.230.00 00.00 A1 -0.98 -24.58 40.930280.00 00.00 A1a -52.15 -38.47 -30.11240280.00 00.00 A1b 34.96 -24.58 -21.31120280.00 00.00 1.0D + 1.0W Service 90 deg 1 -0.50 142.77 0.000.00 00.00 A1 -1.23 -29.04 47.390280.00 00.00 A1a -50.96 -37.13 -28.91240280.00 00.00 A1b 31.10 -20.94 -18.47120280.00 00.00 1.0D + 1.0W Service 120 deg 1 -0.44 142.75 0.250.00 00.00 A1 -0.98 -33.65 54.050280.00 00.00 A1a -47.30 -33.65 -26.18240280.00 00.00 A1b 29.83 -19.49 -17.22120280.00 00.00 1.0D + 1.0W Service 180 deg 1 0.00 142.99 0.460.00 00.00 A1 0.00 -38.47 60.220280.00 00.00 A1a -35.94 -24.58 -19.62240280.00 00.00 A1b 35.94 -24.58 -19.62120280.00 00.00 1.0D + 1.0W Service 210 deg 1 0.25 142.77 0.430.00 00.00 A1 0.45 -37.13 58.580280.00 00.00 A1a -31.55 -20.94 -17.70240280.00 00.00 A1b 41.66 -29.04 -22.63120280.00 00.00 1.0D + 1.0W Service 240 deg 1 0.44 142.75 0.250.00 00.00 A1 0.98 -33.65 54.050280.00 00.00 A1a -29.83 -19.49 -17.22240280.00 00.00 A1b 47.30 -33.65 -26.18120280.00 00.00 1.0D + 1.0W Service 300 deg 1 0.40 142.99 -0.230.00 00.00 A1 0.98 -24.58 40.930280.00 00.00 A1a -34.96 -24.58 -21.31240280.00 00.00 A1b 52.15 -38.47 -30.11120280.00 00.00 1.0D + 1.0W Service 330 deg 1 0.25 142.77 -0.430.00 00.00 A1 0.45 -20.94 36.170280.00 00.00 A1a -40.43 -29.04 -24.76240280.00 00.00 A1b 50.51 -37.13 -29.68120280.00 00.00 Page 21 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00280.00 0 127.35 176.76 0.00280.00 240 127.35 176.76 0.00280.00 120 127.35 176.76 Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.0W 60 deg A1a T1a 34.98 13.19 3859.72 3/4 EHS 1.2D + 1.0W 60 deg A1a T2a 34.98 17.70 51119.72 3/4 EHS 1.2D + 1.0W 60 deg A1a 65b 47.82 28.69 60179.72 7/8 EHS 1.2D + 1.0W 60 deg A1a 82b 47.82 33.44 70224.16 7/8 EHS 1.2D + 1.0W 60 deg A1a T5a 25.44 18.83 74268.05 5/8 EHS 1.2D + 1.0W 60 deg A1a 118b 47.82 36.53 76328.05 7/8 EHS 1.2D + 1.0W 60 deg A1a 139b 34.98 27.73 79388.05 3/4 EHS Maximum Torque Arm Stress Summary Load Case Member Type Compression %Elevation (ft)Tension % 1.2D + 1.0W 60 deg 59.72 3.5X3.5X0.375 Horiz 12 1.2D + 1.0W 90 deg 59.72 3.5X3.5X0.375 Kicker 13 1.2D + 1.0W 60 deg 119.72 3.5X3.5X0.375 Horiz 16 1.2D + 1.0W 60 deg 119.72 3.5X3.5X0.375 Kicker 25 1.2D + 1.0W Normal 179.72 PL 3 x 0.375 Horiz 33 1.2D + 1.0W Normal 224.16 PL 3 x 0.375 Horiz 37 1.2D + 1.0W Normal 268.05 3.5X3.5X0.375 Horiz 20 1.2D + 1.0W 60 deg 268.05 3.5X3.5X0.375 Kicker 27 1.2D + 1.0W Normal 328.05 PL 3 x 0.375 Horiz 32 1.2D + 1.0W Normal 388.05 PL 3 x 0.375 Horiz 22 Page 22 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 151 mph Normal with No Ice 0.195 0.344960.00 -0.0043 0.3449 151 mph Normal with No Ice 0.415 0.2331100.27 0.0098 0.2331 151 mph Normal with No Ice 0.485 0.4885120.00 -0.0021 0.4885 151 mph Normal with No Ice 0.660 0.5008139.73 -0.1454 0.5215 151 mph Normal with No Ice 1.144 0.7278195.84 0.0322 0.7285 151 mph Normal with No Ice 1.345 0.6647211.95 0.0860 0.6698 151 mph Normal with No Ice 1.636 0.7911235.84 0.0834 0.7955 151 mph Normal with No Ice 1.803 0.7202248.05 0.0919 0.7254 151 mph Normal with No Ice 2.010 0.6775268.05 0.0054 0.6775 151 mph Normal with No Ice 2.233 0.6554284.16 -0.0190 0.6555 151 mph Normal with No Ice 2.835 0.7130348.05 -0.0244 0.7134 151 mph Normal with No Ice 3.203 0.5466379.73 -0.0036 0.5466 151 mph Normal with No Ice 3.206 0.5348380.00 -0.0043 0.5349 151 mph Normal with No Ice 3.247 0.5707384.16 -0.0138 0.5708 151 mph Normal with No Ice 3.377 0.6655395.84 -0.0150 0.6657 151 mph Normal with No Ice 3.424 0.7478399.73 -0.0150 0.7479 151 mph Normal with No Ice 3.427 0.7581400.00 -0.0150 0.7583 151 mph 60 degree with No Ice 0.280 0.367460.00 0.0137 0.3676 151 mph 60 degree with No Ice 0.475 0.0933100.27 0.1270 0.1576 151 mph 60 degree with No Ice 0.506 0.3370120.00 -0.0041 0.3371 151 mph 60 degree with No Ice 0.616 0.3280139.73 -0.0440 0.3308 151 mph 60 degree with No Ice 0.883 0.4609195.84 -0.1262 0.4770 151 mph 60 degree with No Ice 1.002 0.3897211.95 -0.0761 0.3970 151 mph 60 degree with No Ice 1.183 0.5276235.84 -0.0982 0.5367 151 mph 60 degree with No Ice 1.292 0.4595248.05 -0.0345 0.4608 151 mph 60 degree with No Ice 1.415 0.4332268.05 0.0485 0.4350 151 mph 60 degree with No Ice 1.563 0.3773284.16 0.0098 0.3773 151 mph 60 degree with No Ice 1.887 0.4800348.05 -0.0791 0.4857 151 mph 60 degree with No Ice 2.134 0.3555379.73 -0.0034 0.3555 151 mph 60 degree with No Ice 2.135 0.3421380.00 -0.0029 0.3421 151 mph 60 degree with No Ice 2.161 0.3622384.16 0.0063 0.3623 151 mph 60 degree with No Ice 2.248 0.4449395.84 0.0149 0.4451 151 mph 60 degree with No Ice 2.279 0.5270399.73 0.0134 0.5271 151 mph 60 degree with No Ice 2.282 0.5372400.00 0.0134 0.5374 151 mph 90 degree with No Ice 0.229 0.351860.00 0.0430 0.3544 151 mph 90 degree with No Ice 0.434 0.1912100.27 0.1893 0.2676 151 mph 90 degree with No Ice 0.481 0.4578120.00 0.0710 0.4632 151 mph 90 degree with No Ice 0.637 0.4529139.73 0.2330 0.5093 151 mph 90 degree with No Ice 1.043 0.6417195.84 0.1115 0.6513 151 mph 90 degree with No Ice 1.220 0.5556211.95 0.2141 0.5950 151 mph 90 degree with No Ice 1.469 0.6938235.84 0.2038 0.7226 151 mph 90 degree with No Ice 1.617 0.6020248.05 0.2650 0.6572 151 mph 90 degree with No Ice 1.784 0.5713268.05 0.1546 0.5883 151 mph 90 degree with No Ice 1.980 0.5335284.16 0.2403 0.5851 151 mph 90 degree with No Ice 2.454 0.6115348.05 0.1694 0.6342 151 mph 90 degree with No Ice 2.769 0.4473379.73 0.2695 0.5223 151 mph 90 degree with No Ice 2.771 0.4349380.00 0.2698 0.5118 151 mph 90 degree with No Ice 2.805 0.4710384.16 0.2638 0.5393 151 mph 90 degree with No Ice 2.914 0.5597395.84 0.2562 0.6156 151 mph 90 degree with No Ice 2.953 0.6459399.73 0.2578 0.6954 151 mph 90 degree with No Ice 2.956 0.6560400.00 0.2578 0.7048 151 mph 120 degree with No Ice 0.195 0.350760.00 -0.0045 0.3508 151 mph 120 degree with No Ice 0.416 0.2310100.27 0.0373 0.2340 151 mph 120 degree with No Ice 0.485 0.4842120.00 0.0050 0.4842 151 mph 120 degree with No Ice 0.658 0.5011139.73 -0.0858 0.5087 Page 23 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 151 mph 120 degree with No Ice 1.144 0.7231195.84 -0.0023 0.7231 151 mph 120 degree with No Ice 1.343 0.6629211.95 0.0133 0.6630 151 mph 120 degree with No Ice 1.634 0.7882235.84 -0.0032 0.7882 151 mph 120 degree with No Ice 1.800 0.7223248.05 0.0120 0.7224 151 mph 120 degree with No Ice 2.010 0.6766268.05 0.0138 0.6767 151 mph 120 degree with No Ice 2.233 0.6526284.16 -0.0424 0.6546 151 mph 120 degree with No Ice 2.834 0.7130348.05 0.0529 0.7149 151 mph 120 degree with No Ice 3.201 0.5425379.73 0.0167 0.5428 151 mph 120 degree with No Ice 3.204 0.5293380.00 0.0169 0.5296 151 mph 120 degree with No Ice 3.244 0.5699384.16 0.0108 0.5700 151 mph 120 degree with No Ice 3.374 0.6647395.84 0.0091 0.6648 151 mph 120 degree with No Ice 3.420 0.7469399.73 0.0090 0.7469 151 mph 120 degree with No Ice 3.424 0.7573400.00 0.0090 0.7573 151 mph 180 degree with No Ice 0.280 0.362160.00 0.0103 0.3622 151 mph 180 degree with No Ice 0.475 0.1010100.27 0.1241 0.1600 151 mph 180 degree with No Ice 0.506 0.3398120.00 -0.0052 0.3398 151 mph 180 degree with No Ice 0.618 0.3111139.73 -0.0290 0.3125 151 mph 180 degree with No Ice 0.880 0.4535195.84 -0.0635 0.4578 151 mph 180 degree with No Ice 1.001 0.3877211.95 -0.0623 0.3927 151 mph 180 degree with No Ice 1.182 0.5271235.84 -0.0707 0.5323 151 mph 180 degree with No Ice 1.292 0.4627248.05 -0.0020 0.4627 151 mph 180 degree with No Ice 1.416 0.4334268.05 -0.0089 0.4335 151 mph 180 degree with No Ice 1.564 0.3808284.16 0.0343 0.3824 151 mph 180 degree with No Ice 1.885 0.4860348.05 -0.0037 0.4860 151 mph 180 degree with No Ice 2.135 0.3552379.73 -0.0268 0.3562 151 mph 180 degree with No Ice 2.136 0.3418380.00 -0.0272 0.3429 151 mph 180 degree with No Ice 2.162 0.3595384.16 -0.0342 0.3611 151 mph 180 degree with No Ice 2.249 0.4444395.84 -0.0348 0.4459 151 mph 180 degree with No Ice 2.280 0.5265399.73 -0.0348 0.5277 151 mph 180 degree with No Ice 2.282 0.5367400.00 -0.0348 0.5379 151 mph 210 degree with No Ice 0.229 0.351860.00 0.0430 0.3544 151 mph 210 degree with No Ice 0.434 0.1912100.27 0.1893 0.2676 151 mph 210 degree with No Ice 0.481 0.4578120.00 0.0710 0.4632 151 mph 210 degree with No Ice 0.637 0.4529139.73 0.2330 0.5094 151 mph 210 degree with No Ice 1.043 0.6417195.84 0.1115 0.6512 151 mph 210 degree with No Ice 1.220 0.5556211.95 0.2141 0.5950 151 mph 210 degree with No Ice 1.469 0.6938235.84 0.2039 0.7225 151 mph 210 degree with No Ice 1.617 0.6019248.05 0.2650 0.6572 151 mph 210 degree with No Ice 1.784 0.5712268.05 0.1546 0.5883 151 mph 210 degree with No Ice 1.980 0.5334284.16 0.2403 0.5850 151 mph 210 degree with No Ice 2.454 0.6114348.05 0.1694 0.6341 151 mph 210 degree with No Ice 2.769 0.4472379.73 0.2696 0.5222 151 mph 210 degree with No Ice 2.771 0.4348380.00 0.2699 0.5118 151 mph 210 degree with No Ice 2.804 0.4709384.16 0.2638 0.5393 151 mph 210 degree with No Ice 2.913 0.5596395.84 0.2563 0.6155 151 mph 210 degree with No Ice 2.952 0.6458399.73 0.2578 0.6953 151 mph 210 degree with No Ice 2.955 0.6559400.00 0.2578 0.7048 151 mph 240 degree with No Ice 0.195 0.350160.00 0.0028 0.3501 151 mph 240 degree with No Ice 0.415 0.2325100.27 -0.0116 0.2327 151 mph 240 degree with No Ice 0.485 0.4841120.00 0.0045 0.4841 151 mph 240 degree with No Ice 0.658 0.5011139.73 0.0896 0.5087 151 mph 240 degree with No Ice 1.144 0.7231195.84 -0.0297 0.7237 151 mph 240 degree with No Ice 1.343 0.6617211.95 -0.0250 0.6620 151 mph 240 degree with No Ice 1.634 0.7885235.84 -0.0074 0.7885 151 mph 240 degree with No Ice 1.801 0.7226248.05 -0.0227 0.7228 151 mph 240 degree with No Ice 2.010 0.6771268.05 -0.0232 0.6772 151 mph 240 degree with No Ice 2.234 0.6474284.16 0.0658 0.6507 151 mph 240 degree with No Ice 2.833 0.7133348.05 -0.0149 0.7134 151 mph 240 degree with No Ice 3.202 0.5463379.73 0.0025 0.5463 151 mph 240 degree with No Ice 3.204 0.5346380.00 0.0034 0.5346 151 mph 240 degree with No Ice 3.245 0.5704384.16 0.0146 0.5705 151 mph 240 degree with No Ice 3.376 0.6652395.84 0.0156 0.6653 Page 24 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 151 mph 240 degree with No Ice 3.422 0.7474399.73 0.0156 0.7476 151 mph 240 degree with No Ice 3.426 0.7578400.00 0.0156 0.7579 151 mph 300 degree with No Ice 0.280 0.367460.00 -0.0137 0.3676 151 mph 300 degree with No Ice 0.475 0.0933100.27 -0.1250 0.1576 151 mph 300 degree with No Ice 0.506 0.3370120.00 0.0072 0.3371 151 mph 300 degree with No Ice 0.616 0.3280139.73 0.0440 0.3308 151 mph 300 degree with No Ice 0.883 0.4609195.84 0.1262 0.4770 151 mph 300 degree with No Ice 1.002 0.3897211.95 0.0761 0.3970 151 mph 300 degree with No Ice 1.183 0.5276235.84 0.0982 0.5367 151 mph 300 degree with No Ice 1.292 0.4595248.05 0.0345 0.4608 151 mph 300 degree with No Ice 1.415 0.4332268.05 -0.0485 0.4350 151 mph 300 degree with No Ice 1.563 0.3773284.16 -0.0075 0.3773 151 mph 300 degree with No Ice 1.887 0.4800348.05 0.0791 0.4857 151 mph 300 degree with No Ice 2.134 0.3555379.73 0.0043 0.3555 151 mph 300 degree with No Ice 2.135 0.3421380.00 0.0037 0.3421 151 mph 300 degree with No Ice 2.161 0.3622384.16 -0.0052 0.3623 151 mph 300 degree with No Ice 2.248 0.4449395.84 -0.0111 0.4451 151 mph 300 degree with No Ice 2.279 0.5270399.73 -0.0133 0.5271 151 mph 300 degree with No Ice 2.282 0.5372400.00 -0.0133 0.5374 151 mph 330 degree with No Ice 0.229 0.351860.00 0.0430 0.3544 151 mph 330 degree with No Ice 0.434 0.1912100.27 0.1893 0.2676 151 mph 330 degree with No Ice 0.481 0.4578120.00 0.0710 0.4632 151 mph 330 degree with No Ice 0.637 0.4529139.73 0.2330 0.5094 151 mph 330 degree with No Ice 1.043 0.6417195.84 0.1115 0.6512 151 mph 330 degree with No Ice 1.220 0.5556211.95 0.2141 0.5950 151 mph 330 degree with No Ice 1.469 0.6938235.84 0.2039 0.7225 151 mph 330 degree with No Ice 1.617 0.6019248.05 0.2650 0.6572 151 mph 330 degree with No Ice 1.784 0.5712268.05 0.1546 0.5883 151 mph 330 degree with No Ice 1.980 0.5334284.16 0.2403 0.5850 151 mph 330 degree with No Ice 2.454 0.6114348.05 0.1694 0.6341 151 mph 330 degree with No Ice 2.769 0.4472379.73 0.2696 0.5222 151 mph 330 degree with No Ice 2.771 0.4349380.00 0.2699 0.5118 151 mph 330 degree with No Ice 2.804 0.4709384.16 0.2638 0.5393 151 mph 330 degree with No Ice 2.913 0.5596395.84 0.2563 0.6155 151 mph 330 degree with No Ice 2.952 0.6458399.73 0.2578 0.6953 151 mph 330 degree with No Ice 2.955 0.6559400.00 0.2578 0.7048 0 mph Normal with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph Normal with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph Normal with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph Normal with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph Normal with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph Normal with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph Normal with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph Normal with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph Normal with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph Normal with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph Normal with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph Normal with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph Normal with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph Normal with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph Normal with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph Normal with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph Normal with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 Page 25 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 60 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 90 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 120 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 180 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 Page 26 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 210 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 240 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 300 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.000560.00 0.0000 0.0005 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0000100.27 0.0000 0.0000 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0084120.00 0.0000 0.0084 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0004139.73 0.0000 0.0004 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0008195.84 0.0000 0.0008 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0002211.95 0.0000 0.0002 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0010235.84 0.0000 0.0010 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0002248.05 0.0000 0.0002 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0005268.05 0.0000 0.0005 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0005284.16 0.0000 0.0005 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0001348.05 0.0000 0.0001 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0001379.73 0.0000 0.0001 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0001380.00 0.0000 0.0001 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0013384.16 0.0000 0.0013 Page 27 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0004395.84 0.0000 0.0004 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0002399.73 0.0000 0.0002 0 mph 330 deg with 0.00 in Radial Ice 0.000 0.0002400.00 0.0000 0.0002 Seismic Normal M1 0.003 0.008360.00 0.0000 0.0083 Seismic Normal M1 0.001 0.0188100.27 0.0000 0.0188 Seismic Normal M1 0.002 0.0166120.00 0.0000 0.0166 Seismic Normal M1 0.005 0.0069139.73 0.0000 0.0069 Seismic Normal M1 0.010 0.0065195.84 0.0000 0.0065 Seismic Normal M1 0.012 0.0054211.95 0.0000 0.0054 Seismic Normal M1 0.014 0.0067235.84 0.0000 0.0067 Seismic Normal M1 0.016 0.0065248.05 0.0000 0.0065 Seismic Normal M1 0.018 0.0082268.05 0.0001 0.0082 Seismic Normal M1 0.021 0.0098284.16 0.0000 0.0098 Seismic Normal M1 0.032 0.0126348.05 0.0000 0.0126 Seismic Normal M1 0.038 0.0075379.73 0.0000 0.0075 Seismic Normal M1 0.038 0.0072380.00 0.0000 0.0072 Seismic Normal M1 0.039 0.0104384.16 0.0000 0.0104 Seismic Normal M1 0.041 0.0102395.84 0.0000 0.0102 Seismic Normal M1 0.042 0.0107399.73 0.0000 0.0107 Seismic Normal M1 0.042 0.0108400.00 0.0000 0.0108 Seismic 60 deg M1 0.003 0.006760.00 0.0000 0.0067 Seismic 60 deg M1 0.001 0.0098100.27 0.0000 0.0098 Seismic 60 deg M1 0.003 0.0127120.00 0.0000 0.0127 Seismic 60 deg M1 0.005 0.0061139.73 0.0000 0.0061 Seismic 60 deg M1 0.010 0.0066195.84 0.0000 0.0066 Seismic 60 deg M1 0.012 0.0053211.95 0.0000 0.0053 Seismic 60 deg M1 0.014 0.0071235.84 0.0000 0.0071 Seismic 60 deg M1 0.015 0.0066248.05 0.0000 0.0066 Seismic 60 deg M1 0.018 0.0078268.05 0.0001 0.0078 Seismic 60 deg M1 0.020 0.0096284.16 0.0000 0.0096 Seismic 60 deg M1 0.032 0.0124348.05 0.0000 0.0124 Seismic 60 deg M1 0.038 0.0072379.73 0.0000 0.0072 Seismic 60 deg M1 0.038 0.0068380.00 0.0000 0.0068 Seismic 60 deg M1 0.038 0.0096384.16 0.0000 0.0096 Seismic 60 deg M1 0.040 0.0098395.84 0.0000 0.0098 Seismic 60 deg M1 0.041 0.0105399.73 0.0000 0.0105 Seismic 60 deg M1 0.041 0.0106400.00 0.0000 0.0106 Seismic 90 deg M1 0.002 0.008360.00 0.0000 0.0083 Seismic 90 deg M1 0.002 0.0220100.27 -0.0069 0.0230 Seismic 90 deg M1 0.004 0.0102120.00 0.0022 0.0105 Seismic 90 deg M1 0.005 0.0056139.73 0.0020 0.0059 Seismic 90 deg M1 0.010 0.0066195.84 0.0013 0.0067 Seismic 90 deg M1 0.012 0.0055211.95 0.0012 0.0056 Seismic 90 deg M1 0.014 0.0071235.84 0.0009 0.0072 Seismic 90 deg M1 0.015 0.0068248.05 0.0008 0.0068 Seismic 90 deg M1 0.018 0.0083268.05 0.0007 0.0083 Seismic 90 deg M1 0.020 0.0098284.16 0.0006 0.0099 Seismic 90 deg M1 0.032 0.0126348.05 0.0004 0.0126 Seismic 90 deg M1 0.038 0.0074379.73 0.0004 0.0074 Seismic 90 deg M1 0.038 0.0071380.00 0.0004 0.0071 Seismic 90 deg M1 0.039 0.0102384.16 0.0004 0.0102 Seismic 90 deg M1 0.041 0.0101395.84 0.0004 0.0101 Seismic 90 deg M1 0.041 0.0106399.73 0.0004 0.0106 Seismic 90 deg M1 0.041 0.0107400.00 0.0004 0.0107 Seismic 120 deg M1 0.003 0.008360.00 0.0000 0.0083 Seismic 120 deg M1 0.001 0.0188100.27 0.0000 0.0188 Seismic 120 deg M1 0.002 0.0166120.00 0.0000 0.0166 Seismic 120 deg M1 0.005 0.0069139.73 0.0000 0.0069 Seismic 120 deg M1 0.010 0.0065195.84 0.0000 0.0065 Seismic 120 deg M1 0.012 0.0054211.95 0.0000 0.0054 Seismic 120 deg M1 0.014 0.0067235.84 0.0000 0.0067 Seismic 120 deg M1 0.016 0.0065248.05 0.0000 0.0065 Page 28 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Seismic 120 deg M1 0.018 0.0082268.05 0.0001 0.0082 Seismic 120 deg M1 0.021 0.0098284.16 0.0000 0.0098 Seismic 120 deg M1 0.032 0.0126348.05 0.0000 0.0126 Seismic 120 deg M1 0.038 0.0075379.73 0.0000 0.0075 Seismic 120 deg M1 0.038 0.0072380.00 0.0000 0.0072 Seismic 120 deg M1 0.039 0.0104384.16 0.0000 0.0104 Seismic 120 deg M1 0.041 0.0102395.84 0.0000 0.0102 Seismic 120 deg M1 0.042 0.0107399.73 0.0000 0.0107 Seismic 120 deg M1 0.042 0.0108400.00 0.0000 0.0108 Seismic 180 deg M1 0.003 0.006760.00 0.0000 0.0067 Seismic 180 deg M1 0.001 0.0097100.27 0.0000 0.0097 Seismic 180 deg M1 0.003 0.0127120.00 0.0000 0.0127 Seismic 180 deg M1 0.005 0.0061139.73 0.0000 0.0061 Seismic 180 deg M1 0.010 0.0066195.84 0.0000 0.0066 Seismic 180 deg M1 0.012 0.0053211.95 0.0000 0.0053 Seismic 180 deg M1 0.014 0.0071235.84 0.0000 0.0071 Seismic 180 deg M1 0.015 0.0066248.05 0.0000 0.0066 Seismic 180 deg M1 0.018 0.0078268.05 0.0001 0.0078 Seismic 180 deg M1 0.020 0.0096284.16 0.0000 0.0096 Seismic 180 deg M1 0.032 0.0124348.05 0.0000 0.0124 Seismic 180 deg M1 0.038 0.0072379.73 0.0000 0.0072 Seismic 180 deg M1 0.038 0.0068380.00 0.0000 0.0068 Seismic 180 deg M1 0.038 0.0096384.16 0.0000 0.0096 Seismic 180 deg M1 0.040 0.0098395.84 0.0000 0.0098 Seismic 180 deg M1 0.041 0.0105399.73 0.0000 0.0105 Seismic 180 deg M1 0.041 0.0106400.00 0.0000 0.0106 Seismic 210 deg M1 0.002 0.008360.00 0.0000 0.0083 Seismic 210 deg M1 0.002 0.0220100.27 -0.0069 0.0230 Seismic 210 deg M1 0.004 0.0102120.00 0.0022 0.0105 Seismic 210 deg M1 0.005 0.0056139.73 0.0020 0.0059 Seismic 210 deg M1 0.010 0.0066195.84 0.0013 0.0067 Seismic 210 deg M1 0.012 0.0055211.95 0.0012 0.0056 Seismic 210 deg M1 0.014 0.0071235.84 0.0009 0.0072 Seismic 210 deg M1 0.015 0.0068248.05 0.0008 0.0068 Seismic 210 deg M1 0.018 0.0083268.05 0.0007 0.0083 Seismic 210 deg M1 0.020 0.0098284.16 0.0006 0.0099 Seismic 210 deg M1 0.032 0.0126348.05 0.0004 0.0126 Seismic 210 deg M1 0.038 0.0074379.73 0.0004 0.0074 Seismic 210 deg M1 0.038 0.0071380.00 0.0004 0.0071 Seismic 210 deg M1 0.039 0.0102384.16 0.0004 0.0102 Seismic 210 deg M1 0.041 0.0101395.84 0.0004 0.0101 Seismic 210 deg M1 0.041 0.0106399.73 0.0004 0.0106 Seismic 210 deg M1 0.041 0.0107400.00 0.0004 0.0107 Seismic 240 deg M1 0.003 0.008360.00 0.0000 0.0083 Seismic 240 deg M1 0.001 0.0188100.27 0.0000 0.0188 Seismic 240 deg M1 0.002 0.0166120.00 0.0000 0.0166 Seismic 240 deg M1 0.005 0.0069139.73 0.0000 0.0069 Seismic 240 deg M1 0.010 0.0065195.84 0.0000 0.0065 Seismic 240 deg M1 0.012 0.0054211.95 0.0000 0.0054 Seismic 240 deg M1 0.014 0.0067235.84 0.0000 0.0067 Seismic 240 deg M1 0.016 0.0065248.05 0.0000 0.0065 Seismic 240 deg M1 0.018 0.0082268.05 0.0001 0.0082 Seismic 240 deg M1 0.021 0.0098284.16 0.0000 0.0098 Seismic 240 deg M1 0.032 0.0126348.05 0.0000 0.0126 Seismic 240 deg M1 0.038 0.0075379.73 0.0000 0.0075 Seismic 240 deg M1 0.038 0.0072380.00 0.0000 0.0072 Seismic 240 deg M1 0.039 0.0104384.16 0.0000 0.0104 Seismic 240 deg M1 0.041 0.0102395.84 0.0000 0.0102 Seismic 240 deg M1 0.042 0.0107399.73 0.0000 0.0107 Seismic 240 deg M1 0.042 0.0108400.00 0.0000 0.0108 Seismic 300 deg M1 0.003 0.006760.00 0.0000 0.0067 Seismic 300 deg M1 0.001 0.0098100.27 0.0000 0.0098 Page 29 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Seismic 300 deg M1 0.003 0.0127120.00 0.0000 0.0127 Seismic 300 deg M1 0.005 0.0061139.73 0.0000 0.0061 Seismic 300 deg M1 0.010 0.0066195.84 0.0000 0.0066 Seismic 300 deg M1 0.012 0.0053211.95 0.0000 0.0053 Seismic 300 deg M1 0.014 0.0071235.84 0.0000 0.0071 Seismic 300 deg M1 0.015 0.0066248.05 0.0000 0.0066 Seismic 300 deg M1 0.018 0.0078268.05 0.0001 0.0078 Seismic 300 deg M1 0.020 0.0096284.16 0.0000 0.0096 Seismic 300 deg M1 0.032 0.0124348.05 0.0000 0.0124 Seismic 300 deg M1 0.038 0.0072379.73 0.0000 0.0072 Seismic 300 deg M1 0.038 0.0068380.00 0.0000 0.0068 Seismic 300 deg M1 0.038 0.0096384.16 0.0000 0.0096 Seismic 300 deg M1 0.040 0.0098395.84 0.0000 0.0098 Seismic 300 deg M1 0.041 0.0105399.73 0.0000 0.0105 Seismic 300 deg M1 0.041 0.0106400.00 0.0000 0.0106 Seismic 330 deg M1 0.002 0.008360.00 0.0000 0.0083 Seismic 330 deg M1 0.002 0.0220100.27 -0.0068 0.0230 Seismic 330 deg M1 0.004 0.0102120.00 0.0022 0.0105 Seismic 330 deg M1 0.005 0.0056139.73 0.0020 0.0059 Seismic 330 deg M1 0.010 0.0066195.84 0.0013 0.0067 Seismic 330 deg M1 0.012 0.0055211.95 0.0012 0.0056 Seismic 330 deg M1 0.014 0.0071235.84 0.0009 0.0072 Seismic 330 deg M1 0.015 0.0068248.05 0.0008 0.0068 Seismic 330 deg M1 0.018 0.0083268.05 0.0007 0.0083 Seismic 330 deg M1 0.020 0.0098284.16 0.0006 0.0099 Seismic 330 deg M1 0.032 0.0126348.05 0.0004 0.0126 Seismic 330 deg M1 0.038 0.0074379.73 0.0004 0.0074 Seismic 330 deg M1 0.038 0.0071380.00 0.0004 0.0071 Seismic 330 deg M1 0.039 0.0102384.16 0.0004 0.0102 Seismic 330 deg M1 0.041 0.0101395.84 0.0004 0.0101 Seismic 330 deg M1 0.041 0.0106399.73 0.0004 0.0106 Seismic 330 deg M1 0.041 0.0107400.00 0.0004 0.0107 Serviceability - 60 mph Wind Normal 0.031 0.056060.00 0.0002 0.0560 Serviceability - 60 mph Wind Normal 0.058 0.0137100.27 0.0002 0.0137 Serviceability - 60 mph Wind Normal 0.055 0.0461120.00 0.0006 0.0461 Serviceability - 60 mph Wind Normal 0.071 0.0477139.73 0.0013 0.0477 Serviceability - 60 mph Wind Normal 0.086 0.0189195.84 0.0001 0.0189 Serviceability - 60 mph Wind Normal 0.091 0.0088211.95 0.0003 0.0088 Serviceability - 60 mph Wind Normal 0.094 0.0090235.84 0.0002 0.0090 Serviceability - 60 mph Wind Normal 0.096 0.0075248.05 0.0014 0.0075 Serviceability - 60 mph Wind Normal 0.088 0.0028268.05 0.0010 0.0030 Serviceability - 60 mph Wind Normal 0.094 0.0085284.16 0.0015 0.0085 Serviceability - 60 mph Wind Normal 0.058 0.0240348.05 0.0002 0.0240 Serviceability - 60 mph Wind Normal 0.041 0.0535379.73 0.0001 0.0535 Serviceability - 60 mph Wind Normal 0.041 0.0563380.00 0.0001 0.0563 Serviceability - 60 mph Wind Normal 0.037 0.0418384.16 0.0001 0.0418 Serviceability - 60 mph Wind Normal 0.030 0.0374395.84 0.0000 0.0374 Serviceability - 60 mph Wind Normal 0.027 0.0258399.73 0.0002 0.0258 Serviceability - 60 mph Wind Normal 0.027 0.0242400.00 0.0002 0.0242 Serviceability - 60 mph Wind 60 deg 0.034 0.055860.00 0.0000 0.0558 Serviceability - 60 mph Wind 60 deg 0.063 0.0105100.27 0.0009 0.0105 Serviceability - 60 mph Wind 60 deg 0.061 0.0482120.00 0.0002 0.0482 Serviceability - 60 mph Wind 60 deg 0.077 0.0418139.73 0.0010 0.0418 Serviceability - 60 mph Wind 60 deg 0.101 0.0387195.84 0.0000 0.0387 Serviceability - 60 mph Wind 60 deg 0.112 0.0351211.95 0.0001 0.0351 Serviceability - 60 mph Wind 60 deg 0.129 0.0433235.84 0.0001 0.0433 Serviceability - 60 mph Wind 60 deg 0.140 0.0392248.05 0.0017 0.0392 Serviceability - 60 mph Wind 60 deg 0.147 0.0390268.05 0.0012 0.0390 Serviceability - 60 mph Wind 60 deg 0.162 0.0261284.16 0.0010 0.0262 Serviceability - 60 mph Wind 60 deg 0.166 0.0267348.05 0.0005 0.0267 Serviceability - 60 mph Wind 60 deg 0.176 0.0037379.73 0.0001 0.0037 Serviceability - 60 mph Wind 60 deg 0.176 0.0021380.00 0.0001 0.0021 Page 30 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Serviceability - 60 mph Wind 60 deg 0.177 0.0119384.16 0.0001 0.0119 Serviceability - 60 mph Wind 60 deg 0.180 0.0154395.84 0.0000 0.0154 Serviceability - 60 mph Wind 60 deg 0.181 0.0286399.73 0.0002 0.0286 Serviceability - 60 mph Wind 60 deg 0.181 0.0302400.00 0.0002 0.0302 Serviceability - 60 mph Wind 90 deg 0.031 0.054860.00 0.0042 0.0549 Serviceability - 60 mph Wind 90 deg 0.065 0.0158100.27 0.0794 0.0810 Serviceability - 60 mph Wind 90 deg 0.057 0.0460120.00 0.0094 0.0469 Serviceability - 60 mph Wind 90 deg 0.076 0.0413139.73 0.0862 0.0955 Serviceability - 60 mph Wind 90 deg 0.095 0.0298195.84 0.0585 0.0654 Serviceability - 60 mph Wind 90 deg 0.103 0.0250211.95 0.0593 0.0644 Serviceability - 60 mph Wind 90 deg 0.114 0.0309235.84 0.0599 0.0674 Serviceability - 60 mph Wind 90 deg 0.122 0.0277248.05 0.0605 0.0659 Serviceability - 60 mph Wind 90 deg 0.121 0.0300268.05 0.0294 0.0405 Serviceability - 60 mph Wind 90 deg 0.135 0.0219284.16 0.0519 0.0558 Serviceability - 60 mph Wind 90 deg 0.127 0.0235348.05 -0.0087 0.0249 Serviceability - 60 mph Wind 90 deg 0.132 0.0319379.73 -0.0053 0.0324 Serviceability - 60 mph Wind 90 deg 0.132 0.0335380.00 -0.0052 0.0339 Serviceability - 60 mph Wind 90 deg 0.132 0.0262384.16 -0.0045 0.0265 Serviceability - 60 mph Wind 90 deg 0.133 0.0241395.84 -0.0041 0.0245 Serviceability - 60 mph Wind 90 deg 0.134 0.0246399.73 -0.0040 0.0249 Serviceability - 60 mph Wind 90 deg 0.134 0.0250400.00 -0.0040 0.0253 Serviceability - 60 mph Wind 120 deg 0.031 0.056060.00 0.0002 0.0560 Serviceability - 60 mph Wind 120 deg 0.058 0.0137100.27 0.0002 0.0137 Serviceability - 60 mph Wind 120 deg 0.055 0.0461120.00 0.0006 0.0461 Serviceability - 60 mph Wind 120 deg 0.071 0.0477139.73 0.0013 0.0477 Serviceability - 60 mph Wind 120 deg 0.086 0.0189195.84 0.0001 0.0189 Serviceability - 60 mph Wind 120 deg 0.091 0.0088211.95 0.0003 0.0088 Serviceability - 60 mph Wind 120 deg 0.094 0.0090235.84 0.0002 0.0090 Serviceability - 60 mph Wind 120 deg 0.096 0.0075248.05 0.0014 0.0075 Serviceability - 60 mph Wind 120 deg 0.088 0.0028268.05 0.0010 0.0030 Serviceability - 60 mph Wind 120 deg 0.094 0.0085284.16 0.0015 0.0085 Serviceability - 60 mph Wind 120 deg 0.058 0.0240348.05 0.0002 0.0240 Serviceability - 60 mph Wind 120 deg 0.041 0.0535379.73 0.0001 0.0535 Serviceability - 60 mph Wind 120 deg 0.041 0.0563380.00 0.0001 0.0563 Serviceability - 60 mph Wind 120 deg 0.037 0.0418384.16 0.0001 0.0418 Serviceability - 60 mph Wind 120 deg 0.030 0.0374395.84 0.0000 0.0374 Serviceability - 60 mph Wind 120 deg 0.027 0.0258399.73 0.0002 0.0258 Serviceability - 60 mph Wind 120 deg 0.027 0.0242400.00 0.0002 0.0242 Serviceability - 60 mph Wind 180 deg 0.034 0.055860.00 0.0000 0.0558 Serviceability - 60 mph Wind 180 deg 0.063 0.0105100.27 0.0009 0.0105 Serviceability - 60 mph Wind 180 deg 0.061 0.0482120.00 0.0002 0.0482 Serviceability - 60 mph Wind 180 deg 0.077 0.0418139.73 0.0010 0.0418 Serviceability - 60 mph Wind 180 deg 0.101 0.0387195.84 0.0000 0.0387 Serviceability - 60 mph Wind 180 deg 0.112 0.0351211.95 0.0001 0.0351 Serviceability - 60 mph Wind 180 deg 0.129 0.0433235.84 0.0001 0.0433 Serviceability - 60 mph Wind 180 deg 0.140 0.0392248.05 0.0017 0.0392 Serviceability - 60 mph Wind 180 deg 0.147 0.0390268.05 0.0012 0.0390 Serviceability - 60 mph Wind 180 deg 0.162 0.0261284.16 0.0010 0.0262 Serviceability - 60 mph Wind 180 deg 0.166 0.0267348.05 0.0005 0.0267 Serviceability - 60 mph Wind 180 deg 0.176 0.0037379.73 0.0001 0.0037 Serviceability - 60 mph Wind 180 deg 0.176 0.0021380.00 0.0001 0.0021 Serviceability - 60 mph Wind 180 deg 0.177 0.0119384.16 0.0001 0.0119 Serviceability - 60 mph Wind 180 deg 0.180 0.0154395.84 0.0000 0.0154 Serviceability - 60 mph Wind 180 deg 0.181 0.0286399.73 0.0002 0.0286 Serviceability - 60 mph Wind 180 deg 0.181 0.0302400.00 0.0002 0.0302 Serviceability - 60 mph Wind 210 deg 0.031 0.054860.00 0.0042 0.0549 Serviceability - 60 mph Wind 210 deg 0.065 0.0158100.27 0.0794 0.0810 Serviceability - 60 mph Wind 210 deg 0.057 0.0460120.00 0.0094 0.0469 Serviceability - 60 mph Wind 210 deg 0.076 0.0413139.73 0.0862 0.0955 Serviceability - 60 mph Wind 210 deg 0.095 0.0298195.84 0.0585 0.0654 Serviceability - 60 mph Wind 210 deg 0.103 0.0250211.95 0.0593 0.0644 Serviceability - 60 mph Wind 210 deg 0.114 0.0309235.84 0.0599 0.0674 Page 31 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Serviceability - 60 mph Wind 210 deg 0.122 0.0277248.05 0.0605 0.0659 Serviceability - 60 mph Wind 210 deg 0.121 0.0300268.05 0.0294 0.0405 Serviceability - 60 mph Wind 210 deg 0.135 0.0219284.16 0.0519 0.0558 Serviceability - 60 mph Wind 210 deg 0.127 0.0235348.05 -0.0092 0.0249 Serviceability - 60 mph Wind 210 deg 0.132 0.0319379.73 -0.0055 0.0324 Serviceability - 60 mph Wind 210 deg 0.132 0.0335380.00 -0.0054 0.0339 Serviceability - 60 mph Wind 210 deg 0.132 0.0262384.16 -0.0048 0.0265 Serviceability - 60 mph Wind 210 deg 0.133 0.0241395.84 -0.0042 0.0245 Serviceability - 60 mph Wind 210 deg 0.134 0.0246399.73 -0.0043 0.0249 Serviceability - 60 mph Wind 210 deg 0.134 0.0250400.00 -0.0043 0.0253 Serviceability - 60 mph Wind 240 deg 0.031 0.056060.00 -0.0002 0.0560 Serviceability - 60 mph Wind 240 deg 0.058 0.0137100.27 -0.0002 0.0137 Serviceability - 60 mph Wind 240 deg 0.055 0.0461120.00 0.0006 0.0461 Serviceability - 60 mph Wind 240 deg 0.071 0.0477139.73 0.0013 0.0477 Serviceability - 60 mph Wind 240 deg 0.086 0.0189195.84 0.0001 0.0189 Serviceability - 60 mph Wind 240 deg 0.091 0.0088211.95 0.0003 0.0088 Serviceability - 60 mph Wind 240 deg 0.094 0.0090235.84 0.0002 0.0090 Serviceability - 60 mph Wind 240 deg 0.096 0.0075248.05 0.0014 0.0075 Serviceability - 60 mph Wind 240 deg 0.088 0.0028268.05 0.0010 0.0030 Serviceability - 60 mph Wind 240 deg 0.094 0.0085284.16 0.0015 0.0085 Serviceability - 60 mph Wind 240 deg 0.058 0.0240348.05 0.0002 0.0240 Serviceability - 60 mph Wind 240 deg 0.041 0.0535379.73 0.0001 0.0535 Serviceability - 60 mph Wind 240 deg 0.041 0.0563380.00 0.0001 0.0563 Serviceability - 60 mph Wind 240 deg 0.037 0.0418384.16 0.0001 0.0418 Serviceability - 60 mph Wind 240 deg 0.030 0.0374395.84 0.0000 0.0374 Serviceability - 60 mph Wind 240 deg 0.027 0.0258399.73 0.0002 0.0258 Serviceability - 60 mph Wind 240 deg 0.027 0.0242400.00 0.0002 0.0242 Serviceability - 60 mph Wind 300 deg 0.034 0.055860.00 0.0000 0.0558 Serviceability - 60 mph Wind 300 deg 0.063 0.0105100.27 0.0009 0.0105 Serviceability - 60 mph Wind 300 deg 0.061 0.0482120.00 0.0002 0.0482 Serviceability - 60 mph Wind 300 deg 0.077 0.0418139.73 0.0010 0.0418 Serviceability - 60 mph Wind 300 deg 0.101 0.0387195.84 0.0000 0.0387 Serviceability - 60 mph Wind 300 deg 0.112 0.0351211.95 0.0001 0.0351 Serviceability - 60 mph Wind 300 deg 0.129 0.0433235.84 0.0001 0.0433 Serviceability - 60 mph Wind 300 deg 0.140 0.0392248.05 0.0017 0.0392 Serviceability - 60 mph Wind 300 deg 0.147 0.0390268.05 0.0012 0.0390 Serviceability - 60 mph Wind 300 deg 0.162 0.0261284.16 0.0010 0.0262 Serviceability - 60 mph Wind 300 deg 0.166 0.0267348.05 0.0005 0.0267 Serviceability - 60 mph Wind 300 deg 0.176 0.0037379.73 0.0001 0.0037 Serviceability - 60 mph Wind 300 deg 0.176 0.0021380.00 0.0001 0.0021 Serviceability - 60 mph Wind 300 deg 0.177 0.0119384.16 0.0001 0.0119 Serviceability - 60 mph Wind 300 deg 0.180 0.0154395.84 0.0000 0.0154 Serviceability - 60 mph Wind 300 deg 0.181 0.0286399.73 0.0002 0.0286 Serviceability - 60 mph Wind 300 deg 0.181 0.0302400.00 0.0002 0.0302 Serviceability - 60 mph Wind 330 deg 0.031 0.054860.00 0.0042 0.0549 Serviceability - 60 mph Wind 330 deg 0.065 0.0158100.27 0.0794 0.0810 Serviceability - 60 mph Wind 330 deg 0.057 0.0460120.00 0.0094 0.0469 Serviceability - 60 mph Wind 330 deg 0.076 0.0413139.73 0.0862 0.0955 Serviceability - 60 mph Wind 330 deg 0.095 0.0298195.84 0.0585 0.0654 Serviceability - 60 mph Wind 330 deg 0.103 0.0250211.95 0.0593 0.0644 Serviceability - 60 mph Wind 330 deg 0.114 0.0309235.84 0.0599 0.0674 Serviceability - 60 mph Wind 330 deg 0.122 0.0277248.05 0.0605 0.0659 Serviceability - 60 mph Wind 330 deg 0.121 0.0300268.05 0.0294 0.0405 Serviceability - 60 mph Wind 330 deg 0.135 0.0219284.16 0.0519 0.0558 Serviceability - 60 mph Wind 330 deg 0.127 0.0235348.05 -0.0082 0.0249 Serviceability - 60 mph Wind 330 deg 0.132 0.0319379.73 -0.0055 0.0324 Serviceability - 60 mph Wind 330 deg 0.132 0.0335380.00 -0.0054 0.0339 Serviceability - 60 mph Wind 330 deg 0.132 0.0262384.16 -0.0048 0.0265 Serviceability - 60 mph Wind 330 deg 0.133 0.0241395.84 -0.0042 0.0245 Serviceability - 60 mph Wind 330 deg 0.134 0.0246399.73 -0.0043 0.0249 Serviceability - 60 mph Wind 330 deg 0.134 0.0250400.00 -0.0043 0.0253 Page 32 7/22/2021 11:28:23 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:2680 Site Name: Code:ANSI/TIA-222-H Fort Drum, FL Customer:SPRINT NEXTEL Engineering Number:13696210_C3_03 Base Shear 279.80 2.20 Anchor Group UpLift Maximum Reactions Summary A1 127.35 176.76 Page 33