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HomeMy WebLinkAboutSTAMPED PDF. Verizon @ 5110 Angle Road, FL (OAA725411_C3_02). Structural Analysis (101%) (1) Ak AMERICAN TQWER0 C 4 R P 4 R A T 1 4 N This report was prepared for American Tower Corporation by '21. CLS(group �1 tel'117-�0p�-conn �nv Structural Analysis Report Structure 300 ft Self Supported Tower ATC Site Name Angle Road, FL ATC Site Number 5110 Engineering Number 0AA725411_C3_02 Proposed Carrier Verizon Carrier Site Name ATC Angle Road Carrier Site Number 118441 Site Location 12200 W. Angle Rd. Fort Pierce, FL 34945-4120 27.470800,-80.451000 County ST LUCIE Date September 20, 2018 Max Usage 101% Result Pass This item has been electronically M BA" Y`�// signed and sealed by Tyler M. ... `'1 j Barker,PE#77105 on the Date \\ X\ •'• �� �j and/or Time Stamp shown using PE#77105 j a digital signature. Prepared By: Reviewed By Exp.2/28/2021 Tyler M. Barker COA#29525 = Printed copies of this document y Exp.2/28/2021 are not considered signed and C LS x =* sealed and the signature must be verified on any electronic copies. STATE OF �(/�� m Digitally signed .F<ORIOP` \\�\ QZ 12 Ba kerPE S1 •''••••• •• G�`\\ R Date:2020.07.12 S/ NA \` 1ssBss-oaoo Tyler M.Barker/'' CL5 Group /O I I 11 Director of Engineering PE N 77105 Exp.2/28/2021 COA N 29525 Exp.212812021 CLS Group 319 Chapanoke Rd Suite 118, Raleigh, NC 27603 Office:(405)348-5460 • Engineering@CLSgroup.com MCLSGroup Eng. Number 0AA725411_C3_02 a telamon'A'company September 20, 2018 Table of Contents Introduction .................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages .............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection,Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached CLS Group • 319 Chapanoke Rd Suite 118,Raleigh,NC 27603 • Office:(405)348-5460 • Engineering@CLSgroup.com MCLSGroup Eng. Number 0AA725411_C3_02 a telamon'A'minpany September 20, 2018 Page 1 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 Verizon. Supporting Documents Tower Drawings Sabre Job#SA0736-S,dated October 22,1996 Foundation Drawing Sabre Drawing#90136964,dated November 1,1996 Geotechnical Report Universal Report#6152,dated October 17, 1996 Modifications ATC Project#42202337,dated June 22,2009 ATC Project#63412935,dated October 13,2015 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 120 mph (3-Second Gust,Vasd)/155 mph (3-Second Gust,Vult) Basic Wind Speed w/Ice: No Ice Considered Code: ANSI/TIA-222-G/2015 IBC/6th Ed.(2017)Florida Building Code Structure Class: I I Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.06,S1=0.03 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. CLS Group • 319 Chapanoke Rd Suite 118,Raleigh,NC 27603 • Office:(405)348-5460 • Engineering@CLSgroup.com MCLSGroup Eng. Number OAA725411_0_02 a telamon'A'company September 20, 2018 Page 2 Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 295.0 - - - Sector Frames (4)15/8"Coax Verizon 275.0 275.0 9 Antel RWA-80017_25% Sector Frames (9)15/8"Coax Sprint Nextel 6 CellMax CMA-BDHH/6520/EO-8 3 AndrewSBNHH-1D65B 3 Nokia FXFC (6)15/8"Coax 191.0 191.0 3 Nokia FRIE Sector Frames (3)1.24"Hybrid T-Mobile 3 Raycap RCMDC-4010-PF-48 3 Nokia FRIG w/o Solar Shield 3 RFS APXV9ERR18-C 3 Commscope TTTT65AP-1XR 3 Ericsson RRUS82 w/Solarshield 180.0 180.0 3 Ericsson RRUS-1180OMHz Sector Frames (3)11/4"Hybriflex Sprint Nextel 3 Ericsson RRUS 31 B25 (1)0.87"Fiber 1 Nokia NSN FFHS 3 Ericsson 80OMHz SMR Filter 9 RFS ACU-A20-N 135.0 135.0 1 Andrew UHX6-59W Leg (2)EW52 120.0 120.0 2 Andrew UHX6-59W Leg (4)EW52 111.0 111.0 1 Andrew UHX6-59W Leg (2)EW52 110.0 110.0 1 Andrew UHX6-59W Leg (1)EW52 Verizon 107.0 107.0 1 Andrew UHX6-59/L Leg (1)EW52 96.0 96.0 1 Andrew UHX6-59W Leg (2)EW52 Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 295.0 295.0 1 CSS X7C-FRO-640 2 Scala AP22-1850/033D 2 Scala AP20-1900/063D 2 Scala AP17-1900/090D Verizon 250.0 250.0 [1: CSS X7C-FRO-640 - (8)15/8"Coax 1 CSS X7-665-4 Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 4 JMAX7CQAP-FRO-645-VRO 295.0 295.0 6 CSS DBC-7CAP Sector Frames (8)15/8"Coax Verizon 2 JMAX7CQAP-665-VRO 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Double stack proposed coax in the place of the existing Verizon coax. CLS Group • 319 Chapanoke Rd Suite 118,Raleigh,NC 27603 • Office:(405)348-5460 • Engineering@CLSgroup.com MCLSGroup Eng. Number OAA725411_0_02 a telamon'A'company September 20, 2018 Page 3 Structure Usages Structural Component Controlling Usage Pass/Fail Legs 79% Pass Diagonals 101% Pass Horizontals 67% Pass Anchor Bolts 63% Pass Leg Bolts 77% Pass Foundations Reaction Component Analysis Reactions %of Usage Uplift (Kips) 793.1 92% Axial (Kips) 938.7 43% Shear(Kips) 114.1 48% 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 Deflection Sway Elevation Antenna Carrier (ft) Twist (°) (Rotation) (°) (ft) CSS DBC-7CAP 295.0 JMA X7CQAP-665-VRO 0.502 0.004 0.221 JMA X7CQAP-FRO-645-VRO 135.0 Andrew UHX6-59W 0.098 0.005 0.082 Andrew UHX6-59W 120.0 Verizon 0.079 0.075 Andrew UHX6-59W 111.0 Andrew UHX6-59W 0.071 0.004 0.071 110.0 Andrew UHX6-59W 107.0 Andrew UHX6-59/L 0.063 0.068 96.0 Andrew UHX6-59W 0.055 0.003 0.062 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G CLS Group • 319 Chapanoke Rd Suite 118,Raleigh,NC 27603 • Office:(405)348-5460 • Engineering@CLSgroup.com AMERICAN TOWER C O R P O R A T I O N 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. CLS Group • 319 Chapanoke Rd Suite 118,Raleigh,NC 27603 • Office:(405)348-5460 • Engineering@CLSgroup.com Job Information --- -- Tower: 5110 Location : Angle Road, FL Base Width : 36.00 ft : : ©2007-2018 by ATC IF LLC. All rights reserved. Client Verizon Wireless Top Width 6.00 ft 2E'100 Code : ANSI/TIA-222-G Tower Ht: 300.00 ft Shape :Triangle Sect 14 260.00 Loads: 120 mph no ice sect 13 30 mph w/0'0"radial ice Sections Properties 240.00 Site Class: D Ss: 0.06 S1:0.03 Section Leg Members Diagonal Members Horizontal Members 60 mph Serviceability 1 -2 PX 50 ksi 16"DIA PIPE DAE 36 ksi 3.5X3.5XO.375 DAE 36 ksi 4X4XO.25 Sect 12 3 PX 50 ksi 14"DIA PIPE DAE 36 ksi 3.5X3.5XO.375 DAE 36 ksi 3.5X3.5XO.25 4 PX 50 ksi 12"DIA PIPE DAE 36 ksi 3.5X3.5XO.25 DAE 36 ksi 3.5X3.5XO.25 220.O0 5 PX 50 ksi 12"DIA PIPE DAE 36 ksi 3.5X3.5XO.25 DAE 36 ksi 3X3XO.25 6 PX 50 ksi 10"DIA PIPE DAE 36 ksi 3X3XO.25 7 PX 50 ksi 10"DIA PIPE DAE 36 ksi 3X3XO.1875 Sect 11 8 PX 50 ksi 8"DIA PIPE SAE 36 ksi 4X4XO.375 20000 9 PX 50 ksi 8"DIA PIPE SAE 36 ksi 3.5X3.5XO.375 10 PST 50 ksi 8"DIA PIPE SAE 36 ksi 3.5X3.5XO.25 11 PX 50 ksi 6"DIA PIPE SAE 36 ksi 3X3XO.25 Sect 10 12 PX 50 ksi 5"DIA PIPE SAE 36 ksi 3X3XO.1875 13 PX 50 ksi 3-1/2"DIA PIPE SAE 36 ksi 2.5X2.5XO.1875 1a0.O0 14 PST 50 ksi 3"DIA PIPE SAE 36 ksi 1.75X1.75XO.1875 15 PST 50 ksi 2-1/2"DIA PIPE SAE 36 ksi 1.75X1.75XO.1875 SAE 36 ksi 1.75X1.75XO.1875 Discrete Appurtenance 100.00 Elev(ft) Type Qty Description Sect a 295.00 Panel 4 JMA X7CQAP-FRO-645-VRO 295.00 Panel 6 CSS DBC-7CAP 140.00 295.00 Panel 2 JMA X7CQAP-665-VRO 295.00 Mounting Frame 3 Flat Light Sector Frame 275.00 Mounting Frame 3 Flat Light Sector Frames Seat 7 275.00 Panel 9 Amphenol Antel RWA-80017_25 120.00 191.00 Mounting Frame 3 Round Sector Frames 191.00 Panel 6 CellMax CMA-BDHH/6520/EO-8 191.00 Panel 3 Andrew SBNHH-1D65B Sect B 191.00 Panel 3 Nokia FXFC 191.00 Panel 3 Nokia FRIE --00.00 191.00 Panel 3 Raycap RCMDC-4010-PF-48 191.00 Panel 3 Nokia FRIG w/o Solar Shield 180.00 Mounting Frame 3 Round Sector Frames erl g 180.00 Panel 3 RFS APXV9ERR18-C 180.00 Panel 3 Commscope TTTT65AP-1XR 80.00 180.00 Panel 3 Ericsson RRUS82 w/Solarshield 180.00 Panel 3 Ericsson RRUS-11 800 MHz 180.00 Panel 3 Ericsson RRUS 31 B25 Sect 4 180.00 Panel 1 Nokia NSN FFHS CO 00 180.00 Panel 3 Ericsson 800MHz SMR Filter 180.00 Panel 9 RFS ACU-A20-N 135.00 Dish 1 Andrew UHX6-59W SeG1 3 120.00 Dish 1 Andrew UHX6-59W 120.00 Dish 1 Andrew UHX6-59W 40.00 111.00 Dish 1 Andrew UHX6-59W 110.00 Dish 1 Andrew UHX6-59W 107.00 Dish 1 Andrew UHX6-59/L Sect 2 V7 '�q Qr on ni.h 1 A-1irp 'Ilwyr-raw 20.00 Linear Appurtenance Sect 1 Elev(ft) From To Qty Description 300.00 1 Climbing Ladder 0.00 300.00 1 Waveguide 0.00 295.00 12 1 5/8" Coax 0.00 294.00 1 Waveguide Job Information Tower: 5110 Location : Angle Road, FL Base Width : 36.00 ft Client:Verizon Wireless Top Width : 6.00 ft ©2007-2018 by ATC IP LLC. All rights reserved. Code :ANSI/TIA-222-G Tower Ht: 300.00 ft Shape :Triangle 0.00 275.00 1 Waveguide 0.00 275.00 9 1 518" Coax 0.00 191.00 1 Waveguide 0.00 191.00 3 1.24"Hybrid 0.00 191.00 6 1 5/8" Coax 0.00 180.00 1 Waveguide 0.00 180.00 3 1 1/4"Hybriflex 0.00 180.00 1 0.87"Fiber 0.00 135.00 2 EW52 0.00 120.00 4 EW52 0.00 111.00 2 EW52 0.00 110.00 1 EW52 0.00 107.00 1 EW52 0.00 96.00 2 EW52 Global Base Foundation Design Loads Load Case Moment(k-ft) Vertical(kip) Horizontal(kip) DL+WL 27,775.39 143.53 195.89 DL+WL+IL 1,164.43 143.53 8.31 Individual Base Foundation Design Loads Vertical(kip) Uplift(kip) Horizontal(kip) 938.74 793.12 114.10 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Analysis Parameters Location: ST LUCIE County, FL Height(ft): 300 Code: ANSI/TIA-222-G Base Elevation(ft): 0.00 Shape: Triangle Bottom Face Width (ft): 36.00 Tower Manufacturer: Sabre Top Face Width (ft): 6.00 Tower Type: Self Support Anchor Bolt Detail Type c Kd: Ke: Ice & Wind Parameters Structure Class: II Design Windspeed Without Ice: 120 mph Exposure Category: C Design Windspeed With Ice: 30 mph Topographic Category: 1 Operational Windspeed: 60 mph Crest Height: 0 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method (sec): 0.84 TL(sec): 8 p: 1.3 Cs: 0.030 Ss: 0.057 Sj: 0.030 Cs, Max: 0.030 Fa: 1.600 Fv: 2.400 Cs, Min: 0.030 Sds: 0.061 Sd1: 0.048 Load Cases 1.213+1.6W Normal 120 mph Normal with No Ice 1.21)+1.6W 60 deg 120 mph 60 degree with No Ice 1.21)+1.6W 90 deg 120 mph 90 degree with No Ice 1.2D+1.6W 120 deg 120 mph 120 degree with No Ice 1.213+1.6W 180 deg 120 mph 180 degree with No Ice 1.2D+1.6W 210 deg 120 mph 210 degree with No Ice 1.2D+1.6W 240 deg 120 mph 240 degree with No Ice 1.2D+1.6W 300 deg 120 mph 300 degree with No Ice 1.2D+1.6W 330 deg 120 mph 330 degree with No Ice 0.91)+1.6W Normal 120 mph Normal with No Ice(Reduced DL) 0.9D+1.6W 60 deg 120 mph 60 deg with No Ice(Reduced DL) 0.9D+1.6W 90 deg 120 mph 90 deg with No Ice(Reduced DL) 0.9D+1.6W 120 deg 120 mph 120 deg with No Ice(Reduced DL) 0.91)+1.6W 180 deg 120 mph 180 deg with No Ice(Reduced DL) 0.9D+1.6W 210 deg 120 mph 210 deg with No Ice(Reduced DL) 0.913+1.6W 240 deg 120 mph 240 deg with No Ice(Reduced DL) 0.9D+1.6W 300 deg 120 mph 300 deg with No Ice(Reduced DL) 0.91)+1.6W 330 deg 120 mph 330 deg with No Ice(Reduced DL) 1.2D+1.013i+1.OWi Normal 30 mph Normal with 0.00 in Radial Ice Page 1 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Analysis Parameters 1.21D+1.ODi+1.OWi 60 deg 30 mph 60 deg with 0.00 in Radial Ice 1.2D+1.ODi+1.OWi 90 deg 30 mph 90 deg with 0.00 in Radial Ice 1.21)+1.01)i+1.OWi 120 deg 30 mph 120 deg with 0.00 in Radial Ice 1.21D+1.ODi+1.OWi 180 deg 30 mph 180 deg with 0.00 in Radial Ice 1.213+1.013i+1.OWi 210 deg 30 mph 210 deg with 0.00 in Radial Ice 1.21)+1.01)i+1.OWi 240 deg 30 mph 240 deg with 0.00 in Radial Ice 1.21)+1.01)i+1.OWi 300 deg 30 mph 300 deg with 0.00 in Radial Ice 1.21D+1.ODi+1.OWi 330 deg 30 mph 330 deg with 0.00 in Radial Ice (1.2+0.2Sds)*DL+E Normal Seismic Normal (1.2+0.2Sds)*DL+E 60 deg Seismic 60 deg (1.2+0.2Sds)*DL+E 90 deg Seismic 90 deg (1.2+0.2Sds)*DL+E 120 deg Seismic 120 deg (1.2+0.2Sds)*DL+E 180 deg Seismic 180 deg (1.2+0.2Sds)*DL+E 210 deg Seismic 210 deg (1.2+0.2Sds)*DL+E 240 deg Seismic 240 deg (1.2+0.2Sds)*DL+E 300 deg Seismic 300 deg (1.2+0.2Sds)*DL+E 330 deg Seismic 330 deg (0.9-0.2Sds)*DL+E Normal Seismic(Reduced DL) Normal (0.9-0.2Sds)*DL+E 60 deg Seismic(Reduced DL)60 deg (0.9-0.2Sds)*DL+E 90 deg Seismic(Reduced DL)90 deg (0.9-0.2Sds)*DL+E 120 deg Seismic(Reduced DL) 120 deg (0.9-0.2Sds)*DL+E 180 deg Seismic(Reduced DL) 180 deg (0.9-0.2Sds)*DL+E 210 deg Seismic(Reduced DL)210 deg (0.9-0.2Sds)*DL+E 240 deg Seismic(Reduced DL)240 deg (0.9-0.2Sds)*DL+E 300 deg Seismic(Reduced DL)300 deg (0.9-0.2Sds)*DL+E 330 deg Seismic(Reduced DL)330 deg 1.01D+1.OW Service Normal Serviceability-60 mph Wind Normal 1.01D+1.OW Service 60 deg Serviceability-60 mph Wind 60 deg 1.01)+1.OW Service 90 deg Serviceability-60 mph Wind 90 deg 1.01D+1.OW Service 120 deg Serviceability-60 mph Wind 120 deg 1.01D+1.OW Service 180 deg Serviceability-60 mph Wind 180 deg 1.01D+1.OW Service 210 deg Serviceability-60 mph Wind 210 deg 1.01)+1.OW Service 240 deg Serviceability-60 mph Wind 240 deg 1.01D+1.OW Service 300 deg Serviceability-60 mph Wind 300 deg 1.013+1.OW Service 330 deg Serviceability-60 mph Wind 330 deg Page 2 Site Number: 5110 Code: ANSIMA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Tower Loading Discrete Appurtenance Properties 1.213+ 1.6W Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. M� Q� Fa (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 295.0 CSS DBC-7CAP 6 3 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 49.80 117 24 295.0 JMA X7CQAP-665- 2 46 10.2 6.0 14.6 7.3 0.80 0.67 0.0 0.0 49.80 742 111 295.0 JMA X7CQAP-FRO- 4 56 13.2 6.0 18.8 9.9 0.80 0.67 0.0 0.0 49.80 1911 270 295.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.80 0.75 0.0 0.0 49.80 2182 1440 275.0 Amphenol Antel 9 31 10.9 8.0 11.2 5.9 0.80 0.68 0.0 0.0 49.07 3565 335 275.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 49.07 1801 1440 191.0 Nokia FRIG w/o Solar 3 54 2.3 1.5 15.2 6.0 0.80 0.67 0.0 0.0 45.45 228 194 191.0 Raycap RCMDC- 3 20 2.8 1.7 16.1 5.8 0.80 0.67 0.0 0.0 45.45 274 72 191.0 Nokia FRIE 3 55 3.5 1.8 19.3 5.2 0.80 0.67 0.0 0.0 45.45 352 198 191.0 Nokia FXFC 3 55 3.6 1.8 19.4 5.2 0.80 0.67 0.0 0.0 45.45 355 198 191.0 Andrew SBNHH- 3 51 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.0 45.45 836 183 191.0 CeIIMax CMA- 6 62 9.1 5.4 15.9 5.0 0.80 0.62 0.0 0.0 45.45 1665 446 191.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 45.45 1342 1080 180.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 44.88 31 11 180.0 Ericsson 800MHz 3 10 0.5 0.4 11.0 4.5 0.80 0.50 0.0 0.0 44.88 36 36 180.0 Nokia NSN FFHS 1 17 1.1 0.8 11.8 3.0 0.80 0.50 0.0 0.0 44.88 26 21 180.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 44.88 119 202 180.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.67 0.0 0.0 44.88 247 194 180.0 Ericsson RRUS82 w/ 3 62 3.0 1.5 14.0 6.0 0.80 0.67 0.0 0.0 44.88 292 224 180.0 Commscope 3 33 7.0 5.3 12.0 5.0 0.80 0.65 0.0 0.0 44.88 664 120 180.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.0 44.88 811 180 180.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 44.88 1325 1080 135.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 42.24 2267 431 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 41.21 1760 431 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.90 0.0 0.0 41.21 2031 431 111.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 40.54 2176 431 110.0 Andrew UHX6-59W 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 40.46 1456 384 107.0 Andrew UHX6-59/L 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 40.23 1447 384 96.00 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 39.32 1680 431 Totals 89 9151 838.8 31736 10981 Discrete Appurtenance Properties 0.913+ 1.6W Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. M� Q� Fa (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 295.0 CSS DBC-7CAP 6 3 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 49.80 117 18 295.0 JMA X7CQAP-665- 2 46 10.2 6.0 14.6 7.3 0.80 0.67 0.0 0.0 49.80 742 83 295.0 JMA X7CQAP-FRO- 4 56 13.2 6.0 18.8 9.9 0.80 0.67 0.0 0.0 49.80 1911 202 295.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.80 0.75 0.0 0.0 49.80 2182 1080 275.0 Amphenol Antel 9 31 10.9 8.0 11.2 5.9 0.80 0.68 0.0 0.0 49.07 3565 251 275.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 49.07 1801 1080 191.0 Nokia FRIG w/o Solar 3 54 2.3 1.5 15.2 6.0 0.80 0.67 0.0 0.0 45.45 228 146 191.0 Raycap RCMDC- 3 20 2.8 1.7 16.1 5.8 0.80 0.67 0.0 0.0 45.45 274 54 191.0 Nokia FRIE 3 55 3.5 1.8 19.3 5.2 0.80 0.67 0.0 0.0 45.45 352 149 191.0 Nokia FXFC 3 55 3.6 1.8 19.4 5.2 0.80 0.67 0.0 0.0 45.45 355 149 191.0 Andrew SBNHH- 3 51 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.0 45.45 836 137 191.0 CeIIMax CMA- 6 62 9.1 5.4 15.9 5.0 0.80 0.62 0.0 0.0 45.45 1665 335 191.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 45.45 1342 810 180.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 44.88 31 8 180.0 Ericsson 800MHz 3 10 0.5 0.4 11.0 4.5 0.80 0.50 0.0 0.0 44.88 36 27 180.0 Nokia NSN FFHS 1 17 1.1 0.8 11.8 3.0 0.80 0.50 0.0 0.0 44.88 26 16 180.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 44.88 119 151 Page 3 Site Number: 5110 Code: ANSIMA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Tower Loading 180.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.67 0.0 0.0 44.88 247 146 180.0 Ericsson RRUS82 w/ 3 62 3.0 1.5 14.0 6.0 0.80 0.67 0.0 0.0 44.88 292 168 180.0 Commscope 3 33 7.0 5.3 12.0 5.0 0.80 0.65 0.0 0.0 44.88 664 90 180.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.0 44.88 811 135 180.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 44.88 1325 810 135.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 42.24 2267 323 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 41.21 1760 323 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.90 0.0 0.0 41.21 2031 323 111.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 40.54 2176 323 110.0 Andrew UHX6-59W 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 40.46 1456 288 107.0 Andrew UHX6-59/L 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 40.23 1447 288 96.00 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 39.32 1680 323 Totals 89 9151 838.8 31736 8236 Discrete Appurtenance Properties 1.213+ 1.013i+1.OWi Elevation Description Qty Ice Wt Ice EPA Length Width Depth Ka Orient. Vert. M� Q� Fa (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 295.0 CSS DBC-7CAP 6 3 0.6 0.6 10.4 1.9 0.80 0.50 0.0 0.0 3.11 4 24 295.0 JMA X7CQAP-665- 2 46 9.5 6.0 14.6 7.3 0.80 0.67 0.0 0.0 3.11 27 111 295.0 JMA X7CQAP-FRO- 4 56 11.8 6.0 18.8 9.9 0.80 0.67 0.0 0.0 3.11 67 270 295.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.80 0.75 0.0 0.0 3.11 85 1440 275.0 Amphenol Antel 9 31 10.9 8.0 11.2 5.9 0.80 0.68 0.0 0.0 3.07 139 335 275.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 3.07 70 1440 191.0 Nokia FRIG w/o Solar 3 54 2.3 1.5 15.2 6.0 0.80 0.67 0.0 0.0 2.84 9 194 191.0 Raycap RCMDC- 3 20 2.8 1.7 16.1 5.8 0.80 0.67 0.0 0.0 2.84 11 72 191.0 Nokia FRIE 3 55 3.5 1.8 19.3 5.2 0.80 0.67 0.0 0.0 2.84 14 198 191.0 Nokia FXFC 3 55 3.6 1.8 19.4 5.2 0.80 0.67 0.0 0.0 2.84 14 198 191.0 Andrew SBNHH- 3 51 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.0 2.84 33 183 191.0 CellMax CMA- 6 62 9.1 5.4 15.9 5.0 0.80 0.62 0.0 0.0 2.84 65 446 191.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 2.84 52 1080 180.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 2.81 1 11 180.0 Ericsson 800MHz 3 10 0.4 0.4 11.0 4.5 0.80 0.50 0.0 0.0 2.81 1 36 180.0 Nokia NSN FFHS 1 17 0.9 0.8 11.8 3.0 0.80 0.50 0.0 0.0 2.81 1 21 180.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 2.81 5 202 180.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.67 0.0 0.0 2.81 10 194 180.0 Ericsson RRUS82 w/ 3 62 2.2 1.5 14.0 6.0 0.80 0.67 0.0 0.0 2.81 8 224 180.0 Commscope 3 33 7.0 5.3 12.0 5.0 0.80 0.65 0.0 0.0 2.81 26 120 180.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.0 2.81 32 180 180.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 2.81 52 1080 135.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 2.64 89 431 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 2.58 69 431 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.90 0.0 0.0 2.58 79 431 111.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 2.53 85 431 110.0 Andrew UHX6-59W 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 2.53 57 384 107.0 Andrew UHX6-59/L 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 2.51 57 384 96.00 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 2.46 66 431 Totals 89 9151 828.1 1226 10981 Discrete Appurtenance Properties 1.01)+ 1.OW Service Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. M� Q� Fa (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (Ib) (Ib) 295.0 CSS DBC-7CAP 6 3 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 12.45 18 20 Page 4 Site Number: 5110 Code: ANSIMA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Tower Loading 295.0 JMA X7CQAP-665- 2 46 10.2 6.0 14.6 7.3 0.80 0.67 0.0 0.0 12.45 116 92 295.0 JMA X7CQAP-FRO- 4 56 13.2 6.0 18.8 9.9 0.80 0.67 0.0 0.0 12.45 299 225 295.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.80 0.75 0.0 0.0 12.45 341 1200 275.0 Amphenol Antel 9 31 10.9 8.0 11.2 5.9 0.80 0.68 0.0 0.0 12.27 557 279 275.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 12.27 281 1200 191.0 Nokia FRIG w/o Solar 3 54 2.3 1.5 15.2 6.0 0.80 0.67 0.0 0.0 11.36 36 162 191.0 Raycap RCMDC- 3 20 2.8 1.7 16.1 5.8 0.80 0.67 0.0 0.0 11.36 43 60 191.0 Nokia FRIE 3 55 3.5 1.8 19.3 5.2 0.80 0.67 0.0 0.0 11.36 55 165 191.0 Nokia FXFC 3 55 3.6 1.8 19.4 5.2 0.80 0.67 0.0 0.0 11.36 55 165 191.0 Andrew SBNHH- 3 51 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.0 11.36 131 152 191.0 CellMax CMA- 6 62 9.1 5.4 15.9 5.0 0.80 0.62 0.0 0.0 11.36 260 372 191.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.36 210 900 180.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 11.22 5 9 180.0 Ericsson 800MHz 3 10 0.5 0.4 11.0 4.5 0.80 0.50 0.0 0.0 11.22 6 30 180.0 Nokia NSN FFHS 1 17 1.1 0.8 11.8 3.0 0.80 0.50 0.0 0.0 11.22 4 17 180.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 11.22 19 168 180.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.67 0.0 0.0 11.22 39 162 180.0 Ericsson RRUS82 w/ 3 62 3.0 1.5 14.0 6.0 0.80 0.67 0.0 0.0 11.22 46 186 180.0 Commscope 3 33 7.0 5.3 12.0 5.0 0.80 0.65 0.0 0.0 11.22 104 100 180.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.0 11.22 127 150 180.0 Round Sector 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.22 207 900 135.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 10.56 354 359 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 10.30 275 359 120.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.90 0.0 0.0 10.30 317 359 111.0 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.98 0.0 0.0 10.13 340 359 110.0 Andrew UHX6-59W 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 10.12 227 320 107.0 Andrew UHX6-59/L 1 320 41.3 6.5 0.0 0.0 1.00 0.64 0.0 0.0 10.06 226 320 96.00 Andrew UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.78 0.0 0.0 9.83 262 359 Totals 89 9151 838.8 4959 9151 Page 5 Site Number: 5110 Code: ANSIMA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 0.00 300.0 Climbing Ladder 1 1.50 6.90 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 300.0 Waveguide 1 1.50 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 295.0 1 5/8" Coax 12 1.98 0.82 50 3 Block 0.00 N 0.00 1.00 0.00 0.00 294.0 Waveguide 1 1.50 6.00 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 275.0 1 5/8" Coax 9 1.98 0.82 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 275.0 Waveguide 1 1.50 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 191.0 1 5/8" Coax 6 1.98 0.82 33 2 Block 0.00 N 0.00 1.00 0.00 0.00 191.0 1.24" Hybrid 3 1.24 0.87 67 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 191.0 Waveguide 1 1.50 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 180.0 0.87" Fiber 1 0.87 0.70 0 1 Individual 0.00 N 1.00 1.00 0.01 0.00 180.0 1 1/4" Hybriflex 3 1.54 1.00 67 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 180.0 Waveguide 1 1.50 6.00 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 135.0 EW52 2 2.25 0.59 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 120.0 EW52 4 2.25 0.59 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 111.0 EW52 2 2.25 0.59 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 110.0 EW52 1 2.25 0.59 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 107.0 EW52 1 2.25 0.59 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 96.00 EW52 2 2.25 0.59 0 3 Individual 0.00 N 1.00 1.00 0.00 Page 6 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Equivalent Lateral Force Method (Based on ASCE7-10 Chapters 11, 12&15) Spectral Response Acceleration for Short Period (S ): 0.06 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Long-Period Transition Period (T -Seconds): 8 L Importance Factor(1 e): 1.00 Site Coefficient F a: 1.60 Site Coefficient F 2.40 v Response Modification Coefficient(R): 3.00 Design Spectral Response Acceleration at Short Period(S ds): 0.06 Design Spectral Response Acceleration at 1.0 Second Period(S dl): 0.05 Seismic Response Coefficient(C s): 0.03 Upper Limit C s: 0.03 Lower Limit C 0.03 s Period based on Rayleigh Method (sec): 0.84 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.17 Total Unfactored Dead Load: 119.61 k Seismic Base Shear(E): 4.66 k LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height Horizontal Vertical Above Base Weight Wz Force Force Section (ft) (lb) (lb-ft) Cvx (lb) (lb) 15 290.00 1,273 972,464 0.033 152 1,543 14 270.00 1,672 1,175,28 0.039 184 2,027 13 250.00 2,367 1,520,01 0.051 238 2,869 12 230.00 2,971 1,730,91 0.058 271 3,602 11 210.00 3,888 2,036,17 0.068 319 4,713 10 190.00 4,483 2,088,09 0.070 327 5,434 9 170.00 6,822 2,789,48 0.094 437 8,269 8 150.00 7,623 2,692,04 0.090 421 9,240 7 130.00 7,695 2,298,26 0.077 360 9,327 6 110.00 9,122 2,240,47 0.075 351 11,057 5 90.00 10,064 1,954,32 0.066 306 12,200 4 70.00 10,540 1,525,01 0.051 239 12,777 3 50.00 12,372 1,207,12 0.041 189 14,997 2 30.00 14,597 783,093 0.026 123 17,694 1 10.00 14,972 221,907 0.007 35 18,148 CSS DBC-7CAP 295.00 20 15,437 0.001 2 24 JMA X7CQAP-665-VRO 295.00 92 72,040 0.002 11 112 JMA X7CQAP-FRO-645-VRO 295.00 225 175,265 0.006 27 272 Flat Light Sector Frame 295.00 1,200 935,578 0.031 146 1,455 Amphenol Antel RWA-80017_25% 275.00 279 200,356 0.007 31 338 Flat Light Sector Frames 275.00 1,200 861,748 0.029 135 1,455 Nokia FRIG w/o Solar Shield 191.00 162 75,921 0.003 12 196 Raycap RCMDC-4010-PF-48 191.00 60 28,119 0.001 4 73 Page 7 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:19 PM Customer: Verizon Wireless Equivalent Lateral Force Method Nokia FRIE 191.00 165 77,468 0.003 12 200 Nokia FXFC 191.00 165 77,468 0.003 12 200 Andrew SBNHH-1D65B 191.00 152 71,281 0.002 11 184 CellMax CMA-BDHH/6520/EO-8 191.00 372 174,337 0.006 27 451 Round Sector Frames 191.00 900 421,784 0.014 66 1,091 RFS ACU-A20-N 180.00 9 3,935 0.000 1 11 Ericsson 800MHz SMR Filter 180.00 30 13,116 0.000 2 36 Nokia NSN FFHS 180.00 17 7,607 0.000 1 21 Ericsson RRUS 31 B25 180.00 168 73,581 0.002 12 204 Ericsson RRUS-11 800 MHz 180.00 162 70,827 0.002 11 196 Ericsson RRUS82 w/Solarshield 180.00 186 81,451 0.003 13 226 Commscope TTTT65AP-1XR 180.00 100 43,677 0.001 7 121 RFS APXV9ERR18-C 180.00 150 65,581 0.002 10 182 Round Sector Frames 180.00 900 393,484 0.013 62 1,091 Andrew UHX6-59W 135.00 359 112,070 0.004 18 435 Andrew UHX6-59W 120.00 359 97,633 0.003 15 435 Andrew UHX6-59W 120.00 359 97,633 0.003 15 435 Andrew UHX6-59W 111.00 359 89,115 0.003 14 435 Andrew UHX6-59W 110.00 320 78,597 0.003 12 388 Andrew UHX6-59/L 107.00 320 76,093 0.003 12 388 Andrew UHX6-59W 96.00 359 75,184 0.003 12 435 119,611 29,801,057 1.000 4,665 144,988 LoadCase (0.9 -0.2Sds) * DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight WZ Force Force Section (ft) (lb) (lb-ft) C X (lb) (lb) 15 290.00 1,273 972,464 0.033 152 1,130 14 270.00 1,672 1,175,28 0.039 184 1,485 13 250.00 2,367 1,520,01 0.051 238 2,101 12 230.00 2,971 1,730,91 0.058 271 2,638 11 210.00 3,888 2,036,17 0.068 319 3,452 10 190.00 4,483 2,088,09 0.070 327 3,980 9 170.00 6,822 2,789,48 0.094 437 6,057 8 150.00 7,623 2,692,04 0.090 421 6,768 7 130.00 7,695 2,298,26 0.077 360 6,832 6 110.00 9,122 2,240,47 0.075 351 8,099 5 90.00 10,064 1,954,32 0.066 306 8,936 4 70.00 10,541 1,525,01 0.051 239 9,358 3 50.00 12,372 1,207,12 0.041 189 10,984 2 30.00 14,597 783,093 0.026 123 12,960 1 10.00 14,972 221,907 0.007 35 13,293 CSS DBC-7CAP 295.00 20 15,437 0.001 2 18 JMA X7CQAP-665-VRO 295.00 92 72,040 0.002 11 82 JMA X7CQAP-FRO-645-VRO 295.00 225 175,265 0.006 27 200 Flat Light Sector Frame 295.00 1,200 935,578 0.031 146 1,065 Amphenol Antel RWA-80017_25% 275.00 279 200,356 0.007 31 248 Flat Light Sector Frames 275.00 1,200 861,748 0.029 135 1,065 Nokia FRIG w/o Solar Shield 191.00 162 75,921 0.003 12 144 Raycap RCMDC-4010-PF-48 191.00 60 28,119 0.001 4 53 Nokia FRIE 191.00 165 77,468 0.003 12 147 Nokia FXFC 191.00 165 77,468 0.003 12 147 Andrew SBNHH-1D65B 191.00 152 71,281 0.002 11 135 CellMax CMA-BDHH/6520/EO-8 191.00 372 174,337 0.006 27 330 Page 8 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Equivalent Lateral Force Method Round Sector Frames 191.00 900 421,784 0.014 66 799 RFS ACU-A20-N 180.00 9 3,935 0.000 1 8 Ericsson 800MHz SMR Filter 180.00 30 13,116 0.000 2 27 Nokia NSN FFHS 180.00 17 7,607 0.000 1 15 Ericsson RRUS 31 B25 180.00 168 73,581 0.002 12 149 Ericsson RRUS-11 800 MHz 180.00 162 70,827 0.002 11 144 Ericsson RRUS82 w/Solarshield 180.00 186 81,451 0.003 13 165 Commscope TTTT65AP-1XR 180.00 100 43,677 0.001 7 89 RFS APXV9ERR18-C 180.00 150 65,581 0.002 10 133 Round Sector Frames 180.00 900 393,484 0.013 62 799 Andrew UHX6-59W 135.00 359 112,070 0.004 18 319 Andrew UHX6-59W 120.00 359 97,633 0.003 15 319 Andrew UHX6-59W 120.00 359 97,633 0.003 15 319 Andrew UHX6-59W 111.00 359 89,115 0.003 14 319 Andrew UHX6-59W 110.00 320 78,597 0.003 12 284 Andrew UHX6-59/L 107.00 320 76,093 0.003 12 284 Andrew UHX6-59W 96.00 359 75,184 0.003 12 319 119,611 29,801,057 1.000 4,665 106,196 Page 9 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12&15 and ANSI/TIA-G,section 2.7) Spectral Response Acceleration for Short Period (S s): 0.06 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Importance Factor(I e): 1.00 Site Coefficient F a: 1.60 Site Coefficient F �: 2.40 Response Modification Coefficient(R): 3.00 Design Spectral Response Acceleration at Short Period(S ds): 0.06 Desing Spectral Response Acceleration at 1.0 Second Period(S d1): 0.05 Period Based on Rayleigh Method(sec): 0.84 Redundancy Factor(p): 1.30 LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height Horizontal Vertical Above Base Weight Force Force Section (ft) (Ib) a b c SaZ (Ib) (Ib) 15 290.00 1,273 1.766 1.389 0.920 0.133 74 1,543 14 270.00 1,672 1.531 0.580 0.580 0.097 70 2,027 13 250.00 2,367 1.312 0.138 0.347 0.071 73 2,869 12 230.00 2,971 1.111 -0.064 0.194 0.054 69 3,602 11 210.00 3,888 0.926 -0.121 0.098 0.043 72 4,713 10 190.00 4,483 0.758 -0.103 0.043 0.036 69 5,434 9 170.00 6,822 0.607 -0.055 0.015 0.031 91 8,269 8 150.00 7,623 0.472 -0.006 0.006 0.026 87 9,240 7 130.00 7,695 0.355 0.031 0.008 0.022 74 9,327 6 110.00 9,122 0.254 0.055 0.017 0.018 71 11,057 5 90.00 10,064 0.170 0.066 0.027 0.014 60 12,200 4 70.00 10,540 0.103 0.071 0.037 0.010 47 12,777 3 50.00 12,372 0.053 0.071 0.042 0.007 40 14,997 2 30.00 14,597 0.019 0.063 0.037 0.005 32 17,694 1 10.00 14,972 0.002 0.033 0.018 0.002 14 18,148 CSS DBC-7CAP 295.00 20 1.828 1.667 1.025 0.144 1 24 JMA X7CQAP-665-VRO 295.00 92 1.828 1.667 1.025 0.144 6 112 JMA X7CQAP-FRO-645-VRO 295.00 225 1.828 1.667 1.025 0.144 14 272 Flat Light Sector Frame 295.00 1,200 1.828 1.667 1.025 0.144 75 1,455 Amphenol Antel RWA- 275.00 279 1.588 0.742 0.654 0.105 13 338 Flat Light Sector Frames 275.00 1,200 1.588 0.742 0.654 0.105 55 1,455 Nokia FRIG w/o Solar Shield 191.00 162 0.766 -0.105 0.045 0.036 3 196 Raycap RCMDC-4010-PF-48 191.00 60 0.766 -0.105 0.045 0.036 1 73 Nokia FRIE 191.00 165 0.766 -0.105 0.045 0.036 3 200 Nokia FXFC 191.00 165 0.766 -0.105 0.045 0.036 3 200 Andrew SBNHH-1 D65B 191.00 152 0.766 -0.105 0.045 0.036 2 184 CellMax CMA-BDHH/6520/EO-8 191.00 372 0.766 -0.105 0.045 0.036 6 451 Round Sector Frames 191.00 900 0.766 -0.105 0.045 0.036 14 1,091 RFS ACU-A20-N 180.00 9 0.680 -0.081 0.026 0.033 0 11 Ericsson 800MHz SMR Filter 180.00 30 0.680 -0.081 0.026 0.033 0 36 Nokia NSN FFHS 180.00 17 0.680 -0.081 0.026 0.033 0 21 Ericsson RRUS 31 B25 180.00 168 0.680 -0.081 0.026 0.033 2 204 Ericsson RRUS-11 800 MHz 180.00 162 0.680 -0.081 0.026 0.033 2 196 Ericsson RRUS82 w/Solarshield 180.00 186 0.680 -0.081 0.026 0.033 3 226 Commscope TTTT65AP-1XR 180.00 100 0.680 -0.081 0.026 0.033 1 121 RFS APXV9ERR18-C 180.00 150 0.680 -0.081 0.026 0.033 2 182 Round Sector Frames 180.00 900 0.680 -0.081 0.026 0.033 13 1,091 Andrew UHX6-59W 135.00 359 0.383 0.023 0.007 0.023 4 435 Page 10 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Equivalent Modal Analysis Method Andrew UHX6-59W 120.00 359 0.302 0.045 0.012 0.020 3 435 Andrew UHX6-59W 120.00 359 0.302 0.045 0.012 0.020 3 435 Andrew UHX6-59W 111.00 359 0.259 0.054 0.016 0.018 3 435 Andrew UHX6-59W 110.00 320 0.254 0.055 0.017 0.018 2 388 Andrew UHX6-59/L 107.00 320 0.240 0.057 0.018 0.017 2 388 Andrew UHX6-59W 96.00 359 0.194 0.064 0.024 0.015 2 435 119,611 33.346 9.180 8.453 2.037 1,182 144,988 LoadCase (0.9 -0.2Sds) * DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight Force Force Section (ft) (lb) a b c Saz (lb) (lb) 15 290.00 1,273 1.766 1.389 0.920 0.133 74 1,130 14 270.00 1,672 1.531 0.580 0.580 0.097 70 1,485 13 250.00 2,367 1.312 0.138 0.347 0.071 73 2,101 12 230.00 2,971 1.111 -0.064 0.194 0.054 69 2,638 11 210.00 3,888 0.926 -0.121 0.098 0.043 72 3,452 10 190.00 4,483 0.758 -0.103 0.043 0.036 69 3,980 9 170.00 6,822 0.607 -0.055 0.015 0.031 91 6,057 8 150.00 7,623 0.472 -0.006 0.006 0.026 87 6,768 7 130.00 7,695 0.355 0.031 0.008 0.022 74 6,832 6 110.00 9,122 0.254 0.055 0.017 0.018 71 8,099 5 90.00 10,064 0.170 0.066 0.027 0.014 60 8,936 4 70.00 10,541 0.103 0.071 0.037 0.010 47 9,358 3 50.00 12,372 0.053 0.071 0.042 0.007 40 10,984 2 30.00 14,597 0.019 0.063 0.037 0.005 32 12,960 1 10.00 14,972 0.002 0.033 0.018 0.002 14 13,293 CSS DBC-7CAP 295.00 20 1.828 1.667 1.025 0.144 1 18 JMA X7CQAP-665-VRO 295.00 92 1.828 1.667 1.025 0.144 6 82 JMA X7CQAP-FRO-645-VRO 295.00 225 1.828 1.667 1.025 0.144 14 200 Flat Light Sector Frame 295.00 1,200 1.828 1.667 1.025 0.144 75 1,065 Amphenol Antel RWA- 275.00 279 1.588 0.742 0.654 0.105 13 248 Flat Light Sector Frames 275.00 1,200 1.588 0.742 0.654 0.105 55 1,065 Nokia FRIG w/o Solar Shield 191.00 162 0.766 -0.105 0.045 0.036 3 144 Raycap RCMDC-4010-PF-48 191.00 60 0.766 -0.105 0.045 0.036 1 53 Nokia FRIE 191.00 165 0.766 -0.105 0.045 0.036 3 147 Nokia FXFC 191.00 165 0.766 -0.105 0.045 0.036 3 147 Andrew SBNHH-1 D65B 191.00 152 0.766 -0.105 0.045 0.036 2 135 CellMax CMA-BDHH/6520/EO-8 191.00 372 0.766 -0.105 0.045 0.036 6 330 Round Sector Frames 191.00 900 0.766 -0.105 0.045 0.036 14 799 RFS ACU-A20-N 180.00 9 0.680 -0.081 0.026 0.033 0 8 Ericsson 800MHz SMR Filter 180.00 30 0.680 -0.081 0.026 0.033 0 27 Nokia NSN FFHS 180.00 17 0.680 -0.081 0.026 0.033 0 15 Ericsson RRUS 31 B25 180.00 168 0.680 -0.081 0.026 0.033 2 149 Ericsson RRUS-11 800 MHz 180.00 162 0.680 -0.081 0.026 0.033 2 144 Ericsson RRUS82 w/Solarshield 180.00 186 0.680 -0.081 0.026 0.033 3 165 Commscope TTTT65AP-1XR 180.00 100 0.680 -0.081 0.026 0.033 1 89 RFS APXV9ERR18-C 180.00 150 0.680 -0.081 0.026 0.033 2 133 Round Sector Frames 180.00 900 0.680 -0.081 0.026 0.033 13 799 Andrew UHX6-59W 135.00 359 0.383 0.023 0.007 0.023 4 319 Andrew UHX6-59W 120.00 359 0.302 0.045 0.012 0.020 3 319 Andrew UHX6-59W 120.00 359 0.302 0.045 0.012 0.020 3 319 Andrew UHX6-59W 111.00 359 0.259 0.054 0.016 0.018 3 319 Andrew UHX6-59W 110.00 320 0.254 0.055 0.017 0.018 2 284 Andrew UHX6-59/L 107.00 320 0.240 0.057 0.018 0.017 2 284 Andrew UHX6-59W 96.00 359 0.194 0.064 0.024 0.015 2 319 119,611 33.346 9.180 8.453 2.037 1,182 106,196 Page 11 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 1 K - MOD Bot Elev (ft): 0.00 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-16"DIA PIPE -863.15 1.21)+ 1.6W 20.04 25 25 25 11.0 50.0 1,083.9 0 1 0.00 0.00 79 Member X HORIZDAE-4X4X0.25 -34.31 0.9D+ 1.6W 90 16.93 50 50 25 85.4 35.7 85.16 4 2 87.47 83.52 41 Bolt Bear DIAG DAE-3.5X3.5X0.375 -54.76 1.2D+ 1.6W 90 26.91 24 48 12 111.6 36.0 83.59 4 2 87.47 125.28 65 Member Y Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Controls Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) LEG PX-16"DIA PIPE 730.37 0.913+1.6W 60 50 65 1,093.5 0 1 0.00 0.00 66 Member HORIZ DAE-4X4X0.25 34.83 1.213+1.6W 90 36 58 112.31 4 2 87.47 70.54 51.48 67 Blk Shear DIAG DAE-3.5X3.5X0.375 52.02 1.21D+1.6W 90 36 58 140.74 4 2 87.47 105.81 77.22 67 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 727.30 0.9D+1.6W 180 0.00 0 0 Top Compression 859.71 1.2D+1.6W 0.00 0 Bot Tension 799.21 0.9D+1.6W 180 1558.89 63 12 2.0"GR50 Bot Compression 941.89 1.21)+1.6W 0.00 0 Section: 2 K - MOD Bot Elev (ft): 20.00 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-16"DIA PIPE -779.53 1.213+ 1.6W 20.04 25 25 25 11.0 50.0 1,083.9 0 1 0.00 0.00 71 Member X HORIZDAE-4X4X0.25 -33.66 1.21)+ 1.6W 90 15.85 50 50 25 80.0 35.7 89.24 4 2 87.47 83.52 40 Bolt Bear DIAG DAE-3.5X3.5X0.375 -57.70 1.21)+ 1.6W 90 26.21 24 48 12 108.7 36.0 86.47 4 2 87.47 125.28 66 Member Y Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-16"DIA PIPE 661.83 0.91)+1.6W 60 50 65 1,093.5 0 1 0.00 0.00 60 Member HORIZ DAE-4X4X0.25 34.07 1.2D+1.6W 90 36 58 112.31 4 2 87.47 70.54 51.48 66 Blk Shear DIAG DAE-3.5X3.5X0.375 54.31 0.913+1.6W 90 36 58 140.74 4 2 87.47 105.81 77.22 70 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 658.84 0.913+1.6W 60 0.00 0 0 Top Compression 776.23 1.21)+1.6W 240 0.00 0 Bot Tension 727.30 0.91)+1.6W 180 1349.04 54 8 2"A449 Bot Compression 859.71 1.2D+1.6W 0.00 0 Page 12 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 3 K - MOD Bot Elev (ft):40.00 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-14"DIA PIPE -694.62 1.21)+ 1.6W 20.04 25 25 25 12.6 50.0 943.03 0 1 0.00 0.00 73 Member X HORIZDAE-3.5X3.5X0.25 -32.03 1.213+ 1.6W 90 14.78 50 50 25 84.8 36.0 74.97 4 2 87.47 83.52 42 Member Y DIAG DAE-3.5X3.5X0.375 -56.64 1.213+ 1.6W 90 25.53 24 48 12 105.9 36.0 89.26 4 2 87.47 125.28 64 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-14"DIA PIPE 592.64 0.913+1.6W 60 50 65 954.00 0 1 0.00 0.00 62 Member HORIZ DAE-3.5X3.5X0.25 31.80 1.213+1.6W 90 36 58 96.00 4 2 87.47 70.54 51.48 61 Blk Shear DIAG DAE-3.5X3.5X0.375 53.44 1.213+1.6W 90 36 58 140.74 4 2 87.47 105.81 77.22 69 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 589.82 0.91)+1.6W 180 0.00 0 0 Top Compression 691.56 1.213+1.6W 0.00 0 Bot Tension 658.84 0.913+1.6W 60 1025.71 64 8 1.75"A449 Bot Compression 776.23 1.21)+1.6W 240 0.00 0 Section: 4 K - MOD Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-12"DIA PIPE -611.19 1.213+ 1.6W 20.04 25 25 25 13.9 50.0 851.91 0 1 0.00 0.00 71 Member X HORIZDAE-3.5X3.5X0.25 -29.43 1.21)+ 1.6W 90 13.71 50 50 25 78.7 36.0 79.05 4 2 87.47 83.52 37 Member Y DIAG DAE-3.5X3.5X0.25 -54.66 1.21)+ 1.6W 90 24.88 24 48 12 103.9 36.0 62.06 4 2 87.47 83.52 88 Member Y Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-12"DIA PIPE 523.25 0.91)+1.6W 60 50 65 864.00 0 1 0.00 0.00 60 Member HORIZ DAE-3.5X3.5X0.25 29.429.433 1.213+1.6W 90 36 58 96.00 4 2 87.47 70.54 51.48 57 Blk Shear DIAG I � M.I Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 520.64 0.913+1.6W 180 0.00 0 0 Top Compression 608.36 1.21)+1.6W 0.00 0 Bot Tension 589.82 0.91)+1.6W 180 769.28 77 6 1.75"A449 Bot Compression 691.56 1.213+1.6W 0.00 0 Page 13 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 5 K - MOD Bot Elev (ft): 80.00 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-12"DIA PIPE -527.10 1.21)+ 1.6W 20.04 25 25 25 13.9 50.0 851.91 0 1 0.00 0.00 61 Member X HORIZDAE-3X3X0.25 -27.83 1.213+ 1.6W 90 12.64 50 50 25 84.2 36.0 64.27 4 2 87.47 83.52 43 Member Y DIAG DAE-3.5X3.5X0.25 -54.10 1.213+ 1.6W 90 24.25 24 48 12 101.3 36.0 63.82 4 2 87.47 83.52 84 Member Y Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-12"DIA PIPE 452.16 0.913+1.6W 60 50 65 864.00 0 1 0.00 0.00 52 Member HORIZ DAE-3X3X0.25 27.35 1.213+1.6W 90 36 58 79.69 4 2 87.47 70.54 46.04 59 Blk Shear DIAG DAE-3.5X3.5X0.25 51.65 1.213+1.6W 90 36 58 96.00 4 2 87.47 70.54 51.48 100 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 449.66 0.91)+1.6W 60 0.00 0 0 Top Compression 524.45 1.213+1.6W 120 0.00 0 Bot Tension 520.64 0.913+1.6W 180 769.28 68 6 1.75"A449 Bot Compression 608.36 1.21)+1.6W 0.00 0 Section: 6 X - MOD Bot Elev (ft): 100.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-10"DIA PIPE -512.62 1.213+ 1.6W 6.68 100 100 100 22.1 50.0 699.13 0 0 0.00 0.00 73 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG DAE-3X3X0.25 -25.40 1.21)+ 1.6W 90 25.80 48 48 12 159.8 36.0 25.47 4 2 87.47 83.52 99 Member X Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-10"DIA PIPE 442.52 0.91)+1.6W 60 50 65 724.50 0 0 0.00 0.00 61 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG DAE-3X3X0.25 24.92 1.21)+1.6W 90 36 58 79.69 4 2 87.47 70.54 46.04 54 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 388.58 0.913+1.6W 180 0.00 0 0 Top Compression 449.63 1.21)+1.6W 0.00 0 Bot Tension 449.66 0.91)+1.6W 60 769.28 58 6 1.75"A449 Bot Compression 524.45 1.213+1.6W 120 0.00 0 Page 14 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 7 X Bot Elev (ft): 120.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-10"DIA PIPE -439.43 1.21)+ 1.6W 6.68 100 100 100 22.1 50.0 699.13 0 0 0.00 0.00 62 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG DAE-3X3X0.1875 -20.59 1.213+ 1.6W 90 23.74 48 48 24 151.6 36.0 21.43 4 2 87.47 62.64 96 Member Y Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-10"DIA PIPE 377.73 1.213+1.6W 60 50 65 724.50 0 0 0.00 0.00 52 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG DAE-3X3X0.1875 20.39 1.213+1.6W 90 36 58 60.42 4 2 87.47 52.90 34.53 59 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 333.64 0.91)+1.6W 180 0.00 0 0 Top Compression 383.45 1.213+1.6W 0.00 0 Bot Tension 388.58 0.913+1.6W 180 769.28 51 6 1.75"A449 Bot Compression 449.63 1.21)+1.6W 0.00 0 Section: 8 X Bot Elev (ft): 140.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-8"DIA PIPE -373.47 1.213+ 1.6W 6.68 100 100 100 27.8 50.0 544.29 0 0 0.00 0.00 68 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.375 -18.47 1.21)+ 1.6W 90 21.69 50 50 50 167.1 36.0 23.14 1 1 21.87 31.32 84 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-8"DIA PIPE 322.89 1.21)+1.6W 60 50 65 576.00 0 0 0.00 0.00 56 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-4X4X0.375 18.33 1.21)+1.6W 90 36 58 82.60 1 1 21.87 21.58 24.94 84 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 279.19 0.913+1.6W 180 0.00 0 0 Top Compression 319.15 1.21)+1.6W 0.00 0 Bot Tension 333.64 0.91)+1.6W 180 623.64 53 6 1.375"A325 Bot Compression 383.45 1.213+1.6W 0.00 0 Page 15 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 9 X Bot Elev (ft): 160.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-8"DIA PIPE -309.50 1.21)+ 1.6W 6.68 100 100 100 27.8 50.0 544.29 0 0 0.00 0.00 56 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3.5X3.5X0.375 -16.12 1.213+ 1.6W 90 19.66 50 50 50 171.8 36.0 18.99 1 1 21.87 31.32 84 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-8"DIA PIPE 272.00 0.913+1.6W 60 50 65 576.00 0 0 0.00 0.00 47 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-3.5X3.5X0.375 15.96 1.213+1.6W 90 36 58 70.20 1 1 21.87 21.58 24.94 73 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 225.75 0.91)+1.6W 180 0.00 0 0 Top Compression 256.81 1.213+1.6W 0.00 0 Bot Tension 279.19 0.913+1.6W 180 623.64 45 6 1.375"A325 Bot Compression 319.15 1.21)+1.6W 0.00 0 Section: 10 X Bot Elev (ft): 180.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-8"DIA PIPE -247.22 1.213+ 1.6W 6.68 100 100 100 27.3 50.0 358.01 0 0 0.00 0.00 69 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3.5X3.5X0.25 -13.13 1.21)+ 1.6W 90 17.66 50 50 50 154.1 36.0 16.09 1 1 21.87 20.88 81 Member Z Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-8"DIA PIPE 219.60 0.91)+1.6W 60 50 65 378.00 0 0 0.00 0.00 58 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-3.5X3.5X0.25 12.94 1.21)+1.6W 90 36 58 48.00 1 1 21.87 14.39 16.63 89 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 181.27 0.913+1.6W 180 0.00 0 0 Top Compression 202.66 1.21)+1.6W 0.00 0 Bot Tension 225.75 0.91)+1.6W 180 623.64 36 6 1.375"A325 Bot Compression 256.81 1.213+1.6W 0.00 0 Page 16 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 11 X Bot Elev (ft): 200.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-6"DIA PIPE -195.47 1.21)+ 1.6W 6.68 100 100 100 36.5 50.0 342.89 0 0 0.00 0.00 57 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.25 -9.48 1.213+ 1.6W 90 15.70 50 50 50 159.1 36.0 12.84 1 1 21.87 20.88 73 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-6"DIA PIPE 174.45 1.213+1.6W 60 50 65 378.00 0 0 0.00 0.00 46 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-3X3X0.25 9.36 1.213+1.6W 90 36 58 39.84 1 1 21.87 14.39 13.91 67 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 141.62 0.91)+1.6W 180 0.00 0 0 Top Compression 157.16 1.213+1.6W 0.00 0 Bot Tension 181.27 0.913+1.6W 180 623.64 29 6 1.375"A325 Bot Compression 202.66 1.21)+1.6W 0.00 0 Section: 12 X Bot Elev (ft): 220.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-5"DIA PIPE -149.88 1.213+ 1.6W 6.68 100 100 100 43.6 50.0 239.33 0 0 0.00 0.00 62 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -8.28 1.21)+ 1.6W 90 13.79 50 50 50 138.8 36.0 12.78 1 1 21.87 15.66 64 Member Z Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-5"DIA PIPE 134.87 1.21)+1.6W 60 50 65 274.95 0 0 0.00 0.00 49 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-3X3X0.1875 8.14 1.21)+1.6W 90 36 58 30.21 1 1 21.87 10.79 10.43 78 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 101.85 0.913+1.6W 180 0.00 0 0 Top Compression 112.53 1.21)+1.6W 0.00 0 Bot Tension 141.62 0.91)+1.6W 180 348.88 41 4 1.25"A325 Bot Compression 157.16 1.213+1.6W 0.00 0 Page 17 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 13 X Bot Elev (ft): 240.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-3-1/2"DIA PIPE -107.27 1.21)+ 1.6W 5.01 100 100 100 45.9 50.0 141.97 0 0 0.00 0.00 75 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 -6.63 1.213+ 1.6W 90 11.19 50 50 50 135.7 36.0 11.06 1 1 15.19 13.05 59 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-3-1/2"DIA PIPE 96.95 1.213+1.6W 60 50 65 165.60 0 0 0.00 0.00 58 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 6.54 1.213+1.6W 90 36 58 24.84 1 1 15.19 8.94 9.29 73 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 61.76 0.91D+1.6W 180 0.00 0 0 Top Compression 68.49 1.213+1.6W 0.00 0 Bot Tension 101.85 0.91)+1.6W 180 348.88 29 4 1.25"A325 Bot Compression 112.53 1.21)+1.6W 0.00 0 Section: 14 X Bot Elev (ft): 260.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-3"DIA PIPE -62.97 1.213+ 1.6W 5.01 100 100 100 51.8 50.0 82.46 0 0 0.00 0.00 76 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 -5.75 1.21)+ 1.6W 90 9.328 47 47 47 153.4 36.0 5.96 1 1 15.19 13.05 96 Member Z Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-3"DIA PIPE 56.42 1.21)+1.6W 60 50 65 100.35 0 0 0.00 0.00 56 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 5.68 1.21D+1.6W 90 36 58 15.67 1 1 15.19 8.94 6.23 91 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 22.62 0.913+1.6W 180 0.00 0 0 Top Compression 25.64 1.21)+1.6W 0.00 0 Bot Tension 61.76 0.91D+1.6W 180 218.07 28 4 1 A325 Bot Compression 68.49 1.213+1.6W 0.00 0 Page 18 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Force/Stress Summary Section: 15 X Bot Elev (ft): 280.0 Height (ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -20.98 1.21D+ 1.6W 5.00 100 100 100 63.4 50.0 57.18 0 0 0.00 0.00 36 Member X HORIZSAE-1.75X1.75X0.18 -0.52 1.2D+1.6W 6.000 100 100 100 209.9 36.0 3.18 1 1 15.19 13.05 16 Member Z DIAG SAE-1.75X1.75X0.18 -3.90 1.21D+ 1.6W 90 7.810 50 50 50 136.6 36.0 7.52 1 1 15.19 13.05 51 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP 18.51 0.9D+1.6W 60 50 65 76.68 0 0 0.00 0.00 24 Member HORIZ SAE-1.75X1.75X0.18 0.50 1.2D+1.6W 60 36 58 15.67 1 1 15.19 8.94 6.23 8 Blk Shear DIAG SAE-1.75X1.75X0.18 3.83 1.2D+1.6W 90 36 58 15.67 1 1 15.19 8.94 6.23 61 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.28 (1.2+0.2Sds)* 0.00 0 Bot Tension 22.62 0.9D+1.6W 180 120.41 19 4 0.75"A325 Bot Compression 25.64 1.2D+1.6W 0.00 0 Page 19 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Detailed Reactions Radius Elevation Azimuth FX FY FZ Load Case (ft) (ft) (deg) Node (kip) (kip) (kip) ( )=Uplift (+)= Down 1.213+ 1.6W Normal 20.78 00.00 0 1 0.00 938.74 -114.10 20.78 00.00 120 la 35.50 -397.60 -40.90 20.78 00.00 240 lb -35.50 -397.60 -40.90 1.213+ 1.6W 60 deg 20.78 00.00 0 1 -15.48 462.69 -55.30 20.78 00.00 120 la -55.63 462.69 14.25 20.78 00.00 240 1 b -85.49 -781.84 -49.36 1.213+ 1.6W 90 deg 20.78 00.00 0 1 -18.68 47.85 -4.36 20.78 00.00 120 la -86.02 779.62 39.29 20.78 00.00 240 1 b -79.89 -683.94 -34.93 1.213+ 1.6W 120 deg 20.78 00.00 0 1 -17.66 -397.60 51.19 20.78 00.00 120 la -98.82 938.74 57.05 20.78 00.00 240 1 b -53.17 -397.60 -10.30 1.213+ 1.6W 180 deg 20.78 00.00 0 1 0.00 -781.84 98.71 20.78 00.00 120 la -40.15 462.69 41.05 20.78 00.00 240 1 b 40.15 462.69 41.05 1.213+ 1.6W 210 deg 20.78 00.00 0 1 9.69 -683.94 86.65 20.78 00.00 120 la 5.57 47.85 18.36 20.78 00.00 240 1 b 77.03 779.62 54.85 1.213+ 1.6W 240 deg 20.78 00.00 0 1 17.66 -397.60 51.19 20.78 00.00 120 1 a 53.17 -397.60 -10.30 20.78 00.00 240 1 b 98.82 938.74 57.05 1.213+ 1.6W 300 deg 20.78 00.00 0 1 15.48 462.69 -55.30 20.78 00.00 120 la 85.49 -781.84 -49.36 20.78 00.00 240 1 b 55.63 462.69 14.25 1.213+ 1.6W 330 deg 20.78 00.00 0 1 8.99 779.62 -94.14 20.78 00.00 120 la 70.19 -683.94 -51.72 20.78 00.00 240 1 b 13.12 47.85 -14.00 0.913+ 1.6W Normal 20.78 00.00 0 1 0.00 926.06 -113.00 20.78 00.00 120 la 36.42 -409.20 -41.44 20.78 00.00 240 lb -36.42 -409.20 -41.44 0.913+ 1.6W 60 deg 20.78 00.00 0 1 -15.49 450.39 -54.21 20.78 00.00 120 la -54.70 450.39 13.69 20.78 00.00 240 1 b -86.41 -793.12 -49.89 0.913+ 1.6W 90 deg 20.78 00.00 0 1 -18.70 35.89 -3.28 20.78 00.00 120 la -85.08 767.06 38.73 20.78 00.00 240 1 b -80.81 -695.30 -35.45 0.913+ 1.6W 120 deg 20.78 00.00 0 1 -17.68 -409.20 52.26 20.78 00.00 120 la -97.87 926.06 56.50 20.78 00.00 240 1 b -54.10 -409.20 -10.82 0.913+ 1.6W 180 deg 20.78 00.00 0 1 0.00 -793.12 99.77 20.78 00.00 120 la -39.20 450.39 40.52 20.78 00.00 240 1 b 39.20 450.39 40.52 0.913+ 1.6W 210 deg 20.78 00.00 0 1 9.70 -695.30 87.71 20.78 00.00 120 la 6.51 35.89 17.83 Page 20 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless 20.78 00.00 240 1 b 76.08 767.06 54.31 0.913+ 1.6W 240 deg 20.78 00.00 0 1 17.68 -409.20 52.26 20.78 00.00 120 la 54.10 -409.20 -10.82 20.78 00.00 240 1 b 97.87 926.06 56.50 0.913+ 1.6W 300 deg 20.78 00.00 0 1 15.49 450.39 -54.21 20.78 00.00 120 la 86.41 -793.12 -49.89 20.78 00.00 240 1 b 54.70 450.39 13.69 0AD+ 1.6W 330 deg 20.78 00.00 0 1 9.00 767.07 -93.04 20.78 00.00 120 la 71.11 -695.30 -52.26 20.78 00.00 240 1 b 12.19 35.89 -14.56 1.213+ 1.01)i+1.OWi Normal 20.78 00.00 0 1 0.00 85.19 -8.54 20.78 00.00 120 la -1.68 29.17 0.11 20.78 00.00 240 1 b 1.68 29.17 0.11 1.213+ 1.01)i+1.OWi 60 deg 20.78 00.00 0 1 -0.68 65.34 -6.04 20.78 00.00 120 la -5.57 65.34 2.43 20.78 00.00 240 1 b -0.45 12.85 -0.26 1.2D+ 1.ODi+1.OWi 90 deg 20.78 00.00 0 1 -0.80 47.84 -3.85 20.78 00.00 120 la -6.87 78.66 3.50 20.78 00.00 240 1 b -0.20 17.03 0.35 1.213+ 1.01)i+1.OWi 120 deg 20.78 00.00 0 1 -0.74 29.17 -1.51 20.78 00.00 120 la -7.40 85.19 4.27 20.78 00.00 240 1 b 0.94 29.17 1.39 1.213+ 1.01)i+1.OWi 180 deg 20.78 00.00 0 1 0.00 12.85 0.52 20.78 00.00 120 la -4.89 65.34 3.61 20.78 00.00 240 1 b 4.89 65.34 3.61 1.21D+ 1.ODi+1.OWi 210 deg 20.78 00.00 0 1 0.40 17.03 0.00 20.78 00.00 120 la -2.93 47.84 2.62 20.78 00.00 240 1 b 6.47 78.66 4.20 1.213+ 1.01)i+1.OWi 240 deg 20.78 00.00 0 1 0.74 29.17 -1.51 20.78 00.00 120 la -0.94 29.17 1.39 20.78 00.00 240 1 b 7.40 85.19 4.27 1.213+ 1.01)i+1.OWi 300 deg 20.78 00.00 0 1 0.68 65.34 -6.04 20.78 00.00 120 la 0.45 12.85 -0.26 20.78 00.00 240 1 b 5.57 65.34 2.43 1.21D+ 1.ODi+1.OWi 330 deg 20.78 00.00 0 1 0.40 78.66 -7.70 20.78 00.00 120 la -0.20 17.03 -0.35 20.78 00.00 240 1 b 3.74 47.84 1.23 (1.2+0.2Sds)*DL+ E Normal M1 20.78 00.00 0 1 0.00 71.96 -7.07 20.78 00.00 120 la -2.77 33.49 1.22 20.78 00.00 240 lb 2.77 33.49 1.22 (1.2+0.2Sds)*DL+ E Normal M2 20.78 00.00 0 1 0.00 53.29 -5.04 20.78 00.00 120 la -3.52 42.82 1.95 20.78 00.00 240 1 b 3.52 42.82 1.95 (1.2+0.2Sds)*DL+ E 60 deg M1 20.78 00.00 0 1 -0.33 59.05 -5.71 20.78 00.00 120 la -5.11 59.05 2.57 20.78 00.00 240 lb 1.44 20.83 0.83 (1.2+0.2Sds)*DL+ E 60 deg M2 20.78 00.00 0 1 -0.07 49.73 -4.70 20.78 00.00 120 la -4.10 49.73 2.29 20.78 00.00 240 1 b 3.20 39.48 1.84 Page 21 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless (1.2+0.2Sds)*DL+ E 90 deg M1 20.78 00.00 0 1 -0.38 46.31 -4.36 20.78 00.00 120 la -5.90 68.53 3.19 20.78 00.00 240 lb 1.65 24.10 1.17 (1.2+0.2Sds)*DL+ E 90 deg M2 20.78 00.00 0 1 -0.08 46.31 -4.36 20.78 00.00 120 la -4.31 52.36 2.44 20.78 00.00 240 1 b 3.24 40.27 1.92 (1.2+0.2Sds)*DL+ E 120 deg M1 20.78 00.00 0 1 -0.33 33.57 -3.01 20.78 00.00 120 la -6.11 71.79 3.53 20.78 00.00 240 lb 2.45 33.57 1.79 (1.2+0.2Sds)*DL+ E 120 deg M2 20.78 00.00 0 1 -0.07 42.90 -4.03 20.78 00.00 120 la -4.36 53.14 2.52 20.78 00.00 240 1 b 3.45 42.90 2.07 (1.2+0.2Sds)*DL+ E 180 deg M1 20.78 00.00 0 1 0.00 20.66 -1.65 20.78 00.00 120 la -4.78 59.14 3.14 20.78 00.00 240 lb 4.78 59.14 3.14 (1.2+0.2Sds)*DL+ E 180 deg M2 20.78 00.00 0 1 0.00 39.33 -3.68 20.78 00.00 120 la -4.04 49.80 2.41 20.78 00.00 240 1 b 4.04 49.80 2.41 (1.2+0.2Sds)*DL+ E 210 deg M1 20.78 00.00 0 1 0.19 24.25 -2.03 20.78 00.00 120 la -3.59 46.31 2.51 20.78 00.00 240 1 b 5.70 68.38 3.51 (1.2+0.2Sds)*DL+ E 210 deg M2 20.78 00.00 0 1 0.04 40.40 -3.78 20.78 00.00 120 la -3.73 46.31 2.25 20.78 00.00 240 1 b 4.26 52.23 2.51 (1.2+0.2Sds)*DL+ E 240 deg M1 20.78 00.00 0 1 0.33 33.57 -3.01 20.78 00.00 120 la -2.45 33.57 1.79 20.78 00.00 240 lb 6.11 71.79 3.53 (1.2+0.2Sds)*DL+ E 240 deg M2 20.78 00.00 0 1 0.07 42.90 -4.03 20.78 00.00 120 la -3.45 42.90 2.07 20.78 00.00 240 1 b 4.36 53.14 2.52 (1.2+0.2Sds)*DL+ E 300 deg M1 20.78 00.00 0 1 0.33 59.05 -5.71 20.78 00.00 120 la -1.44 20.83 0.83 20.78 00.00 240 lb 5.11 59.05 2.57 (1.2+0.2Sds)*DL+ E 300 deg M2 20.78 00.00 0 1 0.07 49.73 -4.70 20.78 00.00 120 la -3.20 39.48 1.84 20.78 00.00 240 1 b 4.10 49.73 2.29 (1.2+0.2Sds)*DL+ E 330 deg M1 20.78 00.00 0 1 0.19 68.38 -6.69 20.78 00.00 120 la -1.85 24.25 0.85 20.78 00.00 240 lb 3.97 46.31 1.85 (1.2+0.2Sds)*DL+ E 330 deg M2 20.78 00.00 0 1 0.04 52.23 -4.94 20.78 00.00 120 la -3.29 40.40 1.85 20.78 00.00 240 1 b 3.82 46.31 2.11 (0.9-0.2Sds)*DL+E Normal M1 20.78 00.00 0 1 0.00 59.55 -5.90 20.78 00.00 120 la -1.76 21.11 0.64 20.78 00.00 240 1 b 1.76 21.11 0.64 (0.9-0.2Sds)*DL+E Normal M2 20.78 00.00 0 1 0.00 40.90 -3.88 20.78 00.00 120 la -2.51 30.43 1.36 20.78 00.00 240 1 b 2.51 30.43 1.36 Page 22 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless (0.9-0.2Sds)*DL+E 60 deg M1 20.78 00.00 0 1 -0.33 46.65 -4.54 20.78 00.00 120 la -4.10 46.65 1.99 20.78 00.00 240 1 b 0.43 8.47 0.25 (0.9-0.2Sds)*DL+E 60 deg M2 20.78 00.00 0 1 -0.07 37.33 -3.53 20.78 00.00 120 la -3.09 37.33 1.70 20.78 00.00 240 1 b 2.18 27.10 1.26 (0.9-0.2Sds)*DL+E 90 deg M1 20.78 00.00 0 1 -0.38 33.92 -3.19 20.78 00.00 120 la -4.89 56.11 2.61 20.78 00.00 240 1 b 0.64 11.73 0.59 (0.9-0.2Sds)*DL+E 90 deg M2 20.78 00.00 0 1 -0.08 33.92 -3.19 20.78 00.00 120 la -3.30 39.96 1.86 20.78 00.00 240 1 b 2.23 27.88 1.34 (0.9-0.2Sds)*DL+E 120 deg M1 20.78 00.00 0 1 -0.33 21.19 -1.85 20.78 00.00 120 la -5.10 59.38 2.94 20.78 00.00 240 1 b 1.44 21.19 1.21 (0.9-0.2Sds)*DL+E 120 deg M2 20.78 00.00 0 1 -0.07 30.51 -2.86 20.78 00.00 120 la -3.35 40.75 1.93 20.78 00.00 240 1 b 2.44 30.51 1.49 (0.9-0.2Sds)*DL+E 180 deg M1 20.78 00.00 0 1 0.00 8.30 -0.49 20.78 00.00 120 la -3.77 46.73 2.56 20.78 00.00 240 1 b 3.77 46.73 2.56 (0.9-0.2Sds)*DL+E 180 deg M2 20.78 00.00 0 1 0.00 26.95 -2.51 20.78 00.00 120 la -3.03 37.41 1.83 20.78 00.00 240 1 b 3.03 37.41 1.83 (0.9-0.2Sds)*DL+E 210 deg M1 20.78 00.00 0 1 0.19 11.88 -0.86 20.78 00.00 120 la -2.58 33.92 1.92 20.78 00.00 240 lb 4.69 55.97 2.93 (0.9-0.2Sds)*DL+E 210 deg M2 20.78 00.00 0 1 0.04 28.01 -2.61 20.78 00.00 120 la -2.72 33.92 1.67 20.78 00.00 240 lb 3.25 39.83 1.92 (0.9-0.2Sds)*DL+E 240 deg M1 20.78 00.00 0 1 0.33 21.19 -1.85 20.78 00.00 120 la -1.44 21.19 1.21 20.78 00.00 240 1 b 5.10 59.38 2.94 (0.9-0.2Sds)*DL+E 240 deg M2 20.78 00.00 0 1 0.07 30.51 -2.86 20.78 00.00 120 la -2.44 30.51 1.49 20.78 00.00 240 1 b 3.35 40.75 1.93 (0.9-0.2Sds)*DL+E 300 deg M1 20.78 00.00 0 1 0.33 46.65 -4.54 20.78 00.00 120 la -0.43 8.47 0.25 20.78 00.00 240 1 b 4.10 46.65 1.99 (0.9-0.2Sds)*DL+E 300 deg M2 20.78 00.00 0 1 0.07 37.33 -3.53 20.78 00.00 120 la -2.18 27.10 1.26 20.78 00.00 240 1 b 3.09 37.33 1.70 (0.9-0.2Sds)*DL+E 330 deg M1 20.78 00.00 0 1 0.19 55.97 -5.53 20.78 00.00 120 la -0.84 11.88 0.27 20.78 00.00 240 1 b 2.96 33.92 1.27 (0.9-0.2Sds)*DL+E 330 deg M2 20.78 00.00 0 1 0.04 39.83 -3.77 20.78 00.00 120 la -2.28 28.01 1.27 20.78 00.00 240 1 b 2.81 33.92 1.52 1.013+ 1.OW Service Normal 20.78 00.00 0 1 0.00 181.03 -21.05 Page 23 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless 20.78 00.00 120 la 3.09 -30.71 -4.93 20.78 00.00 240 1 b -3.09 -30.71 -4.93 1.013+ 1.OW Service 60 deg 20.78 00.00 0 1 -2.48 105.67 -11.68 20.78 00.00 120 la -11.35 105.67 3.69 20.78 00.00 240 1 b -10.90 -91.73 -6.29 1.013+ 1.OW Service 90 deg 20.78 00.00 0 1 -2.94 39.87 -3.60 20.78 00.00 120 la -16.20 155.91 7.67 20.78 00.00 240 1 b -10.01 -76.17 -4.07 1.013+ 1.OW Service 120 deg 20.78 00.00 0 1 -2.73 -30.71 5.14 20.78 00.00 120 la -18.23 181.03 10.53 20.78 00.00 240 1 b -5.82 -30.71 -0.21 1.013+ 1.OW Service 180 deg 20.78 00.00 0 1 0.00 -91.73 12.59 20.78 00.00 120 la -8.87 105.67 7.99 20.78 00.00 240 1 b 8.87 105.67 7.99 1.013+ 1.OW Service 210 deg 20.78 00.00 0 1 1.48 -76.17 10.70 20.78 00.00 120 la -1.65 39.87 4.35 20.78 00.00 240 1 b 14.74 155.91 10.20 1.013+ 1.OW Service 240 deg 20.78 00.00 0 1 2.73 -30.71 5.14 20.78 00.00 120 la 5.82 -30.71 -0.21 20.78 00.00 240 1 b 18.23 181.02 10.53 1.013+ 1.OW Service 300 deg 20.78 00.00 0 1 2.48 105.67 -11.68 20.78 00.00 120 la 10.90 -91.73 -6.29 20.78 00.00 240 1 b 11.35 105.67 3.69 1.013+ 1.OW Service 330 deg 20.78 00.00 0 1 1.46 155.91 -17.87 20.78 00.00 120 la 8.53 -76.17 -6.63 20.78 00.00 240 1 b 4.59 39.87 -0.75 Max Uplift: 793.12(kip) Moment Ice: 1,164.43 (kip-ft) Moment: 27,775.39 (kip-ft) 1.2D+1.6W Normal Max Down: 938.74(kip) Total Down Ice: 143.53 (kip) Total Down: 143.53 (kip) Max Shear: 114.10(kip) Total Shear Ice: 8.31 (kip) Total Shear: 195.89 (kip) Page 24 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Deflections and Rotations Elevation Deflection Twist Sway Resultant Load Case (ft) (ft) (deg) (deg) (deg) 120 mph Normal with No Ice 100.00 0.349 0.0197 0.3903 0.3903 120 mph Normal with No Ice 106.67 0.397 0.0217 0.4258 0.4258 120 mph Normal with No Ice 113.33 0.447 0.0229 0.4437 0.4443 120 mph Normal with No Ice 120.00 0.500 0.0241 0.4697 0.4704 120 mph Normal with No Ice 133.33 0.617 0.0264 0.5169 0.5176 120 mph Normal with No Ice 180.00 1.097 0.0334 0.6790 0.6790 120 mph Normal with No Ice 193.33 1.265 0.0369 0.7517 0.7526 120 mph Normal with No Ice 275.00 2.690 0.0326 1.3199 1.3203 120 mph Normal with No Ice 295.00 3.169 0.0265 1.4011 1.4013 120 mph 60 degree with No Ice 100.00 0.325 -0.0184 0.3640 0.3640 120 mph 60 degree with No Ice 106.67 0.370 -0.0203 0.3977 0.3977 120 mph 60 degree with No Ice 113.33 0.418 -0.0213 0.4146 0.4152 120 mph 60 degree with No Ice 120.00 0.467 -0.0224 0.4392 0.4398 120 mph 60 degree with No Ice 133.33 0.576 -0.0245 0.4837 0.4843 120 mph 60 degree with No Ice 180.00 1.027 -0.0310 0.6377 0.6377 120 mph 60 degree with No Ice 193.33 1.185 0.0342 0.7064 0.7073 120 mph 60 degree with No Ice 275.00 2.530 0.0256 1.2537 1.2540 120 mph 60 degree with No Ice 295.00 2.984 0.0189 1.3325 1.3326 120 mph 90 degree with No Ice 100.00 0.331 -0.0217 0.3696 0.3697 120 mph 90 degree with No Ice 106.67 0.377 -0.0238 0.4043 0.4045 120 mph 90 degree with No Ice 113.33 0.425 -0.0251 0.4237 0.4245 120 mph 90 degree with No Ice 120.00 0.475 -0.0264 0.4470 0.4478 120 mph 90 degree with No Ice 133.33 0.586 -0.0289 0.4923 0.4931 120 mph 90 degree with No Ice 180.00 1.044 -0.0366 0.6472 0.6475 120 mph 90 degree with No Ice 193.33 1.205 -0.0404 0.7188 0.7199 120 mph 90 degree with No Ice 275.00 2.570 -0.0325 1.2711 1.2715 120 mph 90 degree with No Ice 295.00 3.031 -0.0251 1.3533 1.3535 120 mph 120 degree with No Ice 100.00 0.349 -0.0197 0.3903 0.3903 120 mph 120 degree with No Ice 106.67 0.397 -0.0217 0.4258 0.4258 120 mph 120 degree with No Ice 113.33 0.447 -0.0229 0.4437 0.4443 120 mph 120 degree with No Ice 120.00 0.500 -0.0241 0.4697 0.4704 120 mph 120 degree with No Ice 133.33 0.617 -0.0264 0.5169 0.5176 120 mph 120 degree with No Ice 180.00 1.097 -0.0334 0.6790 0.6790 120 mph 120 degree with No Ice 193.33 1.265 0.0369 0.7517 0.7526 120 mph 120 degree with No Ice 275.00 2.690 0.0326 1.3199 1.3203 120 mph 120 degree with No Ice 295.00 3.169 0.0265 1.4010 1.4013 120 mph 180 degree with No Ice 100.00 0.325 0.0184 0.3640 0.3640 120 mph 180 degree with No Ice 106.67 0.370 0.0203 0.3977 0.3977 120 mph 180 degree with No Ice 113.33 0.418 0.0213 0.4146 0.4152 120 mph 180 degree with No Ice 120.00 0.467 0.0224 0.4392 0.4398 120 mph 180 degree with No Ice 133.33 0.576 0.0245 0.4837 0.4843 120 mph 180 degree with No Ice 180.00 1.027 0.0310 0.6377 0.6377 120 mph 180 degree with No Ice 193.33 1.185 0.0342 0.7064 0.7073 120 mph 180 degree with No Ice 275.00 2.530 0.0255 1.2538 1.2540 120 mph 180 degree with No Ice 295.00 2.984 0.0188 1.3325 1.3327 120 mph 210 degree with No Ice 100.00 0.331 0.0108 0.3696 0.3697 120 mph 210 degree with No Ice 106.67 0.377 0.0119 0.4043 0.4045 120 mph 210 degree with No Ice 113.33 0.425 0.0126 0.4237 0.4245 120 mph 210 degree with No Ice 120.00 0.475 0.0132 0.4470 0.4478 120 mph 210 degree with No Ice 133.33 0.586 0.0145 0.4923 0.4931 120 mph 210 degree with No Ice 180.00 1.044 0.0184 0.6472 0.6475 120 mph 210 degree with No Ice 193.33 1.205 0.0203 0.7188 0.7199 120 mph 210 degree with No Ice 275.00 2.570 0.0179 1.2711 1.2715 120 mph 210 degree with No Ice 295.00 3.031 0.0146 1.3532 1.3534 120 mph 240 degree with No Ice 100.00 0.349 0.0197 0.3903 0.3903 Page 25 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless 120 mph 240 degree with No Ice 106.67 0.397 0.0217 0.4258 0.4258 120 mph 240 degree with No Ice 113.33 0.447 0.0229 0.4437 0.4443 120 mph 240 degree with No Ice 120.00 0.500 0.0241 0.4697 0.4704 120 mph 240 degree with No Ice 133.33 0.617 0.0264 0.5169 0.5176 120 mph 240 degree with No Ice 180.00 1.097 0.0334 0.6790 0.6790 120 mph 240 degree with No Ice 193.33 1.265 0.0369 0.7517 0.7526 120 mph 240 degree with No Ice 275.00 2.690 0.0326 1.3199 1.3203 120 mph 240 degree with No Ice 295.00 3.169 0.0265 1.4010 1.4013 120 mph 300 degree with No Ice 100.00 0.325 0.0184 0.3640 0.3640 120 mph 300 degree with No Ice 106.67 0.370 0.0203 0.3977 0.3977 120 mph 300 degree with No Ice 113.33 0.418 0.0213 0.4146 0.4152 120 mph 300 degree with No Ice 120.00 0.467 0.0224 0.4392 0.4398 120 mph 300 degree with No Ice 133.33 0.576 0.0245 0.4837 0.4843 120 mph 300 degree with No Ice 180.00 1.027 0.0310 0.6377 0.6377 120 mph 300 degree with No Ice 193.33 1.185 0.0342 0.7064 0.7073 120 mph 300 degree with No Ice 275.00 2.530 0.0255 1.2537 1.2540 120 mph 300 degree with No Ice 295.00 2.984 0.0188 1.3325 1.3326 120 mph 330 degree with No Ice 100.00 0.331 0.0109 0.3696 0.3697 120 mph 330 degree with No Ice 106.67 0.377 0.0119 0.4043 0.4045 120 mph 330 degree with No Ice 113.33 0.425 0.0126 0.4237 0.4245 120 mph 330 degree with No Ice 120.00 0.475 0.0132 0.4470 0.4478 120 mph 330 degree with No Ice 133.33 0.586 0.0145 0.4923 0.4931 120 mph 330 degree with No Ice 180.00 1.044 0.0184 0.6472 0.6475 120 mph 330 degree with No Ice 193.33 1.205 0.0203 0.7188 0.7199 120 mph 330 degree with No Ice 275.00 2.570 0.0179 1.2711 1.2715 120 mph 330 degree with No Ice 295.00 3.031 0.0145 1.3532 1.3534 120 mph Normal with No Ice(Reduced DL) 100.00 0.349 0.0197 0.3898 0.3898 120 mph Normal with No Ice(Reduced DL) 106.67 0.397 0.0217 0.4253 0.4253 120 mph Normal with No Ice(Reduced DL) 113.33 0.447 0.0229 0.4431 0.4437 120 mph Normal with No Ice(Reduced DL) 120.00 0.500 0.0241 0.4692 0.4698 120 mph Normal with No Ice(Reduced DL) 133.33 0.616 0.0264 0.5163 0.5169 120 mph Normal with No Ice(Reduced DL) 180.00 1.096 0.0333 0.6781 0.6781 120 mph Normal with No Ice(Reduced DL) 193.33 1.264 0.0368 0.7507 0.7516 120 mph Normal with No Ice(Reduced DL) 275.00 2.686 0.0325 1.3177 1.3181 120 mph Normal with No Ice(Reduced DL) 295.00 3.164 0.0265 1.3988 1.3990 120 mph 60 deg with No Ice(Reduced DL) 100.00 0.325 -0.0184 0.3636 0.3636 120 mph 60 deg with No Ice(Reduced DL) 106.67 0.370 -0.0203 0.3973 0.3973 120 mph 60 deg with No Ice(Reduced DL) 113.33 0.417 -0.0213 0.4142 0.4147 120 mph 60 deg with No Ice(Reduced DL) 120.00 0.467 -0.0224 0.4387 0.4393 120 mph 60 deg with No Ice(Reduced DL) 133.33 0.575 -0.0245 0.4831 0.4838 120 mph 60 deg with No Ice(Reduced DL) 180.00 1.026 -0.0310 0.6369 0.6369 120 mph 60 deg with No Ice(Reduced DL) 193.33 1.183 0.0342 0.7055 0.7064 120 mph 60 deg with No Ice(Reduced DL) 275.00 2.527 0.0256 1.2518 1.2521 120 mph 60 deg with No Ice(Reduced DL) 295.00 2.980 0.0189 1.3304 1.3305 120 mph 90 deg with No Ice(Reduced DL) 100.00 0.331 -0.0216 0.3692 0.3693 120 mph 90 deg with No Ice(Reduced DL) 106.67 0.376 -0.0238 0.4039 0.4040 120 mph 90 deg with No Ice(Reduced DL) 113.33 0.425 -0.0250 0.4233 0.4240 120 mph 90 deg with No Ice(Reduced DL) 120.00 0.475 -0.0263 0.4465 0.4472 120 mph 90 deg with No Ice(Reduced DL) 133.33 0.585 -0.0289 0.4917 0.4925 120 mph 90 deg with No Ice(Reduced DL) 180.00 1.043 -0.0365 0.6464 0.6467 120 mph 90 deg with No Ice(Reduced DL) 193.33 1.203 -0.0403 0.7178 0.7189 120 mph 90 deg with No Ice(Reduced DL) 275.00 2.567 -0.0325 1.2691 1.2695 120 mph 90 deg with No Ice(Reduced DL) 295.00 3.027 -0.0251 1.3511 1.3513 120 mph 120 deg with No Ice(Reduced DL) 100.00 0.349 -0.0197 0.3898 0.3898 120 mph 120 deg with No Ice(Reduced DL) 106.67 0.397 -0.0217 0.4253 0.4253 120 mph 120 deg with No Ice(Reduced DL) 113.33 0.447 -0.0229 0.4431 0.4437 120 mph 120 deg with No Ice(Reduced DL) 120.00 0.500 -0.0241 0.4692 0.4698 120 mph 120 deg with No Ice(Reduced DL) 133.33 0.616 -0.0264 0.5163 0.5170 120 mph 120 deg with No Ice(Reduced DL) 180.00 1.096 -0.0334 0.6781 0.6781 120 mph 120 deg with No Ice(Reduced DL) 193.33 1.264 0.0368 0.7506 0.7516 120 mph 120 deg with No Ice(Reduced DL) 275.00 2.686 0.0326 1.3177 1.3181 120 mph 120 deg with No Ice(Reduced DL) 295.00 3.164 0.0265 1.3988 1.3990 Page 26 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless 120 mph 180 deg with No Ice(Reduced DL) 100.00 0.325 0.0184 0.3636 0.3636 120 mph 180 deg with No Ice(Reduced DL) 106.67 0.370 0.0202 0.3973 0.3973 120 mph 180 deg with No Ice(Reduced DL) 113.33 0.417 0.0212 0.4142 0.4147 120 mph 180 deg with No Ice(Reduced DL) 120.00 0.467 0.0224 0.4387 0.4393 120 mph 180 deg with No Ice(Reduced DL) 133.33 0.575 0.0245 0.4831 0.4838 120 mph 180 deg with No Ice(Reduced DL) 180.00 1.026 0.0310 0.6369 0.6369 120 mph 180 deg with No Ice(Reduced DL) 193.33 1.183 0.0342 0.7055 0.7064 120 mph 180 deg with No Ice(Reduced DL) 275.00 2.527 0.0255 1.2518 1.2521 120 mph 180 deg with No Ice(Reduced DL) 295.00 2.980 0.0189 1.3304 1.3305 120 mph 210 deg with No Ice(Reduced DL) 100.00 0.331 0.0108 0.3691 0.3693 120 mph 210 deg with No Ice(Reduced DL) 106.67 0.376 0.0119 0.4039 0.4040 120 mph 210 deg with No Ice(Reduced DL) 113.33 0.425 0.0126 0.4233 0.4240 120 mph 210 deg with No Ice(Reduced DL) 120.00 0.475 0.0132 0.4465 0.4472 120 mph 210 deg with No Ice(Reduced DL) 133.33 0.585 0.0145 0.4917 0.4925 120 mph 210 deg with No Ice(Reduced DL) 180.00 1.043 0.0183 0.6464 0.6467 120 mph 210 deg with No Ice(Reduced DL) 193.33 1.203 0.0203 0.7178 0.7189 120 mph 210 deg with No Ice(Reduced DL) 275.00 2.567 0.0179 1.2691 1.2695 120 mph 210 deg with No Ice(Reduced DL) 295.00 3.027 0.0145 1.3510 1.3513 120 mph 240 deg with No Ice(Reduced DL) 100.00 0.349 0.0197 0.3898 0.3898 120 mph 240 deg with No Ice(Reduced DL) 106.67 0.397 0.0217 0.4253 0.4253 120 mph 240 deg with No Ice(Reduced DL) 113.33 0.447 0.0229 0.4431 0.4437 120 mph 240 deg with No Ice(Reduced DL) 120.00 0.500 0.0241 0.4692 0.4698 120 mph 240 deg with No Ice(Reduced DL) 133.33 0.616 0.0264 0.5163 0.5170 120 mph 240 deg with No Ice(Reduced DL) 180.00 1.096 0.0334 0.6781 0.6781 120 mph 240 deg with No Ice(Reduced DL) 193.33 1.264 0.0368 0.7506 0.7516 120 mph 240 deg with No Ice(Reduced DL) 275.00 2.686 0.0325 1.3177 1.3181 120 mph 240 deg with No Ice(Reduced DL) 295.00 3.164 0.0265 1.3988 1.3990 120 mph 300 deg with No Ice(Reduced DL) 100.00 0.325 0.0184 0.3636 0.3636 120 mph 300 deg with No Ice(Reduced DL) 106.67 0.370 0.0203 0.3973 0.3973 120 mph 300 deg with No Ice(Reduced DL) 113.33 0.417 0.0213 0.4142 0.4147 120 mph 300 deg with No Ice(Reduced DL) 120.00 0.467 0.0224 0.4387 0.4393 120 mph 300 deg with No Ice(Reduced DL) 133.33 0.575 0.0245 0.4831 0.4838 120 mph 300 deg with No Ice(Reduced DL) 180.00 1.026 0.0310 0.6369 0.6369 120 mph 300 deg with No Ice(Reduced DL) 193.33 1.183 0.0342 0.7055 0.7064 120 mph 300 deg with No Ice(Reduced DL) 275.00 2.527 0.0255 1.2518 1.2521 120 mph 300 deg with No Ice(Reduced DL) 295.00 2.980 0.0189 1.3304 1.3305 120 mph 330 deg with No Ice(Reduced DL) 100.00 0.331 0.0108 0.3692 0.3693 120 mph 330 deg with No Ice(Reduced DL) 106.67 0.376 0.0119 0.4038 0.4040 120 mph 330 deg with No Ice(Reduced DL) 113.33 0.425 0.0126 0.4233 0.4240 120 mph 330 deg with No Ice(Reduced DL) 120.00 0.475 0.0132 0.4465 0.4472 120 mph 330 deg with No Ice(Reduced DL) 133.33 0.585 0.0145 0.4917 0.4925 120 mph 330 deg with No Ice(Reduced DL) 180.00 1.043 0.0183 0.6464 0.6467 120 mph 330 deg with No Ice(Reduced DL) 193.33 1.203 0.0203 0.7178 0.7189 120 mph 330 deg with No Ice(Reduced DL) 275.00 2.567 0.0179 1.2691 1.2695 120 mph 330 deg with No Ice(Reduced DL) 295.00 3.027 0.0145 1.3510 1.3513 30 mph Normal with 0.00 in Radial Ice 100.00 0.016 0.0008 0.0163 0.0163 30 mph Normal with 0.00 in Radial Ice 106.67 0.018 0.0009 0.0178 0.0178 30 mph Normal with 0.00 in Radial Ice 113.33 0.020 0.0010 0.0186 0.0187 30 mph Normal with 0.00 in Radial Ice 120.00 0.022 0.0010 0.0196 0.0196 30 mph Normal with 0.00 in Radial Ice 133.33 0.027 0.0011 0.0215 0.0216 30 mph Normal with 0.00 in Radial Ice 180.00 0.047 0.0014 0.0281 0.0281 30 mph Normal with 0.00 in Radial Ice 193.33 0.053 0.0015 0.0311 0.0311 30 mph Normal with 0.00 in Radial Ice 275.00 0.111 0.0012 0.0532 0.0532 30 mph Normal with 0.00 in Radial Ice 295.00 0.130 0.0009 0.0560 0.0560 30 mph 60 deg with 0.00 in Radial Ice 100.00 0.016 -0.0008 0.0152 0.0152 30 mph 60 deg with 0.00 in Radial Ice 106.67 0.018 -0.0009 0.0166 0.0166 30 mph 60 deg with 0.00 in Radial Ice 113.33 0.020 -0.0009 0.0175 0.0175 30 mph 60 deg with 0.00 in Radial Ice 120.00 0.022 -0.0009 0.0185 0.0185 30 mph 60 deg with 0.00 in Radial Ice 133.33 0.026 -0.0010 0.0203 0.0203 30 mph 60 deg with 0.00 in Radial Ice 180.00 0.045 -0.0013 0.0264 0.0264 30 mph 60 deg with 0.00 in Radial Ice 193.33 0.051 -0.0014 0.0294 0.0294 30 mph 60 deg with 0.00 in Radial Ice 275.00 0.105 -0.0011 0.0508 0.0508 Page 27 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless 30 mph 60 deg with 0.00 in Radial Ice 295.00 0.123 -0.0008 0.0533 0.0533 30 mph 90 deg with 0.00 in Radial Ice 100.00 0.016 -0.0009 0.0155 0.0155 30 mph 90 deg with 0.00 in Radial Ice 106.67 0.018 -0.0010 0.0169 0.0169 30 mph 90 deg with 0.00 in Radial Ice 113.33 0.020 -0.0011 0.0178 0.0178 30 mph 90 deg with 0.00 in Radial Ice 120.00 0.022 -0.0011 0.0187 0.0187 30 mph 90 deg with 0.00 in Radial Ice 133.33 0.027 -0.0012 0.0206 0.0206 30 mph 90 deg with 0.00 in Radial Ice 180.00 0.045 -0.0015 0.0268 0.0268 30 mph 90 deg with 0.00 in Radial Ice 193.33 0.052 -0.0017 0.0298 0.0298 30 mph 90 deg with 0.00 in Radial Ice 275.00 0.106 -0.0013 0.0514 0.0514 30 mph 90 deg with 0.00 in Radial Ice 295.00 0.125 -0.0009 0.0541 0.0541 30 mph 120 deg with 0.00 in Radial Ice 100.00 0.016 -0.0008 0.0163 0.0163 30 mph 120 deg with 0.00 in Radial Ice 106.67 0.018 -0.0009 0.0178 0.0178 30 mph 120 deg with 0.00 in Radial Ice 113.33 0.020 -0.0010 0.0186 0.0187 30 mph 120 deg with 0.00 in Radial Ice 120.00 0.022 -0.0010 0.0196 0.0196 30 mph 120 deg with 0.00 in Radial Ice 133.33 0.027 -0.0011 0.0215 0.0216 30 mph 120 deg with 0.00 in Radial Ice 180.00 0.047 0.0014 0.0281 0.0281 30 mph 120 deg with 0.00 in Radial Ice 193.33 0.053 0.0015 0.0311 0.0311 30 mph 120 deg with 0.00 in Radial Ice 275.00 0.111 0.0012 0.0532 0.0532 30 mph 120 deg with 0.00 in Radial Ice 295.00 0.130 0.0009 0.0560 0.0560 30 mph 180 deg with 0.00 in Radial Ice 100.00 0.016 0.0008 0.0152 0.0152 30 mph 180 deg with 0.00 in Radial Ice 106.67 0.018 0.0009 0.0166 0.0166 30 mph 180 deg with 0.00 in Radial Ice 113.33 0.020 0.0009 0.0175 0.0175 30 mph 180 deg with 0.00 in Radial Ice 120.00 0.022 0.0009 0.0185 0.0185 30 mph 180 deg with 0.00 in Radial Ice 133.33 0.026 0.0010 0.0203 0.0203 30 mph 180 deg with 0.00 in Radial Ice 180.00 0.045 0.0013 0.0264 0.0264 30 mph 180 deg with 0.00 in Radial Ice 193.33 0.051 0.0014 0.0294 0.0294 30 mph 180 deg with 0.00 in Radial Ice 275.00 0.105 0.0011 0.0508 0.0508 30 mph 180 deg with 0.00 in Radial Ice 295.00 0.123 0.0008 0.0533 0.0533 30 mph 210 deg with 0.00 in Radial Ice 100.00 0.016 0.0005 0.0155 0.0155 30 mph 210 deg with 0.00 in Radial Ice 106.67 0.018 0.0005 0.0169 0.0169 30 mph 210 deg with 0.00 in Radial Ice 113.33 0.020 0.0005 0.0178 0.0178 30 mph 210 deg with 0.00 in Radial Ice 120.00 0.022 0.0006 0.0187 0.0187 30 mph 210 deg with 0.00 in Radial Ice 133.33 0.027 0.0006 0.0206 0.0206 30 mph 210 deg with 0.00 in Radial Ice 180.00 0.045 0.0008 0.0268 0.0268 30 mph 210 deg with 0.00 in Radial Ice 193.33 0.052 0.0008 0.0298 0.0298 30 mph 210 deg with 0.00 in Radial Ice 275.00 0.106 0.0006 0.0514 0.0514 30 mph 210 deg with 0.00 in Radial Ice 295.00 0.125 0.0005 0.0541 0.0541 30 mph 240 deg with 0.00 in Radial Ice 100.00 0.016 0.0008 0.0163 0.0163 30 mph 240 deg with 0.00 in Radial Ice 106.67 0.018 0.0009 0.0178 0.0178 30 mph 240 deg with 0.00 in Radial Ice 113.33 0.020 0.0010 0.0186 0.0187 30 mph 240 deg with 0.00 in Radial Ice 120.00 0.022 0.0010 0.0196 0.0196 30 mph 240 deg with 0.00 in Radial Ice 133.33 0.027 0.0011 0.0215 0.0216 30 mph 240 deg with 0.00 in Radial Ice 180.00 0.047 0.0014 0.0281 0.0281 30 mph 240 deg with 0.00 in Radial Ice 193.33 0.053 0.0015 0.0311 0.0311 30 mph 240 deg with 0.00 in Radial Ice 275.00 0.111 0.0012 0.0532 0.0532 30 mph 240 deg with 0.00 in Radial Ice 295.00 0.130 0.0009 0.0560 0.0560 30 mph 300 deg with 0.00 in Radial Ice 100.00 0.016 0.0008 0.0152 0.0152 30 mph 300 deg with 0.00 in Radial Ice 106.67 0.018 0.0009 0.0166 0.0166 30 mph 300 deg with 0.00 in Radial Ice 113.33 0.020 0.0009 0.0175 0.0175 30 mph 300 deg with 0.00 in Radial Ice 120.00 0.022 0.0009 0.0185 0.0185 30 mph 300 deg with 0.00 in Radial Ice 133.33 0.026 0.0010 0.0203 0.0203 30 mph 300 deg with 0.00 in Radial Ice 180.00 0.045 0.0013 0.0264 0.0264 30 mph 300 deg with 0.00 in Radial Ice 193.33 0.051 0.0014 0.0294 0.0294 30 mph 300 deg with 0.00 in Radial Ice 275.00 0.105 0.0011 0.0508 0.0508 30 mph 300 deg with 0.00 in Radial Ice 295.00 0.123 0.0008 0.0533 0.0533 30 mph 330 deg with 0.00 in Radial Ice 100.00 0.016 0.0005 0.0155 0.0155 30 mph 330 deg with 0.00 in Radial Ice 106.67 0.018 0.0005 0.0169 0.0169 30 mph 330 deg with 0.00 in Radial Ice 113.33 0.020 0.0005 0.0178 0.0178 30 mph 330 deg with 0.00 in Radial Ice 120.00 0.022 0.0006 0.0187 0.0187 30 mph 330 deg with 0.00 in Radial Ice 133.33 0.027 0.0006 0.0206 0.0206 30 mph 330 deg with 0.00 in Radial Ice 180.00 0.045 0.0008 0.0268 0.0268 30 mph 330 deg with 0.00 in Radial Ice 193.33 0.052 0.0008 0.0298 0.0298 Page 28 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless 30 mph 330 deg with 0.00 in Radial Ice 275.00 0.106 0.0006 0.0514 0.0514 30 mph 330 deg with 0.00 in Radial Ice 295.00 0.125 0.0005 0.0541 0.0541 Seismic Normal M1 100.00 0.010 0.0006 0.0121 0.0121 Seismic Normal M1 106.67 0.012 0.0007 0.0133 0.0133 Seismic Normal M1 113.33 0.013 0.0007 0.0141 0.0142 Seismic Normal M1 120.00 0.015 0.0008 0.0150 0.0150 Seismic Normal M1 133.33 0.018 0.0009 0.0167 0.0167 Seismic Normal M1 180.00 0.034 0.0011 0.0219 0.0219 Seismic Normal M1 193.33 0.039 0.0013 0.0244 0.0245 Seismic Normal M1 275.00 0.086 0.0021 0.0431 0.0431 Seismic Normal M1 295.00 0.101 0.0019 0.0458 0.0458 Seismic Normal M2 100.00 0.003 0.0002 0.0034 0.0034 Seismic Normal M2 106.67 0.003 0.0002 0.0038 0.0038 Seismic Normal M2 113.33 0.004 0.0002 0.0042 0.0042 Seismic Normal M2 120.00 0.004 0.0002 0.0043 0.0043 Seismic Normal M2 133.33 0.005 0.0003 0.0049 0.0049 Seismic Normal M2 180.00 0.010 0.0003 0.0068 0.0068 Seismic Normal M2 193.33 0.011 0.0004 0.0078 0.0078 Seismic Normal M2 275.00 0.027 0.0007 0.0162 0.0162 Seismic Normal M2 295.00 0.033 0.0006 0.0177 0.0177 Seismic 60 deg M1 100.00 0.010 0.0006 0.0118 0.0118 Seismic 60 deg M1 106.67 0.011 0.0007 0.0132 0.0132 Seismic 60 deg M1 113.33 0.013 -0.0007 0.0140 0.0140 Seismic 60 deg M1 120.00 0.015 0.0008 0.0149 0.0149 Seismic 60 deg M1 133.33 0.018 0.0009 0.0166 0.0166 Seismic 60 deg M1 180.00 0.034 0.0011 0.0217 0.0217 Seismic 60 deg M1 193.33 0.039 0.0013 0.0242 0.0242 Seismic 60 deg M1 275.00 0.085 -0.0019 0.0427 0.0427 Seismic 60 deg M1 295.00 0.100 -0.0017 0.0449 0.0450 Seismic 60 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic 60 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic 60 deg M2 113.33 0.003 0.0002 0.0042 0.0042 Seismic 60 deg M2 120.00 0.004 0.0002 0.0043 0.0043 Seismic 60 deg M2 133.33 0.005 0.0002 0.0048 0.0048 Seismic 60 deg M2 180.00 0.009 0.0003 0.0066 0.0066 Seismic 60 deg M2 193.33 0.011 0.0004 0.0077 0.0077 Seismic 60 deg M2 275.00 0.027 -0.0006 0.0158 0.0158 Seismic 60 deg M2 295.00 0.032 -0.0005 0.0169 0.0169 Seismic 90 deg M1 100.00 0.010 -0.0007 0.0120 0.0121 Seismic 90 deg M1 106.67 0.012 -0.0008 0.0133 0.0133 Seismic 90 deg M1 113.33 0.013 -0.0009 0.0142 0.0142 Seismic 90 deg M1 120.00 0.015 -0.0009 0.0150 0.0150 Seismic 90 deg M1 133.33 0.018 -0.0010 0.0167 0.0167 Seismic 90 deg M1 180.00 0.034 -0.0013 0.0219 0.0219 Seismic 90 deg M1 193.33 0.039 -0.0015 0.0245 0.0245 Seismic 90 deg M1 275.00 0.086 -0.0024 0.0432 0.0432 Seismic 90 deg M1 295.00 0.101 -0.0022 0.0457 0.0458 Seismic 90 deg M2 100.00 0.003 -0.0002 0.0034 0.0034 Seismic 90 deg M2 106.67 0.003 -0.0002 0.0038 0.0038 Seismic 90 deg M2 113.33 0.004 -0.0002 0.0042 0.0042 Seismic 90 deg M2 120.00 0.004 -0.0003 0.0044 0.0044 Seismic 90 deg M2 133.33 0.005 -0.0003 0.0049 0.0049 Seismic 90 deg M2 180.00 0.010 -0.0004 0.0068 0.0068 Seismic 90 deg M2 193.33 0.011 -0.0005 0.0079 0.0079 Seismic 90 deg M2 275.00 0.027 -0.0008 0.0163 0.0163 Seismic 90 deg M2 295.00 0.033 -0.0007 0.0176 0.0176 Seismic 120 deg M1 100.00 0.010 -0.0006 0.0120 0.0120 Seismic 120 deg M1 106.67 0.011 -0.0007 0.0132 0.0132 Seismic 120 deg M1 113.33 0.013 -0.0007 0.0140 0.0141 Seismic 120 deg M1 120.00 0.015 -0.0008 0.0149 0.0149 Seismic 120 deg M1 133.33 0.018 -0.0009 0.0165 0.0166 Seismic 120 deg M1 180.00 0.034 -0.0011 0.0217 0.0217 Page 29 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Seismic 120 deg M1 193.33 0.039 -0.0013 0.0242 0.0242 Seismic 120 deg M1 275.00 0.085 -0.0019 0.0426 0.0426 Seismic 120 deg M1 295.00 0.100 -0.0017 0.0453 0.0453 Seismic 120 deg M2 100.00 0.003 -0.0002 0.0034 0.0034 Seismic 120 deg M2 106.67 0.003 -0.0002 0.0037 0.0037 Seismic 120 deg M2 113.33 0.003 -0.0002 0.0041 0.0041 Seismic 120 deg M2 120.00 0.004 -0.0002 0.0042 0.0042 Seismic 120 deg M2 133.33 0.005 -0.0002 0.0048 0.0048 Seismic 120 deg M2 180.00 0.010 -0.0003 0.0066 0.0066 Seismic 120 deg M2 193.33 0.011 -0.0004 0.0076 0.0076 Seismic 120 deg M2 275.00 0.027 -0.0006 0.0157 0.0157 Seismic 120 deg M2 295.00 0.032 -0.0005 0.0171 0.0171 Seismic 180 deg M1 100.00 0.010 0.0006 0.0119 0.0119 Seismic 180 deg M1 106.67 0.011 0.0007 0.0133 0.0133 Seismic 180 deg M1 113.33 0.013 0.0007 0.0141 0.0141 Seismic 180 deg M1 120.00 0.015 0.0008 0.0150 0.0150 Seismic 180 deg M1 133.33 0.018 0.0009 0.0167 0.0167 Seismic 180 deg M1 180.00 0.034 0.0011 0.0219 0.0219 Seismic 180 deg M1 193.33 0.039 0.0013 0.0245 0.0245 Seismic 180 deg M1 275.00 0.086 0.0021 0.0432 0.0432 Seismic 180 deg M1 295.00 0.101 0.0019 0.0455 0.0456 Seismic 180 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic 180 deg M2 106.67 0.003 0.0002 0.0037 0.0038 Seismic 180 deg M2 113.33 0.004 0.0002 0.0043 0.0043 Seismic 180 deg M2 120.00 0.004 0.0002 0.0044 0.0044 Seismic 180 deg M2 133.33 0.005 0.0003 0.0049 0.0049 Seismic 180 deg M2 180.00 0.010 0.0003 0.0068 0.0068 Seismic 180 deg M2 193.33 0.011 0.0004 0.0079 0.0079 Seismic 180 deg M2 275.00 0.027 0.0007 0.0163 0.0163 Seismic 180 deg M2 295.00 0.033 0.0006 0.0174 0.0174 Seismic 210 deg M1 100.00 0.010 0.0004 0.0120 0.0120 Seismic 210 deg M1 106.67 0.011 0.0004 0.0132 0.0132 Seismic 210 deg M1 113.33 0.013 0.0004 0.0140 0.0141 Seismic 210 deg M1 120.00 0.015 0.0005 0.0149 0.0149 Seismic 210 deg M1 133.33 0.018 0.0005 0.0166 0.0166 Seismic 210 deg M1 180.00 0.034 0.0007 0.0217 0.0217 Seismic 210 deg M1 193.33 0.039 0.0007 0.0242 0.0242 Seismic 210 deg M1 275.00 0.085 0.0011 0.0426 0.0427 Seismic 210 deg M1 295.00 0.100 0.0010 0.0452 0.0452 Seismic 210 deg M2 100.00 0.003 0.0001 0.0033 0.0033 Seismic 210 deg M2 106.67 0.003 0.0001 0.0037 0.0037 Seismic 210 deg M2 113.33 0.003 0.0001 0.0041 0.0041 Seismic 210 deg M2 120.00 0.004 0.0001 0.0043 0.0043 Seismic 210 deg M2 133.33 0.005 0.0001 0.0048 0.0048 Seismic 210 deg M2 180.00 0.010 0.0002 0.0066 0.0066 Seismic 210 deg M2 193.33 0.011 0.0002 0.0077 0.0077 Seismic 210 deg M2 275.00 0.027 0.0004 0.0158 0.0158 Seismic 210 deg M2 295.00 0.032 0.0003 0.0171 0.0171 Seismic 240 deg M1 100.00 0.010 0.0006 0.0120 0.0120 Seismic 240 deg M1 106.67 0.011 0.0007 0.0132 0.0132 Seismic 240 deg M1 113.33 0.013 0.0007 0.0140 0.0141 Seismic 240 deg M1 120.00 0.015 0.0008 0.0149 0.0149 Seismic 240 deg M1 133.33 0.018 0.0009 0.0165 0.0166 Seismic 240 deg M1 180.00 0.034 0.0011 0.0217 0.0217 Seismic 240 deg M1 193.33 0.039 0.0013 0.0242 0.0242 Seismic 240 deg M1 275.00 0.085 0.0019 0.0426 0.0426 Seismic 240 deg M1 295.00 0.100 0.0017 0.0453 0.0453 Seismic 240 deg M2 100.00 0.003 0.0002 0.0034 0.0034 Seismic 240 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic 240 deg M2 113.33 0.003 0.0002 0.0041 0.0041 Seismic 240 deg M2 120.00 0.004 0.0002 0.0042 0.0042 Seismic 240 deg M2 133.33 0.005 0.0002 0.0048 0.0048 Page 30 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Seismic 240 deg M2 180.00 0.010 0.0003 0.0066 0.0066 Seismic 240 deg M2 193.33 0.011 0.0004 0.0076 0.0076 Seismic 240 deg M2 275.00 0.027 0.0006 0.0157 0.0157 Seismic 240 deg M2 295.00 0.032 0.0005 0.0171 0.0171 Seismic 300 deg M1 100.00 0.010 0.0006 0.0118 0.0118 Seismic 300 deg M1 106.67 0.011 0.0007 0.0132 0.0132 Seismic 300 deg M1 113.33 0.013 0.0007 0.0140 0.0140 Seismic 300 deg M1 120.00 0.015 0.0008 0.0149 0.0149 Seismic 300 deg M1 133.33 0.018 0.0009 0.0166 0.0166 Seismic 300 deg M1 180.00 0.034 0.0011 0.0217 0.0217 Seismic 300 deg M1 193.33 0.039 0.0013 0.0242 0.0242 Seismic 300 deg M1 275.00 0.085 0.0019 0.0427 0.0427 Seismic 300 deg M1 295.00 0.100 0.0017 0.0449 0.0450 Seismic 300 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic 300 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic 300 deg M2 113.33 0.003 0.0002 0.0042 0.0042 Seismic 300 deg M2 120.00 0.004 0.0002 0.0043 0.0043 Seismic 300 deg M2 133.33 0.005 0.0002 0.0048 0.0048 Seismic 300 deg M2 180.00 0.009 0.0003 0.0066 0.0066 Seismic 300 deg M2 193.33 0.011 0.0004 0.0077 0.0077 Seismic 300 deg M2 275.00 0.027 0.0006 0.0158 0.0158 Seismic 300 deg M2 295.00 0.032 0.0005 0.0169 0.0169 Seismic 330 deg M1 100.00 0.010 0.0004 0.0120 0.0120 Seismic 330 deg M1 106.67 0.011 0.0004 0.0132 0.0132 Seismic 330 deg M1 113.33 0.013 0.0004 0.0140 0.0141 Seismic 330 deg M1 120.00 0.015 0.0005 0.0149 0.0149 Seismic 330 deg M1 133.33 0.018 0.0005 0.0166 0.0166 Seismic 330 deg M1 180.00 0.034 0.0007 0.0217 0.0217 Seismic 330 deg M1 193.33 0.039 0.0007 0.0242 0.0242 Seismic 330 deg M1 275.00 0.085 0.0011 0.0426 0.0427 Seismic 330 deg M1 295.00 0.100 0.0010 0.0452 0.0452 Seismic 330 deg M2 100.00 0.003 0.0001 0.0033 0.0033 Seismic 330 deg M2 106.67 0.003 0.0001 0.0037 0.0037 Seismic 330 deg M2 113.33 0.003 0.0001 0.0041 0.0041 Seismic 330 deg M2 120.00 0.004 0.0001 0.0043 0.0043 Seismic 330 deg M2 133.33 0.005 0.0001 0.0048 0.0048 Seismic 330 deg M2 180.00 0.010 0.0002 0.0066 0.0066 Seismic 330 deg M2 193.33 0.011 0.0002 0.0077 0.0077 Seismic 330 deg M2 275.00 0.027 0.0004 0.0158 0.0158 Seismic 330 deg M2 295.00 0.032 0.0003 0.0171 0.0171 Seismic(Reduced DL) Normal M1 100.00 0.010 0.0006 0.0121 0.0121 Seismic(Reduced DL) Normal M1 106.67 0.011 0.0007 0.0133 0.0133 Seismic(Reduced DL) Normal M1 113.33 0.013 0.0007 0.0141 0.0141 Seismic(Reduced DL) Normal M1 120.00 0.015 0.0008 0.0150 0.0150 Seismic(Reduced DL) Normal M1 133.33 0.018 0.0009 0.0166 0.0167 Seismic(Reduced DL) Normal M1 180.00 0.034 0.0011 0.0219 0.0219 Seismic(Reduced DL) Normal M1 193.33 0.039 0.0013 0.0244 0.0244 Seismic(Reduced DL) Normal M1 275.00 0.086 0.0021 0.0430 0.0430 Seismic(Reduced DL) Normal M1 295.00 0.101 0.0019 0.0457 0.0457 Seismic(Reduced DL) Normal M2 100.00 0.003 0.0002 0.0034 0.0034 Seismic(Reduced DL) Normal M2 106.67 0.003 0.0002 0.0038 0.0038 Seismic(Reduced DL) Normal M2 113.33 0.004 0.0002 0.0041 0.0041 Seismic(Reduced DL) Normal M2 120.00 0.004 0.0002 0.0043 0.0043 Seismic(Reduced DL) Normal M2 133.33 0.005 0.0003 0.0049 0.0049 Seismic(Reduced DL) Normal M2 180.00 0.010 0.0003 0.0068 0.0068 Seismic(Reduced DL) Normal M2 193.33 0.011 0.0004 0.0078 0.0078 Seismic(Reduced DL) Normal M2 275.00 0.027 0.0007 0.0161 0.0161 Seismic(Reduced DL) Normal M2 295.00 0.033 0.0006 0.0175 0.0175 Seismic(Reduced DL)60 deg M1 100.00 0.010 0.0006 0.0119 0.0119 Seismic(Reduced DL)60 deg M1 106.67 0.011 -0.0007 0.0132 0.0132 Seismic(Reduced DL)60 deg M1 113.33 0.013 -0.0007 0.0139 0.0139 Seismic(Reduced DL)60 deg M1 120.00 0.015 -0.0008 0.0149 0.0149 Page 31 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Seismic(Reduced DL)60 deg M1 133.33 0.018 0.0009 0.0165 0.0165 Seismic(Reduced DL)60 deg M1 180.00 0.034 0.0011 0.0217 0.0217 Seismic(Reduced DL)60 deg M1 193.33 0.039 0.0013 0.0241 0.0241 Seismic(Reduced DL)60 deg M1 275.00 0.085 -0.0019 0.0425 0.0425 Seismic(Reduced DL)60 deg M1 295.00 0.100 -0.0017 0.0448 0.0448 Seismic(Reduced DL)60 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic(Reduced DL)60 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic(Reduced DL)60 deg M2 113.33 0.003 0.0002 0.0041 0.0041 Seismic(Reduced DL)60 deg M2 120.00 0.004 0.0002 0.0042 0.0042 Seismic(Reduced DL)60 deg M2 133.33 0.005 0.0002 0.0048 0.0048 Seismic(Reduced DL)60 deg M2 180.00 0.009 0.0003 0.0066 0.0066 Seismic(Reduced DL)60 deg M2 193.33 0.011 0.0004 0.0076 0.0076 Seismic(Reduced DL)60 deg M2 275.00 0.027 -0.0006 0.0157 0.0157 Seismic(Reduced DL)60 deg M2 295.00 0.032 -0.0005 0.0168 0.0168 Seismic(Reduced DL)90 deg M1 100.00 0.010 -0.0007 0.0120 0.0120 Seismic(Reduced DL)90 deg M1 106.67 0.011 -0.0008 0.0133 0.0133 Seismic(Reduced DL)90 deg M1 113.33 0.013 -0.0009 0.0141 0.0141 Seismic(Reduced DL)90 deg M1 120.00 0.015 -0.0009 0.0150 0.0150 Seismic(Reduced DL)90 deg M1 133.33 0.018 -0.0010 0.0167 0.0167 Seismic(Reduced DL)90 deg M1 180.00 0.034 -0.0013 0.0219 0.0219 Seismic(Reduced DL)90 deg M1 193.33 0.039 -0.0015 0.0244 0.0244 Seismic(Reduced DL)90 deg M1 275.00 0.086 -0.0024 0.0430 0.0431 Seismic(Reduced DL)90 deg M1 295.00 0.101 -0.0022 0.0456 0.0456 Seismic(Reduced DL)90 deg M2 100.00 0.003 -0.0002 0.0034 0.0034 Seismic(Reduced DL)90 deg M2 106.67 0.003 -0.0002 0.0038 0.0038 Seismic(Reduced DL)90 deg M2 113.33 0.004 -0.0002 0.0042 0.0042 Seismic(Reduced DL)90 deg M2 120.00 0.004 -0.0003 0.0043 0.0043 Seismic(Reduced DL)90 deg M2 133.33 0.005 -0.0003 0.0049 0.0049 Seismic(Reduced DL)90 deg M2 180.00 0.010 -0.0004 0.0068 0.0068 Seismic(Reduced DL)90 deg M2 193.33 0.011 -0.0005 0.0078 0.0078 Seismic(Reduced DL)90 deg M2 275.00 0.027 -0.0008 0.0162 0.0162 Seismic(Reduced DL)90 deg M2 295.00 0.033 -0.0007 0.0175 0.0175 Seismic(Reduced DL) 120 deg M1 100.00 0.010 -0.0006 0.0120 0.0120 Seismic(Reduced DL) 120 deg M1 106.67 0.011 -0.0007 0.0132 0.0132 Seismic(Reduced DL) 120 deg M1 113.33 0.013 -0.0007 0.0140 0.0140 Seismic(Reduced DL) 120 deg M1 120.00 0.015 -0.0008 0.0149 0.0149 Seismic(Reduced DL) 120 deg M1 133.33 0.018 -0.0009 0.0165 0.0165 Seismic(Reduced DL) 120 deg M1 180.00 0.034 -0.0011 0.0217 0.0217 Seismic(Reduced DL) 120 deg M1 193.33 0.039 -0.0013 0.0241 0.0242 Seismic(Reduced DL) 120 deg M1 275.00 0.085 -0.0019 0.0425 0.0425 Seismic(Reduced DL) 120 deg M1 295.00 0.100 -0.0017 0.0451 0.0451 Seismic(Reduced DL) 120 deg M2 100.00 0.003 -0.0002 0.0033 0.0033 Seismic(Reduced DL) 120 deg M2 106.67 0.003 -0.0002 0.0037 0.0037 Seismic(Reduced DL) 120 deg M2 113.33 0.003 -0.0002 0.0040 0.0040 Seismic(Reduced DL) 120 deg M2 120.00 0.004 -0.0002 0.0042 0.0042 Seismic(Reduced DL) 120 deg M2 133.33 0.005 -0.0002 0.0047 0.0047 Seismic(Reduced DL) 120 deg M2 180.00 0.010 -0.0003 0.0066 0.0066 Seismic(Reduced DL) 120 deg M2 193.33 0.011 -0.0004 0.0076 0.0076 Seismic(Reduced DL) 120 deg M2 275.00 0.027 -0.0006 0.0156 0.0156 Seismic(Reduced DL) 120 deg M2 295.00 0.032 -0.0005 0.0170 0.0170 Seismic(Reduced DL) 180 deg M1 100.00 0.010 0.0006 0.0119 0.0119 Seismic(Reduced DL) 180 deg M1 106.67 0.011 0.0007 0.0133 0.0133 Seismic(Reduced DL) 180 deg M1 113.33 0.013 0.0007 0.0140 0.0140 Seismic(Reduced DL) 180 deg M1 120.00 0.015 0.0008 0.0150 0.0150 Seismic(Reduced DL) 180 deg M1 133.33 0.018 0.0009 0.0167 0.0167 Seismic(Reduced DL) 180 deg M1 180.00 0.034 0.0011 0.0219 0.0219 Seismic(Reduced DL) 180 deg M1 193.33 0.039 0.0013 0.0244 0.0244 Seismic(Reduced DL) 180 deg M1 275.00 0.086 0.0021 0.0430 0.0430 Seismic(Reduced DL) 180 deg M1 295.00 0.101 0.0019 0.0454 0.0454 Seismic(Reduced DL) 180 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic(Reduced DL) 180 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic(Reduced DL) 180 deg M2 113.33 0.004 0.0002 0.0042 0.0042 Page 32 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Seismic(Reduced DL) 180 deg M2 120.00 0.004 0.0002 0.0043 0.0043 Seismic(Reduced DL) 180 deg M2 133.33 0.005 0.0003 0.0049 0.0049 Seismic(Reduced DL) 180 deg M2 180.00 0.010 0.0003 0.0067 0.0068 Seismic(Reduced DL) 180 deg M2 193.33 0.011 0.0004 0.0078 0.0078 Seismic(Reduced DL) 180 deg M2 275.00 0.027 0.0007 0.0162 0.0162 Seismic(Reduced DL) 180 deg M2 295.00 0.033 0.0006 0.0173 0.0173 Seismic(Reduced DL)210 deg M1 100.00 0.010 0.0004 0.0119 0.0119 Seismic(Reduced DL)210 deg M1 106.67 0.011 0.0004 0.0132 0.0132 Seismic(Reduced DL)210 deg M1 113.33 0.013 0.0004 0.0140 0.0140 Seismic(Reduced DL)210 deg M1 120.00 0.015 0.0005 0.0149 0.0149 Seismic(Reduced DL)210 deg M1 133.33 0.018 0.0005 0.0165 0.0165 Seismic(Reduced DL)210 deg M1 180.00 0.034 0.0007 0.0217 0.0217 Seismic(Reduced DL)210 deg M1 193.33 0.039 0.0007 0.0241 0.0242 Seismic(Reduced DL)210 deg M1 275.00 0.085 0.0011 0.0425 0.0425 Seismic(Reduced DL)210 deg M1 295.00 0.100 0.0010 0.0450 0.0450 Seismic(Reduced DL)210 deg M2 100.00 0.003 0.0001 0.0033 0.0033 Seismic(Reduced DL)210 deg M2 106.67 0.003 0.0001 0.0037 0.0037 Seismic(Reduced DL)210 deg M2 113.33 0.003 0.0001 0.0041 0.0041 Seismic(Reduced DL)210 deg M2 120.00 0.004 0.0001 0.0042 0.0042 Seismic(Reduced DL)210 deg M2 133.33 0.005 0.0001 0.0048 0.0048 Seismic(Reduced DL)210 deg M2 180.00 0.010 0.0002 0.0066 0.0066 Seismic(Reduced DL)210 deg M2 193.33 0.011 0.0002 0.0076 0.0076 Seismic(Reduced DL)210 deg M2 275.00 0.027 0.0004 0.0157 0.0157 Seismic(Reduced DL)210 deg M2 295.00 0.032 0.0003 0.0170 0.0170 Seismic(Reduced DL)240 deg M1 100.00 0.010 0.0006 0.0120 0.0120 Seismic(Reduced DL)240 deg M1 106.67 0.011 0.0007 0.0132 0.0132 Seismic(Reduced DL)240 deg M1 113.33 0.013 0.0007 0.0140 0.0140 Seismic(Reduced DL)240 deg M1 120.00 0.015 0.0008 0.0149 0.0149 Seismic(Reduced DL)240 deg M1 133.33 0.018 0.0009 0.0165 0.0165 Seismic(Reduced DL)240 deg M1 180.00 0.034 0.0011 0.0217 0.0217 Seismic(Reduced DL)240 deg M1 193.33 0.039 0.0013 0.0241 0.0242 Seismic(Reduced DL)240 deg M1 275.00 0.085 0.0019 0.0425 0.0425 Seismic(Reduced DL)240 deg M1 295.00 0.100 0.0017 0.0451 0.0451 Seismic(Reduced DL)240 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic(Reduced DL)240 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic(Reduced DL)240 deg M2 113.33 0.003 0.0002 0.0040 0.0040 Seismic(Reduced DL)240 deg M2 120.00 0.004 0.0002 0.0042 0.0042 Seismic(Reduced DL)240 deg M2 133.33 0.005 0.0002 0.0047 0.0047 Seismic(Reduced DL)240 deg M2 180.00 0.010 0.0003 0.0066 0.0066 Seismic(Reduced DL)240 deg M2 193.33 0.011 0.0004 0.0076 0.0076 Seismic(Reduced DL)240 deg M2 275.00 0.027 0.0006 0.0156 0.0156 Seismic(Reduced DL)240 deg M2 295.00 0.032 0.0005 0.0170 0.0170 Seismic(Reduced DL)300 deg M1 100.00 0.010 0.0006 0.0119 0.0119 Seismic(Reduced DL)300 deg M1 106.67 0.011 0.0007 0.0132 0.0132 Seismic(Reduced DL)300 deg M1 113.33 0.013 0.0007 0.0139 0.0139 Seismic(Reduced DL)300 deg M1 120.00 0.015 0.0008 0.0149 0.0149 Seismic(Reduced DL)300 deg M1 133.33 0.018 0.0009 0.0165 0.0165 Seismic(Reduced DL)300 deg M1 180.00 0.034 0.0011 0.0217 0.0217 Seismic(Reduced DL)300 deg M1 193.33 0.039 0.0013 0.0241 0.0241 Seismic(Reduced DL)300 deg M1 275.00 0.085 0.0019 0.0425 0.0425 Seismic(Reduced DL)300 deg M1 295.00 0.100 0.0017 0.0448 0.0448 Seismic(Reduced DL)300 deg M2 100.00 0.003 0.0002 0.0033 0.0033 Seismic(Reduced DL)300 deg M2 106.67 0.003 0.0002 0.0037 0.0037 Seismic(Reduced DL)300 deg M2 113.33 0.003 0.0002 0.0041 0.0041 Seismic(Reduced DL)300 deg M2 120.00 0.004 0.0002 0.0042 0.0042 Seismic(Reduced DL)300 deg M2 133.33 0.005 0.0002 0.0048 0.0048 Seismic(Reduced DL)300 deg M2 180.00 0.009 0.0003 0.0066 0.0066 Seismic(Reduced DL)300 deg M2 193.33 0.011 0.0004 0.0076 0.0076 Seismic(Reduced DL)300 deg M2 275.00 0.027 0.0006 0.0157 0.0157 Seismic(Reduced DL)300 deg M2 295.00 0.032 0.0005 0.0168 0.0168 Seismic(Reduced DL)330 deg M1 100.00 0.010 0.0004 0.0119 0.0119 Seismic(Reduced DL)330 deg M1 106.67 0.011 0.0004 0.0132 0.0132 Page 33 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Seismic(Reduced DL)330 deg M1 113.33 0.013 0.0004 0.0140 0.0140 Seismic(Reduced DL)330 deg M1 120.00 0.015 0.0005 0.0149 0.0149 Seismic(Reduced DL)330 deg M1 133.33 0.018 0.0005 0.0165 0.0165 Seismic(Reduced DL)330 deg M1 180.00 0.034 0.0007 0.0217 0.0217 Seismic(Reduced DL)330 deg M1 193.33 0.039 0.0007 0.0241 0.0242 Seismic(Reduced DL)330 deg M1 275.00 0.085 0.0011 0.0425 0.0425 Seismic(Reduced DL)330 deg M1 295.00 0.100 0.0010 0.0450 0.0450 Seismic(Reduced DL)330 deg M2 100.00 0.003 0.0001 0.0033 0.0033 Seismic(Reduced DL)330 deg M2 106.67 0.003 0.0001 0.0037 0.0037 Seismic(Reduced DL)330 deg M2 113.33 0.003 0.0001 0.0041 0.0041 Seismic(Reduced DL)330 deg M2 120.00 0.004 0.0001 0.0042 0.0042 Seismic(Reduced DL)330 deg M2 133.33 0.005 0.0001 0.0048 0.0048 Seismic(Reduced DL)330 deg M2 180.00 0.010 0.0002 0.0066 0.0066 Seismic(Reduced DL)330 deg M2 193.33 0.011 0.0002 0.0076 0.0076 Seismic(Reduced DL)330 deg M2 275.00 0.027 0.0004 0.0157 0.0157 Seismic(Reduced DL)330 deg M2 295.00 0.032 0.0003 0.0170 0.0170 Serviceability-60 mph Wind Normal 100.00 0.055 0.0031 0.0620 0.0620 Serviceability-60 mph Wind Normal 106.67 0.063 0.0034 0.0676 0.0676 Serviceability-60 mph Wind Normal 113.33 0.071 0.0036 0.0706 0.0707 Serviceability-60 mph Wind Normal 120.00 0.079 0.0038 0.0747 0.0748 Serviceability-60 mph Wind Normal 133.33 0.098 0.0042 0.0822 0.0823 Serviceability-60 mph Wind Normal 180.00 0.174 0.0053 0.1080 0.1080 Serviceability-60 mph Wind Normal 193.33 0.201 0.0058 0.1196 0.1197 Serviceability-60 mph Wind Normal 275.00 0.427 0.0048 0.2088 0.2089 Serviceability-60 mph Wind Normal 295.00 0.502 0.0037 0.2213 0.2213 Serviceability-60 mph Wind 60 deg 100.00 0.051 -0.0029 0.0578 0.0578 Serviceability-60 mph Wind 60 deg 106.67 0.059 -0.0032 0.0633 0.0633 Serviceability-60 mph Wind 60 deg 113.33 0.066 -0.0034 0.0658 0.0659 Serviceability-60 mph Wind 60 deg 120.00 0.074 -0.0036 0.0699 0.0699 Serviceability-60 mph Wind 60 deg 133.33 0.091 -0.0039 0.0770 0.0770 Serviceability-60 mph Wind 60 deg 180.00 0.163 -0.0049 0.1015 0.1015 Serviceability-60 mph Wind 60 deg 193.33 0.188 -0.0055 0.1123 0.1125 Serviceability-60 mph Wind 60 deg 275.00 0.402 0.0042 0.1982 0.1982 Serviceability-60 mph Wind 60 deg 295.00 0.474 0.0031 0.2105 0.2105 Serviceability-60 mph Wind 90 deg 100.00 0.052 -0.0034 0.0587 0.0588 Serviceability-60 mph Wind 90 deg 106.67 0.060 -0.0038 0.0643 0.0643 Serviceability-60 mph Wind 90 deg 113.33 0.067 -0.0040 0.0674 0.0675 Serviceability-60 mph Wind 90 deg 120.00 0.075 -0.0042 0.0711 0.0712 Serviceability-60 mph Wind 90 deg 133.33 0.093 -0.0046 0.0783 0.0785 Serviceability-60 mph Wind 90 deg 180.00 0.166 -0.0058 0.1030 0.1031 Serviceability-60 mph Wind 90 deg 193.33 0.191 -0.0064 0.1144 0.1145 Serviceability-60 mph Wind 90 deg 275.00 0.408 -0.0051 0.2010 0.2010 Serviceability-60 mph Wind 90 deg 295.00 0.481 -0.0038 0.2138 0.2138 Serviceability-60 mph Wind 120 deg 100.00 0.055 -0.0031 0.0620 0.0620 Serviceability-60 mph Wind 120 deg 106.67 0.063 -0.0034 0.0676 0.0676 Serviceability-60 mph Wind 120 deg 113.33 0.071 -0.0036 0.0706 0.0707 Serviceability-60 mph Wind 120 deg 120.00 0.079 -0.0038 0.0747 0.0748 Serviceability-60 mph Wind 120 deg 133.33 0.098 -0.0042 0.0822 0.0823 Serviceability-60 mph Wind 120 deg 180.00 0.174 -0.0053 0.1080 0.1080 Serviceability-60 mph Wind 120 deg 193.33 0.201 -0.0058 0.1196 0.1197 Serviceability-60 mph Wind 120 deg 275.00 0.427 0.0048 0.2088 0.2089 Serviceability-60 mph Wind 120 deg 295.00 0.502 0.0037 0.2213 0.2213 Serviceability-60 mph Wind 180 deg 100.00 0.051 0.0029 0.0578 0.0578 Serviceability-60 mph Wind 180 deg 106.67 0.059 0.0032 0.0633 0.0633 Serviceability-60 mph Wind 180 deg 113.33 0.066 0.0034 0.0658 0.0659 Serviceability-60 mph Wind 180 deg 120.00 0.074 0.0036 0.0699 0.0699 Serviceability-60 mph Wind 180 deg 133.33 0.091 0.0039 0.0770 0.0770 Serviceability-60 mph Wind 180 deg 180.00 0.163 0.0049 0.1015 0.1015 Serviceability-60 mph Wind 180 deg 193.33 0.188 0.0055 0.1123 0.1125 Serviceability-60 mph Wind 180 deg 275.00 0.402 0.0042 0.1982 0.1982 Serviceability-60 mph Wind 180 deg 295.00 0.474 0.0031 0.2105 0.2105 Serviceability-60 mph Wind 210 deg 100.00 0.052 0.0017 0.0587 0.0587 Page 34 Site Number: 5110 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: Angle Road, FL Engineering Number: OAA725411_C3_02 9/20/2018 10:22:20 PM Customer: Verizon Wireless Serviceability-60 mph Wind 210 deg 106.67 0.060 0.0019 0.0643 0.0643 Serviceability-60 mph Wind 210 deg 113.33 0.067 0.0020 0.0674 0.0675 Serviceability-60 mph Wind 210 deg 120.00 0.075 0.0021 0.0711 0.0712 Serviceability-60 mph Wind 210 deg 133.33 0.093 0.0023 0.0783 0.0785 Serviceability-60 mph Wind 210 deg 180.00 0.166 0.0029 0.1030 0.1031 Serviceability-60 mph Wind 210 deg 193.33 0.191 0.0032 0.1144 0.1145 Serviceability-60 mph Wind 210 deg 275.00 0.408 0.0026 0.2010 0.2010 Serviceability-60 mph Wind 210 deg 295.00 0.481 0.0019 0.2138 0.2138 Serviceability-60 mph Wind 240 deg 100.00 0.055 0.0031 0.0620 0.0620 Serviceability-60 mph Wind 240 deg 106.67 0.063 0.0034 0.0676 0.0676 Serviceability-60 mph Wind 240 deg 113.33 0.071 0.0036 0.0706 0.0707 Serviceability-60 mph Wind 240 deg 120.00 0.079 0.0038 0.0747 0.0748 Serviceability-60 mph Wind 240 deg 133.33 0.098 0.0042 0.0822 0.0823 Serviceability-60 mph Wind 240 deg 180.00 0.174 0.0053 0.1080 0.1080 Serviceability-60 mph Wind 240 deg 193.33 0.201 0.0058 0.1196 0.1197 Serviceability-60 mph Wind 240 deg 275.00 0.427 0.0048 0.2088 0.2089 Serviceability-60 mph Wind 240 deg 295.00 0.502 0.0037 0.2213 0.2213 Serviceability-60 mph Wind 300 deg 100.00 0.051 0.0029 0.0578 0.0578 Serviceability-60 mph Wind 300 deg 106.67 0.059 0.0032 0.0633 0.0633 Serviceability-60 mph Wind 300 deg 113.33 0.066 0.0034 0.0658 0.0659 Serviceability-60 mph Wind 300 deg 120.00 0.074 0.0036 0.0699 0.0699 Serviceability-60 mph Wind 300 deg 133.33 0.091 0.0039 0.0770 0.0770 Serviceability-60 mph Wind 300 deg 180.00 0.163 0.0049 0.1015 0.1015 Serviceability-60 mph Wind 300 deg 193.33 0.188 0.0055 0.1123 0.1125 Serviceability-60 mph Wind 300 deg 275.00 0.402 0.0042 0.1982 0.1982 Serviceability-60 mph Wind 300 deg 295.00 0.474 0.0031 0.2105 0.2105 Serviceability-60 mph Wind 330 deg 100.00 0.052 0.0017 0.0587 0.0588 Serviceability-60 mph Wind 330 deg 106.67 0.060 0.0019 0.0643 0.0643 Serviceability-60 mph Wind 330 deg 113.33 0.067 0.0020 0.0674 0.0675 Serviceability-60 mph Wind 330 deg 120.00 0.075 0.0021 0.0711 0.0712 Serviceability-60 mph Wind 330 deg 133.33 0.093 0.0023 0.0783 0.0785 Serviceability-60 mph Wind 330 deg 180.00 0.166 0.0029 0.1030 0.1031 Serviceability-60 mph Wind 330 deg 193.33 0.191 0.0032 0.1144 0.1145 Serviceability-60 mph Wind 330 deg 275.00 0.408 0.0026 0.2010 0.2010 Serviceability-60 mph Wind 330 deg 295.00 0.481 0.0019 0.2138 0.2138 Page 35 Site Name: Angle Road, FL Program Last Updated: 511312014 Site Number: 5110 American Tower Corporation Engineer: Tyler.M.Barker Engineering Number: OAA725411 Date: 09/20/18 W Design Base Loads(Factored)-Analysis perTIA-222-G Standards Analyze or Design a Foundation? Analyze Foundation Mapped: N Moment(M): 0.0 k-ft Shear/Leg(V): 114.1 k Compression/Leg(P): 938.7 k Uplift/Leg(U): 793.1 k Tower Type(GT/SST/MP): SST Diameter of Caisson (d): 5.0 ft Caisson Embedment(L-h): 56.5 ft Engineer Notes Caisson Height Above Ground (h): 0.5 ft Depth Below Ground Surface to Water Table(w): 99.0 ft Unit Weight of Concrete: 150.0 pcf Unit Weight of Water: 62.4 pcf Tension Skin Friction/Compression Skin Friction: 0.83 Pullout Angle: 30.0 degrees Soil Mechanical Properties Depth (ft) 7so;i Cohesion Ultimate Skin Ultimate Bearing Top Bottom (pcf) (psf) (degree) Friction (psf) Pressure(psf) 0.0 4.0 110 0 0 0 0 4.0 8.0 115 0 30 651 0 8.0 14.0 115 0 32 1116 0 14.0 23.0 105 0 28 1458 0 23.0 26.0 70 0 5 135 0 26.0 34.0 115 0 32 2901 0 34.0 52.0 125 0 38 6357 0 52.0 57.5 120 0 36 6690 Required Embedment: 40.1 ft-OK,Caisson Embedment Satisfactory Volume of Concrete: 1119.2 ft3 = 41.5 yd3 Weight of Concrete(Buoyancy Effect Considered): 167.9 k Average Soil Unit Weight: 114.2 pcf Skin Friction Resistance: 2993.4 k Compressive Bearing Resistance: 0.0 k Pullout Weight(Minus Concrete Weight): 8846.6 k Nominal Uplift Capacity per Leg(�,Tj: 1996.0 k Nominal Compressive Capacity per Leg(�,Pj: 2245.1 k P': 986.3 k Tu&sTn: 0.40 Result: OK PAsPn: 0.44 Result: OK Total Lateral Resistance: 8484.2 k Inflection Point(Below Ground Surface): 42.6 ft Design Overturning Moment At Inflection Point(MD): 4913.2 k-ft Nominal Moment Capacity*Mn): 62836.7 k-ft MAsMn: 0.08 Result: OK C: 0.75 Caisson Strength Capacity Concrete Compressive Strength (f'j: 4000 psi Vertical Steel Rebar Size#: 10 Vertical Steel Rebar Area: 1.27 in #of Vertical Steel Rebars: 24 Vertical Steel Rebar Yield Strength (F,): 60 ksi Horizontal Tie/Stirrup Size#: 4 Horizontal Tie/Stirrup Area: 0.20 in Design Horizontal Tie/Stirrup Spacing: 12.0 in Horizontal Tie/Stirrup Steel Yield Strength (F,): 60 ksi Rebar Cage Diameter: 52.0 in Strength Bending/Tension Reduction Factor(fie): 0.90 AC1318-05-9.3.2.1 Strength Shear Reduction Factor(�v): 0.85 AC1318-05-9.3.2.3 Strength Compression Reduction Factor(�J: 0.65 AC1318-05-9.3.2.2 Steel Elastic Modulus: 29000 ksi Design Moment(M ): 1668.7 k-ft Nominal Moment Capacity%Mn): 3492.4 k-ft-ACI318-005-10.2 KABMn: 0.48 Result: OK Design Shear(V ): 114.1 k Nominal Shear Capacity WVJ: 261.4 k-ACI318-05-11.3.1.1 or 11.5.7.2 V,AVVn: 0.44 Result: OK Design Tension (Tu): 793.1 k Nominal Tension Capacity 4TTn): 1645.9 k-ACI318-05-10.2 TATTn: 0.48 Result: OK Design Compression (PU): 986.3 k Nominal Compression Capacity 4PPn): 4945.0 k-ACI318-05-10.3.6.2 P,APPn: 0.20 Result: OK Bending Reinforcement Ratio: 0.011 AC1318-05-10.8.4& 10.9.1 KABMn+TATTn: 0.96 Result: OK Design Factored Shear/ Depth Design Factored Moment/ Depth 0 20 40 60 80 -50 0 50 100 150 0 T 0 I I I I I I I I I I I I I I I I I I I I I I I I I I --- -- --------- ---------i----------i -10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----J------- ---- —L-----J -20 I I I I I I I I I I I I I I I I I I I I vl I I I v I I I I I I I I I I I I Q I I Q 1 T r 1 -3O r-------- ---------r---------I----------I -30 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----i-- --t------r-----1 -40 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- --J------T------L-----J -50 --------- -------------------I----------I -50 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -60 ----- ---- ------- -60 Shear(k) Moment(k-ft) Nominal and Factored Moment Capacity and Factored Design Loads 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 ------r T - r T -T -I 1 12000 I I I I I I I I I • I I I I I I I I I T' • • . L I I I I I I I I � • . ,L I I I I I I ------i------iI------ - -►*•----i------i------i-------------- 10000 I I I I • • � I I I I I I I I • I I I I I I I • I I I I I I I r I I I I I I 14*• I • Pu&Mu ------4-------+----------------------}------ --------------1 8000 I I I I I I I I I ------i------i------ -------ram- ---i------i------i---- -------- 6000 I I I I I ■ Tu&Mu Y I I I I I I I I I —1 ------I ------1 — ---1 1 !--------� 4000 m I I I I I I I Q I I I I I I I I I I ♦� — Factored Envelope I I I I I I I I I I I I ♦ I ------L-------------J-------L------L---1--1—f---J--------------1 2000 I . I ♦ I I �Ito I I I I I I I I� . • 1 1 1 I I I IISO .r• I I I 0 --Nominal Envelope 1 �y :• � I I I I I I ----r------T------ -------r------r------T----------------------1 -2000 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------L------1------J-------'—------L------1------J I I-------'-------1 -4000 Moment(k-ft)