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HomeMy WebLinkAboutStructural Anls AAk AMERICAN 'MWER" C. 0 4 P a7 R A T 1 0 N This report 4vas prepared for American Tovier Corporation by T O W E R ENGINEERING ;..:� PROFESSIONALS Structural Analysis Report Structure 145 ft Guyed Tower ATC Site Name Strazzula, FL ATC Asset Number 5120 Engineering Number 13348398_C3_04 Proposed Carrier SPRINT NEXTEL Carrier Site Name A2P0246S Carrier Site Number A2P0246S Site Location 13698 Indrio Rd Fort Pierce, FL 34945-4003 27.558000,-80.481600 County St. Lucie Date June 7, 2021 Max Usage 81% P ��oate `J!� Result ass °a`e 2°2,°'zs°9 ' °'�' No.88032 Prepared By: Reviewed By: STATE OF Jack Davis �i�O'�`� FLORIOP TEP F" 1 FL COA#31011 COA: 9053 Tower Engineering Professionals,Inc.—326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6351 Fax-www.tepgroup.net Eng. Number 13348398_C3_04 June 7, 2021 Towea CMCJHGGgFG C!W- 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 Tower Engineering Professionals,Inc.—326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6351 Fax-www.tepgroup.net Eng. Number 13348398_C3_04 June 7, 2021 Towea Page 1 boo- CMCJHO'igFG rv]FE@@9�L@ Introduction The purpose of this report is to summarize results of a structural analysis performed on the 145 ft guyed tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings Sabre Drawing#SA1162-A,dated February 9,1998 Foundation Drawing Sabre Drawing#SA1162-A,dated February 9,1998 Geotechnical Report Universal Engineering Sciences Project#66750-003-01,dated October 14,1996 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: 155 mph (3-Second Gust) Basic Wind Speed w/Ice: No Ice Considered Code: ANSI/TIA-222-H/2018 IBC/7th ED(2020)Florida Building Code Exposure Category: C Risk Category: I I Topographic Factor Procedure: Method 1 Topographic Category: 1 Spectral Response: Ss=0.05,S1=0.03 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Tower Engineering Professionals,Inc.—326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6351 Fax-www.tepgroup.net Eng. Number 13348398_C3_04 June 7, 2021 Towea Page 2 CMCJ"GGgFG Prv]FE@@9�L@ Existing and Reserved Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 132.0 - - - - SPRINT NEXTEL 6 Andrew DB982G30A-M 125.0 1 CSS X7-665-4 Sector Frames (12) 1 5/8" Coax VERIZON WIRELESS 2 CSS X7C-FRO-640 102.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52 86.0 1 Ericsson RAU2 85.0 1 Ericsson 1301-UKY 210 77/SC11 Uen Leg (1)3/8" Coax SPRINT NEXTEL Equipment to be Removed Elev.1(ft) Qty Equipment Mount Type Lines Carrier 9 RFS ACU-A20-N 3 Ericsson 800 MHz Radio Filter 1 Nokia NSN FFHS 132.0 3 RFS APXV9ERR18-C Sector Frames (3) 1 1/4" Hybriflex SPRINT NEXTEL 3 Ericsson RRUS-11 800 MHz Cable 3 Ericsson RRUS82 w/Solarshield 3 Commscope TTTT65AP-1XR(33.3 lb) 3 Ericsson RRUS 31 B25 Proposed Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 3 Ericsson Radio 4460 1325+1366 132.0 3 Ericsson Radio 4480 1371+1385A Sitepro VFA10-HD-80 (2) 1.99" (50.7mm) SPRINT NEXTEL 3 Ericsson Air6449 B41 Sector Frames Hybrid 3 Commscope FFVV-65C-R3-V1 'Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines alongside existing SPRINT NEXTEL lines. Tower Engineering Professionals,Inc.—326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6351 Fax-www.tepgroup.net Eng. Number 13348398_C3_04 June 7, 2021 Towea Page 3 CMCJHGGgFG Prv]FE@@9�L@ Structure Usages Structural Component ControllingPass/Fail Usage Legs 81% Pass Diagonals 21% Pass Horizontals 50% Pass Guys 75% Pass Leg Bolts 1% Pass Foundations Original Design Factored Design o Reaction Component * Analysis Reactions /of Design Reactions Reactions Base Axial (kips) 91.5 123.5 85.2 69% Al Uplift(kips) 41.4 55.8 37.3 67% Al Shear(kips) 1 41.9 1 56.6 1 38.6 1 68% *The design reactions are factored by 1.35 per ANSI/TIA-222-H,Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,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) Ericsson Radio 4460 B25+B66 Ericsson Radio 4480 1371+1385A 132.0 SPRINT NEXTEL 0.060 0.004 0.053 Ericsson Air6449 B41 Commscope FFVV-65C-R3-V1 102.0 Andrew Microwaves UHX6- VERIZON WIRELESS 0.037 0.005 0.0379 85.0 Ericsson 1301-UKY 210 SPRINT NEXTEL 0.026 0.012 0.243 77/SC11 Uen *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H Tower Engineering Professionals,Inc.—326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6351 Fax-www.tepgroup.net $9�Li 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. Tower Engineering Professionals,Inc.—326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6351 Fax-www.tepgroup.net Quadrant 1 T45.00 Job Information Client:SPRINT NEXTEL mot Tower: 5120 Location : Strazzula, FL Base Width : 3.00 ft ';2 EHS�131.6 ©2007-2021 by ATC IP LLC. All rights reserved. Code :ANSI/TIA-222-H Topo Method: Method 1 Risk Cat: II Topo: 1 Tower Ht: 145.00 ft Sect 10 IT="-D':� Exposure : C Shape :Triangle 125.00 Trszs Loads: 155 mph no ice Sect 8 30 mph w/0'0"radial ice Sections Properties {2} B EHS 113.0 Site Class: D Ss:0.05 S1:0.03 Section Leg Members Diagonal Members Horizontal Members 110.00 IT=1 60 mph Serviceability 1 SOL 50 ksi 2 1/4"SOLID PL 36 ksi PL 9 x 0.375" 2 SOL 50 ksi 2 1/4"SOLID SOL 36 ksi 1 1/4 I"SOLD SOL 36 ksi 7/8 I"SOLD 3-4 SOL 50 ksi 2"SOLID SOL 36 ksi 1 1/4"SOLD SOL 36 ksi 7/8"SOLD Sect 7 5-6 SOL 50 ksi 1 3/4"SOLID SOL 36 ksi 1 1/4"SOLID SOL 36 ksi 7/8"SOLID 103.00 7-11 SOL 50 ksi 2"SOLID SOL 36 ksi 1 3/8"SOLID SOL 36 ksi 7/8"SOLID Redundant Secondary Bracing Section Sub Diag 1 Sub Horiz 1 Sub Diag 2 Sub Horiz 2 Sub Diag 3 Sub Horiz 3 {7j V2 EHs 83. Discrete Appurtenance 80.00 IT=10% Elev(ft) Type Qty Description 133.00 Mounting Frame 3 Round Sector Frame 132.00 Panel 3 Commscope FFVV-65C-R3-V1 132.00 Panel 3 Ericsson Air6449 B41 Sect 5 132.00 3 Ericsson Radio 4480 B71+685A 132.00 3 Ericsson Radio 4460 1325+1366 125.00 Panel 2 CSS X7C-FRO-640 125.00 Panel 1 CSS X7-665-4 00.00 125.00 Panel 6 Andrew DB982G30A-M 124.00 Mounting Frame 3 Flat Light Sector Frame 113.00 Other 1 Torque Arms 102.00 Dish 1 Andrew Microwaves UHX6-59W 86.00 1 Ericsson RAU2 Sect 4 85.00 Dish 1 Ericsson 1301-UKY 210 77/SC11 7118 EHS @ 46.7 IT 10% Linear Appurtenance 40.00 Elev(ft) From To Qty Description 0.00 132.00 2 1.99"(50.7mm)Hybri 0.00 125.00 12 1 5/8"Coax Sam 3 0.00 102.00 2 EW52 20.00 Sect 2 6.07 Sect 1 R: 100.00 Job Information Client:SPRINT NEXTEL Tower: 5120 Location : Strazzula, FL Base Width : 3.00 ft ©2007-2021 by ATC IP LLC. All rights reserved. Code :ANSI/TIA-222-H Topo Method: Method 1 Risk Cat: II Topo: 1 Tower Ht: 145.00 ft Exposure : C Shape :Triangle Guy Anchor Design Loads R=1000' R=100 T Radius(ft) Drop(ft) Azimuth(°) Uplift(kip) Shear(kip) E=Off E=Off 100.00 0.00 0 37.25 38.58 100.00 0.00 240 37.29 38.57 100.00 0.00 120 37.26 38.57 Global Base Foundation Design Loads Vertical(kip) Horizontal(kip) 85.16 1.92 R=100.T E=0.0' Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Analysis Parameters Location: St. Lucie County, FL Height(ft): 145 Code: ANSI/TIA-222-H Base Elevation(ft): 0.00 Shape: Triangle Bottom Face Width (ft): 3.00 Tower Manufacturer: Sabre Top Face Width (ft): 3.00 Tower Type: Guyed Anchor Bolt Detail Type c Kd: 0.85 Ke: 1.00 Ice & Wind Parameters Exposure Category: C Design Windspeed Without Ice: 155 mph Risk Category: II Design Windspeed With Ice: 30 mph Topographic Factor Procedure: Method 1 Operational Windspeed: 60 mph Topographic Category: 1 Design Ice Thickness: 0.00 in Crest Height: 0 ft HMSL: 19.00 ft Seismic Parameters Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method (sec): 0.56 TL(sec): 8 p: 1.3 Cs; 0.030 SS: 0.051 S1: 0.029 Cs, Max: 0.030 Fa: 1.600 Fv: 2.400 Cs, Min: 0.030 Sds: 0.054 Sd1: 0.046 Load Cases 1.21)+1.OW Normal 155 mph Normal with No Ice 1.21)+1.OW 60 deg 155 mph 60 degree with No Ice 1.213+1.OW 90 deg 155 mph 90 degree with No Ice 1.21)+1.OW 120 deg 155 mph 120 degree with No Ice 1.21)+1.OW 180 deg 155 mph 180 degree with No Ice 1.21)+1.0W 210 deg 155 mph 210 degree with No Ice 1.213+1.OW 240 deg 155 mph 240 degree with No Ice 1.21)+1.OW 300 deg 155 mph 300 degree with No Ice 1.21)+1.0W 330 deg 155 mph 330 degree with No Ice 1.21)+1.01)i+1.OWi Normal 30 mph Normal with 0.00 in Radial Ice 1.21)+1.01)i+1.OWi 60 deg 30 mph 60 deg with 0.00 in Radial Ice 1.21)+1.01)i+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 1.21)+1.01)i+1.OWi 180 deg 30 mph 180 deg with 0.00 in Radial Ice 1.21)+1.01)i+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 1.213+1.013i+1.OWi 330 deg 30 mph 330 deg with 0.00 in Radial Ice Page 1 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Analysis Parameters 1.213+1.OEv+1.OEh Normal Seismic Normal 1.213+1.OEv+ 1.OEh 60 deg Seismic 60 deg 1.21)+1.OEv+ 1.OEh 90 deg Seismic 90 deg 1.2D+1.OEv+ 1.OEh 120 deg Seismic 120 deg 1.213+1.OEv+ 1.OEh 180 deg Seismic 180 deg 1.213+1.OEv+ 1.OEh 210 deg Seismic 210 deg 1.213+1.OEv+ 1.OEh 240 deg Seismic 240 deg 1.213+1.OEv+ 1.OEh 300 deg Seismic 300 deg 1.213+1.OEv+ 1.OEh 330 deg Seismic 330 deg 0.913-1.OEv+1.OEh Normal Seismic(Reduced DL)Normal 0.913-1.OEv+1.OEh 60 deg Seismic(Reduced DL)60 deg 0.9D-1.OEv+1.OEh 90 deg Seismic(Reduced DL)90 deg 0.913-1.OEv+1.OEh 120 deg Seismic(Reduced DL)120 deg 0.913-1.OEv+1.OEh 180 deg Seismic(Reduced DL)180 deg 0.913-1.OEv+1.OEh 210 deg Seismic(Reduced DL)210 deg 0.913-1.OEv+1.OEh 240 deg Seismic(Reduced DL)240 deg 0.913-1.OEv+1.OEh 300 deg Seismic(Reduced DL)300 deg 0.913-1.OEv+1.OEh 330 deg Seismic(Reduced DL)330 deg 1.013+1.OW Service Normal Serviceability-60 mph Wind Normal 1.013+1.OW Service 60 deg Serviceability-60 mph Wind 60 deg 1.013+1.OW Service 90 deg Serviceability-60 mph Wind 90 deg 1.013+1.OW Service 120 deg Serviceability-60 mph Wind 120 deg 1.013+1.OW Service 180 deg Serviceability-60 mph Wind 180 deg 1.013+1.OW Service 210 deg Serviceability-60 mph Wind 210 deg 1.013+1.OW Service 240 deg Serviceability-60 mph Wind 240 deg 1.013+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: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Tower Loading Discrete Appurtenance Properties 1.21)+ 1.0W Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. Mu Q� Fa (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (lb) (lb) 133.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 70.21 1450 1080 132.0 Commscope FFVV- 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 70.10 1902 449 132.0 Ericsson Air6449 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.0 70.10 512 374 132.0 Ericsson Radio 4460 3 109 2.6 1.6 15.7 12.1 0.80 0.67 0.0 0.0 70.10 246 392 132.0 Ericsson Radio 4480 3 84 2.9 1.8 15.7 7.5 0.80 0.67 0.0 0.0 70.10 273 302 125.0 Andrew DB982G30A- 6 26 6.3 6.0 13.0 6.0 0.80 0.66 -1.0 1173.7 69.18 1174 184 125.0 CSS X7-665-4 1 27 8.4 6.0 12.5 7.0 0.80 1.00 -1.0 395.5 69.18 395 33 125.0 CSS X7C-FRO-640 2 28 11.8 6.0 18.8 9.0 0.80 0.74 -1.0 824.1 69.18 824 67 124.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 69.18 1776 1440 113.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 67.84 865 600 102.0 Andrew Microwaves 1 359 40.3 6.4 76.5 60.8 1.00 1.00 0.0 0.0 66.40 2273 431 86.00 Ericsson RAU2 1 9 1.1 1.0 10.2 3.7 1.00 1.00 0.0 0.0 64.05 58 11 85.00 Ericsson 1301-UKY 1 24 4.3 2.1 25.0 16.5 1.00 1.00 1.0 234.1 64.05 234 29 83.00 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 63.58 811 600 Totals 32 4993 339.0 12793 5992 Discrete Appurtenance Properties 1.21)+ 1.01)i+1.OWi Elevation Description Qty Ice Wt Ice EPA Length Width Depth Ka Orient. Vert. Mu Q� Fa (WL) P.(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (lb) (lb) 133.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 2.63 54 1080 132.0 Commscope FFVV- 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 2.63 71 449 132.0 Ericsson Air6449 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.0 2.63 19 374 132.0 Ericsson Radio 4460 3 109 2.6 1.6 15.7 12.1 0.80 0.67 0.0 0.0 2.63 9 392 132.0 Ericsson Radio 4480 3 84 2.9 1.8 15.7 7.5 0.80 0.67 0.0 0.0 2.63 10 302 125.0 Andrew DB982G30A- 6 26 6.3 6.0 13.0 6.0 0.80 0.66 -1.0 44.0 2.59 44 184 125.0 CSS X7-665-4 1 27 8.4 6.0 12.5 7.0 0.80 1.00 -1.0 14.8 2.59 15 33 125.0 CSS X7C-FRO-640 2 28 11.8 6.0 18.8 9.0 0.80 0.74 -1.0 30.9 2.59 31 67 124.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 2.59 67 1440 113.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 2.54 32 600 102.0 Andrew Microwaves 1 359 40.3 6.4 76.5 60.8 1.00 1.00 0.0 0.0 2.49 85 431 86.00 Ericsson RAU2 1 9 1.1 1.0 10.2 3.7 1.00 1.00 0.0 0.0 2.40 2 11 85.00 Ericsson 1301-UKY 1 24 4.3 2.1 25.0 16.5 1.00 1.00 1.0 8.8 2.40 9 29 83.00 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 2.38 30 600 Totals 32 4993 339.0 479 5992 Discrete Appurtenance Properties 1.01)+ 1.OW Service Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. Mu Q� Fa (WL) Pa(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 133.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.52 217 900 132.0 Commscope FFVV- 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 10.50 285 374 132.0 Ericsson Air6449 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.0 10.50 77 312 132.0 Ericsson Radio 4460 3 109 2.6 1.6 15.7 12.1 0.80 0.67 0.0 0.0 10.50 37 327 132.0 Ericsson Radio 4480 3 84 2.9 1.8 15.7 7.5 0.80 0.67 0.0 0.0 10.50 41 252 125.0 Andrew DB982G30A- 6 26 6.3 6.0 13.0 6.0 0.80 0.66 -1.0 175.9 10.37 176 153 125.0 CSS X7-665-4 1 27 8.4 6.0 12.5 7.0 0.80 1.00 -1.0 59.3 10.37 59 27 125.0 CSS X7C-FRO-640 2 28 11.8 6.0 18.8 9.0 0.80 0.74 -1.0 123.5 10.37 123 56 124.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.37 266 1200 113.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 10.17 130 500 Page 3 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Tower Loading 102.0 Andrew Microwaves 1 359 40.3 6.4 76.5 60.8 1.00 1.00 0.0 0.0 9.95 341 359 86.00 Ericsson RAU2 1 9 1.1 1.0 10.2 3.7 1.00 1.00 0.0 0.0 9.60 9 9 85.00 Ericsson 1301-UKY 1 24 4.3 2.1 25.0 16.5 1.00 1.00 1.0 35.1 9.60 35 24 83.00 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 9.53 121 500 Totals 32 4993 339.0 1917 4993 Page 4 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL 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 0.00 132.0 1.99" (50.7mm) 2 1.99 1.90 100 2 Individual 0.00 N 1.00 1.00 0.00 0.00 125.0 1 5/8" Coax 12 1.98 0.82 50 1 Block 0.00 N 1.00 1.00 0.00 0.00 102.0 EW52 2 2.25 0.59 100 1 Individual 0.00 N 1.00 1.00 0.00 0.00 85.00 3/8" Coax 1 0.44 0.08 100 2 Individual 0.00 N 1.00 1.00 0.00 Page 5 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Equivalent Lateral Force Method Spectral Response Acceleration for Short Period (S ): 0.05 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): 0.05 Design Spectral Response Acceleration at 1.0 Second Period(S d1): 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): 0.56 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.03 Total Unfactored Dead Load: 15.08 k Seismic Base Shear(E): 0.59 k LoadCase 1.2D + 1.OEV + 1.OEh Seismic Height Horizontal Vertical Above Base Weight WZ Force Force Section (ft) (lb) (lb-ft) CvX (lb) (lb) 11 140.00 594 95,821 0.064 38 720 10 130.00 637 95,158 0.064 38 772 9 124.14 148 21,111 0.014 8 179 8 116.64 968 129,374 0.087 51 1,173 7 105.00 733 87,916 0.059 35 888 6 90.00 1,251 127,967 0.086 51 1,514 5 70.00 1,252 98,914 0.066 39 1,516 4 50.00 1,418 79,277 0.053 31 1,717 3 30.00 1,402 46,348 0.031 18 1,698 2 13.33 1,053 15,123 0.010 6 1,276 1 3.33 628 2,165 0.001 1 760 Round Sector Frame 133.00 900 137,609 0.092 54 1,090 Commscope FFVV-65C-R3-V1 132.00 374 56,712 0.038 22 453 Ericsson Air6449 B41 132.00 312 47,336 0.032 19 378 Ericsson Radio 4460 1325+1366 132.00 327 49,611 0.033 20 396 Ericsson Radio 4480 1371+1385A 132.00 252 38,233 0.026 15 305 Andrew DB982G30A-M 125.00 153 21,948 0.015 9 185 CSS X7-665-4 125.00 27 3,930 0.003 2 33 CSS X7C-FRO-640 125.00 56 8,033 0.005 3 68 Flat Light Sector Frame 124.00 1,200 170,721 0.115 67 1,453 Torque Arms 113.00 500 64,652 0.043 26 605 Andrew Microwaves UHX6-59W 102.00 359 41,779 0.028 16 435 Ericsson RAU2 86.00 9 879 0.001 0 11 Ericsson 1301-UKY 210 77/SC11 Uen 85.00 24 2,315 0.002 1 29 Page 6 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Equivalent Lateral Force Method Torque Arms 83.00 500 47,072 0.032 19 605 15,079 1,490,003 1.000 588 18,258 LoadCase 0.9D - 1.OEV + 1.OEh Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight WZ Force Force Section (ft) (lb) (lb-ft) Cvx (lb) (lb) 11 140.00 594 95,821 0.064 38 529 10 130.00 637 95,158 0.064 38 566 9 124.14 148 21,111 0.014 8 132 8 116.64 968 129,374 0.087 51 861 7 105.00 733 87,916 0.059 35 652 6 90.00 1,251 127,967 0.086 51 1,112 5 70.00 1,252 98,914 0.066 39 1,113 4 50.00 1,418 79,277 0.053 31 1,261 3 30.00 1,402 46,348 0.031 18 1,247 2 13.33 1,053 15,123 0.010 6 937 1 3.33 628 2,165 0.001 1 558 Round Sector Frame 133.00 900 137,609 0.092 54 800 Commscope FFVV-65C-R3-V1 132.00 374 56,712 0.038 22 332 Ericsson Air6449 B41 132.00 312 47,336 0.032 19 277 Ericsson Radio 4460 625+1366 132.00 327 49,611 0.033 20 291 Ericsson Radio 4480 B71+B85A 132.00 252 38,233 0.026 15 224 Andrew DB982G30A-M 125.00 153 21,948 0.015 9 136 CSS X7-665-4 125.00 27 3,930 0.003 2 24 CSS X7C-FRO-640 125.00 56 8,033 0.005 3 50 Flat Light Sector Frame 124.00 1,200 170,721 0.115 67 1,067 Torque Arms 113.00 500 64,652 0.043 26 445 Andrew Microwaves UHX6-59W 102.00 359 41,779 0.028 16 319 Ericsson RAU2 86.00 9 879 0.001 0 8 Ericsson 1301-UKY 210 77/SC11 Uen 85.00 24 2,315 0.002 1 21 Torque Arms 83.00 500 47,072 0.032 19 445 15,079 1,490,003 1.000 588 13,407 Page 7 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Force/Stress Summary Section: 1 905920 (Bot) Bot Elev (ft): 0.00 Height (ft): 6.667 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 SOL-2 1/4"SOLID -31.69 1.21)+1.OW Normal 1.66 100 100 100 35.4 50.0 163.29 0 0 0.00 0.00 19 Member X HORIZ PL-PL 9 x 0.375" -0.14 1.213+1.OW Normal 0.722 100 100 100 52.1 16.5 53.58 0 0 0.00 0.00 0 Member Y DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ PL-PL 9 x 0.375" 2.64 1.213+1.OW Normal 36 58 109.35 0 0 0.00 0.00 0.00 2 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 31.13 1.213+ 1.OW 90 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 2 905920 (top) Bot Elev (ft): 6.67 Height (ft): 13.333 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 SOL-2 1/4"SOLID -34.05 1.213+1.OW 90 deg 3.25 100 100 100 69.3 50.0 125.90 0 0 0.00 0.00 27 Member X HORIZ SOL-7/8"SOLID -0.02 1.21)+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 0 Member X DIAG SOL-1 1/4"SOLID -1.28 1.21)+1.OW 60 deg 4.422 100 100 100 118.8 36.0 18.91 0 0 0.00 0.00 6 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL-7/8"SOLID 2.22 1.21)+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 11 Member DIAG SOL-1 1/4"SOLID 0.88 1.213+1.OW 60 deg 36 58 39.76 0 0 0.00 0.00 0.00 2 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 34.50 1.21)+ 1.OW 90 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Page 8 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Force/Stress Summary Section: 3 905910 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 SOL-2"SOLID -34.20 1.21)+1.OW 90 deg 3.28 100 100 100 78.7 50.0 89.92 0 0 0.00 0.00 38 Member X HORIZ SOL-7/8"SOLID -0.27 1.213+1.OW 60 deg 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 2 Member X DIAG SOL-1 1/4"SOLID -2.10 1.213+1.OW Normal 4.442 100 100 100 119.4 36.0 18.78 0 0 0.00 0.00 11 Member X 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL-7/8"SOLID 0.51 1.213+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 2 Member DIAG SOL-1 1/4"SOLID 1.63 1.213+1.OW Normal 36 58 39.76 0 0 0.00 0.00 0.00 4 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 29.86 1.213+ 1.OW 120 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 4 905912 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 SOL-2"SOLID -36.52 1.213+1.OW Normal 3.28 100 100 100 78.7 50.0 89.92 0 0 0.00 0.00 40 Member X HORIZ SOL-7/8"SOLID -0.70 1.21)+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 6 Member X DIAG SOL-1 1/4"SOLID -3.23 1.21)+1.OW 90 deg 4.442 100 100 100 119.4 36.0 18.78 0 0 0.00 0.00 17 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL-7/8"SOLID 0.75 1.21)+1.OW 60 deg 36 58 19.48 0 0 0.00 0.00 0.00 3 Member DIAG SOL-1 1/4"SOLID 2.41 1.21)+1.OW Normal 36 58 39.76 0 0 0.00 0.00 0.00 6 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 34.29 1.213+ 1.OW 120 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Page 9 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Force/Stress Summary Section: 5 905904 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 SOL-1 3/4"SOLID -44.77 1.21)+1.OW 120 deg 3.28 100 100 100 89.9 50.0 59.94 0 0 0.00 0.00 74 Member X HORIZ SOL-7/8"SOLID -0.22 1.213+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 2 Member X DIAG SOL-1 1/4"SOLID -2.50 1.213+1.OW 90 deg 4.442 100 100 100 119.4 36.0 18.78 0 0 0.00 0.00 13 Member X 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL-7/8"SOLID 1.85 1.213+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 9 Member DIAG SOL-1 1/4"SOLID 1.99 1.213+1.OW 300 deg 36 58 39.76 0 0 0.00 0.00 0.00 5 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 46.33 1.213+ 1.OW 120 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 6 90A6960 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 SOL-1 3/4"SOLID -48.90 1.213+1.OW 120 deg 3.28 100 100 100 89.9 50.0 59.94 0 0 0.00 0.00 81 Member X HORIZ SOL-7/8"SOLID -2.99 1.21)+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 28 Member X DIAG SOL-1 1/4"SOLID -3.98 1.21)+1.OW 60 deg 4.442 100 100 100 119.4 36.0 18.78 0 0 0.00 0.00 21 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 SOL-1 3/4"SOLID 6.74 1.21)+1.OW 60 deg 50 65 108.24 0 0 0.00 0.00 6 Member HORIZ SOL-7/8"SOLID 6.24 1.21)+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 32 Member DIAG SOL-1 1/4"SOLID 4.24 1.21)+1.OW 90 deg 36 58 39.76 0 0 0.00 0.00 0.00 10 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 29.28 1.213+ 1.OW 240 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Page 10 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Force/Stress Summary Section: 7 90A7142 Bot Elev (ft): 100.0 Height (ft): 10.000 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 SOL-2"SOLID -28.84 1.21)+1.OW 120 deg 3.22 100 100 100 77.3 50.0 91.30 0 0 0.00 0.00 31 Member X HORIZ SOL-7/8"SOLID -1.01 1.213+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 9 Member X DIAG SOL-1 3/8"SOLID -1.66 1.213+1.OW 90 deg 4.402 100 100 100 107.5 36.0 26.17 0 0 0.00 0.00 6 Member X 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL-7/8"SOLID 2.45 1.213+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 12 Member DIAG SOL-1 3/8"SOLID 1.39 1.213+1.OW Normal 36 58 48.11 0 0 0.00 0.00 0.00 2 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 29.46 1.213+ 1.OW 120 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 8 90A6961 (Bot) Bot Elev (ft): 110.0 Height (ft): 13.280 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 SOL-2"SOLID -31.60 1.213+1.OW 120 deg 3.28 100 100 100 78.7 50.0 89.91 0 0 0.00 0.00 35 Member X HORIZ SOL-7/8"SOLID -4.59 1.21)+1.OW 120 deg 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 43 Member X DIAG SOL-1 3/8"SOLID -5.35 1.21)+1.OW Normal 4.443 100 100 100 108.6 36.0 25.87 0 0 0.00 0.00 20 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 SOL-2"SOLID 10.77 1.21)+1.OW 60 deg 50 65 141.37 0 0 0.00 0.00 7 Member HORIZ SOL-7/8"SOLID 9.89 1.21)+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 50 Member DIAG SOL-1 3/8"SOLID 6.08 1.21)+1.OW 90 deg 36 58 48.11 0 0 0.00 0.00 0.00 12 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 8.55 1.213+ 1.OW 120 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Page 11 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Force/Stress Summary Section: 9 90A6961 (Top) Bot Elev (ft): 123.2 Height (ft): 1.720 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 SOL-2"SOLID -8.32 1.21)+1.OW Normal 1.55 100 100 100 37.3 50.0 127.71 0 0 0.00 0.00 6 Member X HORIZ SOL-7/8"SOLID -1.11 1.213+1.OW 120 deg 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 10 Member X DIAG SOL-1 3/8"SOLID -3.14 1.213+1.OW 240 deg 3.377 100 100 100 82.5 36.0 33.62 0 0 0.00 0.00 9 Member X 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL-7/8"SOLID 0.99 1.213+1.OW 60 deg 36 58 19.48 0 0 0.00 0.00 0.00 5 Member DIAG SOL-1 3/8"SOLID 3.38 1.213+1.OW 90 deg 36 58 48.11 0 0 0.00 0.00 0.00 7 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 8.53 1.213+ 1.OW 210 deg 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 10 909243 Bot Elev (ft): 125.0 Height (ft): 10.000 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 SOL-2"SOLID -8.25 1.213+1.OW Normal 3.22 100 100 100 77.3 50.0 91.30 0 0 0.00 0.00 9 Member X HORIZ SOL-7/8"SOLID -0.27 1.21)+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 2 Member X DIAG SOL-1 3/8"SOLID -0.84 1.21)+1.OW 90 deg 4.402 100 100 100 107.5 36.0 26.17 0 0 0.00 0.00 3 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 SOL-2"SOLID 1.43 1.21)+1.OW 60 deg 50 65 141.37 0 0 0.00 0.00 1 Member HORIZ SOL-7/8"SOLID 0.27 1.21)+1.OW 60 deg 36 58 19.48 0 0 0.00 0.00 0.00 1 Member DIAG SOL-1 3/8"SOLID 0.71 1.21)+1.OW Normal 36 58 48.11 0 0 0.00 0.00 0.00 1 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.95 1.213+ 1.OW 180 deg 0.00 0 0 Top Compression 1.53 1.213+ 1.OW Normal 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Page 12 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Force/Stress Summary Section: 11 Extension Bot Elev (ft): 135.0 Height (ft): 10.000 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 SOL-2"SOLID -1.48 1.213+1.OW Normal 0.17 100 100 100 4.0 50.0 141.21 0 0 0.00 0.00 1 Member X HORIZ SOL-7/8"SOLID -0.14 1.2D+1.OW Normal 2.999 100 100 100 106.9 36.0 10.67 0 0 0.00 0.00 1 Member X DIAG SOL-1 3/8"SOLID -0.40 1.21)+1.OW Normal 4.402 100 100 100 107.5 36.0 26.17 0 0 0.00 0.00 1 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 SOL-2"SOLID 0.38 1.213+1.OW Normal 50 65 141.37 0 0 0.00 0.00 0 Member HORIZ SOL-7/8"SOLID 0.17 1.213+1.OW Normal 36 58 19.48 0 0 0.00 0.00 0.00 0 Member DIAG SOL-1 3/8"SOLID 0.40 1.213+1.OW Normal 36 58 48.11 0 0 0.00 0.00 0.00 0 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.05 1.2D+1.OEv+1.OEh 0.00 0 Bot Tension 0.95 1.21)+1.0W 180 deg 120.41 1 4 0.75"A325 Bot Compression 0.00 0.00 0 Page 13 Site Number: 5120 Code: ANSI/TIA-222-1-11 ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Detailed Reactions Radius Elevation Azimuth FX FY FZ Load Case (ft) (ft) (deg) Node (kip) (kip) (kip) ( )=Uplift (+)= Down 1.213+ 1.OW Normal 0.00 00.00 1 0.00 85.10 -1.40 100.00 00.00 0 Al 0.00 -2.20 1.41 100.00 00.00 240 Ala -27.65 -31.63 -17.29 100.00 00.00 120 Alb 27.65 -31.63 -17.29 1.213+ 1.OW 60 deg 0.00 00.00 1 -1.66 71.56 -0.96 100.00 00.00 0 Al -0.95 -7.69 7.52 100.00 00.00 240 Ala -33.30 -37.06 -19.23 100.00 00.00 120 Alb 6.04 -7.67 -4.58 1.213+ l.OW 90 deg 0.00 00.00 1 -1.60 80.34 -0.31 100.00 00.00 0 Al -1.28 -20.33 20.76 100.00 00.00 240 Ala -33.72 -37.29 -18.73 100.00 00.00 120 Alb 2.10 -3.33 -1.73 1.213+ l.OW 120 deg 0.00 00.00 1 -1.21 85.16 0.70 100.00 00.00 0 Al -1.15 -31.65 32.59 100.00 00.00 240 Ala -28.80 -31.67 -15.30 100.00 00.00 120 Alb 1.22 -2.20 -0.70 1.213+ 1.OW 180 deg 0.00 00.00 1 0.00 71.53 1.91 100.00 00.00 0 Al 0.00 -37.03 38.45 100.00 00.00 240 Ala -6.99 -7.68 -2.94 100.00 00.00 120 Alb 6.99 -7.68 -2.94 1.213+ 1.OW 210 deg 0.00 00.00 1 0.54 80.31 1.53 100.00 00.00 0 Al 0.64 -37.25 38.57 100.00 00.00 240 Ala -2.55 -3.33 -0.95 100.00 00.00 120 Alb 18.61 -20.33 -9.27 1.213+ 1.OW 240 deg 0.00 00.00 1 1.21 85.16 0.70 100.00 00.00 0 Al 1.15 -31.65 32.59 100.00 00.00 240 Ala -1.22 -2.20 -0.70 100.00 00.00 120 Alb 28.80 -31.67 -15.30 1.213+ 1.OW 300 deg 0.00 00.00 1 1.66 71.56 -0.96 100.00 00.00 0 Al 0.95 -7.69 7.52 100.00 00.00 240 Ala -6.04 -7.67 -4.58 100.00 00.00 120 Alb 33.30 -37.06 -19.23 1.213+ 1.OW 330 deg 0.00 00.00 1 1.06 80.27 -1.23 100.00 00.00 0 Al 0.45 -3.33 2.68 100.00 00.00 240 Ala -17.33 -20.29 -11.49 100.00 00.00 120 Alb 33.08 -37.26 -19.84 1.213+ 1.01)i+1.OWi Normal 0.00 00.00 1 0.00 46.38 -0.09 100.00 00.00 0 Al 0.00 -8.26 9.08 100.00 00.00 240 Ala -8.85 -9.36 -5.15 100.00 00.00 120 Alb 8.85 -9.36 -5.15 1.213+ 1.01)i+1.OWi 60 deg 0.00 00.00 1 -0.08 46.34 -0.05 100.00 00.00 0 Al -0.04 -8.62 9.45 100.00 00.00 240 Ala -9.19 -9.72 -5.30 100.00 00.00 120 Alb 8.17 -8.62 -4.76 1.213+ 1.01)i+1.OWi 90 deg 0.00 00.00 1 -0.09 46.36 0.00 100.00 00.00 0 Al -0.05 -8.99 9.85 100.00 00.00 240 Ala -9.11 -9.63 -5.24 100.00 00.00 120 Alb 7.94 -8.35 -4.61 Page 14 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL 1.21)+ 1.ODi+1.OWi 120 deg 0.00 00.00 1 -0.08 46.38 0.05 100.00 00.00 0 Al -0.04 -9.36 10.24 100.00 00.00 240 Ala -8.88 -9.36 -5.09 100.00 00.00 120 Alb 7.87 -8.26 -4.54 1.213+ 1.01)i+1.OWi 180 deg 0.00 00.00 1 0.00 46.34 0.09 100.00 00.00 0 Al 0.00 -9.72 10.61 100.00 00.00 240 Ala -8.21 -8.62 -4.69 100.00 00.00 120 Alb 8.21 -8.62 -4.69 1.213+ 1.01)i+1.OWi 210 deg 0.00 00.00 1 0.05 46.36 0.08 100.00 00.00 0 Al 0.02 -9.63 10.51 100.00 00.00 240 Ala -7.96 -8.36 -4.57 100.00 00.00 120 Alb 8.55 -8.99 -4.88 1.213+ 1.01)i+1.OWi 240 deg 0.00 00.00 1 0.08 46.38 0.05 100.00 00.00 0 Al 0.04 -9.36 10.24 100.00 00.00 240 Ala -7.87 -8.26 -4.54 100.00 00.00 120 Alb 8.88 -9.36 -5.09 1.213+ 1.01)i+1.OWi 300 deg 0.00 00.00 1 0.08 46.34 -0.05 100.00 00.00 0 Al 0.04 -8.62 9.45 100.00 00.00 240 Ala -8.17 -8.62 -4.76 100.00 00.00 120 Alb 9.19 -9.72 -5.30 1.213+ 1.01)i+1.OWi 330 deg 0.00 00.00 1 0.05 46.36 -0.08 100.00 00.00 0 Al 0.02 -8.36 9.18 100.00 00.00 240 Ala -8.50 -8.99 -4.96 100.00 00.00 120 Alb 9.09 -9.63 -5.27 1.21)+ 1.OEv+1.OEh Normal Ml 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -7.44 8.15 100.00 00.00 240 Ala -7.53 -8.05 -4.35 100.00 00.00 120 Alb 7.53 -8.05 -4.35 1.213+ 1.OEv+1.OEh 60 deg Ml 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -7.64 8.33 100.00 00.00 240 Ala -7.69 -8.25 -4.44 100.00 00.00 120 Alb 7.21 -7.64 -4.17 1.213+ 1.OEv+1.OEh 90 deg Ml 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -7.85 8.52 100.00 00.00 240 Ala -7.65 -8.20 -4.42 100.00 00.00 120 Alb 7.10 -7.50 -4.10 1.213+ 1.OEv+1.OEh 120 deg M1 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -8.05 8.70 100.00 00.00 240 Ala -7.53 -8.05 -4.35 100.00 00.00 120 Alb 7.06 -7.44 -4.07 1.21)+ 1.OEv+1.OEh 180 deg M1 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -8.25 8.88 100.00 00.00 240 Ala -7.22 -7.64 -4.16 100.00 00.00 120 Alb 7.22 -7.64 -4.16 1.213+ 1.OEv+1.OEh 210 deg M1 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -8.20 8.83 100.00 00.00 240 Ala -7.10 -7.50 -4.10 100.00 00.00 120 Alb 7.38 -7.85 -4.26 1.213+ 1.OEv+l.OEh 240 deg M1 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -8.05 8.70 100.00 00.00 240 Ala -7.06 -7.44 -4.07 100.00 00.00 120 Alb 7.53 -8.05 -4.35 Page 15 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL 1.213+ 1.OEv+1.OEh 300 deg M1 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -7.64 8.33 100.00 00.00 240 Ala -7.21 -7.64 -4.17 100.00 00.00 120 Alb 7.69 -8.25 -4.44 1.213+ 1.OEv+1.OEh 330 deg M1 0.00 00.00 1 0.00 43.09 0.00 100.00 00.00 0 Al 0.00 -7.50 8.20 100.00 00.00 240 Ala -7.37 -7.85 -4.26 100.00 00.00 120 Alb 7.65 -8.20 -4.42 0.913-1.OEv+1.OEh Normal M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -7.52 8.22 100.00 00.00 240 Ala -7.59 -8.12 -4.39 100.00 00.00 120 Alb 7.59 -8.12 -4.39 0.913-1.OEv+1.OEh 60 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -7.72 8.40 100.00 00.00 240 Ala -7.75 -8.32 -4.48 100.00 00.00 120 Alb 7.28 -7.72 -4.20 0.913-1.OEv+1.OEh 90 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -7.92 8.59 100.00 00.00 240 Ala -7.71 -8.27 -4.45 100.00 00.00 120 Alb 7.16 -7.57 -4.13 0.913-1.OEv+1.OEh 120 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -8.12 8.77 100.00 00.00 240 Ala -7.60 -8.12 -4.38 100.00 00.00 120 Alb 7.12 -7.52 -4.11 0.913-1.OEv+1.OEh 180 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -8.32 8.95 100.00 00.00 240 Ala -7.28 -7.72 -4.20 100.00 00.00 120 Alb 7.28 -7.72 -4.20 0.913-1.OEv+1.OEh 210 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -8.27 8.90 100.00 00.00 240 Ala -7.16 -7.57 -4.13 100.00 00.00 120 Alb 7.44 -7.92 -4.29 0.913-1.OEv+1.OEh 240 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -8.12 8.77 100.00 00.00 240 Ala -7.12 -7.52 -4.11 100.00 00.00 120 Alb 7.60 -8.12 -4.38 0.913-1.OEv+1.OEh 300 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -7.72 8.40 100.00 00.00 240 Ala -7.28 -7.72 -4.20 100.00 00.00 120 Alb 7.75 -8.32 -4.48 0.913-1.OEv+1.OEh 330 deg M1 0.00 00.00 1 0.00 38.47 0.00 100.00 00.00 0 Al 0.00 -7.57 8.27 100.00 00.00 240 Ala -7.43 -7.92 -4.29 100.00 00.00 120 Alb 7.71 -8.27 -4.45 1.013+ 1.OW Service Normal 0.00 00.00 1 0.00 40.49 -0.36 100.00 00.00 0 Al 0.00 -5.11 5.68 100.00 00.00 240 Ala -8.77 -9.48 -5.23 100.00 00.00 120 Alb 8.77 -9.48 -5.23 1.01)+ 1.OW Service 60 deg 0.00 00.00 1 -0.29 40.66 -0.17 100.00 00.00 0 Al -0.15 -6.65 7.23 100.00 00.00 240 Ala -10.20 -11.02 -5.89 100.00 00.00 120 Alb 6.19 -6.64 -3.74 1.013+ 1.OW Service 90 deg 0.00 00.00 1 -0.34 40.57 0.01 Page 16 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL 100.00 00.00 0 Al -0.18 -8.06 8.71 100.00 00.00 240 Ala -9.86 -10.59 -5.61 100.00 00.00 120 Alb 5.24 -5.53 -3.11 1.013+ 1.OW Service 120 deg 0.00 00.00 1 -0.31 40.49 0.18 100.00 00.00 0 Al -0.15 -9.48 10.21 100.00 00.00 240 Ala -8.92 -9.48 -4.98 100.00 00.00 120 Alb 4.92 -5.11 -2.84 1.01)+ 1.OW Service 180 deg 0.00 00.00 1 0.00 40.66 0.33 100.00 00.00 0 Al 0.00 -11.03 11.79 100.00 00.00 240 Ala -6.33 -6.64 -3.49 100.00 00.00 120 Alb 6.33 -6.64 -3.49 1.01)+ 1.OW Service 210 deg 0.00 00.00 1 0.18 40.57 0.29 100.00 00.00 0 Al 0.07 -10.59 11.35 100.00 00.00 240 Ala -5.31 -5.53 -2.99 100.00 00.00 120 Alb 7.64 -8.06 -4.20 1.01)+ 1.OW Service 240 deg 0.00 00.00 1 0.31 40.49 0.18 100.00 00.00 0 Al 0.15 -9.48 10.21 100.00 00.00 240 Ala -4.92 -5.11 -2.84 100.00 00.00 120 Alb 8.92 -9.48 -4.98 1.013+ 1.OW Service 300 deg 0.00 00.00 1 0.29 40.66 -0.17 100.00 00.00 0 Al 0.15 -6.65 7.23 100.00 00.00 240 Ala -6.19 -6.64 -3.74 100.00 00.00 120 Alb 10.20 -11.02 -5.89 1.013+ 1.OW Service 330 deg 0.00 00.00 1 0.16 40.57 -0.30 100.00 00.00 0 Al 0.07 -5.54 6.10 100.00 00.00 240 Ala -7.46 -8.06 -4.51 100.00 00.00 120 Alb 9.79 -10.59 -5.74 Page 17 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:14 AM Customer: SPRINT NEXTEL Guy Anchor Design Loads Radius(ft) Drop(ft) Azimuth(°) Uplift(kip) Shear(kip) 100.00 0.00 0 37.25 38.58 100.00 0.00 240 37.29 38.57 100.00 0.00 120 37.26 38.57 Maximum Cable Forces Summary Allow Applied Elevation Anchor Tower Tension Tension Use Load Case (ft) Cable Node Node (kip) (kip) % 1.21)+1.OW 60 deg 46.72 7/16 EHS Ala 23b 12.48 6.43 52 1.21)+1.OW 210 deg 83.44 1/2 EHS Al T2b 16.14 7.83 49 1.21)+1.OW 90 deg 113.44 9/16 EHS Ala T3a 21.00 10.88 52 1.21)+1.OW 90 deg 131.61 1/2 EHS Ala 59b 16.14 12.08 75 Maximum Torque Arm Stress Summary Load Case Elevation(ft) Member Type Compression% Tension% 1.213+ l.OW 60 deg 47.00 PL 3 x 0.375 Horiz 9 1.2D+ 1.OW Normal 83.00 C8 x 18.75 Horiz 2 1.2D+ 1.OW Normal 113.00 C8 x 18.75 Horiz 2 1.213+ 1.OW Normal 131.00 PL 3 x 0.375 Horiz 12 Page 18 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:15 AM Customer: SPRINT NEXTEL Deflections and Rotations Elevation Deflection Twist Sway Resultant Load Case (ft) (ft) (deg) (deg) (deg) 155 mph Normal with No Ice 83.44 0.512 0.0173 1.1602 1.1602 155 mph Normal with No Ice 86.72 0.545 0.0243 0.8921 0.8924 155 mph Normal with No Ice 103.39 0.738 0.0127 0.6976 0.6982 155 mph Normal with No Ice 113.44 0.862 -0.0106 1.6725 1.6725 155 mph Normal with No Ice 123.28 0.996 -0.0195 0.8226 0.8233 155 mph Normal with No Ice 125.00 1.019 -0.0213 0.6866 0.6869 155 mph Normal with No Ice 131.61 1.107 -0.0280 0.7645 0.7651 155 mph 60 degree with No Ice 83.44 0.306 0.0180 0.9973 0.9974 155 mph 60 degree with No Ice 86.72 0.324 0.0197 0.6726 0.6726 155 mph 60 degree with No Ice 103.39 0.434 0.0086 0.4000 0.4002 155 mph 60 degree with No Ice 113.44 0.507 0.0004 1.1930 1.1932 155 mph 60 degree with No Ice 123.28 0.589 -0.0190 0.4825 0.4838 155 mph 60 degree with No Ice 125.00 0.603 -0.0227 0.5886 0.5905 155 mph 60 degree with No Ice 131.61 0.658 -0.0236 0.4777 0.4788 155 mph 90 degree with No Ice 83.44 0.446 -0.0543 1.0543 1.0566 155 mph 90 degree with No Ice 86.72 0.475 -0.0525 0.8230 0.8269 155 mph 90 degree with No Ice 103.39 0.642 -0.0759 0.6127 0.6230 155 mph 90 degree with No Ice 113.44 0.752 -0.0913 1.5315 1.5364 155 mph 90 degree with No Ice 123.28 0.872 -0.0942 0.6929 0.7029 155 mph 90 degree with No Ice 125.00 0.894 -0.0971 0.8575 0.8659 155 mph 90 degree with No Ice 131.61 0.974 -0.1150 0.6972 0.7072 155 mph 120 degree with No Ice 83.44 0.510 0.0174 1.1458 1.1458 155 mph 120 degree with No Ice 86.72 0.543 0.0246 0.8973 0.8976 155 mph 120 degree with No Ice 103.39 0.737 0.0145 0.7068 0.7074 155 mph 120 degree with No Ice 113.44 0.864 0.0024 1.6849 1.6849 155 mph 120 degree with No Ice 123.28 1.000 0.0128 0.8013 0.8015 155 mph 120 degree with No Ice 125.00 1.024 0.0104 0.9025 0.9025 155 mph 120 degree with No Ice 131.61 1.115 -0.0226 0.7926 0.7930 155 mph 180 degree with No Ice 83.44 0.308 0.0196 0.9855 0.9856 155 mph 180 degree with No Ice 86.72 0.326 0.0217 0.6692 0.6693 155 mph 180 degree with No Ice 103.39 0.435 0.0124 0.3950 0.3952 155 mph 180 degree with No Ice 113.44 0.506 -0.0157 1.1994 1.1995 155 mph 180 degree with No Ice 123.28 0.587 -0.0194 0.5124 0.5128 155 mph 180 degree with No Ice 125.00 0.600 -0.0200 0.3727 0.3733 155 mph 180 degree with No Ice 131.61 0.653 -0.0222 0.4548 0.4556 155 mph 210 degree with No Ice 83.44 0.447 -0.0621 1.0612 1.0635 155 mph 210 degree with No Ice 86.72 0.476 -0.0799 0.8187 0.8226 155 mph 210 degree with No Ice 103.39 0.643 -0.1143 0.6071 0.6178 155 mph 210 degree with No Ice 113.44 0.752 -0.1158 1.5256 1.5307 155 mph 210 degree with No Ice 123.28 0.870 -0.1415 0.7148 0.7287 155 mph 210 degree with No Ice 125.00 0.891 -0.1420 0.6958 0.7108 155 mph 210 degree with No Ice 131.61 0.969 -0.1220 0.6768 0.6877 155 mph 240 degree with No Ice 83.44 0.510 0.0172 1.1458 1.1458 155 mph 240 degree with No Ice 86.72 0.543 0.0240 0.8984 0.8987 155 mph 240 degree with No Ice 103.39 0.737 -0.0318 0.7071 0.7078 155 mph 240 degree with No Ice 113.44 0.864 -0.0275 1.6850 1.6851 155 mph 240 degree with No Ice 123.28 1.000 -0.0544 0.8032 0.8050 155 mph 240 degree with No Ice 125.00 1.025 -0.0541 0.8993 0.8998 155 mph 240 degree with No Ice 131.61 1.115 -0.0325 0.7926 0.7932 155 mph 300 degree with No Ice 83.44 0.306 0.0212 0.9973 0.9974 155 mph 300 degree with No Ice 86.72 0.324 0.0236 0.6727 0.6728 155 mph 300 degree with No Ice 103.39 0.434 -0.0247 0.3997 0.3999 155 mph 300 degree with No Ice 113.44 0.507 -0.0278 1.1929 1.1929 155 mph 300 degree with No Ice 123.28 0.588 -0.0175 0.4814 0.4814 155 mph 300 degree with No Ice 125.00 0.603 -0.0152 0.5895 0.5895 Page 19 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:15 AM Customer: SPRINT NEXTEL 155 mph 300 degree with No Ice 131.61 0.658 -0.0218 0.4775 0.4780 155 mph 330 degree with No Ice 83.44 0.448 -0.0692 1.0705 1.0727 155 mph 330 degree with No Ice 86.72 0.477 -0.0810 0.8168 0.8207 155 mph 330 degree with No Ice 103.39 0.642 -0.1121 0.6021 0.6122 155 mph 330 degree with No Ice 113.44 0.750 -0.1202 1.5168 1.5216 155 mph 330 degree with No Ice 123.28 0.868 -0.1095 0.7162 0.7241 155 mph 330 degree with No Ice 125.00 0.888 -0.1080 0.6346 0.6437 155 mph 330 degree with No Ice 131.61 0.965 -0.1186 0.6661 0.6759 30 mph Normal with 0.00 in Radial Ice 83.44 0.007 0.0089 0.4955 0.4955 30 mph Normal with 0.00 in Radial Ice 86.72 0.007 0.0065 0.1373 0.1375 30 mph Normal with 0.00 in Radial Ice 103.39 0.009 -0.0039 0.0086 0.0096 30 mph Normal with 0.00 in Radial Ice 113.44 0.010 -0.0088 0.5461 0.5462 30 mph Normal with 0.00 in Radial Ice 123.28 0.012 -0.0057 0.0167 0.0176 30 mph Normal with 0.00 in Radial Ice 125.00 0.012 -0.0053 0.0078 0.0095 30 mph Normal with 0.00 in Radial Ice 131.61 0.014 -0.0042 0.0126 0.0133 30 mph 60 deg with 0.00 in Radial Ice 83.44 0.007 0.0088 0.4992 0.4992 30 mph 60 deg with 0.00 in Radial Ice 86.72 0.007 0.0065 0.1414 0.1415 30 mph 60 deg with 0.00 in Radial Ice 103.39 0.009 -0.0037 0.0096 0.0104 30 mph 60 deg with 0.00 in Radial Ice 113.44 0.011 -0.0084 0.5485 0.5486 30 mph 60 deg with 0.00 in Radial Ice 123.28 0.013 -0.0055 0.0174 0.0184 30 mph 60 deg with 0.00 in Radial Ice 125.00 0.013 -0.0051 0.0158 0.0167 30 mph 60 deg with 0.00 in Radial Ice 131.61 0.014 -0.0041 0.0135 0.0142 30 mph 90 deg with 0.00 in Radial Ice 83.44 0.007 0.0091 0.4987 0.4987 30 mph 90 deg with 0.00 in Radial Ice 86.72 0.007 0.0068 0.1401 0.1403 30 mph 90 deg with 0.00 in Radial Ice 103.39 0.009 -0.0035 0.0094 0.0102 30 mph 90 deg with 0.00 in Radial Ice 113.44 0.010 -0.0081 0.5480 0.5481 30 mph 90 deg with 0.00 in Radial Ice 123.28 0.012 -0.0052 0.0162 0.0172 30 mph 90 deg with 0.00 in Radial Ice 125.00 0.013 -0.0048 0.0178 0.0185 30 mph 90 deg with 0.00 in Radial Ice 131.61 0.014 -0.0037 0.0128 0.0134 30 mph 120 deg with 0.00 in Radial Ice 83.44 0.007 0.0089 0.4960 0.4960 30 mph 120 deg with 0.00 in Radial Ice 86.72 0.007 0.0065 0.1373 0.1375 30 mph 120 deg with 0.00 in Radial Ice 103.39 0.009 -0.0037 0.0087 0.0097 30 mph 120 deg with 0.00 in Radial Ice 113.44 0.010 -0.0085 0.5461 0.5461 30 mph 120 deg with 0.00 in Radial Ice 123.28 0.012 -0.0055 0.0158 0.0168 30 mph 120 deg with 0.00 in Radial Ice 125.00 0.013 -0.0051 0.0159 0.0168 30 mph 120 deg with 0.00 in Radial Ice 131.61 0.014 -0.0041 0.0133 0.0140 30 mph 180 deg with 0.00 in Radial Ice 83.44 0.007 0.0088 0.4987 0.4987 30 mph 180 deg with 0.00 in Radial Ice 86.72 0.007 0.0065 0.1413 0.1414 30 mph 180 deg with 0.00 in Radial Ice 103.39 0.009 -0.0040 0.0095 0.0103 30 mph 180 deg with 0.00 in Radial Ice 113.44 0.011 -0.0089 0.5487 0.5488 30 mph 180 deg with 0.00 in Radial Ice 123.28 0.013 -0.0058 0.0186 0.0195 30 mph 180 deg with 0.00 in Radial Ice 125.00 0.013 -0.0053 0.0075 0.0093 30 mph 180 deg with 0.00 in Radial Ice 131.61 0.014 -0.0042 0.0128 0.0135 30 mph 210 deg with 0.00 in Radial Ice 83.44 0.007 0.0091 0.4981 0.4982 30 mph 210 deg with 0.00 in Radial Ice 86.72 0.007 0.0068 0.1400 0.1401 30 mph 210 deg with 0.00 in Radial Ice 103.39 0.009 -0.0040 0.0092 0.0101 30 mph 210 deg with 0.00 in Radial Ice 113.44 0.010 -0.0089 0.5482 0.5483 30 mph 210 deg with 0.00 in Radial Ice 123.28 0.012 -0.0057 0.0176 0.0185 30 mph 210 deg with 0.00 in Radial Ice 125.00 0.013 -0.0052 0.0112 0.0123 30 mph 210 deg with 0.00 in Radial Ice 131.61 0.014 -0.0039 0.0121 0.0127 30 mph 240 deg with 0.00 in Radial Ice 83.44 0.007 0.0089 0.4958 0.4959 30 mph 240 deg with 0.00 in Radial Ice 86.72 0.007 0.0065 0.1374 0.1376 30 mph 240 deg with 0.00 in Radial Ice 103.39 0.009 -0.0043 0.0087 0.0097 30 mph 240 deg with 0.00 in Radial Ice 113.44 0.010 -0.0094 0.5459 0.5460 30 mph 240 deg with 0.00 in Radial Ice 123.28 0.012 -0.0060 0.0153 0.0163 30 mph 240 deg with 0.00 in Radial Ice 125.00 0.013 -0.0056 0.0155 0.0164 30 mph 240 deg with 0.00 in Radial Ice 131.61 0.014 -0.0043 0.0134 0.0140 30 mph 300 deg with 0.00 in Radial Ice 83.44 0.007 0.0088 0.4992 0.4992 30 mph 300 deg with 0.00 in Radial Ice 86.72 0.007 0.0065 0.1414 0.1415 30 mph 300 deg with 0.00 in Radial Ice 103.39 0.009 -0.0042 0.0096 0.0104 30 mph 300 deg with 0.00 in Radial Ice 113.44 0.011 -0.0093 0.5485 0.5486 30 mph 300 deg with 0.00 in Radial Ice 123.28 0.013 -0.0060 0.0173 0.0183 Page 20 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. 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Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:15 AM Customer: SPRINT NEXTEL 30 mph 300 deg with 0.00 in Radial Ice 125.00 0.013 -0.0055 0.0152 0.0161 30 mph 300 deg with 0.00 in Radial Ice 131.61 0.014 -0.0043 0.0136 0.0143 30 mph 330 deg with 0.00 in Radial Ice 83.44 0.007 0.0091 0.4984 0.4985 30 mph 330 deg with 0.00 in Radial Ice 86.72 0.007 0.0068 0.1401 0.1402 30 mph 330 deg with 0.00 in Radial Ice 103.39 0.009 -0.0039 0.0093 0.0101 30 mph 330 deg with 0.00 in Radial Ice 113.44 0.010 -0.0088 0.5481 0.5482 30 mph 330 deg with 0.00 in Radial Ice 123.28 0.012 -0.0056 0.0171 0.0181 30 mph 330 deg with 0.00 in Radial Ice 125.00 0.013 -0.0051 0.0109 0.0121 30 mph 330 deg with 0.00 in Radial Ice 131.61 0.014 -0.0039 0.0122 0.0128 Seismic Normal M1 83.44 0.003 0.0089 0.4241 0.4241 Seismic Normal M1 86.72 0.003 0.0067 0.1188 0.1190 Seismic Normal M1 103.39 0.006 -0.0037 0.0110 0.0117 Seismic Normal M1 113.44 0.008 -0.0089 0.4867 0.4868 Seismic Normal M1 123.28 0.010 -0.0050 0.0178 0.0185 Seismic Normal M1 125.00 0.010 -0.0045 0.0152 0.0158 Seismic Normal M1 131.61 0.012 -0.0032 0.0152 0.0156 Seismic 60 deg M1 83.44 0.003 0.0089 0.4240 0.4241 Seismic 60 deg M1 86.72 0.003 0.0066 0.1224 0.1226 Seismic 60 deg M1 103.39 0.006 -0.0036 0.0115 0.0121 Seismic 60 deg M1 113.44 0.008 -0.0088 0.4864 0.4865 Seismic 60 deg M1 123.28 0.010 -0.0049 0.0193 0.0199 Seismic 60 deg M1 125.00 0.010 -0.0044 0.0150 0.0157 Seismic 60 deg M1 131.61 0.012 -0.0031 0.0153 0.0156 Seismic 90 deg M1 83.44 0.003 0.0089 0.4240 0.4241 Seismic 90 deg M1 86.72 0.003 0.0067 0.1213 0.1215 Seismic 90 deg M1 103.39 0.006 -0.0036 0.0114 0.0121 Seismic 90 deg M1 113.44 0.008 -0.0088 0.4866 0.4867 Seismic 90 deg M1 123.28 0.010 -0.0049 0.0186 0.0193 Seismic 90 deg M1 125.00 0.010 -0.0044 0.0154 0.0161 Seismic 90 deg M1 131.61 0.012 -0.0031 0.0145 0.0149 Seismic 120 deg M1 83.44 0.003 0.0089 0.4241 0.4242 Seismic 120 deg M1 86.72 0.003 0.0067 0.1188 0.1190 Seismic 120 deg M1 103.39 0.006 -0.0036 0.0110 0.0117 Seismic 120 deg M1 113.44 0.008 -0.0088 0.4867 0.4868 Seismic 120 deg M1 123.28 0.010 -0.0049 0.0178 0.0185 Seismic 120 deg M1 125.00 0.010 -0.0044 0.0152 0.0158 Seismic 120 deg M1 131.61 0.012 -0.0031 0.0152 0.0156 Seismic 180 deg M1 83.44 0.003 0.0089 0.4240 0.4241 Seismic 180 deg M1 86.72 0.003 0.0066 0.1224 0.1226 Seismic 180 deg M1 103.39 0.006 -0.0037 0.0115 0.0121 Seismic 180 deg M1 113.44 0.008 -0.0090 0.4864 0.4865 Seismic 180 deg M1 123.28 0.010 -0.0050 0.0193 0.0199 Seismic 180 deg M1 125.00 0.010 -0.0045 0.0150 0.0157 Seismic 180 deg M1 131.61 0.012 -0.0031 0.0153 0.0156 Seismic 210 deg M1 83.44 0.003 0.0089 0.4240 0.4241 Seismic 210 deg M1 86.72 0.003 0.0067 0.1213 0.1215 Seismic 210 deg M1 103.39 0.006 -0.0038 0.0114 0.0121 Seismic 210 deg M1 113.44 0.008 -0.0091 0.4866 0.4867 Seismic 210 deg M1 123.28 0.010 -0.0051 0.0186 0.0193 Seismic 210 deg M1 125.00 0.010 -0.0045 0.0154 0.0161 Seismic 210 deg M1 131.61 0.012 -0.0031 0.0145 0.0149 Seismic 240 deg M1 83.44 0.003 0.0089 0.4241 0.4242 Seismic 240 deg M1 86.72 0.003 0.0067 0.1188 0.1190 Seismic 240 deg M1 103.39 0.006 -0.0038 0.0110 0.0117 Seismic 240 deg M1 113.44 0.008 -0.0091 0.4867 0.4868 Seismic 240 deg M1 123.28 0.010 -0.0051 0.0178 0.0185 Seismic 240 deg M1 125.00 0.010 -0.0046 0.0152 0.0158 Seismic 240 deg M1 131.61 0.012 -0.0032 0.0152 0.0156 Seismic 300 deg M1 83.44 0.003 0.0089 0.4240 0.4241 Seismic 300 deg M1 86.72 0.003 0.0066 0.1224 0.1226 Seismic 300 deg M1 103.39 0.006 -0.0038 0.0115 0.0121 Seismic 300 deg M1 113.44 0.008 -0.0091 0.4864 0.4865 Page 21 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:15 AM Customer: SPRINT NEXTEL Seismic 300 deg M1 123.28 0.010 -0.0051 0.0193 0.0199 Seismic 300 deg M1 125.00 0.010 -0.0046 0.0150 0.0157 Seismic 300 deg M1 131.61 0.012 -0.0032 0.0153 0.0156 Seismic 330 deg M1 83.44 0.003 0.0089 0.4240 0.4241 Seismic 330 deg M1 86.72 0.003 0.0067 0.1213 0.1215 Seismic 330 deg M1 103.39 0.006 -0.0038 0.0114 0.0121 Seismic 330 deg M1 113.44 0.008 -0.0090 0.4866 0.4867 Seismic 330 deg M1 123.28 0.010 -0.0051 0.0186 0.0193 Seismic 330 deg M1 125.00 0.010 -0.0046 0.0154 0.0161 Seismic 330 deg M1 131.61 0.012 -0.0032 0.0145 0.0149 Seismic(Reduced DL) Normal M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL) Normal M1 86.72 0.003 0.0061 0.1196 0.1198 Seismic(Reduced DL) Normal M1 103.39 0.006 -0.0033 0.0110 0.0115 Seismic(Reduced DL) Normal M1 113.44 0.008 -0.0081 0.4913 0.4913 Seismic(Reduced DL) Normal M1 123.28 0.010 -0.0050 0.0177 0.0183 Seismic(Reduced DL) Normal M1 125.00 0.010 -0.0045 0.0152 0.0158 Seismic(Reduced DL) Normal M1 131.61 0.012 -0.0037 0.0151 0.0155 Seismic(Reduced DL)60 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL)60 deg M1 86.72 0.003 0.0061 0.1233 0.1234 Seismic(Reduced DL)60 deg M1 103.39 0.006 -0.0033 0.0115 0.0120 Seismic(Reduced DL)60 deg M1 113.44 0.008 -0.0080 0.4910 0.4911 Seismic(Reduced DL)60 deg M1 123.28 0.010 -0.0048 0.0193 0.0199 Seismic(Reduced DL)60 deg M1 125.00 0.010 -0.0044 0.0149 0.0156 Seismic(Reduced DL)60 deg M1 131.61 0.012 -0.0036 0.0152 0.0156 Seismic(Reduced DL)90 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL)90 deg M1 86.72 0.003 0.0061 0.1221 0.1223 Seismic(Reduced DL)90 deg M1 103.39 0.006 -0.0033 0.0114 0.0119 Seismic(Reduced DL)90 deg M1 113.44 0.008 -0.0080 0.4912 0.4913 Seismic(Reduced DL)90 deg M1 123.28 0.010 -0.0048 0.0187 0.0193 Seismic(Reduced DL)90 deg M1 125.00 0.010 -0.0044 0.0153 0.0160 Seismic(Reduced DL)90 deg M1 131.61 0.012 -0.0036 0.0144 0.0149 Seismic(Reduced DL) 120 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL) 120 deg M1 86.72 0.003 0.0061 0.1196 0.1198 Seismic(Reduced DL) 120 deg M1 103.39 0.006 -0.0033 0.0110 0.0115 Seismic(Reduced DL) 120 deg M1 113.44 0.008 -0.0080 0.4913 0.4914 Seismic(Reduced DL) 120 deg M1 123.28 0.010 -0.0048 0.0177 0.0183 Seismic(Reduced DL) 120 deg M1 125.00 0.010 -0.0044 0.0152 0.0158 Seismic(Reduced DL) 120 deg M1 131.61 0.012 -0.0036 0.0151 0.0155 Seismic(Reduced DL) 180 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL) 180 deg M1 86.72 0.003 0.0061 0.1233 0.1234 Seismic(Reduced DL) 180 deg M1 103.39 0.006 -0.0034 0.0115 0.0120 Seismic(Reduced DL) 180 deg M1 113.44 0.008 -0.0082 0.4910 0.4911 Seismic(Reduced DL) 180 deg M1 123.28 0.010 -0.0049 0.0193 0.0199 Seismic(Reduced DL) 180 deg M1 125.00 0.010 -0.0045 0.0149 0.0156 Seismic(Reduced DL) 180 deg M1 131.61 0.012 -0.0036 0.0152 0.0156 Seismic(Reduced DL)210 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL)210 deg M1 86.72 0.003 0.0061 0.1221 0.1223 Seismic(Reduced DL)210 deg M1 103.39 0.006 -0.0034 0.0114 0.0119 Seismic(Reduced DL)210 deg M1 113.44 0.008 -0.0083 0.4912 0.4913 Seismic(Reduced DL)210 deg M1 123.28 0.010 -0.0050 0.0187 0.0193 Seismic(Reduced DL)210 deg M1 125.00 0.010 -0.0046 0.0153 0.0160 Seismic(Reduced DL)210 deg M1 131.61 0.012 -0.0036 0.0144 0.0149 Seismic(Reduced DL)240 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL)240 deg M1 86.72 0.003 0.0061 0.1196 0.1198 Seismic(Reduced DL)240 deg M1 103.39 0.006 -0.0035 0.0110 0.0115 Seismic(Reduced DL)240 deg M1 113.44 0.008 -0.0083 0.4913 0.4914 Seismic(Reduced DL)240 deg M1 123.28 0.010 -0.0051 0.0177 0.0183 Seismic(Reduced DL)240 deg M1 125.00 0.010 -0.0046 0.0152 0.0158 Seismic(Reduced DL)240 deg M1 131.61 0.012 -0.0037 0.0151 0.0155 Seismic(Reduced DL)300 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL)300 deg M1 86.72 0.003 0.0061 0.1233 0.1234 Seismic(Reduced DL)300 deg M1 103.39 0.006 -0.0035 0.0115 0.0120 Page 22 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:15 AM Customer: SPRINT NEXTEL Seismic(Reduced DL)300 deg M1 113.44 0.008 -0.0083 0.4910 0.4911 Seismic(Reduced DL)300 deg M1 123.28 0.010 -0.0051 0.0193 0.0199 Seismic(Reduced DL)300 deg M1 125.00 0.010 -0.0046 0.0149 0.0156 Seismic(Reduced DL)300 deg M1 131.61 0.012 -0.0037 0.0152 0.0156 Seismic(Reduced DL)330 deg M1 83.44 0.003 0.0082 0.4273 0.4274 Seismic(Reduced DL)330 deg M1 86.72 0.003 0.0061 0.1221 0.1223 Seismic(Reduced DL)330 deg M1 103.39 0.006 -0.0034 0.0114 0.0119 Seismic(Reduced DL)330 deg M1 113.44 0.008 -0.0082 0.4912 0.4913 Seismic(Reduced DL)330 deg M1 123.28 0.010 -0.0050 0.0187 0.0193 Seismic(Reduced DL)330 deg M1 125.00 0.010 -0.0046 0.0153 0.0160 Seismic(Reduced DL)330 deg M1 131.61 0.012 -0.0037 0.0144 0.0149 Serviceability-60 mph Wind Normal 83.44 0.023 0.0089 0.4540 0.4541 Serviceability-60 mph Wind Normal 86.72 0.024 0.0067 0.1394 0.1396 Serviceability-60 mph Wind Normal 103.39 0.032 -0.0042 0.0316 0.0321 Serviceability-60 mph Wind Normal 113.44 0.038 -0.0085 0.5197 0.5197 Serviceability-60 mph Wind Normal 123.28 0.045 -0.0059 0.0522 0.0527 Serviceability-60 mph Wind Normal 125.00 0.047 -0.0055 0.0318 0.0322 Serviceability-60 mph Wind Normal 131.61 0.051 -0.0042 0.0439 0.0442 Serviceability-60 mph Wind 60 deg 83.44 0.028 0.0085 0.4660 0.4660 Serviceability-60 mph Wind 60 deg 86.72 0.030 0.0063 0.1606 0.1607 Serviceability-60 mph Wind 60 deg 103.39 0.040 -0.0037 0.0402 0.0405 Serviceability-60 mph Wind 60 deg 113.44 0.047 -0.0079 0.5323 0.5324 Serviceability-60 mph Wind 60 deg 123.28 0.056 -0.0058 0.0566 0.0570 Serviceability-60 mph Wind 60 deg 125.00 0.058 -0.0055 0.0693 0.0697 Serviceability-60 mph Wind 60 deg 131.61 0.064 -0.0044 0.0536 0.0539 Serviceability-60 mph Wind 90 deg 83.44 0.026 0.0133 0.4643 0.4645 Serviceability-60 mph Wind 90 deg 86.72 0.027 0.0111 0.1536 0.1539 Serviceability-60 mph Wind 90 deg 103.39 0.037 0.0018 0.0369 0.0369 Serviceability-60 mph Wind 90 deg 113.44 0.043 -0.0009 0.5271 0.5272 Serviceability-60 mph Wind 90 deg 123.28 0.051 0.0013 0.0522 0.0522 Serviceability-60 mph Wind 90 deg 125.00 0.053 0.0016 0.0753 0.0753 Serviceability-60 mph Wind 90 deg 131.61 0.058 0.0028 0.0511 0.0511 Serviceability-60 mph Wind 120 deg 83.44 0.023 0.0089 0.4561 0.4562 Serviceability-60 mph Wind 120 deg 86.72 0.024 0.0067 0.1395 0.1397 Serviceability-60 mph Wind 120 deg 103.39 0.032 -0.0033 0.0321 0.0326 Serviceability-60 mph Wind 120 deg 113.44 0.038 -0.0074 0.5196 0.5196 Serviceability-60 mph Wind 120 deg 123.28 0.045 -0.0049 0.0481 0.0483 Serviceability-60 mph Wind 120 deg 125.00 0.047 -0.0046 0.0644 0.0646 Serviceability-60 mph Wind 120 deg 131.61 0.052 -0.0038 0.0470 0.0472 Serviceability-60 mph Wind 180 deg 83.44 0.028 0.0084 0.4639 0.4640 Serviceability-60 mph Wind 180 deg 86.72 0.030 0.0062 0.1603 0.1604 Serviceability-60 mph Wind 180 deg 103.39 0.041 -0.0054 0.0399 0.0403 Serviceability-60 mph Wind 180 deg 113.44 0.048 -0.0096 0.5331 0.5331 Serviceability-60 mph Wind 180 deg 123.28 0.056 -0.0069 0.0616 0.0620 Serviceability-60 mph Wind 180 deg 125.00 0.058 -0.0065 0.0371 0.0378 Serviceability-60 mph Wind 180 deg 131.61 0.063 -0.0049 0.0508 0.0511 Serviceability-60 mph Wind 210 deg 83.44 0.026 0.0133 0.4620 0.4622 Serviceability-60 mph Wind 210 deg 86.72 0.027 0.0111 0.1531 0.1534 Serviceability-60 mph Wind 210 deg 103.39 0.037 0.0018 0.0363 0.0363 Serviceability-60 mph Wind 210 deg 113.44 0.043 -0.0037 0.5281 0.5281 Serviceability-60 mph Wind 210 deg 123.28 0.051 0.0011 0.0572 0.0572 Serviceability-60 mph Wind 210 deg 125.00 0.052 0.0014 0.0473 0.0473 Serviceability-60 mph Wind 210 deg 131.61 0.058 0.0028 0.0478 0.0479 Serviceability-60 mph Wind 240 deg 83.44 0.023 0.0089 0.4555 0.4556 Serviceability-60 mph Wind 240 deg 86.72 0.024 0.0067 0.1399 0.1401 Serviceability-60 mph Wind 240 deg 103.39 0.032 -0.0057 0.0321 0.0326 Serviceability-60 mph Wind 240 deg 113.44 0.038 -0.0105 0.5189 0.5190 Serviceability-60 mph Wind 240 deg 123.28 0.045 -0.0073 0.0486 0.0491 Serviceability-60 mph Wind 240 deg 125.00 0.047 -0.0067 0.0633 0.0635 Serviceability-60 mph Wind 240 deg 131.61 0.052 -0.0047 0.0471 0.0473 Serviceability-60 mph Wind 300 deg 83.44 0.028 0.0085 0.4660 0.4660 Serviceability-60 mph Wind 300 deg 86.72 0.030 0.0063 0.1606 0.1607 Page 23 Site Number: 5120 Code: ANSI/TIA-222-H ©2007-2021 by ATC IP LLC. All rights reserved. Site Name: Strazzula, FL Engineering Number: 13348398_C3_04 6/9/2021 10:10:15 AM Customer: SPRINT NEXTEL Serviceability-60 mph Wind 300 deg 103.39 0.040 -0.0060 0.0402 0.0406 Serviceability-60 mph Wind 300 deg 113.44 0.047 -0.0105 0.5323 0.5324 Serviceability-60 mph Wind 300 deg 123.28 0.056 -0.0074 0.0564 0.0568 Serviceability-60 mph Wind 300 deg 125.00 0.058 -0.0069 0.0691 0.0693 Serviceability-60 mph Wind 300 deg 131.61 0.064 -0.0053 0.0536 0.0539 Serviceability-60 mph Wind 330 deg 83.44 0.026 0.0133 0.4630 0.4632 Serviceability-60 mph Wind 330 deg 86.72 0.027 0.0111 0.1533 0.1536 Serviceability-60 mph Wind 330 deg 103.39 0.037 0.0018 0.0364 0.0364 Serviceability-60 mph Wind 330 deg 113.44 0.043 -0.0030 0.5277 0.5277 Serviceability-60 mph Wind 330 deg 123.28 0.051 0.0015 0.0563 0.0563 Serviceability-60 mph Wind 330 deg 125.00 0.052 0.0018 0.0489 0.0489 Serviceability-60 mph Wind 330 deg 131.61 0.058 0.0028 0.0482 0.0482 Maximum Reactions Summary Anchor Group UpLift Shear Base 85.16 1.92 Al 37.29 38.58 Page 24