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HomeMy WebLinkAboutAPPROVED Structural Analysis<<w=175; h=175; n=BLANK - SIG; a=11>> ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure : 300 ft Self Supported Tower ATC Site Name : Midway Road, FL ATC Asset Number : 5100 Engineering Number : 13677274_C3_03 Proposed Carrier : T-MOBILE Carrier Site Name : A2P0047A Carrier Site Number : A2P0047A Site Location : 5690 ENVIRONMENT DR. Fort Pierce, FL 34981-4811 27.379600, -80.382100 County : St. Lucie Date : June 3, 2021 Max Usage : 102% Result : Pass Prepared By: Nicholas Beam Structural Engineer Reviewed By: COA: 9053 Eng. Number 13677274_C3_03 June 3, 2021 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction ................................................................................................................................................. 1 Supporting Documents................................................................................................................................ 1 Analysis ......................................................................................................................................................... 1 Conclusion .................................................................................................................................................... 1 Existing and Reserved Equipment ............................................................................................................... 2 Equipment to be Removed ......................................................................................................................... 2 Proposed Equipment ................................................................................................................................... 3 Structure Usages ........................................................................................................................................... 4 Foundations .................................................................................................................................................. 4 Deflection, Twist, and Sway ......................................................................................................................... 4 Standard Conditions ..................................................................................................................................... 5 Calculations ..................................................................................................................................... Attached Eng. Number 13677274_C3_03 June 3, 2021 Page 1 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 300 ft self supported tower to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Sabre Job #SA0737-S, dated October 17, 1996 Mapping by Tower Modification Specialists, dated September 22, 2019 Foundation Drawing Sabre Drawing #90B6965, dated November 1, 1996 Geotechnical Report Universal Engineering Report #6157, dated October 15, 1996 Modifications ATC Project #40091032, dated March 21, 2007 ATC Project #47556932, dated October 18, 2011 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 153.02 mph (3-Second Gust)** Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-H / 2018 IB / 7th Ed (2020) Florida Building Code Exposure Category: B 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 13677274_C3_03 June 3, 2021 Page 2 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elev.1 (ft) Qty Equipment Mount Type Lines Carrier 295.0 6 CSS DBC-7CAP Sector Frame (12) 1 5/8" Coax (2) 2 1/4" Coax VERIZON WIRELESS 6 Ericsson RRUL 11 (Band 13) 2 CSS AXP18-80-2 (19.2 lbs) 1 CSS AXP19-60-2 6 CSS X7CQAP-665-V 6 Commscope CBC71921-DF-2X 262.0 6 RFS APXV86-906515-C Sector Frame (12) 1 5/8" Coax SPRINT NEXTEL 170.0 3 Nokia FWHR Sector Frame (3) 0.21" (5.3mm) Cat 5e (3) 0.87" (22.0mm) Fiber (3) 1 1/4" Hybriflex Cable (1) 1" conduit (1) 1.16" (29.5mm) SOOW 3 Ericsson RRUS 31 B25 3 Ericsson RRUS-11 800 MHz 3 Argus LLPX411R-V4 3 RFS APXV9ERR18-C 9 RFS ACU-A20-N 155.0 3 Kathrein Scala 80010864 Sector Frame (2) 0.39" (10mm) Fiber Trunk (4) 0.76" (19.2mm) 8 AWG 6 (4) 0.78" (19.7mm) 8 AWG 6 (12) 1 5/8" Coax (1) 3/8" (0.38"- 9.5mm) RET Control Cable AT&T MOBILITY 3 Commscope SBNHH-1D85A 3 Ericsson RRUS 32 B2 3 Commscope SBNHH-1D85B (72.9") 3 Ericsson RRUS 32 (50.8 lbs) 3 Ericsson RRUS 11 (Band 12) (55 lb) 1 Raycap DC6-48-60-18-8C 3 Ericsson Radio 4426 1 Raycap DC6-48-60-18-8F 6 RFS ATM192012B-0 2 Raycap DC2-48-60-0-9E 6 Kathrein Scala 860 10025 3 Kathrein Scala 782 10254 6 RFS FDGW5504/3C-3 140.0 2 Andrew Microwaves UHX6-59W Leg (4) EW52 VERIZON WIRELESS 120.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52 100.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52 Equipment to be Removed Elev.1 (ft) Qty Equipment Mount Type Lines Carrier 180.0 3 Commscope TMAT1921B78-21A - (3) 1 1/4" (1.25"- 31.8mm) Fiber (12) 1 5/8" Coax T-MOBILE 3 Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA 3 Nokia FRIG w/o Solar Shield 3 Commscope FFHH-65C-R3 3 Raycap ASU9338TYP01 6 CellMax CMA-BDHH/6520/E0-8 3 Nokia FHFB Eng. Number 13677274_C3_03 June 3, 2021 Page 3 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Proposed Equipment Elev.1 (ft) Qty Equipment Mount Type Lines Carrier 180.0 3 Ericsson Radio 4460 B25+B66 Sector Frame (3) 1.99" (50.7mm) Hybrid T-MOBILE 3 Ericsson Radio 4480 B71+B85A 3 Commscope FFVV-65C-R3-V1 3 Ericsson Air6449 B41 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 13677274_C3_03 June 3, 2021 Page 4 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structure Usages Structural Component Controlling Usage Pass/Fail Legs 70% Pass Diagonals 92% Pass Horizontals 57% Pass Anchor Bolts 60% Pass Leg Bolts 67% Pass Foundations Reaction Component Analysis Reactions % of Usage Uplift (Kips) 688.8 92% Axial (Kips) 829.3 102% Shear (Kips) 99.3 47% 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) (°) 180.0 Ericsson Radio 4460 B25+B66 T-MOBILE 0.149 0.008 0.091 Ericsson Radio 4480 B71+B85A Ericsson Air6449 B41 Commscope FFVV-65C-R3-V1 140.0 Andrew Microwaves UHX6- 59W VERIZON WIRELESS 0.092 0.007 0.072 120.0 Andrew Microwaves UHX6- 59W 0.068 0.006 0.064 100.0 Andrew Microwaves UHX6- 59W 0.047 0.005 0.054 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Standard Conditions All engineering services performed by 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 :Midway Road, FL T-MOBILE ANSI/TIA-222-H 5100 © 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 :B Risk Cat :II Topo:1 Tower Ht :300.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:153 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 4X4X0.375DAE 36 ksi 3.5X3.5X0.375PX 50 ksi 16" DIA PIPE 3 DAE 36 ksi 4X4X0.375DAE 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 - 7 DAE 36 ksi 3X3X0.25PX 50 ksi 10" DIA PIPE 8 SAE 36 ksi 4X4X0.375PX 50 ksi 8" DIA PIPE 9 SAE 36 ksi 3.5X3.5X0.4375PX 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 2X2X0.25PST 50 ksi 3" DIA PIPE 15 SAE 36 ksi 1.75X1.75X0.1875SAE 36 ksi 1.75X1.75X0.1875PST 50 ksi 3" DIA PIPE Sub Horiz 2Sub Diag 2Sub Horiz 1 Redundant Secondary Bracing Section Sub Diag 1 Sub Diag 3 Sub Horiz 3 S3.5X3.5X0.3751 - 2 S4X4X0.375 S3.5X3.5X0.375 S4X4X0.375 S3.5X3.5X0.375 S4X4X0.375 S3.5X3.5X0.253 S4X4X0.25 S3.5X3.5X0.25 S4X4X0.25 S3.5X3.5X0.25 S4X4X0.25 S3X3X0.254 - 5 S3.5X3.5X0.25 S3X3X0.25 S3.5X3.5X0.25 S3X3X0.25 S3.5X3.5X0.25 -6 - 15 - - - - - Discrete Appurtenance Elev (ft)Type DescriptionQty 295.00 Flat Light Sector Frames3Mounting Frame 295.00 CSS X7CQAP-665-V6Panel 295.00 CSS AXP19-60-21Panel 295.00 Ericsson RRUL 11 (Band 13)6 295.00 CSS DBC-7CAP6 295.00 Commscope CBC71921-DF-2X6 295.00 CSS AXP18-80-2 (19.2 lbs)2Panel 262.00 Flat Light Sector Frames3Mounting Frame 262.00 RFS APXV86-906515-C6Panel 180.00 Ericsson Air6449 B413Panel 180.00 Commscope FFVV-65C-R3-V13Panel 180.00 Ericsson Radio 4480 B71+B85A3 180.00 Ericsson Radio 4460 B25+B663 179.00 Round Sector Frames3Mounting Frame 170.00 Round Sector Frames3Mounting Frame 170.00 RFS APXV9ERR18-C3Panel 170.00 Argus LLPX411R-V43Panel 170.00 Ericsson RRUS-11 800 MHz3 170.00 Ericsson RRUS 31 B253 170.00 Nokia FWHR3 170.00 RFS ACU-A20-N9 155.00 Kathrein Scala 800108643Panel 155.00 Commscope SBNHH-1D85A3Panel 155.00 Ericsson RRUS 32 B23 155.00 Commscope SBNHH-1D85B (72.9")3Panel 155.00 Ericsson RRUS 32 (50.8 lbs)3 155.00 Ericsson RRUS 11 (Band 12) (553 155.00 Raycap DC6-48-60-18-8C1 155.00 Ericsson Radio 44263 155.00 Raycap DC6-48-60-18-8F1 155.00 RFS ATM192012B-06 Job Information Tower : Code : Client : Location :Midway Road, FL T-MOBILE ANSI/TIA-222-H 5100 © 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 :B Risk Cat :II Topo:1 Tower Ht :300.00 ft 155.00 Raycap DC2-48-60-0-9E2 155.00 RFS FDGW5504/3C-36 155.00 Kathrein Scala 860 100256 155.00 Kathrein Scala 782 102543 153.00 Flat Light Sector Frames3Mounting Frame 140.00 Andrew Microwaves UHX6-59W2Dish 120.00 Andrew Microwaves UHX6-59W1Dish 100.00 Andrew Microwaves UHX6-59W1Dish Linear Appurtenance Elev (ft) From DescriptionToQty 10.00 300.00 Climbing Ladder1 10.00 295.00 Waveguide1 5.00 295.00 1 5/8" Coax12 5.00 293.00 2 1/4" Coax2 10.00 262.00 Waveguide1 5.00 262.00 1 5/8" Coax12 0.00 180.00 1.99" (50.7mm) Hybri3 10.00 179.00 Waveguide1 10.00 170.00 Waveguide1 5.00 170.00 1.16" (29.5mm) SOOW1 5.00 170.00 1" conduit1 5.00 170.00 1 1/4" Hybriflex Cab3 5.00 170.00 0.87" (22.0mm) Fiber3 5.00 170.00 0.21" (5.3mm) Cat 5e3 5.00 155.00 3/8" (0.38"- 9.5mm) 1 5.00 155.00 1 5/8" Coax12 5.00 155.00 0.78" (19.7mm) 8 AWG4 5.00 155.00 0.76" (19.2mm) 8 AWG4 5.00 155.00 0.39" (10mm) Fiber T2 10.00 153.00 Waveguide1 5.00 140.00 EW524 5.00 120.00 EW522 5.00 100.00 EW522 Vertical (kip) Global Base Foundation Design Loads Horizontal (kip)Load Case Moment (k-ft) DL + WL DL + WL + IL 24,262.09 972.53 153.37 153.37 168.10 6.85 Uplift (kip) Individual Base Foundation Design Loads Horizontal (kip)Vertical (kip) 688.82 99.27829.33 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 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: 153 mph 30 mph 60 mph Risk Category: Exposure Category:B II Method 1Topographic Factor Procedure: HMSL:21.00 ft Seismic Parameters (sec):8 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.053 :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 CS0.050 0.028 Load Cases 1.2D + 1.0W Normal 153.024673461914 mph Normal with No Ice 1.2D + 1.0W 60 deg 153.024673461914 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 153.024673461914 mph 90 degree with No Ice 0.9D + 1.0W Normal 153.024673461914 mph Normal with No Ice (Reduced DL) 0.9D + 1.0W 60 deg 153.024673461914 mph 60 deg with No Ice (Reduced DL) 0.9D + 1.0W 90 deg 153.024673461914 mph 90 deg with No Ice (Reduced DL) 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 + 1.0Ev + 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 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 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 Page 1 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Tower Loading (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 295.0 Commscope 6 15 0.5 0.80 0.50 0.00.7 7.6 5.5 0.0 68.54 74 111 295.0 CSS AXP18-80-2 2 19 4.8 0.80 0.78 -2.05.8 6.7 4.1 702.4 68.41 351 46 295.0 CSS AXP19-60-2 1 15 4.9 0.80 1.00 -2.05.8 6.7 4.1 451.8 68.41 226 18 295.0 CSS DBC-7CAP 6 3 0.6 0.80 0.50 0.00.6 10.4 1.9 0.0 68.54 85 24 295.0 CSS X7CQAP-665-V 6 50 8.4 0.80 0.68 0.06.0 12.5 7.1 0.0 68.54 1598 356 295.0 Ericsson RRUL 11 6 46 1.7 0.80 0.50 0.01.6 10.6 7.5 0.0 68.54 240 333 295.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 68.54 1572 1440 262.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 66.26 1701 1440 262.0 RFS APXV86-906515-6 41 10.1 0.80 0.64 0.06.8 13.0 5.1 0.0 66.26 1754 293 180.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 59.52 1615 449 180.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 59.52 435 374 180.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 59.52 209 392 180.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 59.52 232 302 179.0 Round Sector 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 59.42 1227 1080 170.0 Argus LLPX411R-V4 3 27 4.8 0.80 0.63 0.03.8 11.8 4.5 0.0 58.55 359 95 170.0 Ericsson RRUS 31 3 56 1.6 0.80 0.50 0.01.4 11.8 9.3 0.0 58.55 97 202 170.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 58.55 151 194 170.0 Nokia FWHR 3 27 1.0 0.80 0.50 0.01.1 9.7 6.3 0.0 58.55 62 95 170.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 58.55 21 11 170.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 58.55 661 180 170.0 Round Sector 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 58.55 1209 1080 155.0 Commscope SBNHH-3 32 5.0 0.80 0.69 0.04.0 11.9 7.1 0.0 57.03 404 114 155.0 Commscope SBNHH-3 42 8.2 0.80 0.69 0.06.1 11.9 7.1 0.0 57.03 658 152 155.0 Ericsson Radio 4426 3 49 1.6 0.80 0.50 0.01.3 13.2 5.8 0.0 57.03 96 175 155.0 Ericsson RRUS 11 3 55 2.5 0.80 0.50 0.01.5 17.0 7.2 0.0 57.03 147 198 155.0 Ericsson RRUS 32 3 51 2.7 0.80 0.50 0.02.2 12.1 6.7 0.0 57.03 157 183 155.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 0.02.3 12.1 7.0 0.0 57.03 160 191 155.0 Kathrein Scala 782 3 3 0.1 0.80 0.50 0.00.4 3.0 1.7 0.0 57.03 6 10 155.0 Kathrein Scala 3 55 7.1 0.80 0.65 0.04.6 14.8 6.6 0.0 57.03 538 198 155.0 Kathrein Scala 860 6 1 0.2 0.80 0.50 0.00.6 2.4 2.0 0.0 57.03 18 9 155.0 Raycap DC2-48-60-0-2 16 0.9 0.80 0.50 0.00.9 10.3 6.2 0.0 57.03 34 38 155.0 Raycap DC6-48-60-1 16 2.0 0.80 1.00 0.01.7 18.2 6.4 0.0 57.03 79 19 155.0 Raycap DC6-48-60-1 20 1.3 0.80 1.00 0.02.0 9.7 9.7 0.0 57.03 49 24 155.0 RFS ATM192012B-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 57.03 111 79 155.0 RFS FDGW5504/3C-3 6 3 0.3 0.80 0.50 0.00.5 6.2 1.3 0.0 57.03 39 21 153.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 56.82 1303 1440 140.0 Andrew Microwaves 2 359 40.3 1.00 0.88 1.06.4 76.5 60.8 3343.9 55.51 3344 862 120.0 Andrew Microwaves 1 359 40.3 1.00 1.00 1.06.4 76.5 60.8 1818.7 53.13 1819 431 100.0 Andrew Microwaves 1 359 40.3 1.00 0.76 1.06.4 76.5 60.8 1312.7 50.46 1313 431 Totals 134 10910 807.0 1309224152 (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 Commscope 6 15 0.5 0.80 0.50 0.00.7 7.6 5.5 0.0 68.54 74 83 295.0 CSS AXP18-80-2 2 19 4.8 0.80 0.78 -2.05.8 6.7 4.1 702.4 68.41 351 35 295.0 CSS AXP19-60-2 1 15 4.9 0.80 1.00 -2.05.8 6.7 4.1 451.8 68.41 226 14 295.0 CSS DBC-7CAP 6 3 0.6 0.80 0.50 0.00.6 10.4 1.9 0.0 68.54 85 18 295.0 CSS X7CQAP-665-V 6 50 8.4 0.80 0.68 0.06.0 12.5 7.1 0.0 68.54 1598 267 295.0 Ericsson RRUL 11 6 46 1.7 0.80 0.50 0.01.6 10.6 7.5 0.0 68.54 240 250 295.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 68.54 1572 1080 Page 2 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Tower Loading 262.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 66.26 1701 1080 262.0 RFS APXV86-906515-6 41 10.1 0.80 0.64 0.06.8 13.0 5.1 0.0 66.26 1754 220 180.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 59.52 1615 336 180.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 59.52 435 281 180.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 59.52 209 294 180.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 59.52 232 227 179.0 Round Sector 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 59.42 1227 810 170.0 Argus LLPX411R-V4 3 27 4.8 0.80 0.63 0.03.8 11.8 4.5 0.0 58.55 359 72 170.0 Ericsson RRUS 31 3 56 1.6 0.80 0.50 0.01.4 11.8 9.3 0.0 58.55 97 151 170.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 58.55 151 146 170.0 Nokia FWHR 3 27 1.0 0.80 0.50 0.01.1 9.7 6.3 0.0 58.55 62 72 170.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 58.55 21 8 170.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 58.55 661 135 170.0 Round Sector 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 58.55 1209 810 155.0 Commscope SBNHH-3 32 5.0 0.80 0.69 0.04.0 11.9 7.1 0.0 57.03 404 86 155.0 Commscope SBNHH-3 42 8.2 0.80 0.69 0.06.1 11.9 7.1 0.0 57.03 658 114 155.0 Ericsson Radio 4426 3 49 1.6 0.80 0.50 0.01.3 13.2 5.8 0.0 57.03 96 131 155.0 Ericsson RRUS 11 3 55 2.5 0.80 0.50 0.01.5 17.0 7.2 0.0 57.03 147 149 155.0 Ericsson RRUS 32 3 51 2.7 0.80 0.50 0.02.2 12.1 6.7 0.0 57.03 157 137 155.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 0.02.3 12.1 7.0 0.0 57.03 160 143 155.0 Kathrein Scala 782 3 3 0.1 0.80 0.50 0.00.4 3.0 1.7 0.0 57.03 6 8 155.0 Kathrein Scala 3 55 7.1 0.80 0.65 0.04.6 14.8 6.6 0.0 57.03 538 149 155.0 Kathrein Scala 860 6 1 0.2 0.80 0.50 0.00.6 2.4 2.0 0.0 57.03 18 6 155.0 Raycap DC2-48-60-0-2 16 0.9 0.80 0.50 0.00.9 10.3 6.2 0.0 57.03 34 29 155.0 Raycap DC6-48-60-1 16 2.0 0.80 1.00 0.01.7 18.2 6.4 0.0 57.03 79 14 155.0 Raycap DC6-48-60-1 20 1.3 0.80 1.00 0.02.0 9.7 9.7 0.0 57.03 49 18 155.0 RFS ATM192012B-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 57.03 111 59 155.0 RFS FDGW5504/3C-3 6 3 0.3 0.80 0.50 0.00.5 6.2 1.3 0.0 57.03 39 16 153.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 56.82 1303 1080 140.0 Andrew Microwaves 2 359 40.3 1.00 0.88 1.06.4 76.5 60.8 3343.9 55.51 3344 646 120.0 Andrew Microwaves 1 359 40.3 1.00 1.00 1.06.4 76.5 60.8 1818.7 53.13 1819 323 100.0 Andrew Microwaves 1 359 40.3 1.00 0.76 1.06.4 76.5 60.8 1312.7 50.46 1313 323 Totals 134 10910 807.0 981924152 (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 Commscope 6 0.80150.5 0.50 0.00.7 7.6 5.5 0.0 2.63 3 111 295.0 CSS AXP18-80-2 2 0.80194.8 0.78 -2.05.8 6.7 4.1 27.0 2.63 13 46 295.0 CSS AXP19-60-2 1 0.80154.9 1.00 -2.05.8 6.7 4.1 17.4 2.63 9 18 295.0 CSS DBC-7CAP 6 0.8030.6 0.50 0.00.6 10.4 1.9 0.0 2.63 3 24 295.0 CSS X7CQAP-665-V 6 0.80508.4 0.68 0.06.0 12.5 7.1 0.0 2.63 61 356 295.0 Ericsson RRUL 11 6 0.80461.7 0.50 0.01.6 10.6 7.5 0.0 2.63 9 333 295.0 Flat Light Sector 3 0.7540017.9 0.67 0.00.0 0.0 0.0 0.0 2.63 60 1440 262.0 Flat Light Sector 3 0.7540017.9 0.75 0.00.0 0.0 0.0 0.0 2.55 65 1440 262.0 RFS APXV86-906515-6 0.804110.1 0.64 0.06.8 13.0 5.1 0.0 2.55 67 293 180.0 Commscope FFVV-3 0.8012521.1 0.63 0.08.0 25.2 9.3 0.0 2.29 62 449 180.0 Ericsson Air6449 3 0.801045.7 0.63 0.02.8 20.6 8.6 0.0 2.29 17 374 180.0 Ericsson Radio 4460 3 0.801092.6 0.67 0.01.6 15.7 12.1 0.0 2.29 8 392 180.0 Ericsson Radio 4480 3 0.80842.9 0.67 0.01.8 15.7 7.5 0.0 2.29 9 302 179.0 Round Sector 3 0.7530014.4 0.75 0.00.0 0.0 0.0 0.0 2.28 47 1080 170.0 Argus LLPX411R-V4 3 0.80274.8 0.63 0.03.8 11.8 4.5 0.0 2.25 14 95 170.0 Ericsson RRUS 31 3 0.80561.6 0.50 0.01.4 11.8 9.3 0.0 2.25 4 202 170.0 Ericsson RRUS-11 3 0.80542.5 0.50 0.01.4 17.8 9.2 0.0 2.25 6 194 170.0 Nokia FWHR 3 0.80271.0 0.50 0.01.1 9.7 6.3 0.0 2.25 2 95 Page 3 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Tower Loading 170.0 RFS ACU-A20-N 9 0.8010.1 0.50 0.00.3 2.0 3.5 0.0 2.25 1 11 170.0 RFS APXV9ERR18-C 3 0.80508.0 0.69 0.06.0 11.8 7.0 0.0 2.25 25 180 170.0 Round Sector 3 0.7530014.4 0.75 0.00.0 0.0 0.0 0.0 2.25 46 1080 155.0 Commscope SBNHH-3 0.80325.0 0.69 0.04.0 11.9 7.1 0.0 2.19 16 114 155.0 Commscope SBNHH-3 0.80428.2 0.69 0.06.1 11.9 7.1 0.0 2.19 25 152 155.0 Ericsson Radio 4426 3 0.80491.6 0.50 0.01.3 13.2 5.8 0.0 2.19 4 175 155.0 Ericsson RRUS 11 3 0.80552.5 0.50 0.01.5 17.0 7.2 0.0 2.19 6 198 155.0 Ericsson RRUS 32 3 0.80512.7 0.50 0.02.2 12.1 6.7 0.0 2.19 6 183 155.0 Ericsson RRUS 32 B2 3 0.80532.7 0.50 0.02.3 12.1 7.0 0.0 2.19 6 191 155.0 Kathrein Scala 782 3 0.8030.1 0.50 0.00.4 3.0 1.7 0.0 2.19 0 10 155.0 Kathrein Scala 3 0.80557.1 0.65 0.04.6 14.8 6.6 0.0 2.19 21 198 155.0 Kathrein Scala 860 6 0.8010.2 0.50 0.00.6 2.4 2.0 0.0 2.19 1 9 155.0 Raycap DC2-48-60-0-2 0.80160.9 0.50 0.00.9 10.3 6.2 0.0 2.19 1 38 155.0 Raycap DC6-48-60-1 0.80162.0 1.00 0.01.7 18.2 6.4 0.0 2.19 3 19 155.0 Raycap DC6-48-60-1 0.80201.3 1.00 0.02.0 9.7 9.7 0.0 2.19 2 24 155.0 RFS ATM192012B-0 6 0.80111.0 0.50 0.00.8 11.5 6.0 0.0 2.19 4 79 155.0 RFS FDGW5504/3C-3 6 0.8030.3 0.50 0.00.5 6.2 1.3 0.0 2.19 2 21 153.0 Flat Light Sector 3 0.7540017.9 0.67 0.00.0 0.0 0.0 0.0 2.18 50 1440 140.0 Andrew Microwaves 2 1.0035940.3 0.88 1.06.4 76.5 60.8 128.5 2.13 129 862 120.0 Andrew Microwaves 1 1.0035940.3 1.00 1.06.4 76.5 60.8 69.9 2.04 70 431 100.0 Andrew Microwaves 1 1.0035940.3 0.76 1.06.4 76.5 60.8 50.5 1.94 50 431 Totals 134 10910 807.0 13092928 (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 Commscope 6 15 0.5 0.80 0.50 0.00.7 7.6 5.5 0.0 10.54 11 92 295.0 CSS AXP18-80-2 2 19 4.8 0.80 0.78 -2.05.8 6.7 4.1 108.0 10.52 54 38 295.0 CSS AXP19-60-2 1 15 4.9 0.80 1.00 -2.05.8 6.7 4.1 69.5 10.52 35 15 295.0 CSS DBC-7CAP 6 3 0.6 0.80 0.50 0.00.6 10.4 1.9 0.0 10.54 13 20 295.0 CSS X7CQAP-665-V 6 50 8.4 0.80 0.68 0.06.0 12.5 7.1 0.0 10.54 246 297 295.0 Ericsson RRUL 11 6 46 1.7 0.80 0.50 0.01.6 10.6 7.5 0.0 10.54 37 278 295.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 10.54 242 1200 262.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 10.19 262 1200 262.0 RFS APXV86-906515-6 41 10.1 0.80 0.64 0.06.8 13.0 5.1 0.0 10.19 270 244 180.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 9.15 248 374 180.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 9.15 67 312 180.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 9.15 32 327 180.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 9.15 36 252 179.0 Round Sector 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 9.14 189 900 170.0 Argus LLPX411R-V4 3 27 4.8 0.80 0.63 0.03.8 11.8 4.5 0.0 9.00 55 80 170.0 Ericsson RRUS 31 3 56 1.6 0.80 0.50 0.01.4 11.8 9.3 0.0 9.00 15 168 170.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 9.00 23 162 170.0 Nokia FWHR 3 27 1.0 0.80 0.50 0.01.1 9.7 6.3 0.0 9.00 10 80 170.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 9.00 3 9 170.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 9.00 102 150 170.0 Round Sector 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 9.00 186 900 155.0 Commscope SBNHH-3 32 5.0 0.80 0.69 0.04.0 11.9 7.1 0.0 8.77 62 95 155.0 Commscope SBNHH-3 42 8.2 0.80 0.69 0.06.1 11.9 7.1 0.0 8.77 101 126 155.0 Ericsson Radio 4426 3 49 1.6 0.80 0.50 0.01.3 13.2 5.8 0.0 8.77 15 146 155.0 Ericsson RRUS 11 3 55 2.5 0.80 0.50 0.01.5 17.0 7.2 0.0 8.77 23 165 155.0 Ericsson RRUS 32 3 51 2.7 0.80 0.50 0.02.2 12.1 6.7 0.0 8.77 24 152 155.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 0.02.3 12.1 7.0 0.0 8.77 25 159 155.0 Kathrein Scala 782 3 3 0.1 0.80 0.50 0.00.4 3.0 1.7 0.0 8.77 1 9 155.0 Kathrein Scala 3 55 7.1 0.80 0.65 0.04.6 14.8 6.6 0.0 8.77 83 165 Page 4 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Tower Loading 155.0 Kathrein Scala 860 6 1 0.2 0.80 0.50 0.00.6 2.4 2.0 0.0 8.77 3 7 155.0 Raycap DC2-48-60-0-2 16 0.9 0.80 0.50 0.00.9 10.3 6.2 0.0 8.77 5 32 155.0 Raycap DC6-48-60-1 16 2.0 0.80 1.00 0.01.7 18.2 6.4 0.0 8.77 12 16 155.0 Raycap DC6-48-60-1 20 1.3 0.80 1.00 0.02.0 9.7 9.7 0.0 8.77 8 20 155.0 RFS ATM192012B-0 6 11 1.0 0.80 0.50 0.00.8 11.5 6.0 0.0 8.77 17 66 155.0 RFS FDGW5504/3C-3 6 3 0.3 0.80 0.50 0.00.5 6.2 1.3 0.0 8.77 6 17 153.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 8.73 200 1200 140.0 Andrew Microwaves 2 359 40.3 1.00 0.88 1.06.4 76.5 60.8 514.1 8.53 514 718 120.0 Andrew Microwaves 1 359 40.3 1.00 1.00 1.06.4 76.5 60.8 279.6 8.17 280 359 100.0 Andrew Microwaves 1 359 40.3 1.00 0.76 1.06.4 76.5 60.8 201.8 7.76 202 359 Totals 134 10910 807.0 109103713 Page 5 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Tower Loading Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 10.00 300.0 Climbing Ladder 1 1.00 4.00 3 Individual100 0.00 1.00 1.00 0.00N 5.00 295.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 1.00 1.00 0.00N 10.00 295.0 Waveguide 1 1.50 6.90 1 Individual100 0.00 1.00 1.00 0.00N 5.00 293.0 2 1/4" Coax 2 2.38 1.22 3 Individual100 0.00 1.00 1.00 0.00N 5.00 262.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 1.00 1.00 0.00N 10.00 262.0 Waveguide 1 1.50 6.90 1 Individual100 0.00 1.00 1.00 0.29N 0.00 180.0 1.99" (50.7mm) 3 1.99 1.90 None Individual100 0.00 1.00 1.00 0.00N 10.00 179.0 Waveguide 1 1.50 6.90 1 Individual100 0.00 1.00 1.00 0.51N 5.00 170.0 0.21" (5.3mm) Cat 3 0.21 0.02 2 Individual100 0.00 1.00 1.00 0.01N 5.00 170.0 0.87" (22.0mm) 3 0.87 0.25 2 Individual100 0.00 1.00 1.00 0.01N 5.00 170.0 1 1/4" Hybriflex 3 1.54 1.00 2 Block100 0.00 1.00 1.00 0.46N 5.00 170.0 1" conduit 1 1.32 1.68 2 Individual100 0.00 1.00 1.00 0.00N 5.00 170.0 1.16" (29.5mm) 1 1.16 0.96 2 Individual100 0.00 1.00 1.00 0.00N 10.00 170.0 Waveguide 1 1.50 6.90 2 Individual100 0.00 1.00 1.00 0.37N 5.00 155.0 0.39" (10mm) Fiber 2 0.39 0.06 3 Individual100 0.00 1.00 1.00 0.01N 5.00 155.0 0.76" (19.2mm) 8 4 0.76 0.53 3 Block100 0.00 1.00 1.00 0.51N 5.00 155.0 0.78" (19.7mm) 8 4 0.78 0.59 3 Individual100 0.00 1.00 1.00 0.01N 5.00 155.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.51N 5.00 155.0 3/8" (0.38"- 1 0.38 0.23 None Individual100 0.00 1.00 1.00 0.01N 10.00 153.0 Waveguide 1 1.50 6.00 3 Individual100 0.00 1.00 1.00 0.00N 5.00 140.0 EW52 4 2.25 0.59 1 Individual100 0.00 1.00 1.00 0.00N 5.00 120.0 EW52 2 2.25 0.59 1 Individual100 0.00 1.00 1.00 0.00N 5.00 100.0 EW52 2 2.25 0.59 1 Individual100 0.00 1.00 1.00 0.00N Page 6 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W Normal 153.024673461914 mph Normal with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 68.21 1706 417215.740.01.001.002.700.1690.00011.6679.605 015040.0042.54 2466 14 270.00 66.83 2415 511917.290.01.001.002.750.1550.00011.68911.163 019400.0047.60 2704 13 250.00 65.37 3701 729423.590.01.001.002.740.1580.00013.35916.899 027870.0064.65 3593 12 230.00 63.84 3614 761226.910.01.001.002.740.1590.00018.57919.044 035130.0073.68 3998 11 210.00 62.20 3522 803531.050.01.001.002.750.1560.00022.12621.720 046130.0085.38 4514 10 190.00 60.44 3422 906240.950.01.001.002.680.1750.00028.80528.504 051480.00109.78 5640 9 170.00 58.55 3830 982244.260.01.001.002.720.1640.00028.80531.987 085640.00120.38 5991 8 150.00 56.50 4905 1177752.870.01.001.002.710.1680.00028.80540.539 095180.00143.10 6872 7 130.00 54.23 5539 1170548.290.01.001.002.770.1510.00035.90233.248 0109640.00133.74 6165 6 110.00 51.71 5519 1180951.210.01.001.002.790.1440.00035.90236.296 0114280.00143.13 6290 5 90.00 48.82 5435 1256062.700.01.001.002.740.1590.00042.58144.670 0125350.00171.69 7125 4 70.00 45.44 5059 1209366.010.01.001.002.760.1530.00042.58148.103 0131010.00182.12 7034 3 50.00 41.28 4595 1186375.900.01.001.002.730.1620.00046.75656.044 0166400.00207.16 7268 2 30.00 35.67 3971 1070181.650.01.001.002.720.1650.00053.43558.873 0191200.00221.97 6730 1 10.00 35.64 3339 1034384.410.01.001.002.740.1590.00053.43561.791 0189080.00231.20 7004 140283 0 143968 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 60 deg 153.024673461914 mph 60 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 68.21 1706 387113.820.01.000.802.700.1690.00011.6679.605 015040.0037.35 2165 14 270.00 66.83 2415 477015.060.01.000.802.750.1550.00011.68911.163 019400.0041.46 2355 13 250.00 65.37 3701 677920.210.01.000.802.740.1580.00013.35916.899 027870.0055.39 3078 12 230.00 63.84 3614 704623.100.01.000.802.740.1590.00018.57919.044 035130.0063.25 3432 11 210.00 62.20 3522 740426.710.01.000.802.750.1560.00022.12621.720 046130.0073.43 3882 10 190.00 60.44 3422 827735.240.01.000.802.680.1750.00028.80528.504 051480.0094.50 4855 9 170.00 58.55 3830 895637.860.01.000.802.720.1640.00028.80531.987 085640.00102.98 5125 8 150.00 56.50 4905 1072344.760.01.000.802.710.1680.00028.80540.539 095180.00121.15 5818 7 130.00 54.23 5539 1085641.640.01.000.802.770.1510.00035.90233.248 0109640.00115.32 5316 6 110.00 51.71 5519 1091743.960.01.000.802.790.1440.00035.90236.296 0114280.00122.84 5399 5 90.00 48.82 5435 1154553.760.01.000.802.740.1590.00042.58144.670 0125350.00147.23 6110 4 70.00 45.44 5059 1106856.380.01.000.802.760.1530.00042.58148.103 0131010.00155.57 6009 3 50.00 41.28 4595 1079064.690.01.000.802.730.1620.00046.75656.044 0166400.00176.57 6195 2 30.00 35.67 3971 973169.880.01.000.802.720.1650.00053.43558.873 0191200.00189.96 5760 1 10.00 35.64 2925 890472.050.01.000.802.740.1590.00053.43561.791 0189080.00197.35 5979 140283 0 131637 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 90 deg 153.024673461914 mph 90 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 68.21 1706 394714.300.01.000.852.700.1690.00011.6679.605 015040.0038.65 2241 Page 7 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Section Forces 14 270.00 66.83 2415 485715.620.01.000.852.750.1550.00011.68911.163 019400.0043.00 2442 13 250.00 65.37 3701 690821.060.01.000.852.740.1580.00013.35916.899 027870.0057.71 3207 12 230.00 63.84 3614 718824.050.01.000.852.740.1590.00018.57919.044 035130.0065.86 3574 11 210.00 62.20 3522 756227.790.01.000.852.750.1560.00022.12621.720 046130.0076.42 4040 10 190.00 60.44 3422 847436.670.01.000.852.680.1750.00028.80528.504 051480.0098.32 5051 9 170.00 58.55 3830 917239.460.01.000.852.720.1640.00028.80531.987 085640.00107.33 5342 8 150.00 56.50 4905 1098646.790.01.000.852.710.1680.00028.80540.539 095180.00126.64 6081 7 130.00 54.23 5539 1106843.300.01.000.852.770.1510.00035.90233.248 0109640.00119.93 5529 6 110.00 51.71 5519 1114045.770.01.000.852.790.1440.00035.90236.296 0114280.00127.91 5622 5 90.00 48.82 5435 1179956.000.01.000.852.740.1590.00042.58144.670 0125350.00153.34 6364 4 70.00 45.44 5059 1132458.790.01.000.852.760.1530.00042.58148.103 0131010.00162.21 6265 3 50.00 41.28 4595 1105867.490.01.000.852.730.1620.00046.75656.044 0166400.00184.21 6463 2 30.00 35.67 3971 997372.820.01.000.852.720.1650.00053.43558.873 0191200.00197.96 6002 1 10.00 35.64 2925 916075.140.01.000.852.740.1590.00053.43561.791 0189080.00205.82 6235 140283 0 134616 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 0.9D + 1.0W Normal 153.024673461914 mph Normal with No Ice (Reduced DL) T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 68.21 1706 417215.740.01.001.002.700.1690.00011.6679.605 011280.0042.54 2466 14 270.00 66.83 2415 511917.290.01.001.002.750.1550.00011.68911.163 014550.0047.60 2704 13 250.00 65.37 3701 729423.590.01.001.002.740.1580.00013.35916.899 020900.0064.65 3593 12 230.00 63.84 3614 761226.910.01.001.002.740.1590.00018.57919.044 026350.0073.68 3998 11 210.00 62.20 3522 803531.050.01.001.002.750.1560.00022.12621.720 034600.0085.38 4514 10 190.00 60.44 3422 906240.950.01.001.002.680.1750.00028.80528.504 038610.00109.78 5640 9 170.00 58.55 3830 982244.260.01.001.002.720.1640.00028.80531.987 064230.00120.38 5991 8 150.00 56.50 4905 1177752.870.01.001.002.710.1680.00028.80540.539 071380.00143.10 6872 7 130.00 54.23 5539 1170548.290.01.001.002.770.1510.00035.90233.248 082230.00133.74 6165 6 110.00 51.71 5519 1180951.210.01.001.002.790.1440.00035.90236.296 085710.00143.13 6290 5 90.00 48.82 5435 1256062.700.01.001.002.740.1590.00042.58144.670 094020.00171.69 7125 4 70.00 45.44 5059 1209366.010.01.001.002.760.1530.00042.58148.103 098260.00182.12 7034 3 50.00 41.28 4595 1186375.900.01.001.002.730.1620.00046.75656.044 0124800.00207.16 7268 2 30.00 35.67 3971 1070181.650.01.001.002.720.1650.00053.43558.873 0143400.00221.97 6730 1 10.00 35.64 2925 992984.410.01.001.002.740.1590.00053.43561.791 0141810.00231.20 7004 105212 0 143555 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 0.9D + 1.0W 60 deg 153.024673461914 mph 60 deg with No Ice (Reduced DL) T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 68.21 1706 387113.820.01.000.802.700.1690.00011.6679.605 011280.0037.35 2165 14 270.00 66.83 2415 477015.060.01.000.802.750.1550.00011.68911.163 014550.0041.46 2355 13 250.00 65.37 3701 677920.210.01.000.802.740.1580.00013.35916.899 020900.0055.39 3078 12 230.00 63.84 3614 704623.100.01.000.802.740.1590.00018.57919.044 026350.0063.25 3432 11 210.00 62.20 3522 740426.710.01.000.802.750.1560.00022.12621.720 034600.0073.43 3882 10 190.00 60.44 3422 827735.240.01.000.802.680.1750.00028.80528.504 038610.0094.50 4855 9 170.00 58.55 3830 895637.860.01.000.802.720.1640.00028.80531.987 064230.00102.98 5125 8 150.00 56.50 4905 1072344.760.01.000.802.710.1680.00028.80540.539 071380.00121.15 5818 7 130.00 54.23 5539 1085641.640.01.000.802.770.1510.00035.90233.248 082230.00115.32 5316 6 110.00 51.71 5519 1091743.960.01.000.802.790.1440.00035.90236.296 085710.00122.84 5399 5 90.00 48.82 5435 1154553.760.01.000.802.740.1590.00042.58144.670 094020.00147.23 6110 Page 8 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Section Forces 4 70.00 45.44 5059 1106856.380.01.000.802.760.1530.00042.58148.103 098260.00155.57 6009 3 50.00 41.28 4595 1079064.690.01.000.802.730.1620.00046.75656.044 0124800.00176.57 6195 2 30.00 35.67 3971 973169.880.01.000.802.720.1650.00053.43558.873 0143400.00189.96 5760 1 10.00 35.64 2925 890472.050.01.000.802.740.1590.00053.43561.791 0141810.00197.35 5979 105212 0 131637 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 0.9D + 1.0W 90 deg 153.024673461914 mph 90 deg with No Ice (Reduced DL) T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 68.21 1706 394714.300.01.000.852.700.1690.00011.6679.605 011280.0038.65 2241 14 270.00 66.83 2415 485715.620.01.000.852.750.1550.00011.68911.163 014550.0043.00 2442 13 250.00 65.37 3701 690821.060.01.000.852.740.1580.00013.35916.899 020900.0057.71 3207 12 230.00 63.84 3614 718824.050.01.000.852.740.1590.00018.57919.044 026350.0065.86 3574 11 210.00 62.20 3522 756227.790.01.000.852.750.1560.00022.12621.720 034600.0076.42 4040 10 190.00 60.44 3422 847436.670.01.000.852.680.1750.00028.80528.504 038610.0098.32 5051 9 170.00 58.55 3830 917239.460.01.000.852.720.1640.00028.80531.987 064230.00107.33 5342 8 150.00 56.50 4905 1098646.790.01.000.852.710.1680.00028.80540.539 071380.00126.64 6081 7 130.00 54.23 5539 1106843.300.01.000.852.770.1510.00035.90233.248 082230.00119.93 5529 6 110.00 51.71 5519 1114045.770.01.000.852.790.1440.00035.90236.296 085710.00127.91 5622 5 90.00 48.82 5435 1179956.000.01.000.852.740.1590.00042.58144.670 094020.00153.34 6364 4 70.00 45.44 5059 1132458.790.01.000.852.760.1530.00042.58148.103 098260.00162.21 6265 3 50.00 41.28 4595 1105867.490.01.000.852.730.1620.00046.75656.044 0124800.00184.21 6463 2 30.00 35.67 3971 997372.820.01.000.852.720.1650.00053.43558.873 0143400.00197.96 6002 1 10.00 35.64 2925 916075.140.01.000.852.740.1590.00053.43561.791 0141810.00205.82 6235 105212 0 134616 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.00 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 2.62 63 16116.250.01.001.002.700.1690.00011.6679.605 015040.0043.92 98 14 270.00 2.57 90 19717.800.01.001.002.750.1550.00011.68911.163 019400.0049.01 107 13 250.00 2.51 139 28224.490.01.001.002.740.1580.00013.35916.899 027870.0067.13 143 12 230.00 2.45 136 30529.610.01.001.002.740.1590.00018.57919.044 035130.0081.07 169 11 210.00 2.39 132 32434.290.01.001.002.750.1560.00022.12621.720 046130.0094.28 192 10 190.00 2.32 128 36644.940.01.001.002.680.1750.00028.80528.504 051480.00120.49 238 9 170.00 2.25 158 41048.380.01.001.002.720.1640.00028.80531.987 085640.00131.59 252 8 150.00 2.17 200 48456.950.01.001.002.710.1680.00028.80540.539 095180.00154.14 284 7 130.00 2.08 233 49653.630.01.001.002.770.1510.00035.90233.248 0109640.00148.52 263 6 110.00 1.99 235 50356.650.01.001.002.790.1440.00035.90236.296 0114280.00158.32 267 5 90.00 1.88 233 53468.880.01.001.002.740.1590.00042.58144.670 0125350.00188.62 301 4 70.00 1.75 217 51372.280.01.001.002.760.1530.00042.58148.103 0131010.00199.45 296 3 50.00 1.59 197 50182.640.01.001.002.730.1620.00046.75656.044 0166400.00225.55 304 2 30.00 1.37 170 45389.290.01.001.002.720.1650.00053.43558.873 0191200.00242.74 283 1 10.00 1.37 126 42092.170.01.001.002.740.1590.00053.43561.791 0189080.00252.46 294 140283 0 5948 Page 9 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.00 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 2.62 63 15014.330.01.000.802.700.1690.00011.6679.605 015040.0038.73 86 14 270.00 2.57 90 18315.570.01.000.802.750.1550.00011.68911.163 019400.0042.86 94 13 250.00 2.51 139 26321.110.01.000.802.740.1580.00013.35916.899 027870.0057.86 124 12 230.00 2.45 136 28325.800.01.000.802.740.1590.00018.57919.044 035130.0070.64 147 11 210.00 2.39 132 30029.950.01.000.802.750.1560.00022.12621.720 046130.0082.34 167 10 190.00 2.32 128 33639.240.01.000.802.680.1750.00028.80528.504 051480.00105.20 208 9 170.00 2.25 158 37641.980.01.000.802.720.1640.00028.80531.987 085640.00114.19 218 8 150.00 2.17 200 44448.840.01.000.802.710.1680.00028.80540.539 095180.00132.19 244 7 130.00 2.08 233 46346.980.01.000.802.770.1510.00035.90233.248 0109640.00130.10 231 6 110.00 1.99 235 46849.390.01.000.802.790.1440.00035.90236.296 0114280.00138.03 233 5 90.00 1.88 233 49559.940.01.000.802.740.1590.00042.58144.670 0125350.00164.15 262 4 70.00 1.75 217 47462.660.01.000.802.760.1530.00042.58148.103 0131010.00172.90 257 3 50.00 1.59 197 46071.430.01.000.802.730.1620.00046.75656.044 0166400.00194.96 263 2 30.00 1.37 170 41577.510.01.000.802.720.1650.00053.43558.873 0191200.00210.73 246 1 10.00 1.37 126 38179.810.01.000.802.740.1590.00053.43561.791 0189080.00218.61 255 140283 0 5490 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.00 in Radial Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :0.85 1.00 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 2.62 63 15214.810.01.000.852.700.1690.00011.6679.605 015040.0040.03 89 14 270.00 2.57 90 18716.130.01.000.852.750.1550.00011.68911.163 019400.0044.40 97 13 250.00 2.51 139 26821.960.01.000.852.740.1580.00013.35916.899 027870.0060.18 129 12 230.00 2.45 136 28926.750.01.000.852.740.1590.00018.57919.044 035130.0073.25 153 11 210.00 2.39 132 30631.030.01.000.852.750.1560.00022.12621.720 046130.0085.32 173 10 190.00 2.32 128 34440.660.01.000.852.680.1750.00028.80528.504 051480.00109.03 215 9 170.00 2.25 158 38543.580.01.000.852.720.1640.00028.80531.987 085640.00118.54 227 8 150.00 2.17 200 45450.870.01.000.852.710.1680.00028.80540.539 095180.00137.68 254 7 130.00 2.08 233 47148.640.01.000.852.770.1510.00035.90233.248 0109640.00134.71 239 6 110.00 1.99 235 47751.210.01.000.852.790.1440.00035.90236.296 0114280.00143.10 242 5 90.00 1.88 233 50462.180.01.000.852.740.1590.00042.58144.670 0125350.00170.27 272 4 70.00 1.75 217 48465.070.01.000.852.760.1530.00042.58148.103 0131010.00179.54 267 3 50.00 1.59 197 47074.230.01.000.852.730.1620.00046.75656.044 0166400.00202.61 273 2 30.00 1.37 170 42580.460.01.000.852.720.1650.00053.43558.873 0191200.00218.73 255 1 10.00 1.37 126 39182.900.01.000.852.740.1590.00053.43561.791 0189080.00227.07 264 140283 0 5605 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a Page 10 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Section Forces 15 290.00 10.49 240 63216.250.01.001.002.700.1690.00011.6679.605 012530.0043.92 391 14 270.00 10.27 338 76617.800.01.001.002.750.1550.00011.68911.163 016160.0049.01 428 13 250.00 10.05 537 111024.490.01.001.002.740.1580.00013.35916.899 023230.0067.13 573 12 230.00 9.81 524 120029.610.01.001.002.740.1590.00018.57919.044 029270.0081.07 676 11 210.00 9.56 510 127734.290.01.001.002.750.1560.00022.12621.720 038440.0094.28 766 10 190.00 9.29 496 143244.200.01.001.002.680.1750.00028.80528.504 042900.00118.50 936 9 170.00 9.00 589 158247.700.01.001.002.720.1640.00028.80531.987 071370.00129.74 993 8 150.00 8.69 754 188156.370.01.001.002.710.1680.00028.80540.539 079310.00152.58 1126 7 130.00 8.34 852 186351.550.01.001.002.770.1510.00035.90233.248 091370.00142.77 1012 6 110.00 7.95 848 188254.750.01.001.002.790.1440.00035.90236.296 095240.00153.01 1034 5 90.00 7.51 836 198065.510.01.001.002.740.1590.00042.58144.670 0104460.00179.40 1145 4 70.00 6.99 778 191369.320.01.001.002.760.1530.00042.58148.103 0109180.00191.27 1136 3 50.00 6.35 706 187379.250.01.001.002.730.1620.00046.75656.044 0138670.00216.31 1167 2 30.00 5.48 610 167383.820.01.001.002.720.1650.00053.43558.873 0159330.00227.86 1062 1 10.00 5.48 450 152784.410.01.001.002.740.1590.00053.43561.791 0157560.00231.20 1077 116902 0 22590 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 10.49 240 58514.330.01.000.802.700.1690.00011.6679.605 012530.0038.73 345 14 270.00 10.27 338 71215.570.01.000.802.750.1550.00011.68911.163 016160.0042.86 374 13 250.00 10.05 537 103121.110.01.000.802.740.1580.00013.35916.899 023230.0057.86 494 12 230.00 9.81 524 111325.800.01.000.802.740.1590.00018.57919.044 029270.0070.64 589 11 210.00 9.56 510 118029.950.01.000.802.750.1560.00022.12621.720 038440.0082.34 669 10 190.00 9.29 496 131138.500.01.000.802.680.1750.00028.80528.504 042900.00103.21 815 9 170.00 9.00 589 144841.310.01.000.802.720.1640.00028.80531.987 071370.00112.34 860 8 150.00 8.69 754 171848.260.01.000.802.710.1680.00028.80540.539 079310.00130.63 964 7 130.00 8.34 852 173344.900.01.000.802.770.1510.00035.90233.248 091370.00124.36 881 6 110.00 7.95 848 174547.490.01.000.802.790.1440.00035.90236.296 095240.00132.72 897 5 90.00 7.51 836 182456.580.01.000.802.740.1590.00042.58144.670 0104460.00154.94 989 4 70.00 6.99 778 175659.700.01.000.802.760.1530.00042.58148.103 0109180.00164.73 978 3 50.00 6.35 706 170868.050.01.000.802.730.1620.00046.75656.044 0138670.00185.72 1002 2 30.00 5.48 610 152372.040.01.000.802.720.1650.00053.43558.873 0159330.00195.85 913 1 10.00 5.48 450 136972.050.01.000.802.740.1590.00053.43561.791 0157560.00197.35 919 116902 0 20758 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 15 290.00 10.49 240 59714.810.01.000.852.700.1690.00011.6679.605 012530.0040.03 357 14 270.00 10.27 338 72616.130.01.000.852.750.1550.00011.68911.163 016160.0044.40 388 13 250.00 10.05 537 105121.960.01.000.852.740.1580.00013.35916.899 023230.0060.18 514 12 230.00 9.81 524 113526.750.01.000.852.740.1590.00018.57919.044 029270.0073.25 611 11 210.00 9.56 510 120431.030.01.000.852.750.1560.00022.12621.720 038440.0085.32 693 10 190.00 9.29 496 134139.920.01.000.852.680.1750.00028.80528.504 042900.00107.04 845 9 170.00 9.00 589 148242.900.01.000.852.720.1640.00028.80531.987 071370.00116.69 893 8 150.00 8.69 754 175950.290.01.000.852.710.1680.00028.80540.539 079310.00136.12 1005 7 130.00 8.34 852 176646.560.01.000.852.770.1510.00035.90233.248 091370.00128.96 914 6 110.00 7.95 848 177949.300.01.000.852.790.1440.00035.90236.296 095240.00137.79 931 Page 11 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Section Forces 5 90.00 7.51 836 186358.810.01.000.852.740.1590.00042.58144.670 0104460.00161.06 1028 4 70.00 6.99 778 179562.110.01.000.852.760.1530.00042.58148.103 0109180.00171.36 1018 3 50.00 6.35 706 174970.850.01.000.852.730.1620.00046.75656.044 0138670.00193.37 1043 2 30.00 5.48 610 156174.990.01.000.852.720.1650.00053.43558.873 0159330.00203.86 950 1 10.00 5.48 450 140875.140.01.000.852.740.1590.00053.43561.791 0157560.00205.82 959 116902 0 21216 Page 12 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Equivalent Lateral Force Method Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.05 0.03 8 1.00 1.60 2.40 3.00 0.05 0.04 0.03 0.03 0.03 1.30 1.17 127.81 4.98 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 1,5170.030961,1491,253 152290.00 14 1,9570.0361,140,201,616 180270.00 13 2,8120.0471,497,052,323 236250.00 12 3,5440.0541,711,222,927 270230.00 11 4,6540.0642,019,963,844 319210.00 10 5,1940.0632,004,944,290 316190.00 9 8,6400.0932,927,657,137 462170.00 8 9,6020.0892,809,977,931 443150.00 7 11,0610.0872,737,349,137 432130.00 6 11,5300.0742,346,119,524 370110.00 5 12,6470.0642,034,2710,446 32190.00 4 13,2180.0501,583,8510,918 25070.00 3 16,7880.0431,356,3313,867 21450.00 2 19,2900.027856,61615,933 13530.00 1 19,0760.007233,87615,756 3710.00 Commscope CBC71921-DF-2X 1120.00272,30092 11295.00 CSS AXP18-80-2 (19.2 lbs)460.00130,04738 5295.00 CSS AXP19-60-2 180.00011,73715 2295.00 CSS DBC-7CAP 240.00015,49320 2295.00 CSS X7CQAP-665-V 3600.007232,393297 37295.00 Ericsson RRUL 11 (Band 13)3360.007217,370278 34295.00 Flat Light Sector Frames 1,4530.030938,9621,200 148295.00 Flat Light Sector Frames 1,4530.026817,1281,200 129262.00 RFS APXV86-906515-C 2960.005166,286244 26262.00 Commscope FFVV-65C-R3-V1 4530.005163,967374 26180.00 Page 13 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Equivalent Lateral Force Method Ericsson Air6449 B41 3780.004136,858312 22180.00 Ericsson Radio 4460 B25+B66 3960.005143,438327 23180.00 Ericsson Radio 4480 B71+B85A 3050.003110,539252 17180.00 Round Sector Frames 1,0900.012392,215900 62179.00 Argus LLPX411R-V4 960.00132,61479 5170.00 Ericsson RRUS 31 B25 2040.00269,043168 11170.00 Ericsson RRUS-11 800 MHz 1960.00266,458162 10170.00 Nokia FWHR 960.00132,61479 5170.00 RFS ACU-A20-N 110.0003,6929 1170.00 RFS APXV9ERR18-C 1820.00261,535150 10170.00 Round Sector Frames 1,0900.012369,213900 58170.00 Commscope SBNHH-1D85A 1150.00135,01295 6155.00 Commscope SBNHH-1D85B (72.9")1530.00146,499126 7155.00 Ericsson Radio 4426 1760.00253,567146 8155.00 Ericsson RRUS 11 (Band 12) (55 lb)2000.00260,746165 10155.00 Ericsson RRUS 32 (50.8 lbs)1850.00256,107152 9155.00 Ericsson RRUS 32 B2 1920.00258,537159 9155.00 Kathrein Scala 782 10254 110.0003,2039 1155.00 Kathrein Scala 80010864 2000.00260,857165 10155.00 Kathrein Scala 860 10025 90.0002,6517 0155.00 Raycap DC2-48-60-0-9E 390.00011,78132 2155.00 Raycap DC6-48-60-18-8C 190.0005,89116 1155.00 Raycap DC6-48-60-18-8F 240.0007,36320 1155.00 RFS ATM192012B-0 800.00124,29966 4155.00 RFS FDGW5504/3C-3 210.0006,40617 1155.00 Flat Light Sector Frames 1,4530.014435,1201,200 69153.00 Andrew Microwaves UHX6-59W 8690.007234,625718 37140.00 Andrew Microwaves UHX6-59W 4350.00397,930359 15120.00 Andrew Microwaves UHX6-59W 4350.00379,095359 12100.00 127,812 31,584,178 1.000 4,985 154,737 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 1,1150.030961,1491,253 152290.00 14 1,4380.0361,140,201,616 180270.00 13 2,0660.0471,497,052,323 236250.00 12 2,6030.0541,711,222,927 270230.00 11 3,4190.0642,019,963,844 319210.00 10 3,8150.0632,004,944,290 316190.00 9 6,3470.0932,927,657,137 462170.00 8 7,0540.0892,809,977,931 443150.00 7 8,1250.0872,737,349,137 432130.00 6 8,4700.0742,346,119,524 370110.00 5 9,2900.0642,034,2710,446 32190.00 4 9,7090.0501,583,8510,918 25070.00 3 12,3320.0431,356,3313,867 21450.00 2 14,1700.027856,61615,933 13530.00 1 14,0130.007233,87615,756 3710.00 Commscope CBC71921-DF-2X 820.00272,30092 11295.00 CSS AXP18-80-2 (19.2 lbs)340.00130,04738 5295.00 CSS AXP19-60-2 130.00011,73715 2295.00 CSS DBC-7CAP 180.00015,49320 2295.00 Page 14 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Equivalent Lateral Force Method CSS X7CQAP-665-V 2640.007232,393297 37295.00 Ericsson RRUL 11 (Band 13)2470.007217,370278 34295.00 Flat Light Sector Frames 1,0670.030938,9621,200 148295.00 Flat Light Sector Frames 1,0670.026817,1281,200 129262.00 RFS APXV86-906515-C 2170.005166,286244 26262.00 Commscope FFVV-65C-R3-V1 3320.005163,967374 26180.00 Ericsson Air6449 B41 2770.004136,858312 22180.00 Ericsson Radio 4460 B25+B66 2910.005143,438327 23180.00 Ericsson Radio 4480 B71+B85A 2240.003110,539252 17180.00 Round Sector Frames 8000.012392,215900 62179.00 Argus LLPX411R-V4 710.00132,61479 5170.00 Ericsson RRUS 31 B25 1500.00269,043168 11170.00 Ericsson RRUS-11 800 MHz 1440.00266,458162 10170.00 Nokia FWHR 710.00132,61479 5170.00 RFS ACU-A20-N 80.0003,6929 1170.00 RFS APXV9ERR18-C 1330.00261,535150 10170.00 Round Sector Frames 8000.012369,213900 58170.00 Commscope SBNHH-1D85A 850.00135,01295 6155.00 Commscope SBNHH-1D85B (72.9")1120.00146,499126 7155.00 Ericsson Radio 4426 1290.00253,567146 8155.00 Ericsson RRUS 11 (Band 12) (55 lb)1470.00260,746165 10155.00 Ericsson RRUS 32 (50.8 lbs)1360.00256,107152 9155.00 Ericsson RRUS 32 B2 1410.00258,537159 9155.00 Kathrein Scala 782 10254 80.0003,2039 1155.00 Kathrein Scala 80010864 1470.00260,857165 10155.00 Kathrein Scala 860 10025 60.0002,6517 0155.00 Raycap DC2-48-60-0-9E 280.00011,78132 2155.00 Raycap DC6-48-60-18-8C 140.0005,89116 1155.00 Raycap DC6-48-60-18-8F 180.0007,36320 1155.00 RFS ATM192012B-0 590.00124,29966 4155.00 RFS FDGW5504/3C-3 150.0006,40617 1155.00 Flat Light Sector Frames 1,0670.014435,1201,200 69153.00 Andrew Microwaves UHX6-59W 6390.007234,625718 37140.00 Andrew Microwaves UHX6-59W 3190.00397,930359 15120.00 Andrew Microwaves UHX6-59W 3190.00379,095359 12100.00 127,812 31,584,178 1.000 4,985 113,667 Page 15 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):0.00Bot Elev (ft):1 Section 1 DIAG HORIZ LEG PX - 16" DIA PIPE DAE - 4X4X0.375 DAE - 3.5X3.5X0.375 -47.02 -28.83 -764.24 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 26.91 16.92 20.04 25 50 22 64 50 25 25 11.0 50.0 1,083.9 0 0 0.00 0.00 70 Member X Bolt Shear Member Y89125.2879.522452.3436.0164.922 50 140.6 36.0 82.84 4 2 79.52 125.28 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 - 16" DIA PIPE DAE - 4X4X0.375 DAE - 3.5X3.5X0.375 44.51 30.11 635.73 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 1,093.5 166.73 0 2 2 79.52 79.52 0.00 0.00 100.49 100.49 59 40 58 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) 75.04 75.04 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 761.29 1.2D + 1.0W Normal 0.00 0 633.12 0.9D + 1.0W 60 deg 0.00 0 831.69 1.2D + 1.0W Normal 1498.93 60 694.31 0.9D + 1.0W 60 deg 1461.46 23 0 12 2.0" GR50 Num Section:20.000Height (ft):20.00Bot Elev (ft):2 Section 2 DIAG HORIZ LEG PX - 16" DIA PIPE DAE - 4X4X0.375 DAE - 3.5X3.5X0.375 -49.71 -28.63 -692.20 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 22 64 50 25 25 11.0 50.0 1,083.9 0 0 0.00 0.00 63 Member X Bolt Shear Member Y90125.2879.522455.1936.0160.522 50 131.7 36.0 94.40 4 2 79.52 125.28 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 - 16" DIA PIPE DAE - 4X4X0.375 DAE - 3.5X3.5X0.375 46.02 29.53 577.92 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 1,093.5 166.73 0 2 2 79.52 79.52 0.00 0.00 100.49 100.49 61 39 52 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) 75.04 75.04 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 689.35 1.2D + 1.0W Normal 0.00 0 575.36 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 633.12 0.9D + 1.0W 60 deg 1349.04 47 0 8 2" A449 Num Page 16 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):40.00Bot Elev (ft):3 Section 3 DIAG HORIZ LEG PX - 14" DIA PIPE DAE - 4X4X0.375 DAE - 3.5X3.5X0.375 -49.47 -27.91 -617.75 1.2D + 1.0W Normal 0.9D + 1.0W 90 deg 1.2D + 1.0W 90 deg 25.53 14.78 20.04 25 50 22 64 50 25 25 12.6 50.0 943.03 0 0 0.00 0.00 65 Member X Bolt Shear Member Y85125.2879.522458.1636.0156.422 50 122.8 36.0 108.28 4 2 79.52 125.28 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 - 14" DIA PIPE DAE - 4X4X0.375 DAE - 3.5X3.5X0.375 45.90 27.79 518.83 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 4 954.00 166.73 0 2 2 79.52 79.52 0.00 0.00 100.49 100.49 61 37 54 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) 75.04 75.04 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 615.08 1.2D + 1.0W Normal 0.00 0 516.38 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 575.36 0.9D + 1.0W 60 deg 1025.71 56 0 8 1.75" A449 Num Section:20.000Height (ft):60.00Bot Elev (ft):4 Section 4 DIAG HORIZ LEG PX - 12" DIA PIPE DAE - 3.5X3.5X0.25 DAE - 3.5x3.5x0.25 -47.90 -25.62 -544.39 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 21 62 50 25 25 13.9 50.0 851.91 0 0 0.00 0.00 63 Member X Member Y Member Y7683.5279.522462.7436.0124.110 50 129.4 36.0 57.79 4 2 79.52 83.52 44 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 45.17 25.90 458.91 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 97.02 0 4 4 864.00 97.02 0 2 2 79.52 79.52 0.00 0.00 66.99 66.99 90 51 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) 50.03 50.03 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 541.91 1.2D + 1.0W Normal 0.00 0 456.63 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 516.38 0.9D + 1.0W 60 deg 769.28 67 0 6 1.75" A449 Num Page 17 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):80.00Bot Elev (ft):5 Section 5 DIAG HORIZ LEG PX - 12" DIA PIPE DAE - 3X3X0.25 DAE - 3.5x3.5x0.25 -47.74 -24.48 -470.11 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 21 62 50 25 25 13.9 50.0 851.91 0 0 0.00 0.00 55 Member X Member Y Member Y7283.5279.522465.6536.0121.010 50 139.3 36.0 42.48 4 2 79.52 83.52 57 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 45.21 24.12 390.73 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 97.02 0 4 4 864.00 80.71 0 2 2 79.52 79.52 0.00 0.00 66.99 66.99 90 54 45 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) 44.59 50.03 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 467.77 1.2D + 1.0W Normal 0.00 0 394.61 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 456.63 0.9D + 1.0W 60 deg 769.28 59 0 6 1.75" A449 Num Section:20.000Height (ft):100.0Bot Elev (ft):6 Section 6 DIAG HORIZ LEG PX - 10" DIA PIPE DAE - 3X3X0.25 -22.51 0.00 -456.99 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 25.81 0.000 6.68 100 0 50 50 0 100 100 22.1 50.0 699.13 0 0 0.00 0.00 65 Member X Member Y8083.5279.522427.9236.0171.825 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 22.07 0.00 388.54 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 79.52 0.00 0.00 0.00 0.00 66.99 49 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 44.59 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 399.29 1.2D + 1.0W Normal 0.00 0 338.72 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 394.61 0.9D + 1.0W 60 deg 769.28 51 0 6 1.75" A449 Num Page 18 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):120.0Bot Elev (ft):7 Section 7 DIAG HORIZ LEG PX - 10" DIA PIPE DAE - 3X3X0.25 -20.54 0.00 -389.10 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 23.74 0.000 6.68 100 0 50 50 0 100 100 22.1 50.0 699.13 0 0 0.00 0.00 55 Member X Member Y6283.5279.522432.9936.0158.125 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 20.40 0.00 327.09 1.2D + 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 79.52 0.00 0.00 0.00 0.00 66.99 45 0 45 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 44.59 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 332.89 1.2D + 1.0W Normal 0.00 0 283.30 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 338.72 0.9D + 1.0W 60 deg 769.28 44 0 6 1.75" A449 Num Section:20.000Height (ft):140.0Bot Elev (ft):8 Section 8 DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 4X4X0.375 -17.55 0.00 -322.97 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 59 Member X Bolt Shear8831.3219.881129.3136.0167.150 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 17.42 0.00 276.69 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 19.88 0.00 0.00 0.00 0.00 18.92 92 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 24.06 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 271.71 1.2D + 1.0W Normal 0.00 0 233.92 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 283.30 0.9D + 1.0W 60 deg 623.64 45 0 6 1.375" A325 Num Page 19 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):160.0Bot Elev (ft):9 Section 9 DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 3.5X3.5X0.4375 -14.16 0.00 -263.02 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 48 Member X Bolt Shear7136.5419.881127.6036.0172.550 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 8" DIA PIPE SAE - 3.5X3.5X0.4375 14.03 0.00 224.97 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 82.04 0 0 1 576.00 0.00 0 0 1 19.88 0.00 0.00 0.00 0.00 22.08 70 0 39 Member Bolt 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 28.07 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 218.16 1.2D + 1.0W Normal 0.00 0 189.96 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 233.92 0.9D + 1.0W 60 deg 623.64 38 0 6 1.375" A325 Num Section:20.000Height (ft):180.0Bot Elev (ft):10 Section 10 DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5X3.5X0.25 -10.33 0.00 -210.01 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 58 Member X Bolt Shear5120.8819.881120.3836.0154.150 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 10.17 0.00 185.55 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 19.88 0.00 0.00 0.00 0.00 12.61 80 0 49 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 16.04 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 173.35 1.2D + 1.0W Normal 0.00 0 153.26 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 189.96 0.9D + 1.0W 60 deg 623.64 30 0 6 1.375" A325 Num Page 20 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):200.0Bot Elev (ft):11 Section 11 DIAG HORIZ LEG PX - 6" DIA PIPE SAE - 3X3X0.25 -8.78 0.00 -166.64 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 48 Member X Member Z5320.8819.881116.2836.0159.150 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 8.69 0.00 148.02 0.9D + 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 19.88 0.00 0.00 0.00 0.00 12.61 68 0 39 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 13.32 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 131.35 1.2D + 1.0W Normal 0.00 0 116.63 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 153.26 0.9D + 1.0W 60 deg 623.64 25 0 6 1.375" A325 Num Section:20.000Height (ft):220.0Bot Elev (ft):12 Section 12 DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3X3X0.1875 -7.58 0.00 -124.65 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 52 Member X Bolt Bear 4815.6619.881116.1836.0138.850 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 7.48 0.00 110.34 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 19.88 0.00 0.00 0.00 0.00 9.46 79 0 40 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 9.99 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 90.59 1.2D + 1.0W Normal 0.00 0 80.40 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 116.63 0.9D + 1.0W 60 deg 348.88 33 0 4 1.25" A325 Num Page 21 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):240.0Bot Elev (ft):13 Section 13 DIAG HORIZ LEG PX - 3-1/2" DIA PIPE SAE - 2.5X2.5X0.1875 -5.97 0.00 -85.84 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 60 Member X Bolt Bear 4513.0513.811114.0136.0135.750 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 5.92 0.00 76.60 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 13.81 0.00 0.00 0.00 0.00 7.83 75 0 46 Member Bolt Bear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 8.87 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 51.44 1.2D + 1.0W Normal 0.00 0 44.98 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 80.40 0.9D + 1.0W 60 deg 348.88 23 0 4 1.25" A325 Num Section:20.000Height (ft):260.0Bot Elev (ft):14 Section 14 - mod DIAG HORIZ LEG PST - 3" DIA PIPE SAE - 2X2X0.25 -3.57 0.00 -47.33 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 9.330 0.000 5.01 100 0 50 50 0 100 100 51.8 50.0 82.46 0 0 0.00 0.00 57 Member X Member Z2717.4013.811113.1336.0143.250 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 - 2X2X0.25 3.53 0.00 42.45 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 25.06 0 0 1 100.35 0.00 0 0 1 13.81 0.00 0.00 0.00 0.00 10.44 38 0 42 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 9.11 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 23.15 1.2D + 1.0W Normal 0.00 0 20.30 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 44.98 0.9D + 1.0W 60 deg 218.07 21 0 4 1 A325 Num Page 22 6/3/2021 3:56:48 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Force/Stress Summary Section:20.000Height (ft):280.0Bot Elev (ft):15 Section 15 DIAG HORIZ LEG PST - 3" DIA PIPE SAE - 1.75X1.75X0.18 SAE - 1.75X1.75X0.18 -3.56 -0.32 -18.78 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 7.811 6.001 5.00 100 100 50 50 100 100 100 51.7 50.0 82.52 0 0 0.00 0.00 22 Member X Member Z Member Z3713.0513.81119.5236.0136.650 100 209.9 36.0 4.03 1 1 13.81 13.05 7 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 SAE - 1.75X1.75X0.18 3.50 0.29 16.15 1.2D + 1.0W 60 deg 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 16.05 0 1 1 100.35 16.05 0 1 1 13.81 13.81 0.00 0.00 7.83 7.83 60 5 16 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) 5.81 5.81 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.32 1.2D + 1.0Ev + 1.0Eh 0.00 0 0.00 0.00 0 0.00 0.00 0 20.30 0.9D + 1.0W 60 deg 120.41 17 0 4 0.75" A325 Num Page 23 6/3/2021 3:56:49 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down Radius (ft) Elevation (ft) Azimuth (deg) 1.2D + 1.0W Normal 1 0.00 829.33 -99.27020.78 00.00 1a 29.98 -337.98 -34.4212020.78 00.00 1b -29.98 -337.98 -34.4224020.78 00.00 1.2D + 1.0W 60 deg 1 -13.12 415.14 -48.70020.78 00.00 1a -48.73 414.88 12.9912020.78 00.00 1b -73.06 -676.65 -42.1824020.78 00.00 1.2D + 1.0W 90 deg 1 -15.74 51.13 -4.61020.78 00.00 1a -75.02 692.15 34.5012020.78 00.00 1b -67.99 -589.90 -29.8924020.78 00.00 0.9D + 1.0W Normal 1 0.00 815.73 -97.92020.78 00.00 1a 30.92 -350.35 -34.8812020.78 00.00 1b -30.92 -350.35 -34.8824020.78 00.00 0.9D + 1.0W 60 deg 1 -13.13 402.05 -47.54020.78 00.00 1a -47.73 401.80 12.4012020.78 00.00 1b -74.04 -688.82 -42.7424020.78 00.00 0.9D + 1.0W 90 deg 1 -15.76 38.35 -3.47020.78 00.00 1a -74.02 678.83 33.9212020.78 00.00 1b -68.98 -602.14 -30.4524020.78 00.00 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 82.32 -7.99020.78 00.00 1a -2.19 35.53 0.5712020.78 00.00 1b 2.19 35.53 0.5724020.78 00.00 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.56 65.68 -5.92020.78 00.00 1a -5.40 65.67 2.4812020.78 00.00 1b 0.44 22.02 0.2524020.78 00.00 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.65 51.12 -4.12020.78 00.00 1a -6.49 76.89 3.3712020.78 00.00 1b 0.64 25.36 0.7524020.78 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 76.55 -7.52020.78 00.00 1a -2.93 35.91 1.2812020.78 00.00 1b 2.93 35.91 1.2824020.78 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 -0.35 62.92 -6.06020.78 00.00 1a -5.43 62.92 2.7312020.78 00.00 1b 1.51 22.54 0.8724020.78 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 -0.41 49.46 -4.63020.78 00.00 1a -6.28 72.92 3.3912020.78 00.00 1b 1.73 26.00 1.2424020.78 00.00 0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 63.40 -6.29020.78 00.00 1a -1.87 22.80 0.6712020.78 00.00 1b 1.87 22.80 0.6724020.78 00.00 0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 -0.35 49.78 -4.84020.78 00.00 1a -4.36 49.78 2.1112020.78 00.00 1b 0.45 9.44 0.2624020.78 00.00 0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 -0.41 36.33 -3.40020.78 00.00 1a -5.21 59.77 2.7712020.78 00.00 Page 24 6/3/2021 3:56:49 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 1b 0.67 12.89 0.6224020.78 00.00 1.0D + 1.0W Service Normal 1 0.00 164.09 -18.70020.78 00.00 1a 2.01 -18.14 -3.7912020.78 00.00 1b -2.01 -18.14 -3.7924020.78 00.00 1.0D + 1.0W Service 60 deg 1 -2.10 99.41 -10.75020.78 00.00 1a -10.36 99.37 3.5612020.78 00.00 1b -8.71 -70.98 -5.0324020.78 00.00 1.0D + 1.0W Service 90 deg 1 -2.48 42.60 -3.82020.78 00.00 1a -14.50 142.62 6.9512020.78 00.00 1b -7.91 -57.41 -3.1324020.78 00.00 Max Uplift: Max Down: Max Shear: 688.82 (kip) 829.33 (kip) 99.27 (kip) Moment: Total Down: Total Shear: (kip-ft) (kip) (kip) 972.53 168.10 153.37 1.2D + 1.0W NormalMoment Ice: Total Down Ice: Total Shear Ice:6.85 153.37 24,262.09 (kip-ft) (kip) (kip) Page 25 6/3/2021 3:56:49 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 153.024673461914 mph Normal with No Ice 0.301 0.3455100.00 0.0091 0.3455 153.024673461914 mph Normal with No Ice 0.436 0.4135120.00 0.0099 0.4137 153.024673461914 mph Normal with No Ice 0.589 0.4647140.00 0.0105 0.4648 153.024673461914 mph Normal with No Ice 0.702 0.5054153.33 0.0127 0.5056 153.024673461914 mph Normal with No Ice 0.824 0.5442166.67 0.0146 0.5444 153.024673461914 mph Normal with No Ice 0.956 0.5879180.00 0.0169 0.5881 153.024673461914 mph Normal with No Ice 2.046 0.9875260.00 0.0359 0.9881 153.024673461914 mph Normal with No Ice 2.722 1.1402295.00 0.0409 1.1409 153.024673461914 mph 60 degree with No Ice 0.282 0.3222100.00 -0.0250 0.3223 153.024673461914 mph 60 degree with No Ice 0.408 0.3861120.00 -0.0317 0.3867 153.024673461914 mph 60 degree with No Ice 0.552 0.4327140.00 -0.0361 0.4330 153.024673461914 mph 60 degree with No Ice 0.659 0.4739153.33 -0.0385 0.4748 153.024673461914 mph 60 degree with No Ice 0.774 0.5108166.67 -0.0406 0.5116 153.024673461914 mph 60 degree with No Ice 0.897 0.5528180.00 -0.0430 0.5529 153.024673461914 mph 60 degree with No Ice 1.926 0.9355260.00 -0.0696 0.9363 153.024673461914 mph 60 degree with No Ice 2.567 1.1291295.00 -0.0974 1.1333 153.024673461914 mph 90 degree with No Ice 0.286 0.3259100.00 -0.0298 0.3262 153.024673461914 mph 90 degree with No Ice 0.415 0.3914120.00 -0.0379 0.3928 153.024673461914 mph 90 degree with No Ice 0.561 0.4380140.00 -0.0430 0.4386 153.024673461914 mph 90 degree with No Ice 0.669 0.4808153.33 -0.0456 0.4830 153.024673461914 mph 90 degree with No Ice 0.786 0.5186166.67 -0.0478 0.5201 153.024673461914 mph 90 degree with No Ice 0.912 0.5610180.00 -0.0502 0.5616 153.024673461914 mph 90 degree with No Ice 1.956 0.9483260.00 -0.0695 0.9496 153.024673461914 mph 90 degree with No Ice 2.606 1.1603295.00 -0.0726 1.1626 153.024673461914 mph Normal with No Ice (Reduced DL)0.301 0.3451100.00 0.0091 0.3451 153.024673461914 mph Normal with No Ice (Reduced DL)0.435 0.4130120.00 0.0099 0.4132 153.024673461914 mph Normal with No Ice (Reduced DL)0.588 0.4641140.00 0.0105 0.4642 153.024673461914 mph Normal with No Ice (Reduced DL)0.701 0.5048153.33 0.0126 0.5049 153.024673461914 mph Normal with No Ice (Reduced DL)0.824 0.5435166.67 0.0146 0.5437 153.024673461914 mph Normal with No Ice (Reduced DL)0.955 0.5871180.00 0.0169 0.5874 153.024673461914 mph Normal with No Ice (Reduced DL)2.044 0.9859260.00 0.0358 0.9866 153.024673461914 mph Normal with No Ice (Reduced DL)2.718 1.1383295.00 0.0408 1.1390 153.024673461914 mph 60 deg with No Ice (Reduced DL)0.281 0.3218100.00 -0.0250 0.3220 153.024673461914 mph 60 deg with No Ice (Reduced DL)0.408 0.3857120.00 -0.0317 0.3862 153.024673461914 mph 60 deg with No Ice (Reduced DL)0.552 0.4322140.00 -0.0360 0.4324 153.024673461914 mph 60 deg with No Ice (Reduced DL)0.658 0.4733153.33 -0.0385 0.4742 153.024673461914 mph 60 deg with No Ice (Reduced DL)0.773 0.5101166.67 -0.0406 0.5110 153.024673461914 mph 60 deg with No Ice (Reduced DL)0.896 0.5520180.00 -0.0429 0.5522 153.024673461914 mph 60 deg with No Ice (Reduced DL)1.923 0.9340260.00 -0.0695 0.9348 153.024673461914 mph 60 deg with No Ice (Reduced DL)2.564 1.1273295.00 -0.0973 1.1315 153.024673461914 mph 90 deg with No Ice (Reduced DL)0.286 0.3255100.00 -0.0298 0.3258 153.024673461914 mph 90 deg with No Ice (Reduced DL)0.414 0.3909120.00 -0.0378 0.3923 153.024673461914 mph 90 deg with No Ice (Reduced DL)0.561 0.4375140.00 -0.0430 0.4381 153.024673461914 mph 90 deg with No Ice (Reduced DL)0.669 0.4802153.33 -0.0456 0.4824 153.024673461914 mph 90 deg with No Ice (Reduced DL)0.785 0.5179166.67 -0.0477 0.5194 153.024673461914 mph 90 deg with No Ice (Reduced DL)0.911 0.5602180.00 -0.0502 0.5609 153.024673461914 mph 90 deg with No Ice (Reduced DL)1.953 0.9468260.00 -0.0694 0.9481 153.024673461914 mph 90 deg with No Ice (Reduced DL)2.603 1.1584295.00 -0.0725 1.1607 30 mph Normal with 0.00 in Radial Ice 0.014 0.0138100.00 0.0004 0.0138 30 mph Normal with 0.00 in Radial Ice 0.019 0.0164120.00 0.0004 0.0164 30 mph Normal with 0.00 in Radial Ice 0.025 0.0184140.00 0.0004 0.0184 30 mph Normal with 0.00 in Radial Ice 0.029 0.0200153.33 0.0005 0.0200 30 mph Normal with 0.00 in Radial Ice 0.034 0.0215166.67 0.0006 0.0215 30 mph Normal with 0.00 in Radial Ice 0.039 0.0231180.00 0.0007 0.0231 30 mph Normal with 0.00 in Radial Ice 0.081 0.0383260.00 0.0013 0.0383 Page 26 6/3/2021 3:56:49 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 30 mph Normal with 0.00 in Radial Ice 0.107 0.0440295.00 0.0014 0.0440 30 mph 60 deg with 0.00 in Radial Ice 0.014 0.0127100.00 -0.0010 0.0127 30 mph 60 deg with 0.00 in Radial Ice 0.019 0.0153120.00 -0.0013 0.0153 30 mph 60 deg with 0.00 in Radial Ice 0.024 0.0170140.00 -0.0014 0.0170 30 mph 60 deg with 0.00 in Radial Ice 0.028 0.0187153.33 -0.0015 0.0187 30 mph 60 deg with 0.00 in Radial Ice 0.032 0.0201166.67 -0.0016 0.0201 30 mph 60 deg with 0.00 in Radial Ice 0.037 0.0216180.00 -0.0016 0.0216 30 mph 60 deg with 0.00 in Radial Ice 0.076 0.0359260.00 -0.0021 0.0359 30 mph 60 deg with 0.00 in Radial Ice 0.100 0.0430295.00 -0.0019 0.0430 30 mph 90 deg with 0.00 in Radial Ice 0.014 0.0130100.00 -0.0012 0.0130 30 mph 90 deg with 0.00 in Radial Ice 0.019 0.0156120.00 -0.0015 0.0156 30 mph 90 deg with 0.00 in Radial Ice 0.024 0.0173140.00 -0.0017 0.0174 30 mph 90 deg with 0.00 in Radial Ice 0.028 0.0191153.33 -0.0018 0.0191 30 mph 90 deg with 0.00 in Radial Ice 0.033 0.0205166.67 -0.0018 0.0206 30 mph 90 deg with 0.00 in Radial Ice 0.038 0.0221180.00 -0.0019 0.0221 30 mph 90 deg with 0.00 in Radial Ice 0.078 0.0368260.00 -0.0025 0.0368 30 mph 90 deg with 0.00 in Radial Ice 0.103 0.0447295.00 -0.0024 0.0448 Seismic Normal M1 0.010 0.0128100.00 0.0007 0.0128 Seismic Normal M1 0.016 0.0155120.00 0.0008 0.0156 Seismic Normal M1 0.021 0.0175140.00 0.0009 0.0176 Seismic Normal M1 0.026 0.0194153.33 0.0010 0.0194 Seismic Normal M1 0.030 0.0209166.67 0.0011 0.0209 Seismic Normal M1 0.035 0.0225180.00 0.0012 0.0225 Seismic Normal M1 0.078 0.0402260.00 0.0018 0.0402 Seismic Normal M1 0.106 0.0482295.00 0.0019 0.0482 Seismic 60 deg M1 0.010 0.0125100.00 0.0007 0.0125 Seismic 60 deg M1 0.015 0.0154120.00 0.0008 0.0154 Seismic 60 deg M1 0.021 0.0174140.00 0.0009 0.0174 Seismic 60 deg M1 0.025 0.0193153.33 0.0010 0.0193 Seismic 60 deg M1 0.030 0.0208166.67 0.0011 0.0208 Seismic 60 deg M1 0.035 0.0223180.00 0.0011 0.0223 Seismic 60 deg M1 0.077 0.0394260.00 0.0018 0.0394 Seismic 60 deg M1 0.104 0.0474295.00 -0.0017 0.0474 Seismic 90 deg M1 0.010 0.0127100.00 -0.0008 0.0127 Seismic 90 deg M1 0.016 0.0156120.00 -0.0009 0.0156 Seismic 90 deg M1 0.021 0.0176140.00 -0.0011 0.0176 Seismic 90 deg M1 0.026 0.0194153.33 -0.0012 0.0194 Seismic 90 deg M1 0.030 0.0210166.67 -0.0012 0.0210 Seismic 90 deg M1 0.035 0.0225180.00 -0.0013 0.0225 Seismic 90 deg M1 0.078 0.0401260.00 -0.0021 0.0401 Seismic 90 deg M1 0.106 0.0481295.00 -0.0021 0.0481 Seismic (Reduced DL) Normal M1 0.010 0.0127100.00 0.0007 0.0127 Seismic (Reduced DL) Normal M1 0.015 0.0155120.00 0.0008 0.0155 Seismic (Reduced DL) Normal M1 0.021 0.0175140.00 0.0009 0.0175 Seismic (Reduced DL) Normal M1 0.026 0.0193153.33 0.0010 0.0193 Seismic (Reduced DL) Normal M1 0.030 0.0209166.67 0.0011 0.0209 Seismic (Reduced DL) Normal M1 0.035 0.0225180.00 0.0012 0.0225 Seismic (Reduced DL) Normal M1 0.078 0.0401260.00 0.0018 0.0401 Seismic (Reduced DL) Normal M1 0.105 0.0480295.00 0.0019 0.0480 Seismic (Reduced DL) 60 deg M1 0.010 0.0125100.00 0.0007 0.0125 Seismic (Reduced DL) 60 deg M1 0.015 0.0154120.00 0.0008 0.0154 Seismic (Reduced DL) 60 deg M1 0.021 0.0174140.00 0.0009 0.0174 Seismic (Reduced DL) 60 deg M1 0.025 0.0192153.33 0.0010 0.0192 Seismic (Reduced DL) 60 deg M1 0.030 0.0207166.67 0.0011 0.0207 Seismic (Reduced DL) 60 deg M1 0.035 0.0222180.00 0.0011 0.0222 Seismic (Reduced DL) 60 deg M1 0.077 0.0393260.00 0.0018 0.0393 Seismic (Reduced DL) 60 deg M1 0.104 0.0473295.00 -0.0017 0.0473 Seismic (Reduced DL) 90 deg M1 0.010 0.0127100.00 -0.0008 0.0127 Seismic (Reduced DL) 90 deg M1 0.015 0.0155120.00 -0.0009 0.0155 Seismic (Reduced DL) 90 deg M1 0.021 0.0175140.00 -0.0011 0.0175 Seismic (Reduced DL) 90 deg M1 0.026 0.0193153.33 -0.0012 0.0193 Seismic (Reduced DL) 90 deg M1 0.030 0.0209166.67 -0.0012 0.0209 Page 27 6/3/2021 3:56:49 PM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5100 Site Name: Code:ANSI/TIA-222-H Midway Road, FL Customer:T-MOBILE Engineering Number:13677274_C3_03 Seismic (Reduced DL) 90 deg M1 0.035 0.0224180.00 -0.0013 0.0225 Seismic (Reduced DL) 90 deg M1 0.078 0.0400260.00 -0.0021 0.0400 Seismic (Reduced DL) 90 deg M1 0.105 0.0480295.00 -0.0021 0.0480 Serviceability - 60 mph Wind Normal 0.047 0.0539100.00 0.0014 0.0539 Serviceability - 60 mph Wind Normal 0.068 0.0644120.00 0.0016 0.0644 Serviceability - 60 mph Wind Normal 0.092 0.0722140.00 0.0017 0.0722 Serviceability - 60 mph Wind Normal 0.110 0.0785153.33 0.0020 0.0785 Serviceability - 60 mph Wind Normal 0.128 0.0844166.67 0.0023 0.0845 Serviceability - 60 mph Wind Normal 0.149 0.0911180.00 0.0026 0.0911 Serviceability - 60 mph Wind Normal 0.317 0.1516260.00 0.0054 0.1517 Serviceability - 60 mph Wind Normal 0.420 0.1747295.00 0.0060 0.1748 Serviceability - 60 mph Wind 60 deg 0.044 0.0502100.00 -0.0039 0.0502 Serviceability - 60 mph Wind 60 deg 0.064 0.0600120.00 -0.0050 0.0601 Serviceability - 60 mph Wind 60 deg 0.086 0.0672140.00 -0.0056 0.0672 Serviceability - 60 mph Wind 60 deg 0.103 0.0734153.33 -0.0060 0.0735 Serviceability - 60 mph Wind 60 deg 0.120 0.0791166.67 -0.0062 0.0792 Serviceability - 60 mph Wind 60 deg 0.139 0.0855180.00 -0.0066 0.0855 Serviceability - 60 mph Wind 60 deg 0.297 0.1432260.00 -0.0089 0.1432 Serviceability - 60 mph Wind 60 deg 0.396 0.1724295.00 -0.0092 0.1726 Serviceability - 60 mph Wind 90 deg 0.045 0.0508100.00 -0.0046 0.0508 Serviceability - 60 mph Wind 90 deg 0.065 0.0609120.00 -0.0058 0.0610 Serviceability - 60 mph Wind 90 deg 0.087 0.0680140.00 -0.0066 0.0681 Serviceability - 60 mph Wind 90 deg 0.104 0.0746153.33 -0.0070 0.0748 Serviceability - 60 mph Wind 90 deg 0.122 0.0803166.67 -0.0073 0.0805 Serviceability - 60 mph Wind 90 deg 0.142 0.0867180.00 -0.0077 0.0868 Serviceability - 60 mph Wind 90 deg 0.302 0.1452260.00 -0.0101 0.1453 Serviceability - 60 mph Wind 90 deg 0.402 0.1772295.00 -0.0099 0.1775 Base Shear DL+WL 829.33 99.27 DL+WL+ILAnchor Group UpLiftDL+WL 153.37153.37 168.10 6.85 24262.09 972.53 DL+WL+IL Vertical (kip)Horizontal (kip)Moment (kip-ft) DL+WL+ILDL+WL Maximum Reactions Summary Page 28 Asset 5100 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 55.5 ft Shear, Vu 99.3 k Pier Height above Ground H 0.50 ft Axial, Pu 829.3 k Water Table Depth [BGL]GW 1 ft Uplift, Tu 688.8 k Pullout Angle Θ 30 °Anchor Radius 0.0 ft Unit Weight of Concrete 150 pcf Node T2 Uplift Skin Friction Factor 1.000 Soil Properties Layer Depth (ft) Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Bearing Pressure TOP BTM pcf psf °psf psf 0.0 4.0 110 0 30 71 0 4.0 7.0 110 0 25 732 0 7.0 15.0 105 0 20 207 0 15.0 25.0 100 0 30 493 0 25.0 40.0 120 0 36 1,555 0 40.0 50.0 110 0 31 1,222 0 50.0 56.5 115 0 32 1,942 14,255 Soil Strength Capacities Volume of Concrete 1,099.6 ft3 Weight of Concrete [Buoyancy Considered]98.2 k Average Soil Unit Weight 49.4 pcf Skin Friction Resistance 868.5 k Compressive Bearing Resistance 279.9 k Pullout Weight [Minus Concrete Weight]3,637.9 k Uplift Force, Tu 600.5 k Nominal Uplift Capacity, φsTn 651.4 k Tu / φsTn 92.2% Compressive Force, Pu 880.8 k Nominal Compressive Capacity, φsPn 861.3 k Pu / φsPn 102.3% Total Lateral Resistance 3,206.8 k Inflection Point [BGL]39.3 ft Moment at Inflection Point, MD 3,952.7 k-ft Nominal Moment Capacity, φsMn 24,833.3 k-ft MD / φsMn 15.9% Asset 5100 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 1,427.0 k-ft Moment Capacity, φBMn 3,474.3 k-ft Mu / φBMn 41.1% Design Shear, Vu 99.3 k Shear Capacity, φVVn 209.5 k Vu / φVVn 47.4% Design Tension, Tu 688.8 k Tension Capacity, φTTn 1,645.9 k Tu / φTTn 41.9% Design Compression, Pu 880.8 k Compression Capacity, φPPn 5,896.0 k Pu / φPPn 14.9% Bending Reinforcement Ratio 0.011 Mu / φBMn + Tu / φTTn 82.9%