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APPROVED Structual Analysis
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 :300 ft Self Supported Tower ATC Site Name :Angle Road, FL ATC Asset Number :5110 Engineering Number :13619846_C3_01 Proposed Carrier :T-MOBILE Carrier Site Name :A2P0048A Carrier Site Number :A2P0048A Site Location :12200 W. Angle Rd. Fort Pierce, FL 34945-4120 27.470800,-80.451000 County :St. Lucie Date :March 1, 2021 Max Usage :104% Result :Pass Prepared By: David Chickering CLS Reviewed By: Eng. Number 13619846_C3_01 March 1, 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 13619846_C3_01 March 1, 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 300 ft self supported tower to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Sabre Job #SA0736-S, dated October 22, 1996 Foundation Drawing Sabre Drawing #90B6964, dated November 1, 1996 Geotechnical Report Universal Report #6152, dated October 17, 1996 Modifications ATC Project #42202337, dated June 22, 2009 ATC Project #63412935, dated October 13, 2015 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**:151.08 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 **Wind load and Ice thickness have been reduced by applicable existing structure load modification factors in accordance with TIA-222-H, Annex S. 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 13619846_C3_01 March 1, 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 Antenna Mount Type Lines Carrier 4 JMA Wireless X7CQAP-FRO-645-V (56.2 lb) 2 JMA Wireless X7CQAP-665-VR0295.0 6 CSS DBC-7CAP Sector Frame (12) 1 5/8" Coax VERIZON WIRELESS 275.0 9 Amphenol Antel RWA-80017__25%Sector Frame (9) 1 5/8" Coax 3 Ericsson RRUS 31 B25 1 Nokia NSN FFHS 3 Ericsson 800MHz SMR Filter 9 RFS ACU-A20-N 3 Ericsson RRUS-11 800 MHz 3 RFS APXV9ERR18-C 3 Commscope TTTT65AP-1XR (33.3 lb) 180.0 3 Ericsson RRUS82 w/ Solarshield Sector Frame (3) 1 1/4" Hybriflex Cable SPRINT NEXTEL 135.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52 120.0 2 Andrew Microwaves UHX6-59W Leg (4) EW52 111.0 1 Andrew Microwaves UHX6-59W 110.0 1 Andrew UHX6-59/L 109.0 1 Andrew Microwaves UHX6-59W Leg (5) EW52 96.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52 VERIZON WIRELESS Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Nokia FRIG w/o Solar Shield 3 Raycap RCMDC-4010-PF-48 6 CellMax CMA-BDHH/6520/E0-8 3 Nokia FXFC 3 Andrew SBNHH-1D65B 187.0 3 Nokia FRIE - (6) 1 5/8" Coax (3) 1.24" (31.5mm) Hybrid T-MOBILE Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Ericsson Radio 4449 B71 B85A 3 Ericsson RRUS 4415 B25 3 Ericsson 4424 B25187.0 3 Commscope FFV4-65C-R3-V1 Sector Frame (3) 1.99" (50.7mm) Hybrid T-MOBILE 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 T-MOBILE lines. Eng. Number 13619846_C3_01 March 1, 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 80%Pass Diagonals 104%Pass Horizontals 69%Pass Anchor Bolts 70%Pass Leg Bolts 78%Pass Foundations Reaction Component Analysis Reactions % of Usage Uplift (Kips)808.9 98% Axial (Kips)954.0 45% Shear (Kips)116.4 62% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, 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) (°) Commscope FFV4-65C-R3-V1 Ericsson 4424 B25 Ericsson Radio 4449 B71 B85A187.0 Ericsson RRUS 4415 B25 T-MOBILE 0.193 0.009 0.118 135.0 Andrew Microwaves UHX6- 59W 0.101 0.085 120.0 Andrew Microwaves UHX6- 59W 0.082 0.007 0.078 111.0 Andrew Microwaves UHX6- 59W 0.074 0.073 110.0 Andrew UHX6-59/L 109.0 Andrew Microwaves UHX6- 59W 0.065 0.006 0.070 96.0 Andrew Microwaves UHX6- 59W VERIZON WIRELESS 0.057 0.005 0.064 *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 :Angle Road, FL T-MOBILE ANSI/TIA-222-H 5110 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :36.00 ft 6.00 ft Top Width :Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :300.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:151 mph no ice 30 mph w/ 0'0" radial ice Site Class: D Ss: 0.05 S1: 0.03 60 mph Serviceability 1 - 2 DAE 36 ksi 4X4X0.25DAE 36 ksi 3.5X3.5X0.375PX 50 ksi 16" DIA PIPE 3 DAE 36 ksi 3.5X3.5X0.25DAE 36 ksi 3.5X3.5X0.375PX 50 ksi 14" DIA PIPE 4 DAE 36 ksi 3.5X3.5X0.25DAE 36 ksi 3.5X3.5X0.25PX 50 ksi 12" DIA PIPE 5 DAE 36 ksi 3X3X0.25DAE 36 ksi 3.5X3.5X0.25PX 50 ksi 12" DIA PIPE 6 DAE 36 ksi 3X3X0.25PX 50 ksi 10" DIA PIPE 7 DAE 36 ksi 3X3X0.1875PX 50 ksi 10" DIA PIPE 8 SAE 36 ksi 4X4X0.375PX 50 ksi 8" DIA PIPE 9 SAE 36 ksi 3.5X3.5X0.375PX 50 ksi 8" DIA PIPE 10 SAE 36 ksi 3.5X3.5X0.25PST 50 ksi 8" DIA PIPE 11 SAE 36 ksi 3X3X0.25PX 50 ksi 6" DIA PIPE 12 SAE 36 ksi 3X3X0.1875PX 50 ksi 5" DIA PIPE 13 SAE 36 ksi 2.5X2.5X0.1875PX 50 ksi 3-1/2" DIA PIPE 14 SAE 36 ksi 1.75X1.75X0.1875PST 50 ksi 3" DIA PIPE 15 SAE 36 ksi 1.75X1.75X0.1875SAE 36 ksi 1.75X1.75X0.1875PST 50 ksi 2-1/2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 295.00 Flat Light Sector Frame3Mounting Frame 295.00 JMA Wireless X7CQAP-FRO-645-V 4Panel 295.00 JMA Wireless X7CQAP-665-VR02Panel 295.00 CSS DBC-7CAP6 275.00 Flat Light Sector Frames3Mounting Frame 275.00 Amphenol Antel RWA-80017__25%9Panel 191.00 Round Sector Frames3Mounting Frame 187.00 Commscope FFV4-65C-R3-V13Panel 187.00 Ericsson 4424 B253 187.00 Ericsson RRUS 4415 B253 187.00 Ericsson Radio 4449 B71 B85A3 180.00 Round Sector Frames3Mounting Frame 180.00 RFS APXV9ERR18-C3Panel 180.00 Commscope TTTT65AP-1XR (33.3 l3Panel 180.00 Ericsson RRUS82 w/ Solarshield3 180.00 Ericsson RRUS-11 800 MHz3 180.00 Ericsson RRUS 31 B253 180.00 Nokia NSN FFHS1 180.00 Ericsson 800MHz SMR Filter3 180.00 RFS ACU-A20-N9 135.00 Andrew Microwaves UHX6-59W1Dish 120.00 Andrew Microwaves UHX6-59W2Dish 111.00 Andrew Microwaves UHX6-59W1Dish 110.00 Andrew UHX6-59/L1Dish 109.00 Andrew Microwaves UHX6-59W1Dish 96.00 Andrew Microwaves UHX6-59W1Dish Linear Appurtenance Elev (ft) From DescriptionToQty 0.00 300.00 Waveguide1 0.00 300.00 Climbing Ladder1 0.00 295.00 1 5/8" Coax12 0.00 294.00 Waveguide1 0.00 275.00 Waveguide1 0.00 275.00 1 5/8" Coax9 0.00 191.00 Waveguide1 Job Information Tower : Code : Client : Location :Angle Road, FL T-MOBILE ANSI/TIA-222-H 5110 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :36.00 ft 6.00 ft Top Width :Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :300.00 ft 0.00 187.00 1.99" (50.7mm) Hybri3 0.00 180.00 Waveguide1 0.00 180.00 1 1/4" Hybriflex Cab3 0.00 135.00 EW522 0.00 120.00 EW524 0.00 111.00 EW522 0.00 110.00 EW522 0.00 109.00 EW521 0.00 96.00 EW522 Vertical (kip) Global Base Foundation Design Loads Horizontal (kip)Load Case Moment (k-ft) DL + WL DL + WL + IL 28,255.50 1,203.77 142.99 142.99 200.32 8.61 Uplift (kip) Individual Base Foundation Design Loads Horizontal (kip)Vertical (kip) 808.93 116.43953.96 3/1/2021 11:29:10 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Analysis Parameters Height (ft): Bottom Face Width (ft):36.00 Top Face Width (ft):6.00 Shape:Triangle Tower Type:Self Support 300 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-H Tower Manufacturer:Sabre St. Lucie County, FL Anchor Bolt Detail Type c 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 30 mph 60 mph Risk Category: Exposure Category:C II Method 1Topographic Factor Procedure: HMSL:23.00 ft Seismic Parameters (sec):8 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.054 :d1S 0.045 :1S p:1.3 0.84Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.030 :0.030TL a :S : ds : V :CS CS CS0.051 0.028 Load Cases 1.2D + 1.0W Normal 151.075317382813 mph Normal with No Ice 1.2D + 1.0W 60 deg 151.075317382813 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 151.075317382813 mph 90 degree with No Ice 1.2D + 1.0W 120 deg 151.075317382813 mph 120 degree with No Ice 1.2D + 1.0W 180 deg 151.075317382813 mph 180 degree with No Ice 1.2D + 1.0W 210 deg 151.075317382813 mph 210 degree with No Ice 1.2D + 1.0W 240 deg 151.075317382813 mph 240 degree with No Ice 1.2D + 1.0W 300 deg 151.075317382813 mph 300 degree with No Ice 1.2D + 1.0W 330 deg 151.075317382813 mph 330 degree with No Ice 0.9D + 1.0W Normal 151.075317382813 mph Normal with No Ice (Reduced DL) 0.9D + 1.0W 60 deg 151.075317382813 mph 60 deg with No Ice (Reduced DL) 0.9D + 1.0W 90 deg 151.075317382813 mph 90 deg with No Ice (Reduced DL) 0.9D + 1.0W 120 deg 151.075317382813 mph 120 deg with No Ice (Reduced DL) 0.9D + 1.0W 180 deg 151.075317382813 mph 180 deg with No Ice (Reduced DL) 0.9D + 1.0W 210 deg 151.075317382813 mph 210 deg with No Ice (Reduced DL) 0.9D + 1.0W 240 deg 151.075317382813 mph 240 deg with No Ice (Reduced DL) 0.9D + 1.0W 300 deg 151.075317382813 mph 300 deg with No Ice (Reduced DL) 0.9D + 1.0W 330 deg 151.075317382813 mph 330 deg with No Ice (Reduced DL) Page 1 3/1/2021 11:29:10 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Analysis Parameters 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.00 in Radial Ice 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 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) Normal 0.9D - 1.0Ev + 1.0Eh 60 deg Seismic (Reduced DL) 60 deg 0.9D - 1.0Ev + 1.0Eh 90 deg Seismic (Reduced DL) 90 deg 0.9D - 1.0Ev + 1.0Eh 120 deg Seismic (Reduced DL) 120 deg 0.9D - 1.0Ev + 1.0Eh 180 deg Seismic (Reduced DL) 180 deg 0.9D - 1.0Ev + 1.0Eh 210 deg Seismic (Reduced DL) 210 deg 0.9D - 1.0Ev + 1.0Eh 240 deg Seismic (Reduced DL) 240 deg 0.9D - 1.0Ev + 1.0Eh 300 deg Seismic (Reduced DL) 300 deg 0.9D - 1.0Ev + 1.0Eh 330 deg Seismic (Reduced DL) 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 3/1/2021 11:29:11 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Tower Loading (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 295.0 CSS DBC-7CAP 6 3 0.6 0.80 0.50 0.00.6 10.4 1.9 0.0 78.87 98 24 295.0 Flat Light Sector 3 400 17.9 0.80 0.75 0.00.0 0.0 0.0 0.0 78.87 2160 1440 295.0 JMA Wireless 2 46 9.5 0.80 0.67 0.06.0 14.6 7.3 0.0 78.87 686 111 295.0 JMA Wireless 4 56 11.8 0.80 0.67 0.06.0 18.8 10.2 0.0 78.87 1701 270 275.0 Amphenol Antel 9 31 10.9 0.80 0.68 0.08.0 11.2 5.9 0.0 77.71 3528 335 275.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 77.71 1782 1440 191.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 71.97 1328 1080 187.0 Commscope FFV4-3 132 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 71.65 1944 474 187.0 Ericsson 4424 B25 3 86 2.1 0.80 0.67 0.01.4 14.4 11.3 0.0 71.65 201 310 187.0 Ericsson Radio 4449 3 75 1.6 0.80 0.50 0.01.3 13.2 10.5 0.0 71.65 121 270 187.0 Ericsson RRUS 4415 3 46 1.8 0.80 0.50 0.01.4 13.4 5.9 0.0 71.65 135 166 180.0 Commscope 3 33 7.0 0.80 0.65 0.05.3 12.0 4.6 0.0 71.08 659 120 180.0 Ericsson 800MHz 3 10 0.4 0.80 0.50 0.00.4 11.0 4.5 0.0 71.08 31 36 180.0 Ericsson RRUS 31 3 56 1.6 0.80 0.50 0.01.4 11.8 9.3 0.0 71.08 118 202 180.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 71.08 245 194 180.0 Ericsson RRUS82 w/ 3 62 3.0 0.80 0.67 0.02.0 15.0 7.0 0.0 71.08 289 224 180.0 Nokia NSN FFHS 1 17 1.1 0.80 0.50 0.01.0 10.8 2.9 0.0 71.08 26 21 180.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 71.08 25 11 180.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 71.08 803 180 180.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 71.08 1311 1080 135.0 Andrew Microwaves 1 359 40.3 1.00 0.98 1.06.4 76.5 60.8 2247.6 67.00 2248 431 120.0 Andrew Microwaves 2 359 40.3 1.00 0.90 2.06.4 76.5 60.8 8070.0 65.49 4035 862 111.0 Andrew Microwaves 1 359 40.3 1.00 0.98 0.06.4 76.5 60.8 0.0 64.20 2154 431 110.0 Andrew UHX6-59/L 1 320 41.3 1.00 0.64 -3.06.5 77.5 0.0 4296.9 63.70 1432 384 109.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 63.95 2189 431 96.00 Andrew Microwaves 1 359 40.3 1.00 0.78 0.06.4 76.5 60.8 0.0 62.27 1662 431 Totals 80 9129 794.8 1095530911 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 0.9D + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 295.0 CSS DBC-7CAP 6 3 0.6 0.80 0.50 0.00.6 10.4 1.9 0.0 78.87 98 18 295.0 Flat Light Sector 3 400 17.9 0.80 0.75 0.00.0 0.0 0.0 0.0 78.87 2160 1080 295.0 JMA Wireless 2 46 9.5 0.80 0.67 0.06.0 14.6 7.3 0.0 78.87 686 83 295.0 JMA Wireless 4 56 11.8 0.80 0.67 0.06.0 18.8 10.2 0.0 78.87 1701 202 275.0 Amphenol Antel 9 31 10.9 0.80 0.68 0.08.0 11.2 5.9 0.0 77.71 3528 251 275.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 77.71 1782 1080 191.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 71.97 1328 810 187.0 Commscope FFV4-3 132 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 71.65 1944 356 187.0 Ericsson 4424 B25 3 86 2.1 0.80 0.67 0.01.4 14.4 11.3 0.0 71.65 201 232 187.0 Ericsson Radio 4449 3 75 1.6 0.80 0.50 0.01.3 13.2 10.5 0.0 71.65 121 203 187.0 Ericsson RRUS 4415 3 46 1.8 0.80 0.50 0.01.4 13.4 5.9 0.0 71.65 135 124 180.0 Commscope 3 33 7.0 0.80 0.65 0.05.3 12.0 4.6 0.0 71.08 659 90 180.0 Ericsson 800MHz 3 10 0.4 0.80 0.50 0.00.4 11.0 4.5 0.0 71.08 31 27 180.0 Ericsson RRUS 31 3 56 1.6 0.80 0.50 0.01.4 11.8 9.3 0.0 71.08 118 151 180.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 71.08 245 146 180.0 Ericsson RRUS82 w/ 3 62 3.0 0.80 0.67 0.02.0 15.0 7.0 0.0 71.08 289 168 180.0 Nokia NSN FFHS 1 17 1.1 0.80 0.50 0.01.0 10.8 2.9 0.0 71.08 26 16 180.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 71.08 25 8 180.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 71.08 803 135 180.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 71.08 1311 810 Page 3 3/1/2021 11:29:11 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Tower Loading 135.0 Andrew Microwaves 1 359 40.3 1.00 0.98 1.06.4 76.5 60.8 2247.6 67.00 2248 323 120.0 Andrew Microwaves 2 359 40.3 1.00 0.90 2.06.4 76.5 60.8 8070.0 65.49 4035 646 111.0 Andrew Microwaves 1 359 40.3 1.00 0.98 0.06.4 76.5 60.8 0.0 64.20 2154 323 110.0 Andrew UHX6-59/L 1 320 41.3 1.00 0.64 -3.06.5 77.5 0.0 4296.9 63.70 1432 288 109.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 63.95 2189 323 96.00 Andrew Microwaves 1 359 40.3 1.00 0.78 0.06.4 76.5 60.8 0.0 62.27 1662 323 Totals 80 9129 794.8 821630911 (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) F a Pa 295.0 CSS DBC-7CAP 6 0.8030.6 0.50 0.00.6 10.4 1.9 0.0 3.11 4 24 295.0 Flat Light Sector 3 0.8040017.9 0.75 0.00.0 0.0 0.0 0.0 3.11 85 1440 295.0 JMA Wireless 2 0.80469.5 0.67 0.06.0 14.6 7.3 0.0 3.11 27 111 295.0 JMA Wireless 4 0.805611.8 0.67 0.06.0 18.8 10.2 0.0 3.11 67 270 275.0 Amphenol Antel 9 0.803110.9 0.68 0.08.0 11.2 5.9 0.0 3.06 139 335 275.0 Flat Light Sector 3 0.7540017.9 0.67 0.00.0 0.0 0.0 0.0 3.06 70 1440 191.0 Round Sector 3 0.7530014.4 0.67 0.00.0 0.0 0.0 0.0 2.84 52 1080 187.0 Commscope FFV4-3 0.8013221.1 0.63 0.08.0 25.2 9.3 0.0 2.83 77 474 187.0 Ericsson 4424 B25 3 0.80862.1 0.67 0.01.4 14.4 11.3 0.0 2.83 8 310 187.0 Ericsson Radio 4449 3 0.80751.6 0.50 0.01.3 13.2 10.5 0.0 2.83 5 270 187.0 Ericsson RRUS 4415 3 0.80461.8 0.50 0.01.4 13.4 5.9 0.0 2.83 5 166 180.0 Commscope 3 0.80337.0 0.65 0.05.3 12.0 4.6 0.0 2.80 26 120 180.0 Ericsson 800MHz 3 0.80100.4 0.50 0.00.4 11.0 4.5 0.0 2.80 1 36 180.0 Ericsson RRUS 31 3 0.80561.6 0.50 0.01.4 11.8 9.3 0.0 2.80 5 202 180.0 Ericsson RRUS-11 3 0.80542.5 0.67 0.01.4 17.8 9.2 0.0 2.80 10 194 180.0 Ericsson RRUS82 w/ 3 0.80623.0 0.67 0.02.0 15.0 7.0 0.0 2.80 11 224 180.0 Nokia NSN FFHS 1 0.80171.1 0.50 0.01.0 10.8 2.9 0.0 2.80 1 21 180.0 RFS ACU-A20-N 9 0.8010.1 0.50 0.00.3 2.0 3.5 0.0 2.80 1 11 180.0 RFS APXV9ERR18-C 3 0.80508.0 0.69 0.06.0 11.8 7.0 0.0 2.80 32 180 180.0 Round Sector 3 0.7530014.4 0.67 0.00.0 0.0 0.0 0.0 2.80 52 1080 135.0 Andrew Microwaves 1 1.0035940.3 0.98 1.06.4 76.5 60.8 88.6 2.64 89 431 120.0 Andrew Microwaves 2 1.0035940.3 0.90 2.06.4 76.5 60.8 318.2 2.58 159 862 111.0 Andrew Microwaves 1 1.0035940.3 0.98 0.06.4 76.5 60.8 0.0 2.53 85 431 110.0 Andrew UHX6-59/L 1 1.0032041.3 0.64 -3.06.5 77.5 0.0 169.4 2.51 56 384 109.0 Andrew Microwaves 1 1.0035940.3 1.00 0.06.4 76.5 60.8 0.0 2.52 86 431 96.00 Andrew Microwaves 1 1.0035940.3 0.78 0.06.4 76.5 60.8 0.0 2.46 66 431 Totals 80 9129 794.8 109551219 (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) F a Pa 295.0 CSS DBC-7CAP 6 3 0.6 0.80 0.50 0.00.6 10.4 1.9 0.0 12.44 15 20 295.0 Flat Light Sector 3 400 17.9 0.80 0.75 0.00.0 0.0 0.0 0.0 12.44 341 1200 295.0 JMA Wireless 2 46 9.5 0.80 0.67 0.06.0 14.6 7.3 0.0 12.44 108 92 295.0 JMA Wireless 4 56 11.8 0.80 0.67 0.06.0 18.8 10.2 0.0 12.44 268 225 275.0 Amphenol Antel 9 31 10.9 0.80 0.68 0.08.0 11.2 5.9 0.0 12.26 557 279 275.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 12.26 281 1200 191.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 11.35 209 900 187.0 Commscope FFV4-3 132 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 11.30 307 395 187.0 Ericsson 4424 B25 3 86 2.1 0.80 0.67 0.01.4 14.4 11.3 0.0 11.30 32 258 187.0 Ericsson Radio 4449 3 75 1.6 0.80 0.50 0.01.3 13.2 10.5 0.0 11.30 19 225 Page 4 3/1/2021 11:29:11 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Tower Loading 187.0 Ericsson RRUS 4415 3 46 1.8 0.80 0.50 0.01.4 13.4 5.9 0.0 11.30 21 138 180.0 Commscope 3 33 7.0 0.80 0.65 0.05.3 12.0 4.6 0.0 11.21 104 100 180.0 Ericsson 800MHz 3 10 0.4 0.80 0.50 0.00.4 11.0 4.5 0.0 11.21 5 30 180.0 Ericsson RRUS 31 3 56 1.6 0.80 0.50 0.01.4 11.8 9.3 0.0 11.21 19 168 180.0 Ericsson RRUS-11 3 54 2.5 0.80 0.67 0.01.4 17.8 9.2 0.0 11.21 39 162 180.0 Ericsson RRUS82 w/ 3 62 3.0 0.80 0.67 0.02.0 15.0 7.0 0.0 11.21 46 186 180.0 Nokia NSN FFHS 1 17 1.1 0.80 0.50 0.01.0 10.8 2.9 0.0 11.21 4 17 180.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 11.21 4 9 180.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 11.21 127 150 180.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 11.21 207 900 135.0 Andrew Microwaves 1 359 40.3 1.00 0.98 1.06.4 76.5 60.8 354.5 10.57 355 359 120.0 Andrew Microwaves 2 359 40.3 1.00 0.90 2.06.4 76.5 60.8 1272.9 10.33 636 718 111.0 Andrew Microwaves 1 359 40.3 1.00 0.98 0.06.4 76.5 60.8 0.0 10.13 340 359 110.0 Andrew UHX6-59/L 1 320 41.3 1.00 0.64 -3.06.5 77.5 0.0 677.8 10.05 226 320 109.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 10.09 345 359 96.00 Andrew Microwaves 1 359 40.3 1.00 0.78 0.06.4 76.5 60.8 0.0 9.82 262 359 Totals 80 9129 794.8 91294876 Page 5 3/1/2021 11:29:11 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Tower Loading Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 0.00 300.0 Climbing Ladder 1 1.50 6.90 2 Individual100 0.00 1.00 1.00 0.00N 0.00 300.0 Waveguide 1 1.50 6.00 2 Individual100 0.00 1.00 1.00 0.00N 0.00 295.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N 0.00 294.0 Waveguide 1 1.50 6.00 3 Individual100 0.00 1.00 1.00 0.00N 0.00 275.0 1 5/8" Coax 9 1.98 0.82 2 Individual100 0.00 1.00 1.00 0.00N 0.00 275.0 Waveguide 1 1.50 6.00 2 Individual100 0.00 1.00 1.00 0.00N 0.00 191.0 Waveguide 1 1.50 6.00 2 Individual100 0.00 1.00 1.00 0.00N 0.00 187.0 1.99" (50.7mm) 3 1.99 1.90 None Individual100 0.00 1.00 1.00 0.00N 0.00 180.0 1 1/4" Hybriflex 3 1.54 1.00 1 Block67 0.00 1.00 1.00 0.00N 0.00 180.0 Waveguide 1 1.50 6.00 1 Individual100 0.00 1.00 1.00 0.00N 0.00 135.0 EW52 2 2.25 0.59 3 Individual100 0.00 1.00 1.00 0.00N 0.00 120.0 EW52 4 2.25 0.59 3 Individual100 0.00 1.00 1.00 0.00N 0.00 111.0 EW52 2 2.25 0.59 3 Individual100 0.00 1.00 1.00 0.00N 0.00 110.0 EW52 2 2.25 0.59 None Individual100 0.00 1.00 1.00 0.00N 0.00 109.0 EW52 1 2.25 0.59 None Individual100 0.00 1.00 1.00 0.00N 0.00 96.00 EW52 2 2.25 0.59 3 Individual100 0.00 1.00 1.00 0.00N Page 6 3/1/2021 11:29:12 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Equivalent Lateral Force Method Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.05 0.03 8 1.00 1.60 2.40 3.00 0.05 0.04 0.03 0.03 0.03 1.30 1.17 119.16 4.65 1 ): d1): k k 0.84 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 15 1,5410.033967,0211,273 152290.00 14 2,0250.0401,168,801,672 184270.00 13 2,8660.0511,511,732,367 238250.00 12 3,5980.0581,721,622,971 271230.00 11 4,7080.0692,025,413,888 319210.00 10 5,3760.0702,057,374,440 324190.00 9 8,1990.0932,754,736,771 434170.00 8 9,1690.0902,660,927,572 419150.00 7 9,2560.0772,272,167,644 358130.00 6 10,9930.0752,219,429,078 349110.00 5 12,1400.0661,938,1310,026 30590.00 4 12,7160.0511,513,0210,502 23870.00 3 14,9340.0411,198,6812,333 18950.00 2 17,6280.026778,38414,558 12330.00 1 18,0820.007220,82814,933 3510.00 CSS DBC-7CAP 240.00115,35020 2295.00 Flat Light Sector Frame 1,4530.032930,3121,200 146295.00 JMA Wireless X7CQAP-665-VR0 1120.00271,63492 11295.00 JMA Wireless X7CQAP-FRO-645-V (56.2 2720.006174,279225 27295.00 Amphenol Antel RWA-80017__25%3380.007199,243279 31275.00 Flat Light Sector Frames 1,4530.029856,9581,200 135275.00 Round Sector Frames 1,0900.014419,591900 66191.00 Commscope FFV4-65C-R3-V1 4790.006179,832395 28187.00 Page 7 3/1/2021 11:29:12 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Equivalent Lateral Force Method Ericsson 4424 B25 3120.004117,341258 18187.00 Ericsson Radio 4449 B71 B85A 2720.003102,332225 16187.00 Ericsson RRUS 4415 B25 1670.00262,764138 10187.00 Commscope TTTT65AP-1XR (33.3 lb)1210.00143,452100 7180.00 Ericsson 800MHz SMR Filter 360.00013,04930 2180.00 Ericsson RRUS 31 B25 2040.00273,203168 12180.00 Ericsson RRUS-11 800 MHz 1960.00270,463162 11180.00 Ericsson RRUS82 w/ Solarshield 2260.00381,032186 13180.00 Nokia NSN FFHS 210.0007,56817 1180.00 RFS ACU-A20-N 110.0003,9159 1180.00 RFS APXV9ERR18-C 1820.00265,243150 10180.00 Round Sector Frames 1,0900.013391,461900 62180.00 Andrew Microwaves UHX6-59W 4350.004111,526359 18135.00 Andrew Microwaves UHX6-59W 8690.007194,339718 31120.00 Andrew Microwaves UHX6-59W 4350.00388,699359 14111.00 Andrew UHX6-59/L 3870.00378,231320 12110.00 Andrew Microwaves UHX6-59W 4350.00386,832359 14109.00 Andrew Microwaves UHX6-59W 4350.00374,844359 1296.00 119,159 29,521,769 1.000 4,647 144,287 Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Height vx z 15 1,1310.033967,0211,273 152290.00 14 1,4870.0401,168,801,672 184270.00 13 2,1040.0511,511,732,367 238250.00 12 2,6420.0581,721,622,971 271230.00 11 3,4570.0692,025,413,888 319210.00 10 3,9480.0702,057,374,440 324190.00 9 6,0210.0932,754,736,771 434170.00 8 6,7330.0902,660,927,572 419150.00 7 6,7970.0772,272,167,644 358130.00 6 8,0720.0752,219,429,078 349110.00 5 8,9140.0661,938,1310,026 30590.00 4 9,3370.0511,513,0210,502 23870.00 3 10,9660.0411,198,6812,333 18950.00 2 12,9440.026778,38414,558 12330.00 1 13,2770.007220,82814,933 3510.00 CSS DBC-7CAP 180.00115,35020 2295.00 Flat Light Sector Frame 1,0670.032930,3121,200 146295.00 JMA Wireless X7CQAP-665-VR0 820.00271,63492 11295.00 JMA Wireless X7CQAP-FRO-645-V (56.2 2000.006174,279225 27295.00 Amphenol Antel RWA-80017__25%2480.007199,243279 31275.00 Flat Light Sector Frames 1,0670.029856,9581,200 135275.00 Round Sector Frames 8000.014419,591900 66191.00 Commscope FFV4-65C-R3-V1 3520.006179,832395 28187.00 Ericsson 4424 B25 2290.004117,341258 18187.00 Ericsson Radio 4449 B71 B85A 2000.003102,332225 16187.00 Ericsson RRUS 4415 B25 1230.00262,764138 10187.00 Commscope TTTT65AP-1XR (33.3 lb)890.00143,452100 7180.00 Ericsson 800MHz SMR Filter 270.00013,04930 2180.00 Ericsson RRUS 31 B25 1500.00273,203168 12180.00 Ericsson RRUS-11 800 MHz 1440.00270,463162 11180.00 Page 8 3/1/2021 11:29:12 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Equivalent Lateral Force Method Ericsson RRUS82 w/ Solarshield 1660.00381,032186 13180.00 Nokia NSN FFHS 150.0007,56817 1180.00 RFS ACU-A20-N 80.0003,9159 1180.00 RFS APXV9ERR18-C 1330.00265,243150 10180.00 Round Sector Frames 8000.013391,461900 62180.00 Andrew Microwaves UHX6-59W 3190.004111,526359 18135.00 Andrew Microwaves UHX6-59W 6380.007194,339718 31120.00 Andrew Microwaves UHX6-59W 3190.00388,699359 14111.00 Andrew UHX6-59/L 2850.00378,231320 12110.00 Andrew Microwaves UHX6-59W 3190.00386,832359 14109.00 Andrew Microwaves UHX6-59W 3190.00374,844359 1296.00 119,159 29,521,770 1.000 4,647 105,946 Page 9 3/1/2021 11:29:12 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):0.00Bot Elev (ft):1 K - MOD DIAG HORIZ LEG PX - 16" DIA PIPE DAE - 4X4X0.25 DAE - 3.5X3.5X0.375 -55.92 -35.09 -876.64 1.2D + 1.0W Normal 0.9D + 1.0W 90 deg 1.2D + 1.0W 90 deg 26.91 16.93 20.04 25 50 24 48 50 25 25 11.0 50.0 1,083.9 0 1 0.00 0.00 80 Member X Bolt Bear Bolt Shear56125.2899.4024108.8536.0111.612 25 85.4 35.7 106.99 4 2 99.40 83.52 42 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 16" DIA PIPE DAE - 4X4X0.25 DAE - 3.5X3.5X0.375 53.53 35.56 744.40 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 0.9D + 1.0W 90 deg 36 36 50 65 58 58 142.27 0 4 4 1,093.5 113.33 1 2 2 99.40 99.40 0.00 0.00 70.54 105.81 69 69 68 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 51.48 77.22 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 873.14 1.2D + 1.0W Normal 0.00 0 741.58 0.9D + 1.0W 180 deg 0.00 0 957.22 1.2D + 1.0W Normal 1498.93 70 815.11 0.9D + 1.0W 180 deg 1461.46 32 0 12 2.0" GR50 Num Section:20.000Height (ft):20.00Bot Elev (ft):2 K - MOD DIAG HORIZ LEG PX - 16" DIA PIPE DAE - 4X4X0.25 DAE - 3.5X3.5X0.375 -58.93 -34.44 -791.46 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 26.21 15.85 20.04 25 50 24 48 50 25 25 11.0 50.0 1,083.9 0 1 0.00 0.00 73 Member X Bolt Bear Bolt Shear59125.2899.4024112.4736.0108.712 25 80.0 35.7 110.87 4 2 99.40 83.52 41 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 16" DIA PIPE DAE - 4X4X0.25 DAE - 3.5X3.5X0.375 55.07 34.81 674.21 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 142.27 0 4 4 1,093.5 113.33 1 2 2 99.40 99.40 0.00 0.00 70.54 105.81 71 67 61 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 51.48 77.22 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 788.09 1.2D + 1.0W Normal 0.00 0 671.48 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 741.58 0.9D + 1.0W 180 deg 1349.04 55 0 8 2" A449 Num Page 10 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):40.00Bot Elev (ft):3 K - MOD DIAG HORIZ LEG PX - 14" DIA PIPE DAE - 3.5X3.5X0.25 DAE - 3.5X3.5X0.375 -57.89 -32.79 -704.94 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 25.53 14.78 20.04 25 50 24 48 50 25 25 12.6 50.0 943.03 0 1 0.00 0.00 74 Member X Bolt Bear Bolt Shear58125.2899.4024115.8736.0105.912 25 84.8 36.0 94.14 4 2 99.40 83.52 39 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 14" DIA PIPE DAE - 3.5X3.5X0.25 DAE - 3.5X3.5X0.375 55.08 32.51 603.30 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 0.9D + 1.0W 90 deg 36 36 50 65 58 58 142.27 0 4 4 954.00 97.02 1 2 2 99.40 99.40 0.00 0.00 70.54 105.81 71 63 63 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 51.48 77.22 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 701.82 1.2D + 1.0W Normal 0.00 0 600.77 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 671.48 0.9D + 1.0W 180 deg 1025.71 65 0 8 1.75" A449 Num Section:20.000Height (ft):60.00Bot Elev (ft):4 K - MOD DIAG HORIZ LEG PX - 12" DIA PIPE DAE - 3.5X3.5X0.25 DAE - 3.5X3.5X0.25 -55.90 -30.14 -619.87 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 24.88 13.71 20.04 25 50 24 48 50 25 25 13.9 50.0 851.91 0 1 0.00 0.00 72 Member X Bolt Bear Member Y6983.5299.402480.4036.0103.912 25 78.7 36.0 97.99 4 2 99.40 83.52 36 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 12" DIA PIPE DAE - 3.5X3.5X0.25 DAE - 3.5X3.5X0.25 53.57 30.11 532.16 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 0.9D + 1.0W 90 deg 36 36 50 65 58 58 97.02 0 4 4 864.00 97.02 1 2 2 99.40 99.40 0.00 0.00 70.54 70.54 104 58 61 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 51.48 51.48 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 616.98 1.2D + 1.0W Normal 0.00 0 529.87 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 600.77 0.9D + 1.0W 180 deg 769.28 78 0 6 1.75" A449 Num Page 11 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):80.00Bot Elev (ft):5 K - MOD DIAG HORIZ LEG PX - 12" DIA PIPE DAE - 3X3X0.25 DAE - 3.5X3.5X0.25 -55.33 -28.49 -534.08 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 24.25 12.64 20.04 25 50 24 48 50 25 25 13.9 50.0 851.91 0 1 0.00 0.00 62 Member X Member Y Member Y6783.5299.402482.4436.0101.312 25 84.2 36.0 80.59 4 2 99.40 83.52 35 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 12" DIA PIPE DAE - 3X3X0.25 DAE - 3.5X3.5X0.25 53.17 27.99 459.27 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 0.9D + 1.0W 90 deg 36 36 50 65 58 58 97.02 0 4 4 864.00 80.71 1 2 2 99.40 99.40 0.00 0.00 70.54 70.54 103 60 53 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 46.04 51.48 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 531.37 1.2D + 1.0W Normal 0.00 0 457.10 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 529.87 0.9D + 1.0W 180 deg 769.28 69 0 6 1.75" A449 Num Section:20.000Height (ft):100.0Bot Elev (ft):6 X - MOD DIAG HORIZ LEG PX - 10" DIA PIPE DAE - 3X3X0.25 -26.13 0.00 -519.38 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 25.80 0.000 6.68 100 0 48 48 0 100 100 22.1 50.0 699.13 0 0 0.00 0.00 74 Member X Member X8083.5299.402432.2736.0159.812 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 10" DIA PIPE DAE - 3X3X0.25 25.65 0.00 449.31 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 80.71 0 0 4 724.50 0.00 0 0 2 99.40 0.00 0.00 0.00 0.00 70.54 55 0 62 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 46.04 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 455.41 1.2D + 1.0W Normal 0.00 0 394.83 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 457.10 0.9D + 1.0W 180 deg 769.28 59 0 6 1.75" A449 Num Page 12 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):120.0Bot Elev (ft):7 X DIAG HORIZ LEG PX - 10" DIA PIPE DAE - 3X3X0.1875 -20.99 0.00 -445.04 1.2D + 1.0W Normal 1.2D + 1.0W 330 deg 23.74 0.000 6.68 100 0 48 48 0 100 100 22.1 50.0 699.13 0 0 0.00 0.00 63 Member X Member Y7762.6499.402427.1536.0151.624 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 10" DIA PIPE DAE - 3X3X0.1875 20.79 0.00 387.58 0.9D + 1.0W 60 deg 1.2D + 1.0W 210 deg 36 0 50 65 0 58 61.18 0 0 4 724.50 0.00 0 0 2 99.40 0.00 0.00 0.00 0.00 52.90 60 0 53 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 34.53 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 388.42 1.2D + 1.0W 120 deg 0.00 0 338.99 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 394.83 0.9D + 1.0W 180 deg 769.28 51 0 6 1.75" A449 Num Section:20.000Height (ft):140.0Bot Elev (ft):8 X DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 4X4X0.375 -18.61 0.00 -378.38 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 21.69 0.000 6.68 100 0 50 50 0 100 100 27.8 50.0 544.29 0 0 0.00 0.00 69 Member X Bolt Shear7431.3224.851129.3236.0167.150 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 4X4X0.375 18.47 0.00 331.48 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 83.37 0 0 1 576.00 0.00 0 0 1 24.85 0.00 0.00 0.00 0.00 21.58 85 0 57 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 24.94 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 323.79 1.2D + 1.0W Normal 0.00 0 284.13 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 338.99 0.9D + 1.0W 60 deg 623.64 54 0 6 1.375" A325 Num Page 13 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):160.0Bot Elev (ft):9 X DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 3.5X3.5X0.375 -16.19 0.00 -314.12 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 19.66 0.000 6.68 100 0 50 50 0 100 100 27.8 50.0 544.29 0 0 0.00 0.00 57 Member X Member Z6731.3224.851124.0636.0171.850 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 3.5X3.5X0.375 16.03 0.00 276.90 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 70.97 0 0 1 576.00 0.00 0 0 1 24.85 0.00 0.00 0.00 0.00 21.58 74 0 48 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 24.94 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 261.32 1.2D + 1.0W Normal 0.00 0 230.49 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 284.13 0.9D + 1.0W 180 deg 623.64 46 0 6 1.375" A325 Num Section:20.000Height (ft):180.0Bot Elev (ft):10 X DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5X3.5X0.25 -13.06 0.00 -251.69 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 17.66 0.000 6.68 100 0 50 50 0 100 100 27.3 50.0 358.01 0 0 0.00 0.00 70 Member X Member Z6420.8824.851120.3836.0154.150 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5X3.5X0.25 12.86 0.00 224.29 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 48.51 0 0 1 378.00 0.00 0 0 1 24.85 0.00 0.00 0.00 0.00 14.39 89 0 59 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 16.63 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 207.92 1.2D + 1.0W Normal 0.00 0 186.65 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 230.49 0.9D + 1.0W 180 deg 623.64 37 0 6 1.375" A325 Num Page 14 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):200.0Bot Elev (ft):11 X DIAG HORIZ LEG PX - 6" DIA PIPE SAE - 3X3X0.25 -9.91 0.00 -200.41 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 15.70 0.000 6.68 100 0 50 50 0 100 100 36.5 50.0 342.89 0 0 0.00 0.00 58 Member X Member Z6020.8824.851116.2736.0159.150 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 6" DIA PIPE SAE - 3X3X0.25 9.78 0.00 179.51 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 40.35 0 0 1 378.00 0.00 0 0 1 24.85 0.00 0.00 0.00 0.00 14.39 70 0 47 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 13.91 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 160.65 1.2D + 1.0W Normal 0.00 0 145.19 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 186.65 0.9D + 1.0W 180 deg 623.64 30 0 6 1.375" A325 Num Section:20.000Height (ft):220.0Bot Elev (ft):12 X DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3X3X0.1875 -8.61 0.00 -153.11 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 13.79 0.000 6.68 100 0 50 50 0 100 100 43.6 50.0 238.94 0 0 0.00 0.00 64 Member X Bolt Bear 5515.6624.851116.1936.0138.850 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3X3X0.1875 8.47 0.00 138.19 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 30.59 0 0 1 274.50 0.00 0 0 1 24.85 0.00 0.00 0.00 0.00 10.79 81 0 50 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 10.43 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 114.41 1.2D + 1.0W Normal 0.00 0 103.79 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 145.19 0.9D + 1.0W 180 deg 348.88 42 0 4 1.25" A325 Num Page 15 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):240.0Bot Elev (ft):13 X DIAG HORIZ LEG PX - 3-1/2" DIA PIPE SAE - 2.5X2.5X0.1875 -6.86 0.00 -108.99 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 11.19 0.000 5.01 100 0 50 50 0 100 100 45.9 50.0 141.97 0 0 0.00 0.00 76 Member X Bolt Bear 5213.0517.261114.0136.0135.750 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 3-1/2" DIA PIPE SAE - 2.5X2.5X0.1875 6.78 0.00 99.37 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 25.22 0 0 1 165.60 0.00 0 0 1 17.26 0.00 0.00 0.00 0.00 8.94 75 0 60 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 9.29 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 69.09 1.2D + 1.0W Normal 0.00 0 62.39 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 103.79 0.9D + 1.0W 180 deg 348.88 30 0 4 1.25" A325 Num Section:20.000Height (ft):260.0Bot Elev (ft):14 X DIAG HORIZ LEG PST - 3" DIA PIPE SAE - 1.75X1.75X0.18 -5.89 0.00 -63.45 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 9.328 0.000 5.01 100 0 47 47 0 100 100 51.8 50.0 82.46 0 0 0.00 0.00 76 Member X Member Z7713.0517.26117.5636.0153.447 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 PST - 3" DIA PIPE SAE - 1.75X1.75X0.18 5.82 0.00 57.41 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 16.05 0 0 1 100.35 0.00 0 0 1 17.26 0.00 0.00 0.00 0.00 8.94 93 0 57 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 6.23 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 25.53 1.2D + 1.0W Normal 0.00 0 22.53 0.9D + 1.0W 180 deg 0.00 0 0.00 0.00 0 62.39 0.9D + 1.0W 180 deg 218.07 29 0 4 1 A325 Num Page 16 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Force/Stress Summary Section:20.000Height (ft):280.0Bot Elev (ft):15 X DIAG HORIZ LEG PST - 2-1/2" DIA PIP SAE - 1.75X1.75X0.18 SAE - 1.75X1.75X0.18 -3.91 -0.47 -20.87 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 7.810 6.000 5.00 100 100 50 50 100 100 100 63.4 50.0 57.18 0 0 0.00 0.00 36 Member X Member Z Member Z4113.0517.26119.5236.0136.650 100 209.9 36.0 4.03 1 1 17.26 13.05 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 PST - 2-1/2" DIA PIP SAE - 1.75X1.75X0.18 SAE - 1.75X1.75X0.18 3.84 0.45 18.17 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 16.05 0 1 1 76.68 16.05 0 1 1 17.26 17.26 0.00 0.00 8.94 8.94 61 7 23 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 6.23 6.23 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.28 1.2D + 1.0Ev + 1.0Eh 0.00 0 0.00 0.00 0 0.00 0.00 0 22.53 0.9D + 1.0W 180 deg 120.41 19 0 4 0.75" A325 Num Page 17 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 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 0.00 953.96 -116.43020.78 00.00 1a 36.30 -405.48 -41.9412020.78 00.00 1b -36.30 -405.48 -41.9424020.78 00.00 1.2D + 1.0W 60 deg 1 -15.81 470.34 -56.32020.78 00.00 1a -56.68 470.05 14.4712020.78 00.00 1b -87.34 -797.41 -50.4224020.78 00.00 1.2D + 1.0W 90 deg 1 -19.08 47.67 -4.34020.78 00.00 1a -87.63 792.55 40.0012020.78 00.00 1b -81.58 -697.22 -35.6624020.78 00.00 1.2D + 1.0W 120 deg 1 -18.02 -405.31 52.22020.78 00.00 1a -100.51 953.32 58.0312020.78 00.00 1b -54.23 -405.02 -10.5124020.78 00.00 1.2D + 1.0W 180 deg 1 0.00 -797.70 100.85020.78 00.00 1a -40.87 470.34 41.8512020.78 00.00 1b 40.87 470.34 41.8524020.78 00.00 1.2D + 1.0W 210 deg 1 9.91 -697.56 88.48020.78 00.00 1a 5.78 47.84 18.7012020.78 00.00 1b 78.46 792.71 55.8924020.78 00.00 1.2D + 1.0W 240 deg 1 18.02 -405.31 52.22020.78 00.00 1a 54.23 -405.02 -10.5112020.78 00.00 1b 100.51 953.32 58.0324020.78 00.00 1.2D + 1.0W 300 deg 1 15.81 470.34 -56.32020.78 00.00 1a 87.34 -797.41 -50.4212020.78 00.00 1b 56.68 470.05 14.4724020.78 00.00 1.2D + 1.0W 330 deg 1 9.17 792.88 -95.89020.78 00.00 1a 71.67 -697.39 -52.8212020.78 00.00 1b 13.30 47.50 -14.3524020.78 00.00 0.9D + 1.0W Normal 1 0.00 940.97 -114.97020.78 00.00 1a 37.13 -416.86 -42.2512020.78 00.00 1b -37.13 -416.86 -42.2524020.78 00.00 0.9D + 1.0W 60 deg 1 -15.83 458.09 -55.24020.78 00.00 1a -55.75 457.80 13.9112020.78 00.00 1b -88.25 -808.64 -50.9524020.78 00.00 0.9D + 1.0W 90 deg 1 -19.10 35.75 -3.27020.78 00.00 1a -86.69 780.03 39.4512020.78 00.00 1b -82.50 -708.54 -36.1824020.78 00.00 0.9D + 1.0W 120 deg 1 -18.03 -416.86 53.29020.78 00.00 1a -99.56 940.68 57.4812020.78 00.00 1b -55.16 -416.57 -11.0324020.78 00.00 0.9D + 1.0W 180 deg 1 0.00 -808.93 101.91020.78 00.00 1a -39.93 458.09 41.3312020.78 00.00 1b 39.93 458.09 41.3324020.78 00.00 0.9D + 1.0W 210 deg 1 9.92 -708.88 89.54020.78 00.00 1a 6.72 35.92 18.1812020.78 00.00 Page 18 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 1b 77.51 780.20 55.3524020.78 00.00 0.9D + 1.0W 240 deg 1 18.03 -416.86 53.29020.78 00.00 1a 55.16 -416.57 -11.0312020.78 00.00 1b 99.56 940.68 57.4824020.78 00.00 0.9D + 1.0W 300 deg 1 15.83 458.09 -55.24020.78 00.00 1a 88.25 -808.64 -50.9512020.78 00.00 1b 55.75 457.80 13.9124020.78 00.00 0.9D + 1.0W 330 deg 1 9.18 780.37 -94.80020.78 00.00 1a 72.58 -708.71 -53.3512020.78 00.00 1b 12.38 35.58 -14.9124020.78 00.00 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 86.27 -8.69020.78 00.00 1a -1.60 28.36 0.0412020.78 00.00 1b 1.60 28.36 0.0424020.78 00.00 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.71 65.79 -6.11020.78 00.00 1a -5.64 65.78 2.4412020.78 00.00 1b -0.61 11.42 -0.3524020.78 00.00 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.84 47.66 -3.84020.78 00.00 1a -6.99 79.56 3.5612020.78 00.00 1b -0.35 15.77 0.2824020.78 00.00 1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.77 28.36 -1.41020.78 00.00 1a -7.53 86.26 4.3512020.78 00.00 1b 0.84 28.37 1.3724020.78 00.00 1.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 11.41 0.70020.78 00.00 1a -4.93 65.79 3.6712020.78 00.00 1b 4.93 65.79 3.6724020.78 00.00 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.42 15.76 0.16020.78 00.00 1a -2.91 47.67 2.6412020.78 00.00 1b 6.58 79.57 4.2824020.78 00.00 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.77 28.36 -1.41020.78 00.00 1a -0.84 28.37 1.3712020.78 00.00 1b 7.53 86.26 4.3524020.78 00.00 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.71 65.79 -6.11020.78 00.00 1a 0.61 11.42 -0.3512020.78 00.00 1b 5.64 65.78 2.4424020.78 00.00 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.42 79.57 -7.83020.78 00.00 1a -0.07 15.76 -0.4412020.78 00.00 1b 3.74 47.66 1.1924020.78 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 71.64 -7.04020.78 00.00 1a -2.75 33.31 1.2112020.78 00.00 1b 2.75 33.31 1.2124020.78 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 -0.33 58.78 -5.68020.78 00.00 1a -5.08 58.78 2.5612020.78 00.00 1b 1.43 20.70 0.8324020.78 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 -0.38 46.09 -4.34020.78 00.00 1a -5.88 68.22 3.1812020.78 00.00 1b 1.64 23.96 1.1724020.78 00.00 1.2D + 1.0Ev + 1.0Eh 120 deg M1 1 -0.33 33.39 -3.00020.78 00.00 1a -6.08 71.47 3.5112020.78 00.00 1b 2.43 33.39 1.7824020.78 00.00 Page 19 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 1.2D + 1.0Ev + 1.0Eh 180 deg M1 1 0.00 20.53 -1.64020.78 00.00 1a -4.76 58.86 3.1312020.78 00.00 1b 4.76 58.86 3.1324020.78 00.00 1.2D + 1.0Ev + 1.0Eh 210 deg M1 1 0.19 24.10 -2.02020.78 00.00 1a -3.57 46.09 2.5012020.78 00.00 1b 5.68 68.07 3.5024020.78 00.00 1.2D + 1.0Ev + 1.0Eh 240 deg M1 1 0.33 33.39 -3.00020.78 00.00 1a -2.43 33.39 1.7812020.78 00.00 1b 6.08 71.47 3.5124020.78 00.00 1.2D + 1.0Ev + 1.0Eh 300 deg M1 1 0.33 58.78 -5.68020.78 00.00 1a -1.43 20.70 0.8312020.78 00.00 1b 5.08 58.78 2.5624020.78 00.00 1.2D + 1.0Ev + 1.0Eh 330 deg M1 1 0.19 68.07 -6.67020.78 00.00 1a -1.84 24.10 0.8412020.78 00.00 1b 3.95 46.09 1.8424020.78 00.00 0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 59.37 -5.88020.78 00.00 1a -1.76 21.07 0.6412020.78 00.00 1b 1.76 21.07 0.6424020.78 00.00 0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 -0.33 46.52 -4.53020.78 00.00 1a -4.09 46.52 1.9812020.78 00.00 1b 0.44 8.48 0.2524020.78 00.00 0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 -0.38 33.84 -3.19020.78 00.00 1a -4.88 55.95 2.6012020.78 00.00 1b 0.64 11.73 0.5924020.78 00.00 0.9D - 1.0Ev + 1.0Eh 120 deg M1 1 -0.33 21.16 -1.85020.78 00.00 1a -5.08 59.20 2.9412020.78 00.00 1b 1.43 21.16 1.2124020.78 00.00 0.9D - 1.0Ev + 1.0Eh 180 deg M1 1 0.00 8.31 -0.49020.78 00.00 1a -3.76 46.61 2.5512020.78 00.00 1b 3.76 46.61 2.5524020.78 00.00 0.9D - 1.0Ev + 1.0Eh 210 deg M1 1 0.19 11.88 -0.86020.78 00.00 1a -2.57 33.84 1.9212020.78 00.00 1b 4.68 55.80 2.9224020.78 00.00 0.9D - 1.0Ev + 1.0Eh 240 deg M1 1 0.33 21.16 -1.85020.78 00.00 1a -1.43 21.16 1.2112020.78 00.00 1b 5.08 59.20 2.9424020.78 00.00 0.9D - 1.0Ev + 1.0Eh 300 deg M1 1 0.33 46.52 -4.53020.78 00.00 1a -0.44 8.48 0.2512020.78 00.00 1b 4.09 46.52 1.9824020.78 00.00 0.9D - 1.0Ev + 1.0Eh 330 deg M1 1 0.19 55.80 -5.51020.78 00.00 1a -0.84 11.88 0.2712020.78 00.00 1b 2.95 33.84 1.2724020.78 00.00 1.0D + 1.0W Service Normal 1 0.00 185.87 -21.69020.78 00.00 1a 3.33 -33.35 -5.2012020.78 00.00 1b -3.33 -33.35 -5.2024020.78 00.00 1.0D + 1.0W Service 60 deg 1 -2.59 108.02 -11.99020.78 00.00 1a -11.68 107.98 3.7512020.78 00.00 1b -11.48 -96.84 -6.6324020.78 00.00 Page 20 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 1.0D + 1.0W Service 90 deg 1 -3.06 39.72 -3.59020.78 00.00 1a -16.72 160.04 7.8912020.78 00.00 1b -10.54 -80.60 -4.3124020.78 00.00 1.0D + 1.0W Service 120 deg 1 -2.83 -33.36 5.49020.78 00.00 1a -18.79 185.82 10.8512020.78 00.00 1b -6.17 -33.31 -0.2924020.78 00.00 1.0D + 1.0W Service 180 deg 1 0.00 -96.89 13.26020.78 00.00 1a -9.09 108.02 8.2412020.78 00.00 1b 9.09 108.02 8.2424020.78 00.00 1.0D + 1.0W Service 210 deg 1 1.54 -80.65 11.28020.78 00.00 1a -1.57 39.75 4.4512020.78 00.00 1b 15.19 160.06 10.5324020.78 00.00 1.0D + 1.0W Service 240 deg 1 2.83 -33.36 5.49020.78 00.00 1a 6.17 -33.31 -0.2912020.78 00.00 1b 18.79 185.82 10.8524020.78 00.00 1.0D + 1.0W Service 300 deg 1 2.59 108.02 -11.99020.78 00.00 1a 11.48 -96.84 -6.6312020.78 00.00 1b 11.68 107.98 3.7524020.78 00.00 1.0D + 1.0W Service 330 deg 1 1.52 160.09 -18.42020.78 00.00 1a 9.00 -80.62 -6.9812020.78 00.00 1b 4.64 39.69 -0.8624020.78 00.00 Max Uplift: Max Down: Max Shear: 808.93 (kip) 953.96 (kip) 116.43 (kip) Moment: Total Down: Total Shear: (kip-ft) (kip) (kip) 1,203.77 200.32 142.99 1.2D + 1.0W NormalMoment Ice: Total Down Ice: Total Shear Ice:8.61 142.99 28,255.50 (kip-ft) (kip) (kip) Page 21 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 151.075317382813 mph Normal with No Ice 0.355 0.3971100.00 0.0119 0.3971 151.075317382813 mph Normal with No Ice 0.404 0.4303106.67 0.0125 0.4303 151.075317382813 mph Normal with No Ice 0.455 0.4504113.33 0.0117 0.4505 151.075317382813 mph Normal with No Ice 0.509 0.4821120.00 0.0111 0.4822 151.075317382813 mph Normal with No Ice 0.627 0.5262133.33 0.0123 0.5263 151.075317382813 mph Normal with No Ice 1.114 0.6884180.00 0.0195 0.6884 151.075317382813 mph Normal with No Ice 1.197 0.7299186.67 0.0214 0.7299 151.075317382813 mph Normal with No Ice 1.284 0.7620193.33 0.0229 0.7623 151.075317382813 mph Normal with No Ice 2.734 1.3414275.00 0.0213 1.3416 151.075317382813 mph Normal with No Ice 3.220 1.4205295.00 0.0158 1.4206 151.075317382813 mph 60 degree with No Ice 0.331 0.3704100.00 -0.0258 0.3705 151.075317382813 mph 60 degree with No Ice 0.377 0.4055106.67 -0.0289 0.4056 151.075317382813 mph 60 degree with No Ice 0.425 0.4212113.33 -0.0316 0.4219 151.075317382813 mph 60 degree with No Ice 0.476 0.4439120.00 -0.0344 0.4446 151.075317382813 mph 60 degree with No Ice 0.586 0.4902133.33 -0.0375 0.4911 151.075317382813 mph 60 degree with No Ice 1.044 0.6473180.00 -0.0443 0.6475 151.075317382813 mph 60 degree with No Ice 1.122 0.6864186.67 -0.0460 0.6866 151.075317382813 mph 60 degree with No Ice 1.204 0.7160193.33 -0.0473 0.7170 151.075317382813 mph 60 degree with No Ice 2.575 1.2748275.00 -0.0394 1.2752 151.075317382813 mph 60 degree with No Ice 3.036 1.3524295.00 -0.0324 1.3527 151.075317382813 mph 90 degree with No Ice 0.337 0.3755100.00 -0.0315 0.3759 151.075317382813 mph 90 degree with No Ice 0.384 0.4129106.67 -0.0353 0.4133 151.075317382813 mph 90 degree with No Ice 0.433 0.4296113.33 -0.0388 0.4313 151.075317382813 mph 90 degree with No Ice 0.484 0.4487120.00 -0.0423 0.4498 151.075317382813 mph 90 degree with No Ice 0.596 0.4970133.33 -0.0462 0.4992 151.075317382813 mph 90 degree with No Ice 1.061 0.6568180.00 -0.0541 0.6573 151.075317382813 mph 90 degree with No Ice 1.140 0.6964186.67 -0.0562 0.6970 151.075317382813 mph 90 degree with No Ice 1.223 0.7268193.33 -0.0578 0.7291 151.075317382813 mph 90 degree with No Ice 2.614 1.2910275.00 -0.0505 1.2920 151.075317382813 mph 90 degree with No Ice 3.082 1.3726295.00 -0.0427 1.3733 151.075317382813 mph 120 degree with No Ice 0.355 0.3964100.00 -0.0295 0.3965 151.075317382813 mph 120 degree with No Ice 0.404 0.4333106.67 -0.0331 0.4334 151.075317382813 mph 120 degree with No Ice 0.455 0.4501113.33 -0.0365 0.4508 151.075317382813 mph 120 degree with No Ice 0.509 0.4743120.00 -0.0398 0.4748 151.075317382813 mph 120 degree with No Ice 0.626 0.5233133.33 -0.0434 0.5241 151.075317382813 mph 120 degree with No Ice 1.114 0.6881180.00 -0.0507 0.6882 151.075317382813 mph 120 degree with No Ice 1.197 0.7296186.67 -0.0525 0.7297 151.075317382813 mph 120 degree with No Ice 1.283 0.7610193.33 -0.0540 0.7619 151.075317382813 mph 120 degree with No Ice 2.733 1.3405275.00 -0.0499 1.3409 151.075317382813 mph 120 degree with No Ice 3.219 1.4202295.00 -0.0434 1.4208 151.075317382813 mph 180 degree with No Ice 0.331 0.3711100.00 0.0107 0.3711 151.075317382813 mph 180 degree with No Ice 0.377 0.4025106.67 0.0111 0.4025 151.075317382813 mph 180 degree with No Ice 0.425 0.4216113.33 0.0101 0.4218 151.075317382813 mph 180 degree with No Ice 0.476 0.4520120.00 0.0094 0.4521 151.075317382813 mph 180 degree with No Ice 0.586 0.4933133.33 0.0104 0.4935 151.075317382813 mph 180 degree with No Ice 1.044 0.6476180.00 0.0171 0.6476 151.075317382813 mph 180 degree with No Ice 1.123 0.6867186.67 0.0189 0.6867 151.075317382813 mph 180 degree with No Ice 1.205 0.7172193.33 0.0202 0.7175 151.075317382813 mph 180 degree with No Ice 2.576 1.2760275.00 0.0143 1.2761 151.075317382813 mph 180 degree with No Ice 3.038 1.3527295.00 0.0082 1.3527 151.075317382813 mph 210 degree with No Ice 0.337 0.3767100.00 0.0169 0.3767 151.075317382813 mph 210 degree with No Ice 0.384 0.4100106.67 0.0190 0.4100 151.075317382813 mph 210 degree with No Ice 0.433 0.4306113.33 0.0211 0.4310 151.075317382813 mph 210 degree with No Ice 0.484 0.4571120.00 0.0230 0.4574 151.075317382813 mph 210 degree with No Ice 0.596 0.5009133.33 0.0251 0.5013 Page 22 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 151.075317382813 mph 210 degree with No Ice 1.062 0.6577180.00 0.0291 0.6577 151.075317382813 mph 210 degree with No Ice 1.141 0.6974186.67 0.0302 0.6974 151.075317382813 mph 210 degree with No Ice 1.224 0.7288193.33 0.0310 0.7295 151.075317382813 mph 210 degree with No Ice 2.615 1.2930275.00 0.0286 1.2932 151.075317382813 mph 210 degree with No Ice 3.083 1.3729295.00 0.0250 1.3730 151.075317382813 mph 240 degree with No Ice 0.355 0.3964100.00 0.0295 0.3965 151.075317382813 mph 240 degree with No Ice 0.404 0.4333106.67 0.0331 0.4334 151.075317382813 mph 240 degree with No Ice 0.455 0.4501113.33 0.0365 0.4508 151.075317382813 mph 240 degree with No Ice 0.509 0.4743120.00 0.0398 0.4748 151.075317382813 mph 240 degree with No Ice 0.626 0.5233133.33 0.0434 0.5241 151.075317382813 mph 240 degree with No Ice 1.114 0.6881180.00 0.0507 0.6882 151.075317382813 mph 240 degree with No Ice 1.197 0.7296186.67 0.0525 0.7297 151.075317382813 mph 240 degree with No Ice 1.283 0.7610193.33 0.0540 0.7619 151.075317382813 mph 240 degree with No Ice 2.733 1.3405275.00 0.0499 1.3409 151.075317382813 mph 240 degree with No Ice 3.219 1.4202295.00 0.0434 1.4208 151.075317382813 mph 300 degree with No Ice 0.331 0.3704100.00 0.0258 0.3705 151.075317382813 mph 300 degree with No Ice 0.377 0.4055106.67 0.0289 0.4056 151.075317382813 mph 300 degree with No Ice 0.425 0.4212113.33 0.0316 0.4219 151.075317382813 mph 300 degree with No Ice 0.476 0.4439120.00 0.0344 0.4446 151.075317382813 mph 300 degree with No Ice 0.586 0.4902133.33 0.0375 0.4911 151.075317382813 mph 300 degree with No Ice 1.044 0.6473180.00 0.0443 0.6475 151.075317382813 mph 300 degree with No Ice 1.122 0.6864186.67 0.0460 0.6866 151.075317382813 mph 300 degree with No Ice 1.204 0.7160193.33 0.0473 0.7170 151.075317382813 mph 300 degree with No Ice 2.575 1.2748275.00 0.0394 1.2752 151.075317382813 mph 300 degree with No Ice 3.036 1.3524295.00 0.0324 1.3527 151.075317382813 mph 330 degree with No Ice 0.337 0.3763100.00 0.0146 0.3766 151.075317382813 mph 330 degree with No Ice 0.384 0.4100106.67 0.0163 0.4103 151.075317382813 mph 330 degree with No Ice 0.433 0.4304113.33 0.0178 0.4309 151.075317382813 mph 330 degree with No Ice 0.484 0.4569120.00 0.0193 0.4574 151.075317382813 mph 330 degree with No Ice 0.596 0.5007133.33 0.0210 0.5012 151.075317382813 mph 330 degree with No Ice 1.062 0.6579180.00 0.0250 0.6579 151.075317382813 mph 330 degree with No Ice 1.141 0.6975186.67 0.0260 0.6975 151.075317382813 mph 330 degree with No Ice 1.224 0.7286193.33 0.0267 0.7294 151.075317382813 mph 330 degree with No Ice 2.615 1.2927275.00 0.0217 1.2931 151.075317382813 mph 330 degree with No Ice 3.083 1.3729295.00 0.0176 1.3730 151.075317382813 mph Normal with No Ice (Reduced DL)0.355 0.3966100.00 0.0119 0.3966 151.075317382813 mph Normal with No Ice (Reduced DL)0.403 0.4298106.67 0.0125 0.4298 151.075317382813 mph Normal with No Ice (Reduced DL)0.455 0.4498113.33 0.0117 0.4500 151.075317382813 mph Normal with No Ice (Reduced DL)0.508 0.4815120.00 0.0110 0.4817 151.075317382813 mph Normal with No Ice (Reduced DL)0.626 0.5256133.33 0.0122 0.5257 151.075317382813 mph Normal with No Ice (Reduced DL)1.113 0.6875180.00 0.0195 0.6875 151.075317382813 mph Normal with No Ice (Reduced DL)1.196 0.7290186.67 0.0214 0.7290 151.075317382813 mph Normal with No Ice (Reduced DL)1.283 0.7610193.33 0.0229 0.7613 151.075317382813 mph Normal with No Ice (Reduced DL)2.731 1.3393275.00 0.0212 1.3394 151.075317382813 mph Normal with No Ice (Reduced DL)3.216 1.4182295.00 0.0157 1.4183 151.075317382813 mph 60 deg with No Ice (Reduced DL)0.331 0.3700100.00 -0.0258 0.3701 151.075317382813 mph 60 deg with No Ice (Reduced DL)0.377 0.4050106.67 -0.0289 0.4052 151.075317382813 mph 60 deg with No Ice (Reduced DL)0.425 0.4207113.33 -0.0316 0.4215 151.075317382813 mph 60 deg with No Ice (Reduced DL)0.475 0.4434120.00 -0.0344 0.4441 151.075317382813 mph 60 deg with No Ice (Reduced DL)0.585 0.4896133.33 -0.0375 0.4906 151.075317382813 mph 60 deg with No Ice (Reduced DL)1.043 0.6465180.00 -0.0442 0.6467 151.075317382813 mph 60 deg with No Ice (Reduced DL)1.121 0.6855186.67 -0.0460 0.6857 151.075317382813 mph 60 deg with No Ice (Reduced DL)1.203 0.7151193.33 -0.0473 0.7161 151.075317382813 mph 60 deg with No Ice (Reduced DL)2.572 1.2729275.00 -0.0394 1.2732 151.075317382813 mph 60 deg with No Ice (Reduced DL)3.032 1.3502295.00 -0.0324 1.3506 151.075317382813 mph 90 deg with No Ice (Reduced DL)0.337 0.3751100.00 -0.0315 0.3754 151.075317382813 mph 90 deg with No Ice (Reduced DL)0.383 0.4125106.67 -0.0353 0.4129 151.075317382813 mph 90 deg with No Ice (Reduced DL)0.432 0.4291113.33 -0.0388 0.4308 151.075317382813 mph 90 deg with No Ice (Reduced DL)0.483 0.4482120.00 -0.0423 0.4492 151.075317382813 mph 90 deg with No Ice (Reduced DL)0.595 0.4964133.33 -0.0461 0.4986 151.075317382813 mph 90 deg with No Ice (Reduced DL)1.060 0.6559180.00 -0.0541 0.6565 151.075317382813 mph 90 deg with No Ice (Reduced DL)1.139 0.6955186.67 -0.0561 0.6961 Page 23 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 151.075317382813 mph 90 deg with No Ice (Reduced DL)1.222 0.7259193.33 -0.0577 0.7282 151.075317382813 mph 90 deg with No Ice (Reduced DL)2.611 1.2890275.00 -0.0505 1.2900 151.075317382813 mph 90 deg with No Ice (Reduced DL)3.078 1.3704295.00 -0.0427 1.3710 151.075317382813 mph 120 deg with No Ice (Reduced DL)0.355 0.3960100.00 -0.0294 0.3960 151.075317382813 mph 120 deg with No Ice (Reduced DL)0.403 0.4328106.67 -0.0330 0.4329 151.075317382813 mph 120 deg with No Ice (Reduced DL)0.455 0.4496113.33 -0.0365 0.4503 151.075317382813 mph 120 deg with No Ice (Reduced DL)0.508 0.4737120.00 -0.0398 0.4743 151.075317382813 mph 120 deg with No Ice (Reduced DL)0.626 0.5226133.33 -0.0434 0.5235 151.075317382813 mph 120 deg with No Ice (Reduced DL)1.112 0.6872180.00 -0.0506 0.6873 151.075317382813 mph 120 deg with No Ice (Reduced DL)1.195 0.7287186.67 -0.0525 0.7288 151.075317382813 mph 120 deg with No Ice (Reduced DL)1.282 0.7600193.33 -0.0540 0.7609 151.075317382813 mph 120 deg with No Ice (Reduced DL)2.730 1.3383275.00 -0.0499 1.3387 151.075317382813 mph 120 deg with No Ice (Reduced DL)3.214 1.4179295.00 -0.0434 1.4185 151.075317382813 mph 180 deg with No Ice (Reduced DL)0.331 0.3707100.00 0.0106 0.3707 151.075317382813 mph 180 deg with No Ice (Reduced DL)0.377 0.4021106.67 0.0110 0.4021 151.075317382813 mph 180 deg with No Ice (Reduced DL)0.425 0.4212113.33 0.0100 0.4213 151.075317382813 mph 180 deg with No Ice (Reduced DL)0.475 0.4515120.00 0.0093 0.4515 151.075317382813 mph 180 deg with No Ice (Reduced DL)0.586 0.4928133.33 0.0104 0.4929 151.075317382813 mph 180 deg with No Ice (Reduced DL)1.043 0.6468180.00 0.0171 0.6468 151.075317382813 mph 180 deg with No Ice (Reduced DL)1.122 0.6858186.67 0.0188 0.6858 151.075317382813 mph 180 deg with No Ice (Reduced DL)1.203 0.7163193.33 0.0202 0.7166 151.075317382813 mph 180 deg with No Ice (Reduced DL)2.573 1.2741275.00 0.0143 1.2742 151.075317382813 mph 180 deg with No Ice (Reduced DL)3.034 1.3505295.00 0.0082 1.3506 151.075317382813 mph 210 deg with No Ice (Reduced DL)0.337 0.3763100.00 0.0169 0.3763 151.075317382813 mph 210 deg with No Ice (Reduced DL)0.383 0.4096106.67 0.0190 0.4096 151.075317382813 mph 210 deg with No Ice (Reduced DL)0.432 0.4302113.33 0.0211 0.4305 151.075317382813 mph 210 deg with No Ice (Reduced DL)0.484 0.4566120.00 0.0230 0.4569 151.075317382813 mph 210 deg with No Ice (Reduced DL)0.596 0.5003133.33 0.0251 0.5007 151.075317382813 mph 210 deg with No Ice (Reduced DL)1.061 0.6569180.00 0.0291 0.6569 151.075317382813 mph 210 deg with No Ice (Reduced DL)1.140 0.6965186.67 0.0301 0.6965 151.075317382813 mph 210 deg with No Ice (Reduced DL)1.223 0.7279193.33 0.0310 0.7285 151.075317382813 mph 210 deg with No Ice (Reduced DL)2.612 1.2909275.00 0.0286 1.2912 151.075317382813 mph 210 deg with No Ice (Reduced DL)3.079 1.3706295.00 0.0249 1.3708 151.075317382813 mph 240 deg with No Ice (Reduced DL)0.355 0.3960100.00 0.0294 0.3960 151.075317382813 mph 240 deg with No Ice (Reduced DL)0.403 0.4328106.67 0.0330 0.4329 151.075317382813 mph 240 deg with No Ice (Reduced DL)0.455 0.4496113.33 0.0365 0.4503 151.075317382813 mph 240 deg with No Ice (Reduced DL)0.508 0.4737120.00 0.0398 0.4743 151.075317382813 mph 240 deg with No Ice (Reduced DL)0.626 0.5226133.33 0.0434 0.5235 151.075317382813 mph 240 deg with No Ice (Reduced DL)1.112 0.6872180.00 0.0506 0.6873 151.075317382813 mph 240 deg with No Ice (Reduced DL)1.195 0.7287186.67 0.0525 0.7288 151.075317382813 mph 240 deg with No Ice (Reduced DL)1.282 0.7600193.33 0.0540 0.7609 151.075317382813 mph 240 deg with No Ice (Reduced DL)2.730 1.3383275.00 0.0499 1.3387 151.075317382813 mph 240 deg with No Ice (Reduced DL)3.214 1.4179295.00 0.0434 1.4185 151.075317382813 mph 300 deg with No Ice (Reduced DL)0.331 0.3700100.00 0.0258 0.3701 151.075317382813 mph 300 deg with No Ice (Reduced DL)0.377 0.4050106.67 0.0289 0.4052 151.075317382813 mph 300 deg with No Ice (Reduced DL)0.425 0.4207113.33 0.0316 0.4215 151.075317382813 mph 300 deg with No Ice (Reduced DL)0.475 0.4434120.00 0.0344 0.4441 151.075317382813 mph 300 deg with No Ice (Reduced DL)0.585 0.4896133.33 0.0375 0.4906 151.075317382813 mph 300 deg with No Ice (Reduced DL)1.043 0.6465180.00 0.0442 0.6467 151.075317382813 mph 300 deg with No Ice (Reduced DL)1.121 0.6855186.67 0.0460 0.6857 151.075317382813 mph 300 deg with No Ice (Reduced DL)1.203 0.7151193.33 0.0473 0.7161 151.075317382813 mph 300 deg with No Ice (Reduced DL)2.572 1.2729275.00 0.0394 1.2732 151.075317382813 mph 300 deg with No Ice (Reduced DL)3.032 1.3502295.00 0.0324 1.3506 151.075317382813 mph 330 deg with No Ice (Reduced DL)0.337 0.3758100.00 0.0146 0.3761 151.075317382813 mph 330 deg with No Ice (Reduced DL)0.383 0.4096106.67 0.0163 0.4099 151.075317382813 mph 330 deg with No Ice (Reduced DL)0.432 0.4299113.33 0.0178 0.4304 151.075317382813 mph 330 deg with No Ice (Reduced DL)0.484 0.4564120.00 0.0193 0.4568 151.075317382813 mph 330 deg with No Ice (Reduced DL)0.596 0.5001133.33 0.0210 0.5006 151.075317382813 mph 330 deg with No Ice (Reduced DL)1.060 0.6571180.00 0.0249 0.6571 151.075317382813 mph 330 deg with No Ice (Reduced DL)1.140 0.6966186.67 0.0260 0.6966 151.075317382813 mph 330 deg with No Ice (Reduced DL)1.223 0.7276193.33 0.0267 0.7284 151.075317382813 mph 330 deg with No Ice (Reduced DL)2.612 1.2907275.00 0.0217 1.2910 Page 24 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 151.075317382813 mph 330 deg with No Ice (Reduced DL)3.079 1.3706295.00 0.0176 1.3708 30 mph Normal with 0.00 in Radial Ice 0.017 0.0169100.00 0.0005 0.0169 30 mph Normal with 0.00 in Radial Ice 0.019 0.0183106.67 0.0006 0.0183 30 mph Normal with 0.00 in Radial Ice 0.021 0.0192113.33 0.0005 0.0192 30 mph Normal with 0.00 in Radial Ice 0.023 0.0204120.00 0.0005 0.0204 30 mph Normal with 0.00 in Radial Ice 0.028 0.0223133.33 0.0006 0.0223 30 mph Normal with 0.00 in Radial Ice 0.048 0.0289180.00 0.0009 0.0289 30 mph Normal with 0.00 in Radial Ice 0.051 0.0306186.67 0.0009 0.0307 30 mph Normal with 0.00 in Radial Ice 0.055 0.0320193.33 0.0010 0.0320 30 mph Normal with 0.00 in Radial Ice 0.115 0.0552275.00 0.0009 0.0552 30 mph Normal with 0.00 in Radial Ice 0.135 0.0580295.00 0.0006 0.0580 30 mph 60 deg with 0.00 in Radial Ice 0.017 0.0158100.00 -0.0011 0.0158 30 mph 60 deg with 0.00 in Radial Ice 0.019 0.0172106.67 -0.0013 0.0172 30 mph 60 deg with 0.00 in Radial Ice 0.021 0.0180113.33 -0.0014 0.0180 30 mph 60 deg with 0.00 in Radial Ice 0.023 0.0190120.00 -0.0015 0.0190 30 mph 60 deg with 0.00 in Radial Ice 0.027 0.0209133.33 -0.0016 0.0209 30 mph 60 deg with 0.00 in Radial Ice 0.046 0.0273180.00 -0.0019 0.0273 30 mph 60 deg with 0.00 in Radial Ice 0.049 0.0290186.67 -0.0020 0.0290 30 mph 60 deg with 0.00 in Radial Ice 0.053 0.0303193.33 -0.0020 0.0303 30 mph 60 deg with 0.00 in Radial Ice 0.109 0.0528275.00 -0.0016 0.0528 30 mph 60 deg with 0.00 in Radial Ice 0.128 0.0553295.00 -0.0012 0.0553 30 mph 90 deg with 0.00 in Radial Ice 0.017 0.0160100.00 -0.0013 0.0160 30 mph 90 deg with 0.00 in Radial Ice 0.019 0.0176106.67 -0.0015 0.0176 30 mph 90 deg with 0.00 in Radial Ice 0.021 0.0183113.33 -0.0016 0.0184 30 mph 90 deg with 0.00 in Radial Ice 0.023 0.0191120.00 -0.0017 0.0192 30 mph 90 deg with 0.00 in Radial Ice 0.027 0.0212133.33 -0.0019 0.0212 30 mph 90 deg with 0.00 in Radial Ice 0.047 0.0277180.00 -0.0022 0.0277 30 mph 90 deg with 0.00 in Radial Ice 0.050 0.0294186.67 -0.0023 0.0294 30 mph 90 deg with 0.00 in Radial Ice 0.053 0.0307193.33 -0.0024 0.0307 30 mph 90 deg with 0.00 in Radial Ice 0.110 0.0534275.00 -0.0019 0.0534 30 mph 90 deg with 0.00 in Radial Ice 0.129 0.0561295.00 -0.0014 0.0562 30 mph 120 deg with 0.00 in Radial Ice 0.017 0.0168100.00 -0.0012 0.0168 30 mph 120 deg with 0.00 in Radial Ice 0.019 0.0184106.67 -0.0013 0.0184 30 mph 120 deg with 0.00 in Radial Ice 0.021 0.0192113.33 -0.0014 0.0192 30 mph 120 deg with 0.00 in Radial Ice 0.023 0.0201120.00 -0.0016 0.0201 30 mph 120 deg with 0.00 in Radial Ice 0.028 0.0222133.33 -0.0017 0.0222 30 mph 120 deg with 0.00 in Radial Ice 0.048 0.0289180.00 -0.0020 0.0289 30 mph 120 deg with 0.00 in Radial Ice 0.051 0.0306186.67 -0.0021 0.0306 30 mph 120 deg with 0.00 in Radial Ice 0.055 0.0320193.33 -0.0021 0.0320 30 mph 120 deg with 0.00 in Radial Ice 0.115 0.0552275.00 -0.0017 0.0552 30 mph 120 deg with 0.00 in Radial Ice 0.134 0.0580295.00 -0.0013 0.0580 30 mph 180 deg with 0.00 in Radial Ice 0.017 0.0158100.00 0.0005 0.0158 30 mph 180 deg with 0.00 in Radial Ice 0.019 0.0171106.67 0.0005 0.0171 30 mph 180 deg with 0.00 in Radial Ice 0.021 0.0180113.33 0.0005 0.0180 30 mph 180 deg with 0.00 in Radial Ice 0.023 0.0192120.00 0.0004 0.0192 30 mph 180 deg with 0.00 in Radial Ice 0.027 0.0210133.33 0.0005 0.0210 30 mph 180 deg with 0.00 in Radial Ice 0.046 0.0273180.00 0.0008 0.0273 30 mph 180 deg with 0.00 in Radial Ice 0.049 0.0290186.67 0.0009 0.0290 30 mph 180 deg with 0.00 in Radial Ice 0.053 0.0303193.33 0.0009 0.0303 30 mph 180 deg with 0.00 in Radial Ice 0.109 0.0528275.00 0.0007 0.0528 30 mph 180 deg with 0.00 in Radial Ice 0.128 0.0553295.00 0.0005 0.0553 30 mph 210 deg with 0.00 in Radial Ice 0.017 0.0161100.00 0.0007 0.0161 30 mph 210 deg with 0.00 in Radial Ice 0.019 0.0175106.67 0.0007 0.0175 30 mph 210 deg with 0.00 in Radial Ice 0.021 0.0183113.33 0.0008 0.0183 30 mph 210 deg with 0.00 in Radial Ice 0.023 0.0194120.00 0.0009 0.0194 30 mph 210 deg with 0.00 in Radial Ice 0.027 0.0213133.33 0.0010 0.0213 30 mph 210 deg with 0.00 in Radial Ice 0.047 0.0277180.00 0.0011 0.0277 30 mph 210 deg with 0.00 in Radial Ice 0.050 0.0294186.67 0.0012 0.0294 30 mph 210 deg with 0.00 in Radial Ice 0.053 0.0307193.33 0.0012 0.0307 30 mph 210 deg with 0.00 in Radial Ice 0.110 0.0534275.00 0.0010 0.0534 30 mph 210 deg with 0.00 in Radial Ice 0.129 0.0561295.00 0.0007 0.0562 30 mph 240 deg with 0.00 in Radial Ice 0.017 0.0168100.00 0.0012 0.0168 Page 25 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 30 mph 240 deg with 0.00 in Radial Ice 0.019 0.0184106.67 0.0013 0.0184 30 mph 240 deg with 0.00 in Radial Ice 0.021 0.0192113.33 0.0014 0.0192 30 mph 240 deg with 0.00 in Radial Ice 0.023 0.0201120.00 0.0016 0.0201 30 mph 240 deg with 0.00 in Radial Ice 0.028 0.0222133.33 0.0017 0.0222 30 mph 240 deg with 0.00 in Radial Ice 0.048 0.0289180.00 0.0020 0.0289 30 mph 240 deg with 0.00 in Radial Ice 0.051 0.0306186.67 0.0021 0.0306 30 mph 240 deg with 0.00 in Radial Ice 0.055 0.0320193.33 0.0021 0.0320 30 mph 240 deg with 0.00 in Radial Ice 0.115 0.0552275.00 0.0017 0.0552 30 mph 240 deg with 0.00 in Radial Ice 0.134 0.0580295.00 0.0013 0.0580 30 mph 300 deg with 0.00 in Radial Ice 0.017 0.0158100.00 0.0011 0.0158 30 mph 300 deg with 0.00 in Radial Ice 0.019 0.0172106.67 0.0013 0.0172 30 mph 300 deg with 0.00 in Radial Ice 0.021 0.0180113.33 0.0014 0.0180 30 mph 300 deg with 0.00 in Radial Ice 0.023 0.0190120.00 0.0015 0.0190 30 mph 300 deg with 0.00 in Radial Ice 0.027 0.0209133.33 0.0016 0.0209 30 mph 300 deg with 0.00 in Radial Ice 0.046 0.0273180.00 0.0019 0.0273 30 mph 300 deg with 0.00 in Radial Ice 0.049 0.0290186.67 0.0020 0.0290 30 mph 300 deg with 0.00 in Radial Ice 0.053 0.0303193.33 0.0020 0.0303 30 mph 300 deg with 0.00 in Radial Ice 0.109 0.0528275.00 0.0016 0.0528 30 mph 300 deg with 0.00 in Radial Ice 0.128 0.0553295.00 0.0012 0.0553 30 mph 330 deg with 0.00 in Radial Ice 0.017 0.0160100.00 0.0007 0.0161 30 mph 330 deg with 0.00 in Radial Ice 0.019 0.0174106.67 0.0007 0.0175 30 mph 330 deg with 0.00 in Radial Ice 0.021 0.0183113.33 0.0008 0.0183 30 mph 330 deg with 0.00 in Radial Ice 0.023 0.0195120.00 0.0009 0.0195 30 mph 330 deg with 0.00 in Radial Ice 0.027 0.0213133.33 0.0009 0.0213 30 mph 330 deg with 0.00 in Radial Ice 0.047 0.0277180.00 0.0011 0.0277 30 mph 330 deg with 0.00 in Radial Ice 0.050 0.0294186.67 0.0012 0.0294 30 mph 330 deg with 0.00 in Radial Ice 0.053 0.0307193.33 0.0012 0.0307 30 mph 330 deg with 0.00 in Radial Ice 0.110 0.0534275.00 0.0009 0.0534 30 mph 330 deg with 0.00 in Radial Ice 0.129 0.0561295.00 0.0007 0.0562 Seismic Normal M1 0.010 0.0121100.00 0.0006 0.0121 Seismic Normal M1 0.011 0.0133106.67 0.0007 0.0133 Seismic Normal M1 0.013 0.0141113.33 0.0007 0.0141 Seismic Normal M1 0.015 0.0149120.00 0.0008 0.0150 Seismic Normal M1 0.018 0.0166133.33 0.0009 0.0166 Seismic Normal M1 0.034 0.0219180.00 0.0011 0.0219 Seismic Normal M1 0.037 0.0232186.67 0.0012 0.0233 Seismic Normal M1 0.039 0.0244193.33 0.0013 0.0244 Seismic Normal M1 0.086 0.0430275.00 0.0021 0.0431 Seismic Normal M1 0.101 0.0458295.00 0.0019 0.0458 Seismic 60 deg M1 0.010 0.0118100.00 0.0006 0.0118 Seismic 60 deg M1 0.011 0.0131106.67 0.0007 0.0131 Seismic 60 deg M1 0.013 0.0140113.33 -0.0007 0.0140 Seismic 60 deg M1 0.015 0.0149120.00 0.0008 0.0149 Seismic 60 deg M1 0.018 0.0165133.33 0.0009 0.0165 Seismic 60 deg M1 0.034 0.0216180.00 0.0011 0.0216 Seismic 60 deg M1 0.036 0.0231186.67 0.0012 0.0231 Seismic 60 deg M1 0.039 0.0242193.33 0.0013 0.0242 Seismic 60 deg M1 0.085 0.0426275.00 -0.0019 0.0426 Seismic 60 deg M1 0.100 0.0449295.00 -0.0017 0.0449 Seismic 90 deg M1 0.010 0.0120100.00 -0.0007 0.0120 Seismic 90 deg M1 0.011 0.0133106.67 -0.0008 0.0133 Seismic 90 deg M1 0.013 0.0141113.33 -0.0009 0.0141 Seismic 90 deg M1 0.015 0.0150120.00 -0.0009 0.0150 Seismic 90 deg M1 0.018 0.0166133.33 -0.0010 0.0166 Seismic 90 deg M1 0.034 0.0218180.00 -0.0013 0.0218 Seismic 90 deg M1 0.037 0.0233186.67 -0.0014 0.0233 Seismic 90 deg M1 0.039 0.0244193.33 -0.0015 0.0244 Seismic 90 deg M1 0.086 0.0431275.00 -0.0024 0.0431 Seismic 90 deg M1 0.101 0.0457295.00 -0.0022 0.0457 Seismic 120 deg M1 0.010 0.0120100.00 -0.0006 0.0120 Seismic 120 deg M1 0.011 0.0132106.67 -0.0007 0.0132 Seismic 120 deg M1 0.013 0.0140113.33 -0.0007 0.0140 Page 26 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Seismic 120 deg M1 0.015 0.0148120.00 -0.0008 0.0148 Seismic 120 deg M1 0.018 0.0165133.33 -0.0009 0.0165 Seismic 120 deg M1 0.034 0.0217180.00 -0.0011 0.0217 Seismic 120 deg M1 0.036 0.0230186.67 -0.0012 0.0231 Seismic 120 deg M1 0.039 0.0241193.33 -0.0013 0.0242 Seismic 120 deg M1 0.085 0.0425275.00 -0.0019 0.0426 Seismic 120 deg M1 0.100 0.0452295.00 -0.0017 0.0452 Seismic 180 deg M1 0.010 0.0119100.00 0.0006 0.0119 Seismic 180 deg M1 0.011 0.0132106.67 0.0007 0.0132 Seismic 180 deg M1 0.013 0.0141113.33 0.0007 0.0141 Seismic 180 deg M1 0.015 0.0150120.00 0.0008 0.0150 Seismic 180 deg M1 0.018 0.0167133.33 0.0009 0.0167 Seismic 180 deg M1 0.034 0.0218180.00 0.0011 0.0218 Seismic 180 deg M1 0.036 0.0233186.67 0.0012 0.0233 Seismic 180 deg M1 0.039 0.0244193.33 0.0013 0.0244 Seismic 180 deg M1 0.085 0.0431275.00 0.0021 0.0431 Seismic 180 deg M1 0.101 0.0455295.00 0.0019 0.0455 Seismic 210 deg M1 0.010 0.0119100.00 0.0004 0.0119 Seismic 210 deg M1 0.011 0.0132106.67 0.0004 0.0132 Seismic 210 deg M1 0.013 0.0140113.33 0.0004 0.0140 Seismic 210 deg M1 0.015 0.0149120.00 0.0005 0.0149 Seismic 210 deg M1 0.018 0.0165133.33 0.0005 0.0165 Seismic 210 deg M1 0.034 0.0216180.00 0.0006 0.0216 Seismic 210 deg M1 0.036 0.0231186.67 0.0007 0.0231 Seismic 210 deg M1 0.039 0.0242193.33 0.0007 0.0242 Seismic 210 deg M1 0.085 0.0426275.00 0.0011 0.0426 Seismic 210 deg M1 0.100 0.0451295.00 0.0010 0.0451 Seismic 240 deg M1 0.010 0.0120100.00 0.0006 0.0120 Seismic 240 deg M1 0.011 0.0132106.67 0.0007 0.0132 Seismic 240 deg M1 0.013 0.0140113.33 0.0007 0.0140 Seismic 240 deg M1 0.015 0.0148120.00 0.0008 0.0148 Seismic 240 deg M1 0.018 0.0165133.33 0.0009 0.0165 Seismic 240 deg M1 0.034 0.0217180.00 0.0011 0.0217 Seismic 240 deg M1 0.036 0.0230186.67 0.0012 0.0231 Seismic 240 deg M1 0.039 0.0241193.33 0.0013 0.0242 Seismic 240 deg M1 0.085 0.0425275.00 0.0019 0.0426 Seismic 240 deg M1 0.100 0.0452295.00 0.0017 0.0452 Seismic 300 deg M1 0.010 0.0118100.00 0.0006 0.0118 Seismic 300 deg M1 0.011 0.0131106.67 0.0007 0.0131 Seismic 300 deg M1 0.013 0.0140113.33 0.0007 0.0140 Seismic 300 deg M1 0.015 0.0149120.00 0.0008 0.0149 Seismic 300 deg M1 0.018 0.0165133.33 0.0009 0.0165 Seismic 300 deg M1 0.034 0.0216180.00 0.0011 0.0216 Seismic 300 deg M1 0.036 0.0231186.67 0.0012 0.0231 Seismic 300 deg M1 0.039 0.0242193.33 0.0013 0.0242 Seismic 300 deg M1 0.085 0.0426275.00 0.0019 0.0426 Seismic 300 deg M1 0.100 0.0449295.00 0.0017 0.0449 Seismic 330 deg M1 0.010 0.0119100.00 0.0004 0.0119 Seismic 330 deg M1 0.011 0.0132106.67 0.0004 0.0132 Seismic 330 deg M1 0.013 0.0140113.33 0.0004 0.0140 Seismic 330 deg M1 0.015 0.0149120.00 0.0005 0.0149 Seismic 330 deg M1 0.018 0.0165133.33 0.0005 0.0165 Seismic 330 deg M1 0.034 0.0216180.00 0.0006 0.0216 Seismic 330 deg M1 0.036 0.0231186.67 0.0007 0.0231 Seismic 330 deg M1 0.039 0.0242193.33 0.0007 0.0242 Seismic 330 deg M1 0.085 0.0426275.00 0.0011 0.0426 Seismic 330 deg M1 0.100 0.0451295.00 0.0010 0.0451 Seismic (Reduced DL) Normal M1 0.010 0.0120100.00 0.0006 0.0120 Seismic (Reduced DL) Normal M1 0.011 0.0133106.67 0.0007 0.0133 Seismic (Reduced DL) Normal M1 0.013 0.0140113.33 0.0007 0.0140 Seismic (Reduced DL) Normal M1 0.015 0.0149120.00 0.0008 0.0149 Seismic (Reduced DL) Normal M1 0.018 0.0166133.33 0.0009 0.0166 Page 27 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Seismic (Reduced DL) Normal M1 0.034 0.0218180.00 0.0011 0.0218 Seismic (Reduced DL) Normal M1 0.036 0.0232186.67 0.0012 0.0232 Seismic (Reduced DL) Normal M1 0.039 0.0243193.33 0.0013 0.0244 Seismic (Reduced DL) Normal M1 0.085 0.0429275.00 0.0021 0.0430 Seismic (Reduced DL) Normal M1 0.101 0.0456295.00 0.0019 0.0456 Seismic (Reduced DL) 60 deg M1 0.010 0.0118100.00 0.0006 0.0118 Seismic (Reduced DL) 60 deg M1 0.011 0.0131106.67 -0.0007 0.0131 Seismic (Reduced DL) 60 deg M1 0.013 0.0139113.33 -0.0007 0.0139 Seismic (Reduced DL) 60 deg M1 0.015 0.0148120.00 -0.0008 0.0148 Seismic (Reduced DL) 60 deg M1 0.018 0.0165133.33 0.0009 0.0165 Seismic (Reduced DL) 60 deg M1 0.034 0.0216180.00 0.0011 0.0216 Seismic (Reduced DL) 60 deg M1 0.036 0.0230186.67 0.0012 0.0230 Seismic (Reduced DL) 60 deg M1 0.039 0.0241193.33 -0.0013 0.0241 Seismic (Reduced DL) 60 deg M1 0.084 0.0425275.00 -0.0019 0.0425 Seismic (Reduced DL) 60 deg M1 0.100 0.0448295.00 -0.0017 0.0448 Seismic (Reduced DL) 90 deg M1 0.010 0.0120100.00 -0.0007 0.0120 Seismic (Reduced DL) 90 deg M1 0.011 0.0132106.67 -0.0008 0.0132 Seismic (Reduced DL) 90 deg M1 0.013 0.0140113.33 -0.0009 0.0140 Seismic (Reduced DL) 90 deg M1 0.015 0.0149120.00 -0.0009 0.0149 Seismic (Reduced DL) 90 deg M1 0.018 0.0166133.33 -0.0010 0.0166 Seismic (Reduced DL) 90 deg M1 0.034 0.0218180.00 -0.0013 0.0218 Seismic (Reduced DL) 90 deg M1 0.036 0.0232186.67 -0.0014 0.0233 Seismic (Reduced DL) 90 deg M1 0.039 0.0243193.33 -0.0015 0.0243 Seismic (Reduced DL) 90 deg M1 0.085 0.0430275.00 -0.0024 0.0430 Seismic (Reduced DL) 90 deg M1 0.101 0.0455295.00 -0.0022 0.0455 Seismic (Reduced DL) 120 deg M1 0.010 0.0119100.00 -0.0006 0.0119 Seismic (Reduced DL) 120 deg M1 0.011 0.0132106.67 -0.0007 0.0132 Seismic (Reduced DL) 120 deg M1 0.013 0.0139113.33 -0.0007 0.0139 Seismic (Reduced DL) 120 deg M1 0.015 0.0148120.00 -0.0008 0.0148 Seismic (Reduced DL) 120 deg M1 0.018 0.0164133.33 -0.0009 0.0165 Seismic (Reduced DL) 120 deg M1 0.034 0.0216180.00 -0.0011 0.0216 Seismic (Reduced DL) 120 deg M1 0.036 0.0230186.67 -0.0012 0.0230 Seismic (Reduced DL) 120 deg M1 0.039 0.0241193.33 -0.0013 0.0241 Seismic (Reduced DL) 120 deg M1 0.085 0.0424275.00 -0.0019 0.0424 Seismic (Reduced DL) 120 deg M1 0.100 0.0450295.00 -0.0017 0.0450 Seismic (Reduced DL) 180 deg M1 0.010 0.0119100.00 0.0006 0.0119 Seismic (Reduced DL) 180 deg M1 0.011 0.0132106.67 0.0007 0.0132 Seismic (Reduced DL) 180 deg M1 0.013 0.0140113.33 0.0007 0.0140 Seismic (Reduced DL) 180 deg M1 0.015 0.0149120.00 0.0008 0.0149 Seismic (Reduced DL) 180 deg M1 0.018 0.0166133.33 0.0009 0.0166 Seismic (Reduced DL) 180 deg M1 0.034 0.0218180.00 0.0011 0.0218 Seismic (Reduced DL) 180 deg M1 0.036 0.0233186.67 0.0012 0.0233 Seismic (Reduced DL) 180 deg M1 0.039 0.0243193.33 0.0013 0.0243 Seismic (Reduced DL) 180 deg M1 0.085 0.0430275.00 0.0021 0.0430 Seismic (Reduced DL) 180 deg M1 0.101 0.0453295.00 0.0019 0.0454 Seismic (Reduced DL) 210 deg M1 0.010 0.0119100.00 0.0004 0.0119 Seismic (Reduced DL) 210 deg M1 0.011 0.0131106.67 0.0004 0.0131 Seismic (Reduced DL) 210 deg M1 0.013 0.0139113.33 0.0004 0.0139 Seismic (Reduced DL) 210 deg M1 0.015 0.0148120.00 0.0005 0.0148 Seismic (Reduced DL) 210 deg M1 0.018 0.0165133.33 0.0005 0.0165 Seismic (Reduced DL) 210 deg M1 0.034 0.0216180.00 0.0006 0.0216 Seismic (Reduced DL) 210 deg M1 0.036 0.0230186.67 0.0007 0.0230 Seismic (Reduced DL) 210 deg M1 0.039 0.0241193.33 0.0007 0.0241 Seismic (Reduced DL) 210 deg M1 0.085 0.0425275.00 0.0011 0.0425 Seismic (Reduced DL) 210 deg M1 0.100 0.0449295.00 0.0010 0.0450 Seismic (Reduced DL) 240 deg M1 0.010 0.0119100.00 0.0006 0.0119 Seismic (Reduced DL) 240 deg M1 0.011 0.0132106.67 0.0007 0.0132 Seismic (Reduced DL) 240 deg M1 0.013 0.0139113.33 0.0007 0.0139 Seismic (Reduced DL) 240 deg M1 0.015 0.0148120.00 0.0008 0.0148 Seismic (Reduced DL) 240 deg M1 0.018 0.0164133.33 0.0009 0.0165 Seismic (Reduced DL) 240 deg M1 0.034 0.0216180.00 0.0011 0.0216 Seismic (Reduced DL) 240 deg M1 0.036 0.0230186.67 0.0012 0.0230 Page 28 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Seismic (Reduced DL) 240 deg M1 0.039 0.0241193.33 0.0013 0.0241 Seismic (Reduced DL) 240 deg M1 0.085 0.0424275.00 0.0019 0.0424 Seismic (Reduced DL) 240 deg M1 0.100 0.0450295.00 0.0017 0.0450 Seismic (Reduced DL) 300 deg M1 0.010 0.0118100.00 0.0006 0.0118 Seismic (Reduced DL) 300 deg M1 0.011 0.0131106.67 0.0007 0.0131 Seismic (Reduced DL) 300 deg M1 0.013 0.0139113.33 0.0007 0.0139 Seismic (Reduced DL) 300 deg M1 0.015 0.0148120.00 0.0008 0.0148 Seismic (Reduced DL) 300 deg M1 0.018 0.0165133.33 0.0009 0.0165 Seismic (Reduced DL) 300 deg M1 0.034 0.0216180.00 0.0011 0.0216 Seismic (Reduced DL) 300 deg M1 0.036 0.0230186.67 0.0012 0.0230 Seismic (Reduced DL) 300 deg M1 0.039 0.0241193.33 0.0013 0.0241 Seismic (Reduced DL) 300 deg M1 0.084 0.0425275.00 0.0019 0.0425 Seismic (Reduced DL) 300 deg M1 0.100 0.0448295.00 0.0017 0.0448 Seismic (Reduced DL) 330 deg M1 0.010 0.0119100.00 0.0004 0.0119 Seismic (Reduced DL) 330 deg M1 0.011 0.0131106.67 0.0004 0.0131 Seismic (Reduced DL) 330 deg M1 0.013 0.0139113.33 0.0004 0.0139 Seismic (Reduced DL) 330 deg M1 0.015 0.0148120.00 0.0005 0.0148 Seismic (Reduced DL) 330 deg M1 0.018 0.0165133.33 0.0005 0.0165 Seismic (Reduced DL) 330 deg M1 0.034 0.0216180.00 0.0006 0.0216 Seismic (Reduced DL) 330 deg M1 0.036 0.0230186.67 0.0007 0.0230 Seismic (Reduced DL) 330 deg M1 0.039 0.0241193.33 0.0007 0.0241 Seismic (Reduced DL) 330 deg M1 0.085 0.0425275.00 0.0011 0.0425 Seismic (Reduced DL) 330 deg M1 0.100 0.0449295.00 0.0010 0.0450 Serviceability - 60 mph Wind Normal 0.057 0.0641100.00 0.0020 0.0641 Serviceability - 60 mph Wind Normal 0.065 0.0695106.67 0.0021 0.0695 Serviceability - 60 mph Wind Normal 0.074 0.0729113.33 0.0019 0.0729 Serviceability - 60 mph Wind Normal 0.082 0.0779120.00 0.0018 0.0780 Serviceability - 60 mph Wind Normal 0.101 0.0851133.33 0.0020 0.0851 Serviceability - 60 mph Wind Normal 0.180 0.1111180.00 0.0032 0.1111 Serviceability - 60 mph Wind Normal 0.193 0.1178186.67 0.0035 0.1178 Serviceability - 60 mph Wind Normal 0.207 0.1230193.33 0.0037 0.1231 Serviceability - 60 mph Wind Normal 0.440 0.2149275.00 0.0032 0.2149 Serviceability - 60 mph Wind Normal 0.518 0.2272295.00 0.0023 0.2272 Serviceability - 60 mph Wind 60 deg 0.054 0.0599100.00 -0.0043 0.0599 Serviceability - 60 mph Wind 60 deg 0.061 0.0656106.67 -0.0048 0.0657 Serviceability - 60 mph Wind 60 deg 0.069 0.0681113.33 -0.0053 0.0682 Serviceability - 60 mph Wind 60 deg 0.077 0.0719120.00 -0.0058 0.0720 Serviceability - 60 mph Wind 60 deg 0.095 0.0794133.33 -0.0063 0.0795 Serviceability - 60 mph Wind 60 deg 0.169 0.1047180.00 -0.0074 0.1047 Serviceability - 60 mph Wind 60 deg 0.181 0.1111186.67 -0.0076 0.1111 Serviceability - 60 mph Wind 60 deg 0.195 0.1156193.33 -0.0079 0.1158 Serviceability - 60 mph Wind 60 deg 0.415 0.2042275.00 -0.0065 0.2042 Serviceability - 60 mph Wind 60 deg 0.489 0.2164295.00 -0.0053 0.2164 Serviceability - 60 mph Wind 90 deg 0.054 0.0607100.00 -0.0051 0.0608 Serviceability - 60 mph Wind 90 deg 0.062 0.0668106.67 -0.0057 0.0668 Serviceability - 60 mph Wind 90 deg 0.070 0.0695113.33 -0.0062 0.0698 Serviceability - 60 mph Wind 90 deg 0.078 0.0727120.00 -0.0068 0.0728 Serviceability - 60 mph Wind 90 deg 0.096 0.0805133.33 -0.0074 0.0808 Serviceability - 60 mph Wind 90 deg 0.171 0.1062180.00 -0.0087 0.1063 Serviceability - 60 mph Wind 90 deg 0.184 0.1126186.67 -0.0090 0.1127 Serviceability - 60 mph Wind 90 deg 0.198 0.1174193.33 -0.0092 0.1178 Serviceability - 60 mph Wind 90 deg 0.421 0.2068275.00 -0.0078 0.2069 Serviceability - 60 mph Wind 90 deg 0.496 0.2196295.00 -0.0064 0.2197 Serviceability - 60 mph Wind 120 deg 0.057 0.0640100.00 -0.0046 0.0641 Serviceability - 60 mph Wind 120 deg 0.065 0.0700106.67 -0.0051 0.0700 Serviceability - 60 mph Wind 120 deg 0.074 0.0728113.33 -0.0056 0.0729 Serviceability - 60 mph Wind 120 deg 0.082 0.0767120.00 -0.0061 0.0768 Serviceability - 60 mph Wind 120 deg 0.101 0.0846133.33 -0.0067 0.0848 Serviceability - 60 mph Wind 120 deg 0.180 0.1111180.00 -0.0078 0.1111 Serviceability - 60 mph Wind 120 deg 0.193 0.1177186.67 -0.0081 0.1178 Serviceability - 60 mph Wind 120 deg 0.207 0.1229193.33 -0.0083 0.1230 Serviceability - 60 mph Wind 120 deg 0.440 0.2148275.00 -0.0072 0.2148 Page 29 3/1/2021 11:29:13 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5110 Site Name: Code:ANSI/TIA-222-H Angle Road, FL Customer:T-MOBILE Engineering Number:13619846_C3_01 Serviceability - 60 mph Wind 120 deg 0.518 0.2271295.00 -0.0060 0.2272 Serviceability - 60 mph Wind 180 deg 0.054 0.0600100.00 0.0018 0.0600 Serviceability - 60 mph Wind 180 deg 0.061 0.0652106.67 0.0018 0.0652 Serviceability - 60 mph Wind 180 deg 0.069 0.0681113.33 0.0017 0.0682 Serviceability - 60 mph Wind 180 deg 0.077 0.0731120.00 0.0016 0.0731 Serviceability - 60 mph Wind 180 deg 0.095 0.0798133.33 0.0018 0.0798 Serviceability - 60 mph Wind 180 deg 0.169 0.1047180.00 0.0029 0.1047 Serviceability - 60 mph Wind 180 deg 0.182 0.1111186.67 0.0031 0.1111 Serviceability - 60 mph Wind 180 deg 0.195 0.1158193.33 0.0034 0.1159 Serviceability - 60 mph Wind 180 deg 0.415 0.2042275.00 0.0026 0.2042 Serviceability - 60 mph Wind 180 deg 0.489 0.2164295.00 0.0017 0.2164 Serviceability - 60 mph Wind 210 deg 0.054 0.0609100.00 0.0026 0.0609 Serviceability - 60 mph Wind 210 deg 0.062 0.0663106.67 0.0029 0.0663 Serviceability - 60 mph Wind 210 deg 0.070 0.0697113.33 0.0032 0.0697 Serviceability - 60 mph Wind 210 deg 0.078 0.0739120.00 0.0034 0.0740 Serviceability - 60 mph Wind 210 deg 0.096 0.0811133.33 0.0037 0.0811 Serviceability - 60 mph Wind 210 deg 0.172 0.1063180.00 0.0044 0.1063 Serviceability - 60 mph Wind 210 deg 0.184 0.1127186.67 0.0045 0.1128 Serviceability - 60 mph Wind 210 deg 0.198 0.1177193.33 0.0047 0.1178 Serviceability - 60 mph Wind 210 deg 0.422 0.2070275.00 0.0040 0.2071 Serviceability - 60 mph Wind 210 deg 0.497 0.2196295.00 0.0033 0.2197 Serviceability - 60 mph Wind 240 deg 0.057 0.0640100.00 0.0046 0.0641 Serviceability - 60 mph Wind 240 deg 0.065 0.0700106.67 0.0051 0.0700 Serviceability - 60 mph Wind 240 deg 0.074 0.0728113.33 0.0056 0.0729 Serviceability - 60 mph Wind 240 deg 0.082 0.0767120.00 0.0061 0.0768 Serviceability - 60 mph Wind 240 deg 0.101 0.0846133.33 0.0067 0.0848 Serviceability - 60 mph Wind 240 deg 0.180 0.1111180.00 0.0078 0.1111 Serviceability - 60 mph Wind 240 deg 0.193 0.1177186.67 0.0081 0.1178 Serviceability - 60 mph Wind 240 deg 0.207 0.1229193.33 0.0083 0.1230 Serviceability - 60 mph Wind 240 deg 0.440 0.2148275.00 0.0072 0.2148 Serviceability - 60 mph Wind 240 deg 0.518 0.2271295.00 0.0060 0.2272 Serviceability - 60 mph Wind 300 deg 0.054 0.0599100.00 0.0043 0.0599 Serviceability - 60 mph Wind 300 deg 0.061 0.0656106.67 0.0048 0.0657 Serviceability - 60 mph Wind 300 deg 0.069 0.0681113.33 0.0053 0.0682 Serviceability - 60 mph Wind 300 deg 0.077 0.0719120.00 0.0058 0.0720 Serviceability - 60 mph Wind 300 deg 0.095 0.0794133.33 0.0063 0.0795 Serviceability - 60 mph Wind 300 deg 0.169 0.1047180.00 0.0074 0.1047 Serviceability - 60 mph Wind 300 deg 0.181 0.1111186.67 0.0076 0.1111 Serviceability - 60 mph Wind 300 deg 0.195 0.1156193.33 0.0079 0.1158 Serviceability - 60 mph Wind 300 deg 0.415 0.2042275.00 0.0065 0.2042 Serviceability - 60 mph Wind 300 deg 0.489 0.2164295.00 0.0053 0.2164 Serviceability - 60 mph Wind 330 deg 0.054 0.0609100.00 0.0025 0.0609 Serviceability - 60 mph Wind 330 deg 0.062 0.0663106.67 0.0028 0.0664 Serviceability - 60 mph Wind 330 deg 0.070 0.0697113.33 0.0031 0.0697 Serviceability - 60 mph Wind 330 deg 0.078 0.0739120.00 0.0033 0.0740 Serviceability - 60 mph Wind 330 deg 0.096 0.0810133.33 0.0036 0.0811 Serviceability - 60 mph Wind 330 deg 0.172 0.1063180.00 0.0043 0.1063 Serviceability - 60 mph Wind 330 deg 0.184 0.1128186.67 0.0044 0.1128 Serviceability - 60 mph Wind 330 deg 0.198 0.1177193.33 0.0046 0.1178 Serviceability - 60 mph Wind 330 deg 0.422 0.2070275.00 0.0038 0.2071 Serviceability - 60 mph Wind 330 deg 0.497 0.2196295.00 0.0031 0.2197 Base Shear DL+WL 953.96 116.43 DL+WL+ILAnchor Group UpLiftDL+WL 142.99142.99 200.32 8.61 28255.50 1203.77 DL+WL+IL Vertical (kip)Horizontal (kip)Moment (kip-ft) DL+WL+ILDL+WL Maximum Reactions Summary Page 30 Asset 5110 v1.0 Pier Foundation Analysis (ANSI/TIA-222-H) Foundation Analysis Parameters Reactions Pier Diameter D 5.00 ft Moment, Mu 0.0 k-ft Pier Embedment L-h 56.5 ft Shear, Vu 116.4 k Pier Height above Ground H 0.50 ft Axial, Pu 954.0 k Water Table Depth [BGL]GW 2 ft Uplift, Tu 808.9 k Pullout Angle Θ 30 °Anchor Radius 0.0 ft Unit Weight of Concrete 150 pcf Node T1 Uplift Skin Friction Factor 0.830 Soil Properties Layer Depth (ft) Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Bearing Pressure TOP BTM pcf psf °psf psf 0.0 2.0 110 0 0 0 0 2.0 4.0 110 0 0 0 0 4.0 8.0 115 0 29 651 0 8.0 14.0 115 0 32 1,116 0 14.0 23.0 105 0 28 1,458 0 23.0 26.0 80 0 5 135 0 26.0 34.0 115 0 32 2,871 0 34.0 52.0 125 0 38 6,357 0 52.0 57.5 120 0 36 6,690 0 Soil Strength Capacities Volume of Concrete 1,119.2 ft3 Weight of Concrete [Buoyancy Considered]101.1 k Average Soil Unit Weight 54.6 pcf Skin Friction Resistance 2,989.6 k Compressive Bearing Resistance 0.0 k Pullout Weight [Minus Concrete Weight]4,226.9 k Uplift Force, Tu 717.9 k Nominal Uplift Capacity, φsTn 1,861.0 k Tu / φsTn 38.6% Compressive Force, Pu 1,000.8 k Nominal Compressive Capacity, φsPn 2,242.2 k Pu / φsPn 44.6% Total Lateral Resistance 3,895.3 k Inflection Point [BGL]41.9 ft Moment at Inflection Point, MD 4,932.5 k-ft Nominal Moment Capacity, φsMn 29,695.8 k-ft MD / φsMn 16.6% Asset 5110 v1.0 Pier Strength Capacities Concrete Compressive Strength, f'c 4,000 psi Rebar Size #10 Rebar Area (Single)1.27 in2 Rebar Quantity 24 Rebar Yield Strength, Fy 60 ksi Vertical Rebar Clear Cover 3 in Tie Rebar Size #4 Tie Rebar Area (Single)0.20 in2 Tie Rebar Spacing s 12.0 in Tie Rebar Yield Strength, Fy 60 ksi Rebar Cage Diameter 51.73 in Strength Bending/Tension Reduction Factor, φB 0.90 Strength Shear Reduction Factor, φV 0.75 Strength Compression Reduction Factor, φC 0.65 Steel Elastic Modulus 29,000 ksi Design Moment, Mu 1,702.8 k-ft Moment Capacity, φBMn 3,474.3 k-ft Mu / φBMn 49.0% Design Shear, Vu 116.4 k Shear Capacity, φVVn 186.8 k Vu / φVVn 62.3% Design Tension, Tu 808.9 k Tension Capacity, φTTn 1,645.9 k Tu / φTTn 49.1% Design Compression, Pu 1,000.8 k Compression Capacity, φPPn 5,896.0 k Pu / φPPn 17.0% Bending Reinforcement Ratio 0.011 Mu / φBMn + Tu / φTTn 98.2%