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STRUCTURAL ANALYSIS REPORT 1
SCANNED BY St. Lucie County AmERICASY TOVMR* C 0 R P 6 R A T 1 0 N Structural Analysis Report structure : 200 ft duyed Tower ATC Site Name : Relay Tower, I'L ATC Site Number : 5080 Engineering Number : OAA697703 . C3_05 Proposed Carrier : AT&T Mobility Carrier Site Name : River Park Carrier Site Number : N/A Site Location : 1480 Dyer Rd Port Saint Lucie, FL 34952-2861 27.324500,-80.311200 County : St Lucie Date : May 12,2017 Max Usage : 108% K. 4,q Result \GEN z No. 772 8 .-Prepared By: Reviewed By: Annika A. Venning, E.I. 1;: -0 S OF Structural Engineer I z 0 COA: 9053 ATC Tower Servim LLC- 35DO Regency Parkway, Suite 200- Cary, NC27518 -919468-0122 Office - 919-466-5414 Fax -www.arericantower.corn A, AMEMCANTOWM" CORPORATION Table of Cont6nts Introduction........................................................................................... SupportingDocuments ......................................................................... Analysis.................................................................................................. Conclusion.............................................................................................. Existing and Reserved Equipment ......................................................... Equipment to be Removed ..................................................................... ProposedEquipment ............................................................................. Structure Usages .................................................................................... Foundations........................................................................................... Deflection, Twist, and Sway ................................................................... Standard Conditions .............................................................................. Calculations.... Eng. Number CAA697703C3_05 May 12, 2017 2 2 1 2 3 3 3 4 Attached ATCTcwerSeMces 11C- 3500 Regency Parkway, Suite 100 -Cary, NC27518-919468-0112 Office -919466-5414 Fax- www.americantower.com r -, Introduction AMEI FAI Eng. Number OAA697703_C3_05 May 12, 2017 Page I The purpose of this report is to summarize results of a structural analysis performed on the 200 ft guyed tower to reflect the change in loading by AT&T Mobility. Supporting Documents TowerDrawings BC1 Wireless Mapping, dated July 16,2005 Foundation Drawing Broadcast Components, Inc. Foundation Mapping, dated July 28,2005 Geotechnical Report Universal Engineering Sciences Project #1958&-001-01, dated November24, 1997 Modifications ATC Engineering #7312387S, dated October 03,2005 ATC Engineering #40642236, dated September 25, 2007 ATC Engineering #43651732, dated January 11, 2010 Analysi 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 Virind Speed: 124 mph (3-Second Gust, VASD), 160 mph (3-Second Gust, VuLT) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/T]A-222-G / 2012 IBC / 5th Ed. (2014) Florida Building Code Structure Class: I I Exposure Category: C Topographic Category: I Spectral Response: Ss = 0.05, S, = 0.03 Site Class: I D - Stiff Soil Conclusion Based on the analysis results, the structure does not meet the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report after the modifications listed below are completed: E) Reinforce Diagonals from 140'-150' 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. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, INC 27518 - 919A68-0112 Office - 919-466-5414 Fax - vnivyvannericantmer.com Eng. Number CAA697703C305 May 12, 2017 Page 2 Existing and Reserved Equipmen Elevation'(ft) QtV Antenna MountType lines Carrier Mount I RAD 190.0 190.0 6 Ericsson RRUS 11 (Band 12) (55 1b) Sector Frames (12) 15/8" Coax (2) 0.76" 8 AWG 6 (1) 0.39" FiberTrunk AT&T Mobility 171.0 171.0 9 Decibel DB848H90E-XY Sector Frames (9) 15/8" Coax Sprint Nextel 161.0 161.0 3 CSS X7-665-4 Sector Frames (12) 15/8" Coax Verizon 3 CSS AXP19-60-2 150.0 151.0 3 RFS APXV9ERR18-C Sector Frames (3) 0.21" Cat Se (3) 0.87" Fiber (3) 11/4" Hybriflex (1) 1" Conduit Sprint Nextel 3 Ericsson RRUS-11 80OMHz 3 Ericsson RRUS 31 B25 9 RFS ACU-A20-N 3 Argus LLPX31OR-V4 Nolda FWHR 127.0 127.0 3 7ii-TekTA-819-10V-39B Sector Frames (6) 11/4" Coax Gogo 3 Til-TekTA-819-10H-39B 1 09.0 1090 109.0 Til I-Tek TA-819-10V-39B Sector Frames (6) 11/4" Coax 3 Tifl-TekTA-819-101-1-39B 4 0 2.0 42.0 1 6'Yagi Leg (1) 3/8" Coax Equipment to be Removed Elevati n' (ft) QJtV Antenna MountType Lines Carrier Mount I RAD 190.0 190.0 3 Kathrein 800 10765 (2) 3/8" Coax AT&T Mobility 2 Kathrein 800-10122 / APW17- 880/1940/088D/ADT/)0( 4 Kathrein 742-265 4 RFS ATM19801712-0 2 RFS ATM192012B-0 6 Triasx: DBC0037F1VI-I 12 Kathrein 860 10025 Proposed Equipment Elevation, (ft) City Antenna MountType Lines Carrier Mount I RAD 190.0 190.0 9 Commscope SBN HH-1D8SB (72.9") Sector Frames (4) 0.88" 8 AWG 6 (1) 0.39" Fiber Trunk AT&T Mobility 2 Raycap DC6-48-60-18-8F (20.1" Height) 6 Ericsson RRUS 32 B2 '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). Bundle proposed coax alongside existing AT&T Mobility coax. ATC Tower Serykes LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919468-0112 Office - 919-466-5414 Fax - www.annericantower.com A AMERICANTOWER' �.. �... x �.. Structure Usages Eng. Number CAA697703005 May 12, 2017 Page 3 Structural Component Controlling Usage Pass/Fail Legs 94Y. Pass Diagonals 108V. Fail Horizontals 68% Pass Guys 80% Pass Foundations Reaction Component Analysis Reactions % of Usage Base Axial (kips) 185.0 94% Ancho� 1 Uplift (kips) 15.9 40% Anchor 1 Shear (kips) MA 26% Anchor 2 Uplift (kips) 66.0 99% Anchor 2 Shear (kips) 69.5 16% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation Ante�nna Carrier Deflection Twist Sway (ft) (ft) (Rotation) Ericsson RRUS 32 B2 Raycap DC6-48-60-18-8F 190.0 (20.1" Height) AT&T Mobility 0.102 0.010 0.031 Commscope SBNHH-1D85B (72.9") Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC-3500 Regency Parkway, Suite 200- Cary, NC27518-919A68-0112 Office -91946&S414 Fax -www.annericantower.corn JUNE ....... �. 6. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structue itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. 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. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their cap�city has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all.services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. 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 we supply. ATCTou,ea-SeMc�s LLC - 3500 Regency Parkway, Suite 100- Cary, NC 27518 - 919-46"112 Office - 919A66-5414 Fax -www.americantower.corn 2DD.00 TRUE Sect 14 185.00 190.03 Sect 12 118D.00 Sect 11 150.(Yi Sect 10 I4O.Oo 92007-2017byATCIPLLC, AH rights reserved. US EHS @ 185.3 Loads: 124 mph no ice IWA Site Class: D, Ss: 0.05 SI: 0.03 60 mph Serviceability K, Iry K N -11V ' 1.1,W, I IA F: WO Seat e 60.01) Sect 5 40.01) Sect 4 25.01) Sect 3 10.00 2Z Smi 2 IQ EHIS JT - 12% 510 Job Information - Tower: 5080 Locition Relay Tower, FL Code: ANS11TIA422-G Shape Triangle . Base Width : 4.00 It Client: AT&T MOBILITY - I CHN36ksl ClOxIS.3 CHN 36 lost C10 x 16.3 2 GOD 50 ksl GOD 6XSXO.312S SAE 36'ksl 1.6X1.SXO.I87S 3 GOD 60 ksl GODI 6X6XO.3126 SAE 36 Ind 2X2XO.25 4 GOD 36 ksi 60D 4X4XO.376 SAE 36 ksl I.6X1.6XO.26 6 GOD 36 ks] 60D 4X4XO.2k. SAE 36 kal I.SXI.SXO.126 6 60D 60 ksl 60D 4X4XO.26 SAE 36 kal 1.75XI.75XO.1876 7 60D 60 ksl 60D 4X4XO.26. SAE 36 kal I.6XI.6XO.I2S 8 60D 60 kal 60D 4X4XO.25 SAE 36 ksl 1.76XI.75XO.1876 - 9-11 60D 60 lost GOD 3.6X3.SXO.2S SAE 36 ksl 1.76XI.76XO.1876 12 GOD 50 ksi GOD 3X3XO.376 SAE 36 ksl 1.76XI.7GXO.187S 13 60D 60 kal GOD 4X4XO.2S . SAE 36 ksi 2X2XO.1 875 SAE 36 ksi 3X3XO.25 14 SOD 60 ksl 60D 4X4XO.26 SAE 36 kal 2X2XO.1876 SAE 36 ksi 1.76XI.75XG.1876 . Discrete Appurtenance Elev (ft) Type Qty Description 190.00 Mounting Frame 3 Flat Light Sector Frame 190.00 Panel 9 Commscopo SBNHH-1D86B (72.1 190.00 6 Ericsson RRUS 11 (Band 12) (65 190.00 2 Raycaj� DC6-418-60�118-81F (20.111 190.00 6 Ericsson RRUS 32 B2 186.00 Other 1 Torque Arms 171 " Mounting Frame 3 Flat Light Sector Frame 171 :OO.Panol 9 Decibel DB848H9OE-XY 161.00 Panel 3 CSS X7-666-4 161.00 Panel 3 CSS AXP19-60.2 161.00 Mounting Frame 3 Flat Light Sector Frame 160.00 Mounting Frame 3 Sector Frame 160.00 Panel 3 RFS APXV9ERR18LC 160.00 3 Ericsson RRUS-11 800 MHz 160.00 Panel 3 Ericsson RRUS 31 B26 160.00 9 RPS ACU-A20-N 160.00 Panel 3 Argue LLPX31OR-V4 160.00 3 Nokia FWHR 127.00 Pan - at 3 Til-TekTA-819-lOV49B 127.00 Panel 3 Til-Tok TA.819-IOH.39B 127.00 Mounting Frame 3 Sector Frame 109.00 Panel 3 'Til-Tek TA-819-IOV-39B 109.00 Panel 3 Til-TekTA-819-ICH-39B 109.00 Mounting Frame 3 ' Sector Frame Linear Appurtenance EIGV (ft) ,From To city Description 10.00 190.00 12 1618" Coax 10.00 190.00 4 0.88" 8 AWG 6 10.00 190.00 2 0.76" 8 AWG 6 10.00 190.00 1 0.39 :: Fiber Trunk 10.00 190.00 1 0.3 Fiber Trunk N.. 10.00 171.00, 6 1 618" Coax 10.00 171.00 3 10.00 161.00 1 1 618" Coax Waveguide 10.00 161.00 12 1 6/8" Coax R; 114R: 189.0 10.00 150.00 1 1" Conduit 0.00 150.00 3 .00 160.00 .3 11/4" Hybrlflex 0.87" Fiber . 10.00 160.00 3 0.21'! Cat So 10.00 127.00 1 Waveguldo Tower :� A50111SOJITI Location Relay Tower, FL Code N A-222-G Shape Triangle Bass Width : 4.00 It 02007-2017byATCIPLLC. A#rfghtsresemed. Client: AT&T MOBILITY 10.00 127.00 6 1114" Coax 10.00 109.00 6 11/4" Coax I'MOc EU A.0 Tower: 5080 Location : Relay Tower, IFL Code: ANSINIA-2224 Shape: Triangle 02007-2017byArCIPLLC. All rights reserved. Client; AT&T MOBILITY Guy Anchor E Radius (ft) Drop (ft) Azimuth 149.00 0.00 147.00 1.00 240 160.00 2.00 120 157.00 -1.00 0 Base Width : 4.00 ft Loads It (kip) Shear 15.87 34.36 16.84 34.34 16.29 34.31 65.97 69.48 SiteNumbor: 5080 Code: ANS11TIA-222.G 02007-2017byATCIPLLC. All rights reserTed. Site Name: Relay Tower, Fl. Engineering Number; OAA697703�_CaL(15 5/12/2017 11:58:17 AM Customer: AT&T MOBILITY Analysis Parameters Location: ST LUCIE County, FL Height (ft): 200 Code: ANSIMA-222-G Base Elevation (it): 0.00 Shape: Triangle Bottom Face Width (ft): 4.00 Tower Manufacturer: Mapped Top Face Width (it): 4.00 TowerTypo: Guyed Ice & Wind Parameters Structure Class: 11 Design Windspeed Without Ice: 124 mph Exposure Category: C Design Windspeed With fee: 0 mph Topographic Category: I Operational Windspeed: 60 mph Crest Height: 0.0 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 (soc): 0.56 TL(sec): 12 p: 1.3 C': 0.030 ss: 0.055 S': 0.028 C" Max: 0.032 F�: 1.600 Fv: 2.400 C,, Min: 0.030 Sd.: 0.059 Sdl: 0.045 1.2D + 1.6W Normal 1.2D + 1.6W 60 deg 1.2D + 1.6W 90 deg 1.21) + 1.6W 120 deg 1.2D + 1.6W 180 deg 1.21) + 1.6W 210 deg 1.2D + 1.6W 240 deg 1.2D + 1.6W 300 deg 1.2D + 1.6W 330 deg (1.2 + 0.2Sds) - DL + E Normal (1.2 + 0.2Sds) * DL + E 60 deg (1.2 + 0.2Sds) - DL + E 90 deg (1.2 + 0.2Sds) * DL + E 120 deg (1.2 + 0.2Sds) * DL + E 180 deg (1.2 + 0.2Sds) - DL + E 210 deg 0.2 + 0.2Sds) * DL + E 240 deg (1.2 + 0.2Sds) - DL + E 300 deg (1.2 + 0.2Sds) * DL + E 330 deg (0.9 .0.2Sds) * DL + E Normal (0.9 - 0.2Sds) * DL + E 60 deg (0-9 - 0.2Sds) * OL + E 90 deg Load Cases 124 mph Normal to Face with No Ice 124 mph 60 degree with No Ice 124 mph 90 degree with No Ice 124 mph 120 degree with No Ice 124 mph 180 degree with No Ice 124 mph 210 degree with No Ice 124 mph 240 degree with No Ice 124 mph 300 degree with No Ice 124 mph 330 degree with No Ice Seismic Normal Seismic 60 deg Seismic 90 deg Seismic 120 deg Seismic 180 deg Seismic 210 deg Seismic 240 deg Seismic 300 deg Seismic 330 deg Seismic (Reduced DL) Normal Seismic (Reduced DL) 60 dog Seismic (Reduced DL) 90 deg Page 1 Site Number: 5080 Code: ANSIIT[A-222-G &)2007-2017byATC1PLLC. All lights reselved. Site Name: Relay Tower, FL Engineering Number: OAA697703C305 511212017 11:58:17 AM Customer: AT&T MOBILITY Analysis Parameters (0.9 - 0.28ds) * DL + E 120 deg Seismic (Reduced DL) 120 deg (0.9 - 0.2Sds) * DL + E 180 deg Seismic (Reduced DL) 180 deg (0.9 - 0.2Sc1s) * DIL + E 210 deg Seismic (Reduced DL) 210 deg (0.9 - 0.2Sds) * DIL + E 240 deg Seismic (Reduced DL) 240 deg (0.9 - 0.2Sds) * DL + E 300 deg Seismic (Reduced DL) 300 deg (0.9 - 0.2Sc1s) * DL + E 330 deg Seismic (Reduced DL) 330 deg 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Noma] 1.0D + 1.OW Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.OW Service 90 deg Serviceability - 60 mph Wind 90 deg 11.01) + 1.OW Service 120 deg Sorvi6eability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.OD + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.01) + 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: 5080 Code: ANSI/TIA-222.G 02007-2017byATCIPLLC. AlhighisreseNed. Site Name: Relay Tower, FL Engineering Number: OAA697703C305 5112/2017 11:58:17 AM Customer: AT&T MOBILITY Tower Loading Discrete A[murtenance Firwerties; 1.213 + 1.6W Elevation Description Qty Wt. EPA Length Width Depth K. Orient. Vert. Mu % F� (WL) P.(DL) (Ift) (lb) (sf) (ft) (in) (in) Factor Ecc4ft) (lb-ft) (psf) (lb) (lb) 190.0 Ericsson RRUS 11 6 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.0 48.47 399 475 190.0 Ericsson RRUS 32 B2 6 53 2.7 0.6 5.9 2.4 0.80 0.50 0.0 0.0 48.47 434 458 190.0 Raycap DCG-48-60- 2 16 3.0 1.7 18.2 6.4 0.80 0.50 0.0 0.0 48.47 161 46 190.0 Commscope SI3NHH- 9 42 8.2 6.1 11.8 7.1 0.80 0.69 0.0 0.0 48.47 2685 546 190.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 48.47 1779 1728 186.0 Torque Arms 1 500 15.0 0;0 0.0 0.0 1.00 1.00 0.0 0.0 48.20 983. 720 171.0 Decibel DB848H90E- 9 28 8.4 8.0 6.5 8.0 0.80 0.93 0.0 0.0 47.41, 3609 363 171.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.76 0.67 0.0 0.0 47.41 1740 1728 161.0 CSS AXP1 9-60-2 3 is 4.9 5.8 6.7 4.1 0.80 0.71 0.0 0.0 46.81 527 65 161.0 CSS X7-6664 3 27 8.4 6.0 12.6 7.0 0.80 0.68 0.0 0.0 46.81 874 118 161.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 46.81 1718 1728 150.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.6 0.80 0.60 1.0 31.7 46.18 32 13 150.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.66 1.0 77.6 46.18 78 114 160.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.60 1.0 122.1 46.18 122 242 150.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.56 1.0 189.9 46.18 190 233 160.0 Argus LLPX31GR-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.73 1.0 473.2 46.18 473 124 160.0 RFS APXV9ERR18-C 3 so 8.0 6.0 11.8 7.0 0.80 0.83 1.0 1003.4 46.18 1003 216 150.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 46.12 1362 1296 127.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 ".63 1472 1296 127.0 Til-Tek TA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 44.53 1642 406 127.0 Til-Tek TA-819-1 OV- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 44.53 2092 462 109.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.76 0.0 0.0 43.12 1425 1296 109.0 TII-Tek TA-819-101-1- 3 94 16.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 43.12 1590 406 109.0 TII-Tek TA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 43.12 2026 462 42.00 S'Yagi 1 25 8.9 6.0 60.0 3.0 1.00 1.00 0.0 0.0 35.28 429 36 Totals - 94 10124 812.0 Discrete, AoDurtenanceProcierties; COD + COW Service Elevation Description (ft) Qty Wt. (lb) EPA (at) Length Width (ft) (in) Depth (in) K. Orient Factor Vert. Ecc4ft) M� (lb-ft) Q. (psf) F.(WL) (lb) P.(DL) (lb) 190.0 Ericsson RRUS 11 6 65 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.0 11.35 58 330 190.0 Ericsson RRUS 32 B2 6 53 2.7 0.6 5.9 2.4 0.80 0.50 0.0 0.0 11.35 63 318 190.0 Raycap, DCS-48-60- 2 16 3.0 1.7 18.2 6.4 0.80 0.60 0.0 0.0 11.35 24 32 190.0 Commscope SBNHH- 9 42 8.2 6.1 11.8 7.1 0.80 0.69 0.0 0.0 11.35 393 379 190.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.35 260 1200 185.0 Torque Arms I Soo 16.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 11.29 144 500 171.0 Decibel DB848H90E- 9 28 8.4 8.0 6.5 8.0 0.80 0.93 0.0 0.0 11.10 528 262 171.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.10 255 1200 161.0 CSS AXPI 9-60-2 3 is 4.9 6.8 6.7 4.1 0.80 0.71 0.0 0.0 10.96 77 45 161.0 CSS X7-665-4 3 27 8.4 6.0 12.6 7.0 0.80 0.68 0.0 0.0 10.96 128 82 161.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.76 0.67 0.0 0.0 10.96 261 1200 160.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.6 0.80 0.50 1.0 4.6 10.81 5 9 150.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.60 1.0 11.4 10.81 11 80 150.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 1.0 17.9 10.81 18 168 150.0 Ericsson RRUS-11 3 54 2.i 1.4 17.8 9.2 0.80 0.60 1.0 27.8 10.81 28 162 150.0 Argus LLPX31OR-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.73 1.0 69.2 10.81 69 86 160.0 RFS APXV9ERR1 8-C 3 50 8.0 6.0 11.8 7.0 0.80 0.83 1.0 146.8 10.81 147 150 150.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 10.80 199 Soo 127.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.75 0.0 0.0 10.43 215 900 127.0 TII-Tek TA-819-10H- 3 94 16.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 10.43 240 282 127.0 Til-TekTA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 10.43 306 321 Page 3 Site Number: 5080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA6977O3C3_05 5112/2017 11:58:17 AM Customer., AT&T MOBILITY Tower Loadin 109.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.10 209 900 109.0 TII-TekTA-819-101-1- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 10.10 233 282 109.0 Til-Tek TA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 10.10 296 321 42.00 6'Yagi 1 25 8.9 6.0 60.0 3.0 1.00 1.00 0.0 0.0 8.26 63 26 Totals 94 10124 812.0 Page 4 Site Number: 6080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. AllfightsmseNed Site Name: Relay Tower, FL Engineering Number: OAA697703C306 5/12/2017 11:58:17 AM Customer: AT&T MOBILITY Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description City (in) (IbIft) InBlock Faces Arrangement Dia (in) Zone (in) Factor Override 10.00 190.0 0.39" Fiber Trunk 1 0.39 0.07 0 Lin App Individual 0.00 N 1.00 1.00 0.01 10.00 190.0 0.39" Fiber Trunk 1 0.39 0.07 o Lin App Individual 0.00 N 1.00 1.00 0.01 10.00 190.0 0.76" 8 AWG 6 2 0.76 0.53 So Lin App Block 0.00 N 0.00 1.00 0.00 10.00 190.0 0.88" 8 AWG 6 4 0.88 0.68 0 Lin App Cluster 1.76 N 0.00 1.00 0.00 10.00 190.0 15/81, coax 12 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 171.0 1518" Coax 3 1.98 1.04 0 2 Individual 0.00 N 1.00 1.00 0.00 10.00 171.0 16/8" Coax 6 1.98 1.04 33 1 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 1 5/8" Coax 12 1.98 1.04 60 2 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 Waveguide, 1 1.60 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 150.0 0.21 " Cat 5e 3 0.21 0.02 0 1 Individual 0.00 N 1.00 1.00 0.01 10.00 160.0 0.87" Fiber 3 0.87 0.68 0 1 Individual 0.00 N 1.00 1.00 0.01 10.00 160.0 1 1/4" Hybriflex 3 1.54 1.00 67 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 150.0 1" Conduit 1 1.30 1.68 0 1 Individual 0.00 N 1.00 1.00 0.00 10.00 127.0 1 1/4" Coax 6 1.65 0.63 So Lin App Block 0.00 N 0.00 1.00 0.00 10.00 127.0 Waveguide 1 1.60 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 109.0 1 1/4" Coax 6 1.65 0.63 60 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 42.00 318" Coax 1 0.44 0.08 0 3 Individual 0.00 N 1.00 1.00 0.00 Page 6 0 NS[MA-222-G AA697703C�-05 Section Forces 02007-211UP1711YATC IP LLC. \I- LoadCase 1.2D + 1.6W Normal 124 mph Normal to Face with No Ice Gust Response Factor (Gh): 0.85 Wind importance Factor (1w) : 1.00 5/12J2017 11:58:17 AM Section Elev. q Af Ar Ice A, o C, , Of Or Tu A. EPA. EPAi Wt. Ice WL F, F. Force (ft) (psf) (sf) (5f) (sf) (in) (6f)_ (sf) (sf) (1b) (1b) (lb) (113) Vb) - 16 '198.1 48.90 - 3.03 0.00 0.00 0.19 2.64 1.00 1,00 -0.0 3.03 0-00 0-00 120 0 633 0 533 14 190.6 48.51 14.25 0.00 0.00 0.29 2.32 -1.00 1.00 o.o 14.26 4.67 0.00 746 0 2178 250 2428 13 182.5 48.06 7.22 0.00 .0.00 0.33 2.21 `1.00 1.00 0.0 7.22 4.67 0.00 471 1"9 0 0 10'" 2863 2AS 1505 1292 4369 12 170.0 47.35 17.17 0.00 0.00 0.20 2.59 1.00 1-00 0-0 17.17 28.89 0.00 0.00 935 0 1504 1548 3052 11 155.0 46." 9.40 0.00 0.00 0.22 2.53 1.00 1.00 0.0 9.40 28.75 1016 0 1483 1721 3204 10,145.0 46.79 9.40 0.00 0.00 0.22 2.63 11.00 1.00 0.0 9.40 35.10 0.00 0 3261 3577 6828 9 130.0 44.75 22.12 0.00 0.00 0.26 2.41 1.00 coo 0.0 22.12 23.76 73.79 83.94 0.00 0.00 2269 2620 0 3303 , 4019 7322 8 110.0 43.20 23.75 0.00 0.00 0.27 2.37 11.00 1.00 0.0 22.72 88.20 0.00 2405 0 3073 4068 7141 7 90.00 41.42 22.72 0.00 0.00 0.26 2.40 1.00 1.00 0.0 0 2946 3859 6805 6 70.00 39.28 23.08 0.00 0.00 0.27 2.39 `1.00 1.00 0.0 23.08 88.20 0.00 2657 6 60.00 36.60 21.74 0.00 0.00 0.25 2." 1.00 1.00 0.0 21.74 88.27 0.00 2405 0 2634 3598 6232 4 32.60 33.42 14.64 0.00 0.00 0.22 2.52 1.00 1.00 0.0 14.64 66.70 0.00 2017 o 1665 2480 4145 3 17.60 29.34 18.49 0.00 0.00 0.28 2.35 1.00 1.00 0-0 18.49 66.70 0.00 2162 0 1736 2177 3913 2 6.00 28.44 9.23 0.00 0.00 0.26 2.40 1.00 1.00 0-0 9.23 0.00 0.00 444 0 859 0 859 1 1.00 28.44 7.73 0.00 0.00 1.00 2.10 1.00 1-00 0.0 7.73 0.00 0.00 389 0 628 0 460 21903 0 58583 Section Force Exceeds Solidity Ratio Criteria LoadCase 1-2D + 1.6W 60 deg. Gust Response Factor (Gh): 0.85 Wind importance Factor (1w): 1.00 section Elev. q (ft) (Psf) 16 198.1 48 90 14 190.6 48.51 13 182.5 48106 12 170.0 47.36 1111 155.0 46.44 10 145.0 46.79 9 130.0 " . 75 8 110.0 43.20 7 90.00 41.42 6 70.00 39.28 6 50.00 36.60 4 32.50 33.42 3 17.50 29.34 2 6.00 28.44 1 1.00 28-44 124 mph 60 degree with No Ice A, A, IceA, e C, D, D, T, (sf) (so (sf) (in) 3.03 14.25 7.22 17.17 9.40 9.40 22.12 23.75 22.72 23.08 21.74 14.54 18.49 9.23 7.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -- = Section Force Exceeds Solidity Ratio Criteria LoadCase 1.2D + 1.6W 90 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w) : 1 .00 Section Elev. q A, Ar (ft) (psf) (sf) (sf) 14 IRR 1 411.90 3.03 0. 0.19 2.64 0.29 2.32 0.33 2.21 0.20 2.59 0.22 2.53 0.22 2.53 0.26 2.41 0.27 2.37 0.26 2.40 0.27 2.39 0.25 2.44 0.22 2.52 0.28 2.35 0.26 2.40 1.00 2AO A. EPA, EPA, Wt. Ice Wt (sf) (sf) (sf) (1b) (1b) 0.80 1.00 0.0 2.43 0.80 1.00 0.0 11.40 0.80 1.00 0.0 5.78 0.80 1.00 0.0 13.74 0.80 1.00 0.0 7.52 0.80 1.00 0.0 7.52 0.80 1.00 0.0 17.70 0.80 1.00 0.0 19.00 0.80 1.00 0.0 18.17 0.80 1.00 0.0 18.47 0.80 1.00 0.0 17.39 0.80 1.00 0.0 11.63 o.8o i.00 0.0 14-79 0.80 1.00 0.0 7.39 0.80 1.00 0.0 6.18 124 mph 90 IceAr 0 Cf D, Or Tut v '. (sf) (in)/ (sq 0.00 0.19 page 6 0.00 4.67 4.67 28.89 28.75 35.10 73.79 83.94 88.20 88.20 88.27 66.70 66.70 0.00 0.00 EPA, (SO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120 746 471 1449 935 1016 2269 2520 444 389 0 .0 0 F, F, Force (1b)/ (1b) (1b) "' 1186 Z2601 0 2643 0 2458 0 2357 0 2107 0 -1332 0 1389 0 687 0 502 21903 0 No Ice - EPk, Wt. Ice Wt (sq (1b) (III) 0.00 120 0 0 426 250 1992 248 1083 1505 '3796 1648 2752 1721 2908 3577 6178 4019 6661 4068 6527 3859 6216 3598 5705 2480 3812 2177 3566 0 687 0 460 52769 F.t F,, Force (1b) (lb) (1b) ----------- 4 . 53 0 453 0 site Number- 5080 Code: ANSIMA-222-G 02007-201IDy, Site Name' Rallay Tower, FL Engineering Number:' OAA697703_C3_05 5/12/2017 11.- customer. AT&T moBILITY SeCUOh ForcOS 14 190-6 48-51 14.25 0.00 0.00 0.29 2.32 0.85 1.00 0.0 12.12 4.67 0.00 746 0 11851 250 2101 13 182.5 48-06 7.22 0.00 0.00 0.33 2.21 0.85 1.00 0.0 6.14 4.67 0.00 471 0 887 248 1135 12 1170-0 47.36 17.17 0.00 0.00 0.20 2.59 0.86 1.00 ().0 14.60 28.89 0.00 1449 0 2434 1505 3939 11 155.0 46.44 9.40 0.00 0.00 0.22 2.53 0.86 1.ffo 0.0 7.99 28.76 0.00 935 0 1278 1548 2827 10 .145.0 45.79 9.40 0.00 0.00 0.22 2.53 0.85 1.00 0.0 7.99 35.10 0.00 1016 0 1261 1721 2982 9 -130.0 44-75 22.12 0-00 0.00 0.26 2.41 0.85 1.00 0.0 18.81 73.79 0.00 2269 0 2763 3677 6340 * 110.0 43.20 23.75 0-00 0.00 0.27- 2.37 0.85 1.00 0.0 20.19 83.94 0.00 2520 0 2808 4019 6826 * 90.00 41.42 22.72 0-00 0.00 0.26 2.40 0.85 1.00 0-0 19.31 88.20 0.00 2405 0 2612 4068 6681 r, 70.00 39.28 23.08 0-00 0.00 0.27 2.39 0.85 1.00 0.0- 19.62 88.20 0.00 2557 0 2504 3859 6363 5 50.00 36.60 21.74 0-00 0.00 0.25 2.44 0.85 1.00 0.0 18.48 88.27 0.00 2405 0 2239 3698 5837 4 32.50'33.42 14.54 0.00 0.00 0.22 2.52 0.86 1.00 0.0 12.36 -66.70- 0.00 2017 0 1415 2480 3896 3 17.50 29.34 18.49 0.00 0.00 0.28 2.35 0.8S 1.00 0.0 15.71 66.70 0.00 2162 0 1475 2177 3653 2 6.00 28.44 9.23 0.00 0.00 0.26 2.40 0.85 1.00 0.0 7.85 0.00 0.00 444 0 730 0 730 1 1.00 28.44 7.73 0.00 0.00 1.00 2.10 0.85 1.00 0.0 6.57 0.00 0.00 389 0 634 0 460 Section Form Exceeds Solidity Ratio Criteria 21903 0 54223 LoadCase 1.2D + 1.6W 120 deg 124 mph 120 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (IW) : 1.00 Section Elev. A, Ar fee A r a C, or or T, A� EPA� EPA�j Wt Ice WIL F� F� Force (ft) (Psf) (sf) (so (sf) (in) (sf) (sf) (so (lb) (lb) (lb) (1b) (lb) - 15 198A 48-90 3.03 0.00 0.00 0.19 2.64 1.00 1.00 0.0 3.03 0.00 0.00 120 0 533 0 533 14 190.6 48.51 14.25 0.00 0.00 0.29 2.32 1.00 1.00 '0.0 14.25 4.67 0.00 746 - 0 2178 250 2428 13 `1132.5 48.06 7.22 0.00 0.00 0.33 2.21 1.00 1.00 0.0 7.22 4.67 0.00 471 0 1044 248 1292 12 `170.0 47.35 `17.17 0.00 0.00 0.20 2.59 1.00 1.00 0.0 17.17 28.89 0.00 1449 0 2863 1505 4369 11 155.0 46." 9.40 0.00 0.00 0.22 2.53 1.00 1.00 0.0 9.40 28.76 0.00 935 0 1504 1548 3052 10 `145.0 45.79 9.40 0.00 0.00 0.22 2.53 1.00 1.00 0.0 9.40 36.10 0.00 1016 0 1483 1721 3204 9 130.0 44.75 22.12 0.00 0.00 0.26 2.41 1.00 1.00 0.0 22.12 73.79 0.00 2269 0 3251 3577 6828 8 `110.0 43.20 23.75 0.00 0.00 0.27 2.37 f.00 1.00 0.0 23.75 83.94 0.00 2520 0 3303 4019 7322 7 90.00 41.42 2Z.72 0.00 0.00 0.26 2.40 1.00 1.00 0.0 22.72 88.20 0.00 2405 0 3073 4068 7141 16 70.00 39.28 23-08 0.00 0.00 0.27 2.39 1.00 1.00 0.0 23.08 .88.20 0.00 2557 0 2946 3859 6805 5 60.00 36'.bo " 174 `14\ 0.00 .0.00 0.25 2.44 1.00 1.00 0.0 21.74 88.27 0.00 240S 0 2634 3598 6232 4 32.60 33.42 0.00 0.00 0.22 2.52 1.00 1.00 0.0 14.64 66.70 0.00 2017 0 1665 2480 4145 3 jj40 29.34 i84t, 2 6.00 2B." 9. 0.00 0.00 0.28 2.35 1.00 1.00 0.0 18.49. 66.70 0.00 2162 0 1736 2177 3913 28.44 7.73 0.00 0.00 0.26 2.40 1.00 1.00 0.0 9.23 0.00 0.00 4" 0 859 0 859 i J.00 \00 0.00 1.00 2.10 1.00 1.00 0.0 7.73 0.00 0.00 389 0 628 a 460 Section Force Exceeds Soliditi� 21903 0 Criteria 58583 LoadCase 11.2D + JAW 1180 deg 124 mph.1 80 degree with No Ice Gust Response Factor (Gh): 0.86 Wind importance Factor (IW): 1.00 section Elev. Ck Af Ar 'C\e,)A,O of D, TU A. EPk " EPA,, Wt. Ice VVt F., F. Force (ft) (psf) (sf) (sf) (S (in) (sf) (so (SO (lb) (lb) (lb) (lb) (lb) 15 193A 43-su 4.U4 0.00 0.00 0.19 '980 -0 14 190.6 48.61 `14.25 0.00 0.00 0.29 2.32 1 00 ;�O i'lle 00 2.43 0.00 0.00 120 0 426 426 13 182.5 48.06 7.22 0.00 0.00 0.33 2.21 0, . �kl 1.00 0' .0 IIAO 4.67 0.00 746 0 1742 250 1992 12 170.0 47.36 17-1? 0.00 0.00 0.20 2.59 0.80 �.Og 0.0 5.78 4.67 0.00 471 0 835 248 1083 1i J55.0 46.44 9-40 0.00 0.00 0.22 2.53 0.80 '110 00 13.74 28.89 0.00 1"9 0 2291 1505 3796 10 `146.0 46.79 9.40 0.00 0.00 0.22 2.53 0.80 I.M 0" .0 7.62 28.75 0.00 935 0 1203 1548 2752 9 130.0 "'76 22.12 0.00 0.00 0.26 2.41 0-80 I-Od 0.0 7.52 35.10 0.00 1016 0 1186 1721 2908 8 iIO.C) 43.20 23.75 0.00 0.00 0.27 2.37 0.80 1.00 0.0 17.70 73.79 0.00 2269 0 2601 3577 6178 7 9000 41.42 22.72 000 0.00 0.26 2.40 0.80 1.00 0.0 0.0 19.()0 83.94 0.00 2520 0 2643 4019 6661 6 ROD 39.28 23.08 0:00 0.00 0.27 2.39 0.80 1.00 0.0 18.17 '1847 88.20 0.00 2405 0 2458 4068 6527 5 60.00 36.60 21.74 0.00 0.00 US 2.44 0.80 1.00 o.0 88.20 0.00 2557 0 2357 3859 6216 17'39 88.27 0.00 2405 0 2107 3598 5705 Page 7 Site Number: 6080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. All fights msemed. Site Name: Relay Tower, FL Engineering Number: OAA6977O3-C3LOS 5/12/2017 11:58:17 AM Customer: AT&TMOBILITY Section Forces 4 32.50 33.42 14.54 0.00 0.00 0.22 2.52 0.80 1.00 0.0 11.63 66.70 0.00 2017 0 1332 2480 3812 3 17.50 29.34 18.49 0.00 0.00 0.28 2.35 0.80 1.00 0.0 14.79 66.70 0.00 2162 0 1389 2177 3566 2 6.00 28." 9.23 0.00 0.00 0.26 2.40 0.80 1.00 0.0 7.39 0.00 0.00 444 0 687 0 687 1 1.00 28.44 7.73 0.00 0.00 1.00 2.10 0.80 1.00 0.0 6.18 0.00 0.00 389 0 502 0 460 Section Force Exceeds Solidity Ratio Criteria 21903 0 52769 LoadCase 1.2D + 1.6W 210 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w) : 1.00 124 mph 210 degree with No Ice Section Elov. q A, A, Ice A, 9 Cf Df Dr T� A. EP& EPk WL Ice Wt. F., F� Force (ft) (Pat) ISO ISO (so (in) (sf) (SO (SO - (lb) (lb) (lb) (lb) (lb) 15 198.1 48.90 3.03 0.00 0.00 0.19 2.64 0.85 1.00 0.0 2.58 0.00 0.00 120 0 463 0 453 14 190.6 48.51 14.25 0.00 0.00 0.29 2.32 0.86 1.00 0.0 12.12 4.67 '0.00 746 0 1851 250 2101 13 .182.5 48.06 7.22 0.00 0.00 0.33 2.21 0.85 1.00 0.0 6.14 4.67 0.00 471 0 887 248 1135 12 170.0 47.35 17.17 0.00 0.00 0.20 2.519 0.85 1.00 0.0 14.60 28.89 0.00 1"9 0 2434 1505 3939 11 155.0 46." 9.40 0.00 0.00 0.22 2.53 0.86 1.00 0.0 7.99 28.75 0.00 935 0 1278 1548 2827 10 145.0 45.79 9.40 0.00 0.00 0.22 2.53 0.85 1.00 0.0 7.99 35.10 0.00 1016 0 1261 1721 2982 9 130.0 44.75 22.12 0.00 0.00 0.26 2.41 0.85 1.00 0.0 18.81 73.79 0.00 2269 0 2763 3577 6340 8 110.0 43.20 23.75 0.00 0.00 0.27 2.37 0.85 1.00 0.0 20.19 83.94 0.00 2520 0 2808 4019 6826 7 90.00 41.42 22.72 0.00 0.00 0.26 2.40 0.85 1.00 0.0 19.31 b8.20 0.00 2405 0 2612 4066 6681 6 70.00 39.28 23.08 0.00 '0.00 017 2.39 0.85 1.00 0.0 19.62 88.20 0.00 2557 0 2504 3859 6363 5 50.00 36.60 21.74 0.00 0.00 0.25 2." 0.85 1.00 0.0 18.48 88.27 0.00 U05 0 2239 3598 5837 4 32.50 33.42 14.54 0.00 0.00 0.22 2.52 0.85 1.00 0.0 12.36 66.70 0.00 2017 0 1415 2480 3896 3 17.50 29.34 18.49 0.00 0.00 0.28 2.35 0.85 1.00 0.0 15.71 66.70 0.00 2162 0 1475 2177 3653 2 6.00 28.44 9.23 0.00 0.00 0.26 2.40 0.85 1.00 0.0 7.85 0.00 0.00 444 0 730 a 730 1 1.00 28." 7.73 0.00 0.00 1.00 2.10 0.85 1.00 0.0 6.57 0.00 0.00 389 0 534 0 460 Section Form Exceeds Solidity Ratio Criteria 21903 0 54223 LoadCase 1.2D + 1.6W 240 deg 124 mph 240 degree with No Ice Gust Response Factor (Gh): o.8s Wind Importance Factor (1w) : 1.00 Section Elov. q (ft) (Psf) At ISO Ar (SO Ice A r (SO 0 C, D, D, T, (in) A. (sf) EPA, (SO EPA,, ISO Wt. (lb) Ice Wt (lb) F, (lb) F. (lb) - Force (lb) 15 198.1 48.90 3.03 0.00 0.00 0.19 2.64 1.00 1.00 0.0 3.03 0.00 0.00 120 0 533 0 533 14 190.6 48.51 14.25 0.00 0.00 0.29 2.32 1.00 1.00 0.0 14.25 4.67 0.00 746 0 2178 250 2428 13 182.5 48.06 7.22 0.00 0.00 0.33 2.21 1.00 1.00 0.0 7.22 4.67 0.00 471 0 1044 248 1292 12 170.0 47.35 17.17 0.00 0.00 0.20 2.59 1.00 1.00 0.0 17.17 28.89 0.00 1"9 0 2863 1505 4369 11 155.0 46.44 9.40 0.00 0.00 0.22 2.53 1.60 1.00 0.0 9.40 28.75 0.00 . 936 0 1604 1548 3052 10 145.0 45.79 9.40 0.00 0.00 0.22 2.53 1.00 1.00 0.0 9.40 35.10 0.00 1016 0 1483 1721 3204 9 130.0 44.75 22.12 0.00 0.00 0.26 2.41 1.00 1.00 0.0 22.12 73.79 0.00 2269 0 3251 3577 6828 8 110.0 43.20 23.76 0.00 0.00 0.27 2.37 1.00 1.00 0.0 23.75 83.94 0.00 2520 0 3303 4019 7322 7 90.00 41.42 22.72 0.00 0.00 0.26 2.40 1.00 1.00 0.0 22.72 88.20 0.00 2405 0 3073 4068 7141 6 70.00 39.28 23.08 0.00 0.00 0.27 2.39 1.00 1.00 0.0 23.08 88.20 0.00 2657 0 2946 3859 6805 5 50.00 36.60 21.74 0.00 0.00 0.25 2." 1.00 1.00 0.0 21.74 88.27 0.00 2405 0 2634 3598 6232 4 32.50 33.42 14.54 0.00 0.00 0.22 2.52 11.00 1.00 0.0 14.54 66.70 0.00 2017 0 1665 2480 4145 3 17.50 29.34 18.49 0.00 0.00 0.28 2.36 1.00 1.60 0.0 18.49 66.70 0.00 - 2162 0 -1736-2177-3913 2 6.00 28.44 9.23 0.00 0.00 0.26 2.40 1.00 1.00 0.0 9.23 0.00 0.00 444 0 859 0 859 1 1.00 28.44 7.73 0.00 0.00 1.00 2.10 1.00 1.00 0.0 7.73 0.00 0.00 389 0 628 0 460 ** = Section Force Exceeds Solidity Ratio Criteria 21903 0 58583 Page 8 Site Number: 5080 Code: ANSI/TIA-222.G 02007-2017byATCIPLLC. Alldghtsresewed. Site Name: Relay Tower, FL Engineering Number: OAAS97703�_C3L_05 5/12/2017 11:58:17 AM Customer: AT&TMOBILITY Section Forces LoadCase 1.2D + 1.6W 300 deg 124 mph 300 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w) : 1.00 Section Elov. q Af Ar Ice Ar e Cf Df D, Tk A. EPA, EPAi Wt. Ice Wt. F, F� Force (Ift) (Pso (SO (so (SO , I (in) (sQ (sf) (sf) (lb) (lb) (lb) (lb) (lb) 15 198.1 48.90 3.03 0.00 0.00 0.19 2.64 0.80 1.00 0.0 2.43 0.00 0.00 120 0 426 0 426 14 190.6 48.51 14.25 0.00 0.00 0.29 2.32 0.80 1.00 0.0 11.40 4.67 0.00 746 0 1742 250 1992 13 182.5 48.06 7.22 0.00 0.00 0.33 2.21 0.80 1.00 0.0 5.78 4.67 0.00 471 0 836 248 1083 12 170.0 47.35 17.17 0.00 0.00 0.20 2.69 0.80 1.00 0.0 13.74 28.89 0.00 1"9 0 2291 1605 3796 11 155.0 46." 9.40 0.00 0.00 0.22 2.53 0.80 1.00 0.0 7.52 28.75 0.00 935 0 1203 1 W 2752 10 145.0 45.79 9.40 0.00 0.00 0.22 2.53 0.80 1.00 0.0 7.52 35.10 0. dO 1016 0 1186 1721 2908 9 130.0 44.75 22.12 0.00 0.00 0.26 2.41 0.80 1.00 0.0 17.70 73.79 0.00 2269 0 2601 3577 6178 8 110.0 43.20 23.75 0.00 0.00 0.27 2.37 0.80 1.00 0.0 19.00 83.94 0.00 2520 0 2643 4019 6661 7 90.00 41.42 22.72 0.00 0.00 0.26 2.40 0.80 1.00 0.0 18.17 88.20 0.00 2405 0 2458 4068 6627 6 70.00 39.28 23.08 0.00 0.00 0.27 2.39 0.80 1.00 0.0 18.47 81i.20 0.00 2557 0 2357 3869 6216 5 50.00 36.60 21.74 0.00 0.00 0.26 2.44 0.80 1.00 0.0 17.39 88.27 0.00 2405 0 2107 3698 6705 4 32.50 33.42 14.54 0.00 0.00 0.22 2.52 0.80 1.00 0.0 11.63 66.70 0.00 2017 0 1332 2480 .3612 3 17.50 29.34 18.49 0.00 0.00 0.28 2.35 0.80 1.00 0.0 14.79 66.70 0.00 2162 0 1389 2177 3566 2 6.00 28.44 9.23 0.00 0.00 0.26 2.40 0.80 1.00 0.0 7.39 0.00 0.00 444 0 687 0 687 1 1.00 28." 7.73 0.00 0.00 1.00 2.10 0.80 1.00 0.0 6.18 0.00 0.00 389 0 502 0 460 Section Force Exceeds Solidity Ratio Criteria 21903 0 52769 LoadCase 1.2D + 1.6W 330 deg 124 mph 330 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w): 1.00 Section Elov. q A, Ar IceA. a Cf of Dr T& A. EPA, EPA, Wt. Ice Wt. F, F. Force (Ift) (Psq (at) (at) (at) (in) (at) (SO (sf) (lb) (lb)' (lb) (lb) (lb) 16 198.1 48.90 3.03 0.00 0.00 0.19 2.64 0.85 1.00 0.0 2.58 0.00 0.00 120 0 453 0 453 14 190.6 40.51 14.25 0.00 0.00 0.29 2.32 0.85 1.00 0.0 12.12 4.67 0.00 746 0 1851 250 2101 13 182.5 48.06 7.22 0.00 0.00 0.33 2.21 0.85 1.00 0.0 6.14 4.67 0.00 471 0 887 248 1135 12 170.0 47.35 17.17 0.00 0.00 0.20 2.59 0.85 1.00 0.0 14.60 28.89 0.00 1"9 0 2434 1505 3939 11 155.0 46." 9.40 0.00 0.00 0.22 2.53 0.85 1.00 0.0 7.99 28.75 0.00 935 0 1278 1548 2827 10 145.0 45.79 9.40 0.00 0.00 0.22 2.63 0.85 1.00 0.0 7.99 35.10 0.00 1016 0 1261 1721 2982 9 130.0 44.75 22.12 0.00 0.00 0.26 2.41 0.85 1.00 0.0 18.81 73.79 0.00 2269 0 2763 3577 6340 8 110.0 43.20 23.75 0.00 0.00 O�27 2.37 0.85 1.00 0.0 20.19 83.94 0.00 2520 0 2808 4019 6826 7 90.00 41.42 22.72 0.00 0.00 0.26 2.40 0.85 1.00 0.0 19.31 88.20 0.00 2405 0 2612 4068 6681 6 70.00 39.28 23.08 0.00 0.00 0.27 2.39 0.86 1.00 0.0 19.62 88.20 0.00 2657 0 2504 3859 6363 5 60.00 36.60 21.74 0.00 0.00 0.25 2.44 0.85 1.00 0.0 .18A8 88.27 0.00 2405 0 2239 3598 5837 4 32.50 33.42 14.54 0.00 0.00 0.22 2.52 0.85 1.00 0.0 12.36 66.70 0.00 2017 0 1415 2480 3896 3 17.50 29.34 18.49 0.00 0.00 0.28 2.36 0.85 1.00 0.0 15.71 66.70 0.00 2162 0 1475 2177 3653 2 6.00 28." 9.23 0.00 0.00 0.26 2.40 0.85 1.00 0.0 7.85 0.00 0.00 444 0 730 0 730 1 1.00 28.44 7.73 0.00 0.00 1.00 2.10 0.85 1.00 0.0 6.57 0.00 0.00 389 0 534 0 460 Section Force ExceedsSolldity Ratio Criteria 21903 0 54223 Pago 9 CL U, z < 0 S E 0 c () w L: L: E E 0 = m E z z 0 U) 0 LL a 0 Lu cs C; C; C; C; cs C; C; CL E U� OR rl� ri C� Ci Ci Ci r 0 LLI w Cd Cd w w w w R r': Lq �t N"NNN-- Rc� C! 0000�=000066666 N nmm m:; N� 41 Lq It ll� W % 4 N . � � . N"NNN"M" N= E 0 z a; C; C; c; ci d c; C; cs C; C; c; 6 CD ci m R C! R R R R C! a! R R R R C! C! R w 0 C� Ci cl tl: 0 u 1; m 1 1 NNN""', + 0 0 LL LL 4) 0 0 u 0 'It Cl C! R Q� F,: IT -: F,% Cl Iq G� OR CR IR r — �Ommm�www I I I I I I I I 0 0 0 tq C! q 0 m m m 0 0 = m CL w e � " 0 0 w 6 C; q R R Lq U� R R Im VI N" om �� mw "M w I E IT Iw IN 00 I Cf) 11 0 m mmmwoo OCON tm 0) 0 CD 0) . . . . . . . . . IL w w Lu CL CL E ce CR 0� F-t r-% Cy! rl cl r-: R E -CC C� ILO 0 MNWM www 0 Lu to co W� U! w m q R R q R q C! C:! R 0 0 0 0 4) it C9 OR 0� CC! CR CR R R CR R CR CR CR cq R mmm U� IQ U! 'It C'! 'It cl M" C; C; 6 d ci c; ci c; ci ci C; 6 6 6 0 tm tm M a) RR RR RR � � � � 2 '0 < 0 6 6 d 66 66 66 c; c:5 C;C;C:i c; = o w C) (D (D RRRRRRRRR. ci Of Q Q 0 0 0 0 0 0 0 Q C; c; C; (D R N el C4 r-: 0 0 0 0 cc LL LL 0 wwwm�NWN ON NO, NmNmw LLI W 0 a 'I Cl R CR "�,t r U� R CR 'R tR 4) 0 I: c 0 (1) CL 0 0 CL > cd C:; �i ci 4i 4i c; a; R R R W� M! 9 R a CL .2 U) CL o E �WNWM— E I 'a m c 0 m CL SiteNumbor: 5080 Code: ANSIMA-222-G 02007-2017byATICIPUC. Aflfightsrese�ed Site Name: Relay Tower, FL Engineering Number: OAA6977O3C306 5/12/2017 11:68:18 AM Customer: AT&TMOBILITY Section Forces 14 190.6 11.36 14.25 0.00 0.00 0.29 2.32 0.85 1.00 0.0 12.12 4.67 0.00 622 0 271 37 307 13 182.5 11.26 7.22 0.00 0.00 0.33 2.21 0.85 1.00 0.0 6.14 4.67 0.00 392 0 130 36 166 12 170.0 11.09 17.17 0.00 0.00 0.20 2.69 0.85 1.00 0.0 14.60 28.89 0.00 1207 0 356 220 576 11 155.0 10.87 9.40 0.00 0.00 0.22 2.53 0.85 1.00 0.0 7.99 28.75 0.00 779 0 187 227 414 10 145.0 10.72 9.40 0.00 0.00 0.22 2.53 0.85 1.00 0.0 7.99 35.10 0.00 847 0 184 252 436 9 130.0 10.48 22.12 0.00 0.00 0.26 2.41 0.85 1.00 0.0 18.81 73.79 0.00 1891 0 404 523 928 8 110.0 10.12 23.76 0.00 0.00 0.27 2.37 0.85 1.00 0.0 20.19 83.94 0.00 2100 0 411 588 999 7 90.00 9.70 22.72 0.00 0.00 &26 2.40 0.85 1.00 0.0 19.31 88.20 0.00 2004 0 382 595 978 6 70.00 9.20 23.08 0.00 0.00 0.27 2.39 0.85 1.00 0.0 19.62 88.20 0.00 2130 0 366 565 931 5 50.00 8.57 21.74 0.00 0.00 0.25 2.44 0.85 1.00 0.0 18.48 88.27 0.00 2005 0 328 526 854 4 32.50 7.83 14.54 0.00 0.00 0.22 2.52 0.85 1.00 0.0 12.36 66.70 0.00 1681 0 207 363 670 3 17.50 6.87 18.49 0.00 0.00 0.28 2.35 0.85 1.00 0.0 15.71 66.70 0.00 1801 0 216 319 535 2 6.00 6.66 9.23 0.00 0.00 0.26 2.40 0.85 1.00 0.0 7.85 0.00 0.00 370 0 107 0 107 1 1.00 6.66 7.73 0.00 0.00 1.00 2.10 0.85 1.00 0.0 6.57 0.00 0.00 324 0 78 0 67 Section Force Exceeds Solidity Ratio Criteria 18252 0 7934 LoadCase I.OD + 1.OW Service 120 deg Serviceability - 60 mph Wind 120 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w): 1.00 Section Elev. q A, Ar IceAr a Cf Df D, Tu A. EPA, EPA, Wt. Ice Wt. F, F. Force (ft) (Pat) (at) (sf) (at) (in) (4 (sf) (all) (lb) (lb) (lb) (lb) Ob) 15 198.1 11.45 3.03 0.00 0.00 0.19 2.64 1.00 1.00 0.0 3.03 0.00 0.00 100 0 78 0 78 14 190.6 11.36 14.25 0.00 0.00' 0.29 '2.32 1.00 1.00 0.0 14.25 4.67 0.00 622 0 319 37 355 13 182.6 11.25 7.22 0.00 0.00 0.33 2.21 1.00 1.00 0.0 7.22 4.67 0.00 392 0 153 36 189 12 170.0 11.09 17.17 0.00 0.00 0.20 2.59 1.00 1.00 0.0 17.17 28.89 0.00 1207 0 419 220 639 11 165.0 10.87 9.40 0.00 0.00 0.22 2.53 1.00 1.00 0.0 9.40 28.76 0.00 779 0 220 227 447 10 145.0 10.72 9.40 0.00 0.00 0.22 2.53 1.00 1.00 0.0 9.40 35.10 0.00 847 0 217 252 469 9 130.0 10.48 22.12 0.00 0.00 0.26 2.41 1.00 1.00 0.0 22.12 73.79 0.00 1891 0 476 523 999 8 110.0 10.12 23.76 0.00 0.00 0.27 2.37 1.00 1.00 0.0 23.75 83.94 0.00 2100 0 483 588 1071 7 90.00 9.70 22.72 0.00 0.00 0.26 2.40 11.00 1.00 0.0 22.72 88.20 0.00 2004 0 450 595 1045 6 70.00 9.20 23.08 0.00 0.00 0.27 2.39 1.00 1.00 0.0 23.08 138.20 0.00 2130 0 431 565 996 6 50.00 8.57 21.74 0.00 0.00 0.25 2.44 1.00 1.00 0.0 21.74 88.27 0.00 2005 0 385 626 912 4 32.50 7.83 14.54 0.00 0.00 0.22 2.52 1.00 1.00 0.0 14.64 66.70 0.00 1681 0 Z" 363 607 3 17.50 6.87 18.49 0.00 0.00 0.28 2.35 1.00 1.00 0.0 18.49 66.70 0.00 1801 0 254 319 573 2 6.00 6.66 9.23 0.00 0.00 0.26 2.40 1.00 1.00 0.0 9.23 0.00 0.00 370 0 126 0 126 1 1.00 6.66 7.73 0.00 0.00 1.00 2.10 1.00 1.00 0.0 7.73 0.00 0.00 324 0 92 0 67 ** = Section Force Exceeds Solidity Ratio Criteria 18252 0 8573 LoadCase 1.OD + I.OW Service 180 deg Serviceability - 60 mph Wind'180 deg Gust Response Factor (Gh): 0.86 Wind Importance Factor (1w): 1.00 Section Elev. q (ft) (Pat) A, (at) Ar (sf) Ice A r (at) a C, D, D, T, (in) A. (sQ EPA, (sf) EPAj (at) Wt. (lb) Ice Wt. (lb) F , (lb) F . (lb) Force (lb) 16 198.1 11.45 3.03 0.00 0.00 0.19. 2.64 0.80 1.00 0.0 2.43 0.00 0.00 100 0 62 0 62 14 190.6 11.36 14.25 0.00 0.00 0.29 2.32 0.80 1.00 0.0 11.40 4.67 0.00 622 0 255 37 292 13 182.6 11.25 7.22 0.00 0.00 0.33 Z21 0.80 1.00 0.0 5.78 4.67 0.00 392 a 122 36 158 12 170.0 11.09 17.17 0.00 0.00 0.20 2.69 0.80 1.00 0.0 13.74 28.89 0.00 1207 0 335 220 555 11 165.0 10.87 9.40 0.00 0.00 0.22 2.63 0.80 1.00 0.0 7.52 28.75 0.00 779 0 176 227 403 10 146.0 10.72 9.40 0.00 0.00 0.22 2.53 0.80 1.00 0.0 7.52 35.10 0.00 847 0 174 252 425 9 130.0 10.48 22.12 0.00 0.00 0.26 2.41 0.80 1.00 0.0 17.70 73.79 0.00 1891 0 381 523 904 8 110.0 10.12 23.75 0.00 0.00 0.27 2.37 0.80 1.00 0.0 19.00 83.94 0.00 2100 0 387 588 975 7 90.00 9.70 22.72 0.00 0.00 0.26 2.40 P.80 1.00 0.0 18.17 88.20 0.00 2004 0 360 595 955 6 70.00 9.20 23.08 0.00 0.00 0.27 2.39 0.80 1.00 0.0 18.47 88.20 0.00 2130 0 345 565 910 5 60.00 8.57 21.74 0.00 0.00 0.25 2." 0.80 1.00 0.0 17.39 88.27 0.00 2005 0 308 626 835 Page 11 w a 0 m z 4 0 L: E z —M 0 m a , M < L: L: z z U) U) L) 0 LL. c 0 W maw N Wo, "Mac W, "M wm,v maaN 'N' aaQ0 Q CD N a a 0 0 0 W a a c; C; C; C; E Is 16 C; ci W 0 W mmmm WN", coo= 0 =moo C! C! ll�l oaoo wwww c; C; cs C; ".am ll� �! v -: . NNNN NMWO ""NO ci C; c; ommo 0 0 a a ci C; C; ci cli w a aQam w a RRRR ci (D 0 cd m N CD 0 0 + LL M�ww LL 0 CR IR t9 IR 0 �Www a) COQM CL E VMN, co tl 0 0 0 u U7 mm NWNWMWNWI NNNWWWWWMM WN WMWC,W 0,0 a C4 46 rz PZ cc; ci a; C6 C6 C4 4i �: Cd N C4 C4 N N N N N N N N N . �M� cro 11 q cq "1 7 rt IQ CR CR IIR 0 a 0 a m 0 w w cd W— - - - — — - M�wm, M 0 V 0 14 C%l '0 CL E CD to m (D .2 U) LU LU 0 C-4 0 m 0) .2 W m CD x + LL LU 2 LL a 0 ` c 0 r W U) CL 0 CL > a M E W U) m -0 0 NM�Nvm . a mm N 0 C66u; 6 oi 666 46 td 66 Nmft�wwwwww It cl 1% S C; C; C; C; C; C; C; ci c; C; C; c; C; ci cl Lq Iq M! -dt Cl! U� q -�t �CIIICICVIN IC4 CICICICIR m m a a a a M.M a a mmmamm :;ci6666666=aQC;C;c; U S666666666 . Rqq x �Cicic!CRFI: rtl:c! CRCRCR a d 0 w m 06 � w W 'd 0 C; C4 6 6 W 6 6 R 9 R U� W� q U) TI Site Number: 5080 Code: ANSIrrIA-222.G 02007-2017byATC]PLLC. AH fights rese�ed. Site Name: Relay Tower, FL Engineering Number: OAA697703C�_06 5/1212017 11:58:18 AM Customer: AT&T MOBILITY Section Forces LoadCase 1.OD + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg Gust Response Factor (Gh): o.as Wind Importance Factor (1w) : 1.00 Section Elov. q Af A, Ice A, e Cf Df Dr T4 A. EP& EPAi Wt. Ice Wt. F�t F. Force (ft) (Pat) (sq (sf) (sf) (in) (so (so (Sf) (lb) (lb) (lb) (lb) (lb) 15 198.1 11.45 3.03 0.00 0.00 0.19 2.64 0.80 1.00 0.0 2.43 0.00 0.00 100 0 62 0 62 14 190.6 11.36 14.26 0.00 0.00 0.29 2.32 0.80 1.00 0.0 11A0 4.67 0.00 622 a 255 37 292 13 182.5 11.25 7.22 0.00 0.00 0.33 2.21 0.80 1.00 0.0 5.78 4.67 0.00 392 0 122 36 158 12 170.0 11.09 17.17 0.00 0.00 0.20 2.59 0.80 1.00 0.0 13.74 28.89 0.00 1207 0 335 220 555 11 155.0 10.87 9.40 0.00 0.00 0.22 2.53 0.80 1.00 0.0 7.52 28.75 0.00 779 0 176 227 403 10 145.0 10.72 9.40 0.00 0.00 0.22 2.53 0.80 1.00 0.0 7.52 35.10 0.00 847 0 174 252 425 9 130.0 10.48 22.12 0.00 0.00 0.26 2.41 0.80 1.00 0.0 17.70 .73.79 0.00 1891 0 381 623 904 8 110.0 10.12 23.75 0.00 0.00 0.27 2.37 0.80 1.00 0.0 19.00 83.94 0.00 2100 0 387 588 975 7 90.00 9.70 22.72 0.00 0.00 0.26 2.40 0.80 1.00 0.0 18.17 88.20 0.00 2004 0 360 595 955 6 70.00 9.20 23.08 0.00 0.00 0.27 2.39 0.80 1.00 0.0 18.47 88.20 0.00 2130 0 345 565 910 5 50.00 8.57 21.74 10.00 0.00 0.25 2." 0.80 1.00 0.0 17.39 88.27 0.00 2065 0 308 526 835 4 32.60 7.83 14.54 0.00 0.00 0.22 2.52 0.80 1.00 0.0 11.63 66.70 0.00 1681 0 195 363 558 3 17.50 6.87 18.49 0.00 0.00 0.28 2.35 0.80 1.00 0.0 14.79 66.70 0.00 1801 0 203 319 622 2 6.00 6.66 9.23 0.00 0.00 0.26 2.40 0.80 1.00 0.0 7.39 0.00 0.00 370 0 101 0 101 1 1.00 6.66 7.73 0.00 0.00 1.00 2.10 0.80 1.00 0.0 6.18 0.00 0.00 324 0 74 0 67 Section Force Exceeds Solidity Ratio Criteria 18252 0 7722 LoadCase 1.0D + 1.OW Service 330 deg Serviceability - 60 mph Wind 330 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w) : 1.00 Section Elov. q A, Ar IceAr G C, Or D, T, A. EPA. EPA,, Wt Ice Wt. F�t F. Force (ft) (Psf) (sf) (sf) (at) (in) (sQ (at) (at) (lb) (lb) (lb) (lb) (lb) 15 198.1 11.46 3.03 0.00 0.00 0.19 2.64 0.85 1.00 0.0 2.58 0.00 0.00 100 a 66 a 66 14 190.6 11.36 14.26 0.00 0.00 0.29 2.32 0.85 1.00 0.0 12.12 4.67 0.00 622 0 271 37 307 13 182.5 11.25 7.22 0.00 0.00 0.33 2.21 0.85 1.00 0.0 6.14 4.67 0.00 392 0 130 36 166 12 170.0 11.09 17.17 0.00 0.00 0.20 .2.59 0.85 1.00 0.0 14.60 28.89 0.00 1207 0 356 220 576 11 A 66.0 10.87 9.40 0.00 0.00 0.22 2.53 0.85 1.00 0.0 7.99 28.75 0.00 779 0 187 227 414 10 145.0 10.72 9.40 0.00 0.00 0.22 2.63 0.85 1.06 0.0 7.99 35.10 0.00 847 0 184 252 436 9 130.0 10.48 22.12 0.00 0.00 0.26 2.41 0.85 1.00 0.0 18.81 73.79 0.00 1891 0 404 523 928 8 110.0 10.12 23.75 0.00 0.00 0.27 2.37 0.85 1.00 0.0 20.19 83.94 0.00 2100 0 411 588 999 7 90.00 9.70 22.72 0.00 0.00 0.26 2.40 0.85 1.00 0.0 19.31 88.20 0.00 2004 0 382 595 978 6 70.00 9.20 23.08 0.00 0.00 0.27 2.39 0.85 1.00 0.0 19.62 88.20 0.00 2130 0 366 565 931 5 50.00 8.57 21.74 0.00 0.00 0.26 2.44 0.85 1.00 0.0 18AB 88.27 0.00 2005 0 328 526 864 4 32.60 7.83 14.54 0.00 0.00 0.22 2.52 0.85 1.00 0.0 12.36 66.70 0.00 1681 0 207 363 570 3 17.60 6.87 18.49 0.00 0.00 0.28 2.36 0.86 1.00 0.0 16.71 66.70 0.00 1801 0 216 319 535 2 6.00 6.66 9.23 0.00 0.00 0.26 2.40 0.85 1.00 0.0 7.85 0.00 0.00 370 0 107 0 107 1 1.00 6.66 7.73 0.00 0.00 1.00 2.10 0.85 1.00 0.0 6.67 0.00 0.00 324 0 78 0 �7 ** = Section Force Exceeds Solidity Ratio Criteria 18252 7934 Page 13 Site Number: 5080 Code: ANSlrnA-222-G @2007-2017byATCIPLLC. All rights mserved. Site Name: Relay Tower, Fl. Engineering Number: OAA697703C305 5/12/2017 11:58:18 AM Customer: AT&TMOBILITY Force/Stress Summary Section: I BASE Max Compression Member Bot Elev (ft): 0.00 Height (ft): 2.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) Use % Controls LEG CHN-ClOxIS.3 -95.68 1.213 + I.SW 3.06 100 100 100 61.4 36.0 126.57 0 0 0.00 0.00 75 Member Y HORIZ 0.00 0.000 0 a 0 0.0 0.0 0.00 0 0 0.00 0.00 0 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 ph]Rnv phlRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksQ (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORlZCHN-CIOxI5.3 42.41 1.21) + 1.6W 120 36 58 145.48 0 0 0.00 0.00 0.00 29 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 Pu phlRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItTypo Top Tension 0.00 0.00 0 0 Top Compression 41.28 1.2D + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 2 8'- 2 Bays Bot Elev (ft): 2.00 Height (ft): 8.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D SXSXO.3125 -67.09 1.213 + 1.6W 4.00 100 100 100 40.3 50.0 121.06 0 0 0.00 0.00 55 MemberZ HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE -I.SX1.SXO.1875 -2.33 1.213 + 1.6W 5.657 50 50 50 117.9 36.0 8.26 1 1 9.72 10.44 28 MemberZ Shear Bear Bik Shear Pu Fy Fu Phit Pn Nurn Nurn ph!Rnv 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 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 1.SX1.SXO.l 875 2.16 11.213 + 1.6W 36 .58 13.47 1 1 9.72 7.09 7.38 30 Bolt Bear Pu ph]Rnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoltType Top Tension 0.00 0.00 0 0 Top Compression 67.04 1.213 + 1.6W 120 0.00 0 Sot Tension 0.00 0.00 0 But Compression 41.28 1.213 + 1.6W 120 0.00 0 Page 14 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Code: ANSIfTLA-222-G Engineering Number: OAA697703C305 Force/Stress Summary 02007-2017byArCIPLLC. Ajjjzghtsrese�ed 511212017 11:58:18 AM Section: 3 15'-3 Bays Bot Elev (ft): 10.00 Height (ft): 15.000 Shear Bear Pu Len Bracing % Fy PhIc Pn Num Nurn phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D.60DSXSXO.3125 -70.53 1.2D + 1.6W 5.00 100 100 100 50.4 50.0 113.22 0 0 0.00 0.00 62 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE -2X2XO.26 -2.15 1.213 + 1.6W 6.403 50 50 60 103.7 36.0 17.29 1 1 9.72 13.92 22 Bolt Shear Shear Bear Elk Shear Pu Fy Fu Phit Pn Num Nurn phiRnv phIRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 a 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE .2X2XO.25 1.43 1.2D + 1.6W 60 36 58 25.57 1 1 9.72 9.46 12.66 15 Bolt Bear Pu phIRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 70.06 1.2D + 1.6W 120 0.00 a Bat Tension 0.00 0.00 0 Bat Compression 67.04 1.2D + 1.6W 120 0.00 0 Section: 4 15'-3 Bays Max Compression Member LEG 60D - SOD 4X4XO.375 HORIZ DIAG SAE - 1.5X1.5XO.2S Bot Elev (ft): 26.00 Height (ft): 15.000 Shear Bear Pu Len Bracing % FY Phic Pn Nurn Nurn ph]RnvphiRn Use (kip) Load Case (ft) X � Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls -70.28 1.213 + I.SW 5.00 100 100 100 64.4 36.0 74.60 0 0 0.00 0.00 94 Member Z 0.00 0.000 0 0 0 0.0 0.0 0.00 0, 0 0.00 0.00 0 -2.38 1.2D + 1.6W 6.403 50 50 50 131.6 36.0 8.99 1 1 9.72 13.92 26 Member Z Shear Pu Fy Fu Phil Pn Nurn Nurn phIRnv Max Tension Member (kip) Load Case (ksi) (ksl) (kip) Bolts Holes (kip) LEG 0.00 0 0 0.00 0 0 0.00 HORIZ 0.00 0 0 0.00 0 0 0.00 DIAG SAE - I.SXI.SXO.25 3.25 1.213 + 1.6W 90 36 58 17.41 1 1 9.72 Pu phiRnt Use Nurn Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 63.69 1.2D + 1.6W 120 0.00 0 Bat Tension 0.00 0.00 0 Bat Compression 70.06 1.2D + 1.6W 120 0.00 0 0 Bear BIkShear phiRn Phil Pn Use 1kini fkinl % Controls 0.00 0 0.00 0.00 0 9.45 9.84 34 Bolt Bear Page 16 Site Number: 5080 Site Name: Relay Tower, FL Customer., AT&TMOBILITY Code: ANSIMA-222-G Engineering Number: OAA6977O3C305 Force/Stress Summary Section: 5 Modified Bot Elev (ft): 40.00 Height (ft): 20.000 (P2007-2017byATC1PLLC. All rights reserved. 5/12/2017 11:58:18 AM Shear Bear Pu Lon 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 60D - 60D 4X4XO.25 -62.04 1.2D + 1.6W 5.00 100 100 100 0.0 0.0 110.41 0 0 0.00 0.00 66 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5XI.5XO.125 -4.48 1.213 + 1.6W 6.403 50 60 50 129.8 36.0 4.80 1 1 9.72 6.96 93 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 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.60 0.00 0 DIAG SAE -l.5X1.5XO.126 1.86 1.213 + 1.6W 36 58 9.20 1 1 9.72 4.72 4.92 39 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItTypo Top Tension 0.00 0.00 0 0 Top Compression 63.32 1.2D + 1.6W 120 0100 0 Bot Tension 0.00 0.00 0 Bot Compression 63.69 1.2D + 1.6W 120 0.00 0 Section: 6 20'-4 Bays Max Compression Member LEG 60D-6OD4X4XO.25 HORIZ DIAG SAE -1.75XI.75XO.18 Max Tension Member Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Lon Bracing % F'y Phic Pn Nurn Num phiRnvphiRn Use (kip) Load Case (ft) X Y Z KLIR (ks!) (kip) Bolts Holes (kip) (kip) % Controls -60.10 1.213 + 1.6W 5.00 50 50 50 31.6 43.5 71.25 0 0 0.00 0.00 84 MemberZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 -4.09 1.210 + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 42 Bolt Shear Shear Bear Blk Shear Pu Fy Fu PhItPn Num Num phIRnv phIRn phit Pn Use (kip) Load Case (ksl) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75XI.75XO.18 2.99 1.213 + 1.6W 210 36 68 16.44 1 1 9.72 7.09 8.40 42 Bolt Bear PU phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 59.04 1.2D + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 63.32 1.2D + 1.6W 120 0.00 0 Page 16 Site Number: 5080 Code: ANSIITIA-222.G 02007-2017byATCIPLLC. AfifightsfflSeNed. Site Name: Relay Tower, FL Engineering Number., OAA69770�_C�_06 5/1212017 11:58:18 AM Customer: AT&T MOBILITY Force/Stress Summary Section: 7 20'4 Bays Bot Elev [ft): 80.00 Height (ft): 20.000 Shear Bear Pu Lon Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D4X4X0.2S -56.37 1.213 + 1.6W 4.97 50 50 50 31.4 43.5 71.29 0 0 0.00 0.00 79 MemberZ HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.6X0.12S -4.01 1.213 + 1.GW 6.384 50 60 60 129.4 36.0 4.83 1 1 9.72 6.96 83 Member Z Shear Boar Blk Shear Pu Fy Fu Phit Pn Num Num phIRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) [ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.6X1.5X0.125 2.52 1.213 + 1.6W 120 36 58 9.20 1 1 9.72 4.72 4.92 63 Bolt Bear Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use Num % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 51.31 1.21) + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 59.04 1.213 + 1.6W 120 0.00 0 Section: 8 20'-4 Bays Bot Elev (ft): 100.0 Height (ft): 20.000 Shear Bear Pu Lon Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ks!) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D.6OD4X4XO.25 -56.38 1.20 + 1.6W 5.00 50 50 60 31.6 43.5 71.26 0 0 0.00 0.00 79 Member Z 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 -4.95 1.213 + 1.6W 6.403 50 50 50 114.0 36.0 10.16 1 1 9.72 10.44 50 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksl) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75XI.75XO.18 3.87 1.213 + 1.6W 60 36 58 16.44 1 1 9.72 7.09 8.40 64 Bolt Bear Pu phIRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 63.69 1.213 + 1.6W 120 0.00 0 Sot Tension 0.00 0.00 0 Bot Compression 51.31 1.213 + 1.6W 120 0.00 a Page 17 Site Number: 5080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. AlIdghtsmsemed. Site Name: Relay Tower, Fl. Engineering Number: OAAS97703�_C�_05 5/1212017 11:58:18 AM Customer: AT&T MOBILITY Force/Stress Summary Section: 9 20'4 Bays Bot Elev (ft): 120.0 Height (ft): 20. , 000 Shear Bear Pu Len Bracing % F'y PhIc Pn Num Nurn phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG , 60D - SOD 3.6X3.6XO. -54.78 1.21) + 1.6W 6.00 50 50 50 36;5 42.0 58.84. 0 0 0.00 0.00 93 Member Z HORIZ 0.00 0.000 0 0 ' 0 '0.0 0.0 0.00 0 0 0.00 0;00 0 DIAG SAE -1.76XI.75XO.18 .5.37 1.2D + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 66 Bolt Shear Shear Bear Bik Shear Pu Fy Fu PhItPn Nurn 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 0.06 0.00 0 HORIZ 6.00 0 0 0.0 , 0 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75Xl.76XO.18 4.63 UD + 1.6W 60 36 58 16.44 1 1 9.72 7.09 8.40 65 Bolt Bear PU phiRnt Use Num Max Splice Forces (kip) Load Case ' (kip) % Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 47.29 1.21) + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bet Compression 63.69 1.213 + 1.6W 120 0.00 0 Section: 10 Modified Bot Elev (ft):.140.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % FV Phic Pn Nurn Num ph[RnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-6OD3.5X3.SXO. -35.58 1.21) + I.SW 5.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 34 Userinput HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE -1.75XI.75XO.18 -7.93 1.213 -� 1.6W 6.403 60 50 60 114.0 36.0 10.15 1 1 9.72, 10.44 81 Bolt Shear Shear Bear Bik Shear Pu Fy Fu Phit Pn Num Num ph!R,nv phl.Rn phit Pn Use Max Tension Member (kip) Load Case (ksl) (ksi) (kip) Bolts, Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG PU phiRnt Use 'Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItTypG Top Tension 0.00 0.00 0 0 Top Compression 34.12 1.213 + 1.6W 210 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 47.29 1.2D -F 1.6W 0.00 0 Page 18 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Code: ANSVTIA-222-G Engineering Number: OAA697703C305 Force/Stress Summary (92007-2017byATCIPLLC. Allrightsmsemd 5/12/2017 11:58:18 AM Section: 11 Modified Bot Elev (ft): 160.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num ph[RnvphiRn Use Max Compression Member (kip) Load Case N X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D3.6X3.5X0. -47.37 11.213 + 1.6W 60 5.00 100 100 100 0.0 0.0 102.05 a 0 0.00 0.00 46 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 a 0.00 0.00 0 DIAG SAE -1.75X1.75X0.18 -4.52 1.213 + 1.6111 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 46 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 60D - 60D 3.5X3.5X0. 11.39 1.213 + 1.6W 50 65 76.05 0 0 0.00 0.00 14 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75X1.76X0.18 4.62 11.213 + 1.6W 210 36 58 16.44 1 1 9.72 7.09 8.40 63 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 15.47 11.213 + 1.6W 0.00 0 0 Top Compression 52.24 1.213 + 1.6W 180 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 34.12 1.213 + 1.6W 210 0.00 0 Section: 12 10 - fixed 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 (�Ip) (kip) % Controls LEG 60D-60133=0.375 -54.15 1.21) + 1.6W 60 5.00 100 100 100 0.0 0.0 88.66 0 0 0.00 0.00 61 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.75XI.75XO.18 -4.04 1.213 + 1.6W 60 6.403 50 60 50 114.0 36.0 10.15 1 1 9.72 10.44 41 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksl) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 6013-60133=0375 19.63 1.21) + 1.6W 50 66 94.95 0 0 0.00 0.00 20 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75XI.75XO.18 3.78 1.213 + 1.6W 120 36 58 16.44 1 1 9.72 7.09 8.40 53 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 1.20 1.213 + 1.6W 120 0.00 0 0 Top Compression 37.42 1.213 + 1.6W 180 0.00 0 Bot Tension 16.47 1.213 + 1.6W 0.00 0 Bot Compression 52.24 1.213 + 1.6W 180 0.00 0 Page 19 Site Number: 6080 Code: ANSIITIA-222-G @2007-2017byATCIPLLC. Aflfightsmserved. site Name: Relay Tower, FL Engineering Number: OAA6977O3-C3LOS 5/12/2017 11:58:18 AM customer: AT&TMOBILITY Force/Stress Summary Section: 13 11-1 Bot Elev [ft): 180.0 Height (ft): 5.000 Shear Bear Pu Lon Bracing % F'y Phic Pn Num Num ph[RnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOD.6OD4X4XO.25 -7.44 1.213 + I.SW 5.00 100 100 100 63.2 43.5 68.91 0 0 - 0.00 0.00 12 Member Z HORIZSAE - 3X3XO.25 -8.31 1.2D + 1.6W 4.000 100 100 100 160.6 36.0 27.40 2 1 19.44 27.84 42 Bolt Shear DIAG SAE .2X2XO.187S -5.64 1.21) + 1.61N 90 6.403 50 60 60 103.1 36.0 13.23 1 1 9.72 10.44 58 Bolt Shear Shear Bear BlkShear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 60D.6OD4X4XO.26 3.69 1.213 + I.6W 60 50 66 87.30 0 0 0.00 0.00 4 Member HORIZ SAE - 3X3XO.25 . 13.25 1.213 + 1.6W 60 36 58 41.88 2 1 19.44 23.37 25.43 68 Bolt Shear DIAG sAE-2X2XO.1875 5.28 1.213 + 1.6W 90 36 58 19.60 1 1 9J2 7.09 9.42 74 Bolt Bear Max Splice Forces Pu (kip) Load Case phlRnt (kip) Use % Num Bolts Bolt Type Top Tension 10.31 1.213 + 1.6W 300 0.00 0 0 Top Compression 14.82 1.213 + 1.6W 240 '0.00 0 Bot Tension 1.20 1.213 + I.SW 120 0.00 0 Bot Compression 37.42 1.213 + 1.6W 180 0.00 0 Section: 14 11-2 Bot E16 [ft): 185.0 Height (ft): 11.250 Shear Bear Pu Lon Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 -10.54 1.21) + I.SW 3.76 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 16 Member Z HORIZSAE - 1.76XI.75XO.18 -1.07 1.21) + 1.6W 60 4.000 100 400 100 139.9 36.0 7.16 0 0 0.00 0.00 14 Member Z DIAG SAE .2X2XG.1875 -3.43 11.21) + I.SW 90 5.483 50 50 50 92.6 36.0 14.75 1 1 9.72 10.44 35 Bolt Shear Shear Bear BIkShear 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 60D - 60D 4X4XO.25 6.69 1.21) + 1.6W 60 50 65 87.30 0 0 0.00 0.00 7 Member HORIZ SAE - 1.75XI.75XO.l 8 0.95 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 0.00 4 Member DIAG SAE-2X2XO.1875 3.71 1.213 + 1.6W 90 36 58 19.50 1 1 9.72 7.09 9.42 52 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Typo Top Tension 0.00 0.00 0 0 Top Compression 0.43 (1.2 + 0.2Sds) 0.00 0 Bot Tension 10.31 1.2D + 1.6W 300 0.00 0 Bot Compression 14.82 1.21) + 11.6W 240 0.00 0 Page 20 Site Number: 5080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. Aff rights resemed. Site Name: Relay Tower, FL Engineering Number: OAA6977O3C305 6/12/2017 11:58:18 AM Customer; AT&TMOBILITY Force/Stress Summary Section: 15 11-3 Bot Elev (ft): 196.2 Height (ft): 3.750 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num ph]Rnvph!Rn Use, Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksQ (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4XO.2S -0.04 1.213 + 1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 0 Member Z HORIZSAE - 1.75XI.75XO.18 0.00 11.213 + 1.6W 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 0 Member Z 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 phlRn phit Pn UsG Max Tension Member (kip) Load Case (ksi) (ks!) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE-1.75XI.75XO.18 0.00 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 0.00 0 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 0.04 (1.2 + 0.2Sds) * 0.00 0 Bot Tension 0.00 0.00 0 Bet Compression 0.43 (1.2 + 0.2Sds) * 0.00 0 Maximum Reactions Summiry Base Anchl Anch2 Vertical (kip) 184.96 -15.87 -65.97 Horizontal (kip) 2.85 34.36-. 69.55 Page 21 Site Number: 5080 Code: ANSIMA-222-G (92007-2017byATCIPLLC. Afifighfsmse�ed. Site Name: Relay Tower, Fl. Engineering Number: OAA6977O3C305 511212017 11:58:18 AM Customer. AT&TMOBILITY Force/Stress Summary Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth (*) Uplift (kip) Shear (kip) 149.00 '0.00 0 15.87 34.36 147.00 1.00 240 15.84 34.34 150.00 2.00 120 15.29 34.31 167.00 -1.00 0 65.97 69.48 157.00 1.00 240 65.10 69.50 i5g.00 1.00 120 64.35 69.65 a Page 22 Site Number: 5080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. MdghtsMse�ed. Site Name: Relay Tower, FL Engineering Number., OAA697703L_C3LO5 5/1212017 11:68:18 AM Customer; AT&T MOBILITY Detailed Cable Forces Allow Applied Elevation Anchor Tower Tension Tension US9 I oad Cage (ft) Cable Node Node (kip) (kip) % 1.21) + 1.6W Normal 45.00 112 EHS Al 11 16.14 0.19 1 112 EHS Ala llb 16.14 9.35 58 112 EHS Alb Ila 16.14 9.28 58 60.00 112 EHS Al 14 16.14 0.08 1 112 EHS Ala 14b 16.14 10.51 65 112 EHS Alb 14a 16.14 10.44 66 94.97 9116 EHS All 22 21.00 0.22 1 9116 EHS Ala 22b 21.00 14.09 67 9116 EHS Alb 22a 21.00 14.02 67 120.00 314 EHS A2 28 34.98 0.48 1 314 EHS A2a 28b 34.98 24.67 71 314 EHS A2b 28a 34.98 24.49 70 140.00 314 BRIDGE A2 32 40.80 0.77 2 314 BRIDGE A2a 32b 40A0 26.60 63 314 BRIDGE A2b 32a 40.80 26.44 62 185.00 518 EHS A2 TS 26.44 1.33 5 518 EHS A2 T6b 25.44 1.33 5 518 EHS A2a T6a 25.44 16.98 67 518 EHS A2a T6b 25.44 18.03 71 518 EHS A2b T6 25.44 17.92 70 518 EHS A2b T6a 25.44 16.88 66 1.213 + I.6W 60 deg 45.00 112 EHS At 11 16.14 2.09 13 1/2 EHS Ala Ilb 16.14 10.29 64 112 EHS Alb Ila 16.14 2.08 13 60.00 112 EHS At 14 16.14 2.03 13 112 EHS Ala 14b 16.14 11.51 71 112 EHS Alb 14a 16.14 2.02 12 94.97 9M6 EHS Al 22 21.00 2.33 11 9M6 EHS Ala 22b 21.00 15.26 73 9116 EHS Alb 22a 21.00 2.29 11 120.00 314 EHS A2 28 34.98 3.63 10 314 EHS A2a 28b 34.98 26.66 76 314 EHS A2b 28a 34.98 3.69 10 140.00 314 BRIDGE A2 32 40.80 4.11 10 314 BRIDGE A2a 32b 40.80 28.03 69 314 BRIDGE A2b 32a 40.80 4.07 10 185.00 518 EHS A2 T6 25.44 4.17 16 518 EHS A2 T6b 25.44 3.86 15 518 EHS A2a Tile 25.44 19.02 75 518 EHS A2a T6b 25.44 19.01 75 518 EHS A2b T6 25.44 4.14 16 5/8 EHS A2b T6a 25.44 3.84 15 1.213 + 1.6W 90 deg 45.00 1/2 EHS Al 11 16.14 5.76 36 112 EHS Ala Ilb 16.14 10.48 65 112 EHS Alb lla 16.14 0.49 3 60.00 112 EHS At 14 16.14 6.30 39 112 EHS Ala l4b 16.14 11.81 73 112 EHS Alb 14a 16.14 0.49 3 94.97 9116 EHS At 22 21.00 8.22 39 9116 EHS Ala 22b 21.00 16.90 76 Page 23 CJ E z 0 L: E z 0 0 Lu L: L: OE z z 0 A . 2 w U) V) (i ci 0! 9 tq r r R P� CR . 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Site Name: Relay Tower, FL Engineering Number: OAA6977O3C305 5112/2017 11:58:18 AM Customer: AT&T MOBILITY 140.00 314 BRIDGE A2 32 40.80 5.89 14 314 BRIDGE A2a 32b 40.80 5.64 14 314 BRIDGE A2b 32a 40.80 5.61 14 185.00 618 EHS A2 T6 25.44 3.56 14 518 EHS A2 T6b 25.44 3.56 14 518 EHS A2a T6a 25.44 3.27 13 618 EHS A2a T6b 25.44 3.28 13 518 EHS A2b T6 25.44 3.26 13 518 EHS A2b T6a 26.44 3.25 13 (1.2 + 0.2Sds) DL + E 210 deg Ml 45.00 112 EHS Al 11 16.14 3.16 20 1/2 EHS Ala Ilb 16.14 3.11 19 112 EHS Alb Ila 16.14 3.12 19 60.00 112 EHS Al 14 16.14 3.09 19 112 EHS Ala l4b 16.14 3.02 19 112 EHS Alb 14a 16.14 3.04 19 94.97 9116 EHS Al 22 21.00 2.79 13 9116 EHS Ala 22b 21.00 2.64 13 9116 EHS Alb 22a 21.00 2.69 13 120.00 314 EHS A2 28 34.98 4.52 13 314 EHS A2a 28b 34.98 4.20 12 314 EHS A2b 28a 34.98 4.32 12 140.00 314 BRIDGE A2 32 40.80 5.96 is 314 BRIDGE A2a 32b 40.80 5.60 13 314 BRIDGE A2b 32a 40.80 5.68 14 185.00 518 EHS A2 T6 25.44 3.57 14 518 EHS A2 T6b 25.44 3.67 14 618 EHS A2a T6a 25.44 3.18 12 518 EHS A2a T6b 25.44 3.18 12 518 EHS A2b T6 25.44 3.34 13 518 EHS A2b T6a 25.44 3.34 13 (1.2 + 0.2Sds) DL + E 210 deg M2 45.00 112 EHS Al 11 16.14 3.14 19 112 EHS Ala llb 16.14 3.13 19 112 EHS Alb Ila 16.14 3.12 19 60.00 U2 EHS At 14 16.14 3.07 19 112 EHS Ala 14b 16.14 3.05 19 112 EHS Alb 14a 16.14 3.04 19 94.97 9116 EHS At 22 21.00 2.75 13 9116 EHS Ala 22b 21.00 2.68 13 9/iS EHS Alb 22a 21.00 2.69 13 120.00 314 EHS A2 28 34.98 4.44 13 314 EHS A2a 28b 34.98 4.28 12 314 EHS A2b 28a 34.98 4.32 12 140.00 314 BRIDGE A2 32 40.80 5.87 14 314 BRIDGE A2a 32b 40.80 5.59 14 314 BRIDGE A2b 32a 40.80 5.68 14 185.00 518 EHS A2 TS 26.44 3.53 14 518 EHS A2 T6b 25.44 3.53 14 618 EHS A2a T6a 25.44 3.21 13 618 EHS A2a T6b 25.44 3.22 13 518 EHS A21J TS 25.44 3.35 13 518 EHS A21J TSa -26.44 3.34 13 (1.2 + 0.2Sds) DL + E 240 deg MI 45.00 112 EHS Al 11 16.14 3.15 20 112 EHS Ala Ilb 16.14 3.11 19 112 EHS Alb Ila 16.14 3.13 19 60.00 112 EHS At 14 16.14 3.08 19 112 EHS Ala l4b 16.14 3.02 19 Page 30 (D M C4 "t N L: E M z 0 c (3 w �i C4 C4 C4 4 4 4 w ui 6 �i �i 6 6 �i 6 6 ui ui w 6 6 ui a M a m a M a Am m a m a a a M a m 0 a m M ci ci C4 C4 (4 vi N N N 4 4 4 Mi w ui 6 6 6 6 C-i �i M a A m a , a a � M a a a m a "" w am am am am am MMMM w w w LU lu LU U) 0) (a 0 CD (9 CD (9 (9 x==xwww222wwwwww MW WO) WU) (OCO Wo wo 22 2w wo ow w WWW=xXww==M==== Luw,wwwwMwwwwwwww WW LULU UJLU ww W= == MW W= X= wwwwwwMMMwwwwww MW M NN NN e!N V_V ww M cs C; w; C� cs� c; ui v a vi i �i �i ci �i C4 �i 4 4 4 ui ui 6 6 6 6 6 6 vi m a m 0 M a m a m 0 A a A a ",VVVN" "MgNm� M ...... NN�" ng�ppgppp a m a M a m a m a m a a M m LU lu LU wwwwwo (a V) (a 0 c!) a WWWLULUWWWWWWWMwMWWWWww NN NN $w ww am w M 0 A LU M a + L: m L: U) C4 Ci 0+ z z + C; C; ui Site Number: 5080 Site Name: Relay Tower, Fl. Customer; AT&T MOBILITY (1.2 + 0.2Sds) - DL + E 300 deg M2 (1.2 + 0.2Sds) * DL + E 330 deg MI (1.2 + 0.2Sds) - DL + E 330 deg M2 45.00 60.00 94.97 120.00 140.00 185.00 45.00 60.00 94.97 120.00 140.00 185.00 45.00 60.00 94.97 120.00 140.00 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. Afl tights msemed. Engineering Number: 0AA697703C3_05 5/12/2017 11:58:18 AM 112 EHS Al 11 16.14 3.13 19 112 EHS Ala Ilb 16.14 3.13 19 112 EHS Alb Ila 16.14 3.13 19 112 EHS Al 14 16.14 3.05 19 112 EHS Ala l4b 16.14 3.06 19 112 EHS Alb Us 16.14 3.05 19 9116 EHS Al 22 21.00 2.71 13 9116 EHS Ala 22b 21.00 2.69 13 9116 EHS Alb 22a 21.00 2.72 13 314 EHS A2 28 34.98 4.33 12 3/4 EHS A2a 28b 34.98 4.31 12 314 EHS A2b 28a 34.98 4.40 13 3/4 BRIDGE A2 32 40.80 5.67 14 314 BRIDGE A2a 32b 40.80 5.64 14 3/4BRIDGE A2b 32a 40.80 5.83 U 518 EHS A2 T6 25.44 3.30 13 518 EHS A2 T6b 25.44 3.29 13 518 EHS A2a T6a 25.44 3.28 13 618 EHS A2a T6b 25.44 3.27 13 518 EHS A2b T6 26.44 3.51 14 518 EHS A2b T6a 25.44 3.51 14 112 EHS Al 11 16.14 3.11 19 112 EHS Ala Ilb 16.14 3.14 19 112 EHS Alb Ila 16.14 3.14 19 112 EHS Al 14 16.14 3.03 19 1/2 EHS Ala l4b 16.14 3.06 19 1/2 EHS Alb Us 16.14 3.07 19 9116 EHS At 22 21.00 2.66 13 9116 EHS Ala 22b 21.00 2.71 13 9116 EHS Alb 22a 21.00 2.76 13 314 EHS A2 28 34.98 4.22 12 314 EHS A2a 28b 34.98 4.35 12 314 EHS A2b 28a 34.98 4.47 13 3/4 BRIDGE A2 32 40.80 5.53 14 314 BRIDGE A2a 32b 40.80 5.72 14 314 BRIDGE A2b 32a 40.80 5.90 14 518 EHS A2 T6 25.44 3.20 13 Still EHS A2 T6b 25.44 3.20 13 518 EHS A2a T6a 25.44 3.36 13 518 EHS A2a T6b 25.44 3.36 13 518 EHS A2b T6 26.44 3.52 14 618 EHS A2b T6a 25.44 3.52 14 112 EHS Al 11 16.14 3.13 19 112 EHS Ala llb 16.14 3.14 19 112 EHS Alb Ila 16.14 3.13 19 112 EHS At 14 16.14 3.06 19 112 EHS Ala 14b 16.14 3.06 19 112 EHS Alb Us 16.14 3.05 19 9116 EHS At 22 21.00 2.70 ---13---- 9116 EHS Ala 22b 21.00 2.71 13 9116 EHS Alb 22a 21.00 2.72 13 314 EHS A2 28 34.98 4.30 12 314 EHS A2a 28b 34.98 4.35 12 314 EHS A2b 28a 34.98 4.39 13 314 BRIDGE A2 32 40.80 5.62 14 3/4 BRIDGE A2a 32b 40.80 5.72 14 Page 32 z 66 I v 0 � w m m CR N N q q Iq It wmmmmmm 2344444 6 ui ui 4i 6 U; w 0 m C4 E vi z 0 E z a S 6 S c 0 LU m m mm w m m m m m LL, a 0 woommm wxXxxxx mwwwwww wi V ------------------ R F% r� cl u! ct R a! a! iq Lq sq Lq r% rl q �t 't r,: C� 0� -q q W� Lq 44 �Vvvvvm 16 16 16 m m m m m m m a w A 0 m m m LL, LU I" (a 0) to 0 W 0 wwwwwwwwwwwwmmmwwwwww C; W; wi C; 4 N m 0 m m m 0 m 0 m m m mm m m m m 0 ,,VVV LU lu uj ca V) 0 U) U) uj to ou XXXWOM222mmomom =w LULU == =IX w a:====== w ww ww ww ww wwlwm to m ww WW LULU NN N, " :tz! �� vv ow ww ww — — M MM "M ;s—m —M —M a zi z iz iB z 0! c; C; ui U) a) 0 0) m 0) LU LU LU LU LU LU W w 0 z 0 z w LU LU ix L: E E ci z z 0 a = — = U) (0 0 C; c; c; C4 C4 4 44 6 t6 6 ri 6 ri 6 ri 6 6 6 ei 6 C4 C4 C4 4 4 4 6 w 6 6 6 6 6 6 6 6 6 C4 6 6 6 V4 C4 C4 4 4 4 mi 6 6 �i V; V; 6 ri V; 6 6 Ld mi ui w w 6 Cd (d 16 cd 46 Cd 1: 1: 6 'd cd cd 6 cd 1 4 v v Q Q w 0 ui mi 'd ui w MAM w m a M, N w N ,,—N ca z 4 0 L: .......... 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Site Name: Relay Tower, FL Engineering Number: OAA6977O3C306 511212017 11:58:18 AM Customer: AT&TMOBILITY 518 EHS A2 T6b 2S." 3.56 14 518 EHS A2a Tile 25.44 3.52 14 518 EHS A2a T6b 25." 3.53 14 518 EHS Aft T6 25.44 3.26 13 518 EHS Aft T6a 26." 3.25 13 (0.9 - 0.2Sds) DL + E 180 dog MI 45.00 112 EHS Al 11 16.14 3.17 20 112 EHS Ala llb 16.14 3.13 19 112 EHS Alb Ila 16.14 3.12 19 60.00 112 EHS Al 14 16.14 3.12 19 112 EHS Ala i4b 16.14 3.06 19 112 EHS Alb 14a 16.14 3.04 19 94.97 9116 EHS Al 22 21.00 2.84 14 9116 EHS Ala 22b 21.00 2.71 13 9116 EHS Alb 22a 21.00 2.70 13 120.00 314 EHS A2 28 34.98 4.63 13 314 EHS A2a 28b 34.98 4.35 12 314 EHS A2b 28a 34.98 4.32 12 140.00 314 BRIDGE A2 32 40.80 6.10 is 314 BRIDGE A2a 32b 40.80 5.69 14 314 BRIDGE A2b 32a 40.80 5.66 14 185.00 518 EHS A2 T6 25." 3.68 14 518 EHS A2 T6b 25." 3.68 14 518 EHS A2a T6a 26." 3.34 13 518 EHS A2a T6b 25.44 3.33 13 518 EHS A2b T6 25.44 3.31 13 518 EHS 1 Aft T6a 25.44 3.32 13 (0.9 - 0.2Sds) DL + E 180 dog M2 45.00 112 EHS Al 11 16.14 3.15 20 112 EHS Ala Ilb 16.14 3.14 19 112 EHS Alb Ila 16.14 3.13 19 60.00 112 EHS At 14 16.14 3.09 19 112 EHS Ala l4b 16.14 3.07 19 112 EHS Alb 14a 16.14 3.06 19 94.97 9116 EHS All 22 21.00 2.79 13 9116 EHS Ala 22b 21.00 2.74 13 9116 EHS Alb 22a 21.00 2.72 13 120.00 314 EHS A2 28 34.98 4.64 13 314 EHS A2a 28b 34.98 4.39 13 314 EHS A2b 28a 34.98 4.36 12 140.00 314 BRIDGE A2 32 40.80 6.00 is 314 BRIDGE A2a 32b 40.80 5.75 14 314 BRIDGE A2b 32a 40.80 5.71 14 185.00 518 EHS A2 TS 25.44 3.63 14 618 EHS A2 TO 25.44 3.63 14 518 EHS A2a T6a 26.44 3.35 13 518 EHS A2a T6b 25." 3.36 13 518 EHS A2b T6 25.44 3.34 13 518 EHS A2b T6a 26.44 3.33 13 (0.9 - 0.2Sds) DL + E 210 dog MI 45.00 112 EHS Al 11 16.14 3.17 20 112 EHS Ala 146- 16.14-- --3-.-12-19 112 EHS Alb Ila 16.14 3.13 19 60.00 112 EHS Al 14 16.14 3.11 19 112 EHS Ala l4b 16.14 3.04 19 112 EHS Alb 14a 16.14 3.06 19 94.97 9116 EHS Al 22 21.00 2.83 13 9116 EHS Ala 22b 21.00 2.68 13 9116 EHS Allb 22a 21.00 2.73 13 Page 36 SiteNumber: 5080 Code: ANSI1TIA.222-G (92007-2017byATCIPLLC. 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Site Name: Relay Tower, FL Engineering Number: 0AA697703C3_0S 5/12/2017 11:58:18 AM Customer: AT&T MOBILITY 120.00 314 EHS A2 28 34.98 4.61 13 314 EHS A2a 28b 34.98 4.28 12 314 EHS A2b 28a 34.98 4.40 13 140.00 314 BRIDGE A2 32 40.80 6.07 is 314 BRIDGE A2a 32b 40.80 5.60 14 314 BRIDGE A2b 32a 40.80 6.79 14 185.00 618 EHS A2 T6 25." 3.66 14 518 EHS A2 T6b 25.44 3.65 14 618 EHS A2a TSa 25.44 3.26 13 518 EHS A2a T6b 25.44 3.26 13 518 EHS A2b T6 25.44 3.42 13 518 EHS A2b T6a 25.44 3.42 13 (0.9 - 0.2Sds) DL + E 210 deg M2 45.00 112 EHS Al 11 16.14 3.15 20 112 EHS Ala llb 16.14 3.14 19 112 EHS Alb Ila 16.14 3.13 19 60.00 1/2 EHS At 14 16.14 3.09 19 112 EHS Ala i4b 16.14 3.07 19 112 EHS Alb l4a 16.14 3.06 19 94.97 9/16 EHS Al 2i 21.00 2.79 13 9116 EHS Ala 22b 21.00 2.73 13 9116 EHS Alb 22a 21.00 2.73 13 120.00 314 EHS A2 28 34.98 4.53 13 314 EHS A2a 28b 34.98 4.36 12 3/4 EHS A2b 28a 34.98 4.40 13 140.00 314 BRIDGE A2 32 40.80 6.98 15 314 BRIDGE A2a 32b 40.80 5.69 14 314 BRIDGE A2b 32a 40.80 5.79 14 185.00 518 EHS A2 T6 26.44 3.61 14 518 EHS A2 T6b 26." 3.61 14 518 EHS A2a T6a 2S." 3.29 13 6/8 EHS A2a T6b 25.44 3.29 13 518 EHS A2b TS 25.44 3.43 13 518 EHS A2b T6a 25.44 3.42 13 (0.9 - 0.2Sds) DL + E 240 deg MI 45.00 112 EHS At 11, 16.14 3.16 20 112 EHS Ala lib 16.14 3.12 Is 112 EHS Alb Ila 16.14 3.14 19 60.00 112 EHS Al 14 16.14 3.10 19 112 EHS Ala 14b 16.14 3.04 19 112 EHS Alb -,14a 16.14 3.08 19 94.97 9116 EHS Al 22 21.00 2.81 13 9116 EHS Ala 22b 21.00 2.67 13 9116 EHS Alb 22a 21.00 2.77 13 120.00 314 EHS A2 28 34.98 4.64 13 314 EHS A2a 28b 34.98 4.26 12 314 EHS A2b 28a 34.98 4.49 13 140.00 314 BRIDGE A2 32 40.80 5.97 16 314 BRIDGE A2a 32b 40.80 5.57 14 314 BRIDGE A2b 32a 40.80 5.91 14 185.00 518 EHS A2 TS 25.44 3.67 14 518 EHS A2 T6b 25.44 3.57 14 518 EHS A2a T6a 25.44 3.24 13 518 EHS A2a T6b 25.44 3.23 13 518 EHS Aft T6 25.44 3.52 14 518 EHS A2b T6a 25.44 3.53 14 (0.9 - 0.2Sds) DL + E 240 deg M2 45.00 112 EHS Al 11 16.14 3.15 20 112 EHS Ala Ilb 16.14 3.14 19 Page 37 < 4 �6 4 0 L: E z 0 c 0 LU R "t V,: r,% "� cl �t 0 w w N N 0 w C4 m m N N N v 4 v 6 66 ei oi 6 oi 66 6 ei oi C-i oi 0; C4 C4 C4 .4 li .4 U; V; Cd IV; ri m m 6 oi v; 6 ci cl; cli vi C4 C4 C4 4 C! 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Site Name: Relay Tower, FL Engineering Number: OAA6977O3C305 5/1212017 11:58:18 AM Customer: AT&T MOBILITY 518 EHS A2a T6b 25." 3.35 13 518 EHS A2b T6 25." 3.59 14 518 EHS A2b TGa 25." 3.59 14 (0.9 - 0.2Sds) DL + E 330 dog Ml 45.00 112 EHS At 11 16.14 3.12 19 112 EHS Ala lib 16.14 3.15 19 112 EHS Alb lia 16.14 3.16 20 60.00 112 EHS Al 14 16.14 3.04 19 112 EHS Ala l4b 16.14 3.08 19 1/2 EHS Alb 14a 16.14 3.09 19 94.97 9116 EHS Al 22 21.00 2.70 13 9116 EHS Ala 22b 21.00 2.75 13 9116 EHS Alb 22a 21.00 2.80 13 120.00 314 EHS A2 28 34.98 4.31 12 314 EHS A2a 28b 34.98 4." 13 314 EHS A2b 28a 34.98 4.55 13 140.00 314 BRIDGE A2 32 40.80 5.64 14 314 BRIDGE A2a 32b 40.80 5.82 14 314 BRIDGE A2b 32a 40.80 6.00 is 185.00 Sig EHS A2 T6 25.44 3.28 13 518 EHS A2 TSb 25.44 3.28 13 518 EHS A2a T6a 25.44 3." 14 618 EHS A2a T6b 25." 3." 14 518 EH6 A2b T6 26." 3.60 14 518 EHS A2b T6a 26." 3.60 14 (0.9 - 0.2Sds) DL + E 330 deg M2 45.00 112 EHS Al 11 16.14 3.14 19 112 EHS Ala llb 16.14 3.16 is 112 EHS Alb lla 16.14 3.14 19 60.00 112 EHS At 14 16.14 3.07 19 112 EHS Ala l4b 16.14 3.08 19 112 EHS Alb 14a 16.14 3.07 19 94.97 9116 EHS Al 22 21.00 2.74 13 9116 EHS Ala 22b 21.00 2.75 13 9116 EHS Alb 22a 21.00 2.76 13 120.00 314 EHS A2 28 34.98 4.38 13 3/4 EHS A2a 28b 34.98 4.43 13 314 EHS A2b 28a 34.98 4.48 13 140.00 314 BRIDGE A2 32 40.80 5.72 14 314 BRIDGE A2a 32b 40.80 5.82 14 314 BRIDGE A2b 32a 40.80 5.91 14 185.00 518 EHS A2 TS 25.44 3.32 13 618 EHS A2 T6b 25144 3.31 13 518 EHS A2a T6a 25.44 3.45 14 618 EHS A2a T6b 25.44 3.44 14 518 EHS A2b TS 25.44 3.57 14 618 EHS A2b T6a 25.44 3.57 14 1.01) + 1.0W Semice Normal 45.00 112 EHS Al 11 16.14 2.30 14 112 EHS Ala Ilb 16.14 3.61 22 1/2 EHS Alb lla 16.14 3.59 22 60.00 112 EHS Al 14 16.14 2.08 13 112 EHS Ala l4b 16.14 3.62 22 112 EHS Alb 14a 16.14 3.60 22 94.97 9116 EHS Al 22 21.00 1.46 7 9116 EHS Ala 22b 21.00 3.54 17 9116 EHS Alb 22a il.00 3.52 17 120.00 314 EHS A2 28 34.98 2.38 7 314 EHS A2a 28b 34.98 5.72 16 Page 30 2 < 0 m C4 z 4 0 L: E 0 z 0 ul 0 0 L: L: z z NNNmM",=NM O,WN 7 cR cy! r R al Y�: r CR It r 0! " eq 0! IR U! 'It w 0 � w C4�i 4(4 44 C44 Nm wm I= VN Nw 0 N N mm mm MN Nm v WC4 6r.: vipi pi4 44 4 C4 vi (4 6 i d C; = W W 6 ki W ui MVVVNNNNNN m m m m w m m M m m w A w m m m w a m m m wNgNwwppww m m m w m m m A m M m m m m w w LU LU LU LU (.9 0 (9 (9 w222mommom wwwwwwCOMU) wmmmwwwwww lu LU LU W LU lu w wwmmmwwwwww ;s ;;s A Ps ;i iB 0 M c; ui Cd 16 6 16 16 6 1: 1: 1: 6 6 6 .6 mi 6 ui ui w m mm m 0 MM m m LU LU w vi U) U) to 0) Lu uj ju LU LU LLI LLI LU LU w w w m m mwwwwww q q ci c; Ld w m m A LU LU LLI LU "A U) + + + C! C! Site Number: 6080 Code: ANSIMA-222-G @2007-2017byATCIPLLC. All rights reserved. Site Name: Relay Tower, Ft. Engineering Number: OAA697703C305 5/1212017 11:58:19 AM Customer: AT&TMOBILITY 112 ENS Ala 14b 16.14 3.62 22 1/2 ENS Alb 14a 16.14 2.06 13 94.97 9116 ENS Al 22 21.00 3.65 17 9116 ENS Ala 22b 21.00 3.54 17 9116 ENS Alb 22a 21.00 1.43 7 120.00 314 ENS A2 28 34.98 6.74 16 314 ENS A2a 28b 34.98 5.71 16 314 ENS A2b 28a 34.98 2.36 7 140.00 314 BRIDGE A2 32 40.80 7.10 17 314 BRIDGE A2a 32b 40.80 7.06 17 314 BRIDGE Aft 32a 40.80 3.41 8 185.00 518 ENS A2 T6 25.44 4.41 17 518 ENS A2 TO 25." 4.22 17 518 ENS A2a Us 26.44 4.38 17 618 ENS A2a T6b 25.44 4.19 16 518 ENS A2b T6 25.44 1.89 7 518 ENS A2b T6a 25.44 1.89 7 I.OD + I.OW Service 180 deg 45.00 112 ENS At 11 16.14 3.95 24 112 ENS Ala Ilb 16.14 2.76 17 112 ENS Alb Ila 16.14 2.75 17 60.00 112 ENS At 14 16.14 4.02 25 112 ENS Ala l4b 16.14 2.62 16 112 ENS Alb 14a 16.14 2.61 16 94.97 9116 ENS Al 22 21.00 4.11 20 9116 ENS Ala 22b 21.00 2.17 10 9116 ENS Alb 22a 21.00 2.15 10 120.00 314 ENS A2 28 34.98 6.73 19 314 ENS A2a 28b 34.98 3.45 10 314 ENS A2b 28a 34.98 3.43 10 140.00 314 BRIDGE A2 32 40.80 8.21 20 314 BRIDGE A2a 32b 40.80 4.67 11 314 BRIDGE A2b 32a 40.80 4.65 11 186.00 518 ENS A2 T6 26.44 5.08 20 518 ENS A2 T6b 25.44 5.07 20 518 ENS A2a T6a 25.44 2.92 11 518 ENS A2a T6b 25." 2.75 11 618 ENS A2b T6 25." 2.73 11 518 ENS A2b Tfla 25." 2.91 11 I.OD 1.OW Service 210 deg 46.00 112 ENS At 11 16.14 3.86 24 1/2 ENS Ala Ilb 16.14 2.45 15 112 ENS Alb Ila 16.14 3.15 19 60.00 112 ENS At 14 16.14 3.92 24 112 ENS Ala l4b 16.14 2.26 14 112 ENS Alb 14a 16.14 3.08 19 94.97 9M6 ENS Al 22 21.00 3.96 19 9116 ENS Ala 22b 21.00 1.65 8 9116 ENS Alb 22a 21.00 2.81 13 120.00 314 ENS A2 28 34.98 6.47 19 314 ENS A2a 28b 34.98 2.67 8 314 ENS A2b 28a 34.98 4.60 13 140.00 314 BRIDGE A2 32 40.80 7.92 19 314 BRIDGE A2a 32b 40.80 3.83 9 314 BRIDGE A2b 32a 40.80 5.78 14 185.00 518 ENS A2 T6 25.44 4.83 19 518 ENS A2 T6b 25.44 4.91 19 518 ENS A2a T6a 26.44 2.27 9 518 ENS A2a T6b 25.44 2.18 9 518 ENS A2b T6 25.44 3.42 13 Page 41 Site Number: 5080 Code: ANSI1TIA-222.G Site Name: Relay Tower, FL Engineering Number: OAA6977O3C305 Customer: AT&T MOBILITY 02007-2017byATCIPLLC. AN rights reserved 51121201711:58:19AM 518 EHS Aft TSa 26.44 3.64 14 11.01) + I.OW Service 240 deg 45.00 112 EHS Al 11 16.14 3.60 22 112 EHS Ala Ilb 16.14 2.29 14 112 EHS Alb Ila 16.14 3.58 22 60.00 112 EHS At 14 16.14 3.61 22 112 EHS Ala l4b 16.14 2.07 13 112 EHS Alb 14a 16.14 3.59 22 94.97 9116 EHS Al 22 21.00 3.55 17 9116 EHS Ala 22b 21.00 1.43 7 9116 EHS Alb 22a 21.00 3.51 17 120.00 314 EHS A2 28 34.98 6.73 16 314 EHS A2a 28b 34.98 2.36 7 314 EHS A2b 28a 3C98 5.66 16 140.00 314 BRIDGE A2 32 40.80 7.10 17 314 BRIDGE A2a 32b 40.80 3.43 8 314 BRIDGE A2b 32a 40.80 7.02 17 185.00 518 EHS A2 T6 25.44 4.23 17 518 EHS A2 T6b 25.44 4.42 17 518 EHS A2a T6a 25.44 1.91 8 518 EHS A2a T6b 25.44 1.91 7 618 EHS A2b TS 25.44 4.17 16 518 EHS A2b T6a 25.44 4.36 17 1.01) + 1.OW Service 300 deg 45.00 V2 EHS At 11 16.14 2.76 17 112 EHS Ala Ilb 16.14 2.76 17 112 EHS Alb Ila 16.14 3.93 24 60.00 112 EHS At 14 16.14 2.63 16 112 EHS Ala l4b 16.14 2.62 16 112 EHS Alb l4a 16.14 4.00 25 94.97 9116 EHS At 22 21.00 2.19 10 9116 EHS Ala 22b 21.00 2.17 10 9116 EHS Alb 22a 21.00 4.07 19 120.00 314 EHS A2 28 34.98 3.48 10 314 EHS A2a 28b 34.98 3.46 10 314 EHS A2b 28a 34.98 6.66 19 140.00 314 BRIDGE A2 32 40.80 4.72 12 314 BRIDGE A2a 32b 40.80 4.69 12 314 BRIDGE A2b 32a 40.80 8.14 20 185.00 518 EHS A2 T6 25A4 2.78 11 518 EHS A2 TSb 26.44 2.95 12 618 EHS A2a T6a 25.44 2.76 11 Sill EHS A2a T6b 25.44 2.94 12 618 EHS A2b T6 25.44 5.03 20 518 EHS A2b T6a 25.44 5.03 20 11.01) + I.OW Service 330 deg 46.00 112 EHS Al 11 16.14 2.46 is 112 EHS Ala llb 16.14 3.17 20 112 EHS Alb Ila 16.14 3.84 24 60.00 112 EHS At 14 16.14 2.27 14 V2 EHS Ala l4b 16.14 3.10 19 112 EHS Alb l4a 16.14 3.90 24 94.97 9116 EHS Al 22 21.00 1.68 8 9116 EHS Ala 22b 21.00 2.83 13 qnS EHS Alb 22a 21.00 3.93 19 120.00 314 EHS A2 28 34.98 2.70 8 314 EHS A2a 28b 34.98 4.64 13 314 EHS A2b 28a 34.98 6.41 18 140.00 314 BRIDGE A2 32 40.80 3.87 9 Page 42 Site Number: 5080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. AlItightsmsemed. Site Name: Relay Tower, FL Engineering Number: OAA,697703�_C�_05 5/12/2017 11:58:19 AM Customer: AT&T MOBILITY 314 BRIDGE A2a 32b 40.80 6.83 14 314 BRIDGE A2b 32a 40.80 7.85 19 185.00 518 EHS A2 T6 25.44 2.20 9 618 EHS A2 T6b 26.44 2.30 9 518 EHS A2a T6a 25.44 3.46 14 618 EHS A2a T6b 25." 3.67 14 518 EHS A2b TS 25.44 4.86 19 518 EHS A2b TGa 26.44 4.78 19 Maximum Cable Forces Summary I Elevation (ft) Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip) Use % 1.213 + 1.6W 90 deg 45.00 112 EHS Ala llb 16.14 10.48 66 1.213 + 1.6W 90 deg 60.00 112 EHS Ala 14b 16.14 11.81 73 1.213 + 1.6W 90 deg 94.97 9/16 EHS Ala 22b 21.00 15.90 76 1.2D + 1.6W 90 deg 120.00 314 EHS A2a 28b 34.98 27.92 80 1.213 + 1.6W 210 deg 140.00 314 BRIDGE A2 32 40.80 29.20 72 1.213 + 1.6W 210 deg 185.00 518 EHS A2 T6b 25." 20.07 79 Page 43 Site Number: 5080 Code: ANSIrrIA-222-G 02007-2017byATCIPLLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA6977O3C305 5/1212017 11:58:19 AM Customer: AT&T MOBILITY Deflections and Rotations Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 124 mph Normal to Face with No Ice 40.00 0.465 -0.0034 0 , 5568 0.5568 124 mph Normal to Face with No Ice 110.00 1.145 -0.0029 0.5646 0.5646 124 mph Normal to Face with No Ice 125.00 1.294 -0.0027 0.6518 0.6519 124 mph Normal to Face with No Ice 160.00 1.601 -0.0024 0.8236 0.8236 124 mph Normal to Face with No Ice 160.00 1.721 -0.0023 0.6071 0.6071 124 mph Normal to Face with No Ice 170.00 1.809 0.0037 0.4252 0.4262 124 mph Normal to Face with No Ice 185.00 1.888 0.0072 0.3105 0.3106 124 mph Normal to Face with No Ice 188.75 1.910 0.0071 0.3510 0.3511 124 mph 60 degree with No Ice 40.00 0.273 0.0035 0.2898 0.2898 124 mph 60 degree with No Ice 110.00 0,620 0,0065 0.2739 0.2739 124 mph 60 degree with No Ice 125.00 0.695 0.0076 0.3756 0.3756 124 mph 60 degree with No Ice 150.00 0.891 0.0141 0.4399 0.4400 124 mph 60 degree with No Ice 160.00 0.968 0.0095 0.3573 0.3574 124 mph 60 degree with No Ice 170.00 1.014 0.0098 0.2006 0.2007 124 mph 60 degree with No Ice' 185.00 1.033 0.0105 0.0802 0.0809 124 mph 60 dogree,;vith No Ice 188'.75 1.039 0.0102 0.1164 0.1168 124 mph 90 degree with No Ice 40.00 0.378 0.0991 0.4518 0.4621 124 mph 90 degree with No Ice 110.00, 0.961 0.0773 0.4918 0.4970 124 mph 90 degree with No Ice 125.00 1.088 0.0698 0.5621 0.5657 124 mph 90 degree with No Ice 150.00 1.354 0.0476 0.5367 0.5388 124 mph 90 degree with No Ice 160.00 1.456 0.0416 0.6009 0.5023 124 mph 90 deg , roe with No lco� 170.00 1.527 0.0353 0.3481 0.3491 124 mph 90 degree with No,ice 185.00 1.581 0.U83 0.2366 0.2370 124 mph 90 degree with No Ice 188.75 1.599 0.0282 0.2735 0.2739 124 mph 120 degree with No Ice 40.00 0.470 0.0058 0.5644 0.56" 124 mph 120 degree with No Ice 110.00 1.160 0.0073 0.5741 0.5742 124 mph 120 degree with No Ice 126.00 1.311 0.0077 0.6598 0.6598 124 mph 120 degree with No Ice 150.00 1.621 -0.0064 0.6948 0.6948 124 mph 120 degree with No Ice 160.00 1.742 -0.0067 0.6096 0.6096 124 mph 120 degree with No Ice 170.00 1.831 0.0087 0.4360 0.4350 124 mph 120 degree with No Ice 185.00 1.911 0.0148 0.3152 0.3156 124 mph 120 degree with No Ice 188.75 1.933 0.0151 0.3591 0.3592 124 mph 180 degree with No Ice 40.00 0.276 0.0048 0.2884 0.2884 124 mph 180 degree with No Ice 110.00 0.630 0.0052 0.2803 0.2804 124 mph 180 degree with No Ice 125.00 0.707 0.0069 0.3832 0.3832 124 mph 180 degree with No Ice 150.00 0.907 0.0021 0.5731 0.6731 124 mph 180 degree with No Ice 160.00 0.985 0.0026 0.3720 0.3720 124 mph 180 degree with No Ice 176.00 1.033 0.0051 0.2040 0.2041 124 mph 180 degree with No Ice' 185.00 1.052 0.0072 0.0841 0.0844 124 mph 180 degree with No Ice 188.75 1.059 0.0072 0.1176 0.1178 124 mph 210 degree with No Ice 40.00 0.380 0.0974 0.4522 0.4618 124 mph 210 degree with No Ice 110.00 0.966 0.0739 0.4946 0.4992 124 mph 210 degree with No Ice 125.00 1.092 0.0664 0.5669 0.5699 124 mph 210 degree with No Ice 150.00 1.362 0.0552 0.6632 0.6655 124 mph 210 degrekwith No Ice 160.00 1.466 0.0467 0.5107 0.5127 124 mph 210 degree with No Ice 170.00 1.536 0.0348 0.3494 0.3502 124 mph 210 degree with No Ice 185.00 1.591 0.0235 0.2376 0.2378 124 mph 210 degree.with No fee 188.75 1.608- -0.0233-0.2724-0.2725-- 124 mph 240 degree with No Ice 40.00 0.469 -0.0018 0.5632 0.5632 124 mph 240 degree with No Ice 11110.00 1.166 -0.0043 0.5709 0.5709 124 mph 240 degree with No Ice 125.00 1.307 -0.0049 0.6557 0.6557 124 mph 240 degree with No Ice 150.00 1.615 0.0088 0.6896 0.6897 124 mph 240 degree'wlth No Ice 160.00 1.735 0.0080 0.6037 0.6037 124 mph 240 degree with No Ice 170.00 1.823 0.0072 0.4290 0.4291 124 mph 240 degrea,with No Ice 186.00 1.901 0.0062 0.3101 0.3104 Page 44 Site Number: 6080 Site Name: Relay Tower, Fl. Customer: AT&T MOBILITY 124 mph 240 degree with No Ice 124 mph 300 degree with No Ice 124 mph 300 degree with No Ice 124 mph 300 degree with No Ice 124 mph 300 degree with No Ice 124 mph 300 degree with No Ice 124 mph 300 degree with No,lce 124 mph 300 degree with No Ice 124 mph 300 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice 124 mph 330 degree with No Ice Seismic Normal M1 Seismic Normal MI Seismic Normal MI Seismic Normal MI Seismic Normal MI Seismic Normal M1 Seismic Normal M1 Seismic Normal M1 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic 60 deg MI Seismic 60 deg M1 Seismic 60 deg MI Seismic 60 deg MI Seismic 60 deg MI Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg MI Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 90 deg MI Seismic 90 deg MI Seismic 90 deg MI Seismic 90 deg MI Seismic 90 deg MI Seismic 90 deg MI Seismic 90 deg MI Seismic 90 deg MI Seismic-90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Code: ANSI(TlA-222-G 92007-2017byATCIPLLC. AfldghtsreseNed. Engineering Number: OAA697703�_C3�_05 5/12/2017 11:58: 19 AM 188.75 1.923 0.0059 0.3538 0.3539 40.00 0.273 -0.0059 0.2886 0.2886 110.00 0.616 -0.0080 0.2707 0.2707 125.00 0.690 -0.0089 0.3712 0.3712 150.00 0.884 -0.0147 0.4335 0.4336 160.00 0.959 -0.0100 0.3506 0.3506 170.00 1.005 -0.0037 0.1943 0.1943 185.00 1.021 0.0031 0.0754 0.0762 188.75 1.028 0.0033 0.1114 0.1118 40.00 0.377 0.0912 0."71 0.4559 110.00 0.951 0.0692 0.4836 0.4878 125.00 1.075 0.0611 0.6563 0.5590 150.00 1.340 0.0329 0.6885 0.6892 160.00 1."2 0.0284 0.5021 0.5029 170.00 1.612 0.0250 0.3409 0.3413 185.00 1.566 0.0213 0.2349 0.2349 188.75 1.583 0.0215 0,2677 0.2678 40.00 0.003 0.0001 0.00" 0.0044 110.00 0.005 0.0001 0.0157 0.0157 125.00 0.008 0.0001 0.0100 0.0100 150.00 0.010 0.0001 0.0126 0.0126 160.00 0.012 0.0001 0.0109 0.0109 170.00 0.013 0.0002 0.0080 0.0080 185.00 0.016 0.0002 0.0067 0.0067 188.75 0.015 0.0002 0.0076 0.0076 40.00 0.003 0.0001 0.0043 0.0043 110.00 0.002 0.0001 0.0138 0.0138 126.00 0.004 0.0001 0.0079 0.0079 150.00 0.006 0.0001 0.0116 0.0116 160.00 0.008 0.0001 0.0112 0.0112 170.00 0.009 0.0002 0.0096 0.0096 185.00 0.011 0.0002 0.6093 0.0093 188.76 0.012 0.0002 0.0100 0.0101 40.00 0.003 0.0002 0.0056 0.0056 110.00 0.006 0.0001 0.0152 0.0152 125.00 0.009 0.0001 0.0094 0.0094 150.00 0.012 0.0001 0.0135 0.0135 160.00 0.014 0.0001 0.0126 0.0126 170.00 0.015 0.0002 0.0077 0.0077 185.00 0.016 0.0002 0.0063 0.0063 188.75 0.017 0.0002 0.0076 0.0076 40.00 0.003 0.0002 0.0046 0.0046 110.00 0.004 0.0001 0.0139 0.0139 125.00 0.006 0.0002 0.0074 0.0074 160.00 0.008 0.0001 0.0125 0.0125 160.00 0.009 0.0001 0.0130 0.0130 170.00 0.011 0.0002 0.0093 0.0093 185.00 0.013 0.0002 0.0089 0.0089 188.75 0.013 0.0002 0.0101 0.0101 40.00 0.004 0.0002 0.0058 0.0058 110.00 0.007 0.0001 0.0169 0.0169 125.00 0.010 0.0002 0.0104 0.0104 160.00 0.013 0.0001 0.0134 0.0134 160.00 0.015 0.0001 0.0128 0.0128 170.00 0.016 0.0002 0.0078 0.0078 185.00 0.017 0.0002 0.0063 0.0063 188.75 0.018 0.0001 0.0076 0.0076 40.00 1 0.003 0.0002 0.0047 0.0047 110.00 0.004 0.0001 0.0152 0.0152 125.00 0.007 0.0002 0.0086 0.0086 150.00 0.009 0.0001 0.0128 0.0128 160.00 0.011 0.0001 0.0134 0.0134 Page 45 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&TMOBILITY Code: ANSI)TIA-2224 02007-2017byATCIPLLC. A/I rights reserved Engineering Number: OAA6977O3C305 5/12/2017 11:58:19 AM Seismic 90 deg M2 170.00 0.012 0.0002 0.0096 0.0096 Seismic 90 deg M2 185.00 0.014 0.0002 0.0091 0.0091 Seismic 90 deg M2 188.76 0.015 0.0001 0.0104 0.0104 Seismic 120 deg MI 40.00 0.004 0.0002 0.0057 0.0057 Seismic 120 deg M1 110.00 0.008 0.0001 0.0175 0.0175 Seismic 120 deg MI 1A00 0.010 0.0002 0.0112 0.0112 Seismic 120 deg M1 150.00 0.013 0.0001 0.0135 0.0135 Seismic 120 deg Wit 160.00 0.015 0.0001 0.0124 0.0124 Seismic 120 deg MI 170.00 0.017 0.0001 0.0082 0.0082 Seismic 120 deg MI 185.00 0.018 0.0001 0.0064 0.0064 Seismic 120 deg MI 188.75 0.018 0.0001 0.0076 6.0076 Seismic 120 deg M2 40.00 0.003 0.0002 0.0047 0.0047 Seismic 120 deg M2 lio.00 0.005 0.0001 0.0156 0.0156 Seismic 120 deg M2 125.00 0.007 0.0002 0.0091 0.0091 Seismic 120 deg M2 IWOO 0.009 0.0001 0.0125 0.0126 Seismic 120 deg M2 160.00 0.011 0.0001 0.0126 0.0126 Seismic 120 deg M2 170.00 0.013 0.0001 0.0098 0.0098 Seismic 120 deg M2 185.00 0.016 0.0001 0.0089 0.00ig Seismic 120 deg M2 188.75 0.015 0.0001 0.0099 0.0099 Seismic 180 deg M1 40.00 0.003 0.0001 0.0047 0.0047 Seismic 180 deg MI 110.00 0.007 0.0001 0.0164 0.0154 Seismic 180 deg MI 125.00 0.009 0.0002 0.0111 0.0111 Seismic 180 deg MI 150.00 0.013 0.0001 0.0143 0.0143 Seismic 180 deg MI 160.00 0.015 0.0001 0.0123 0.0123 Seismic 180 deg M1 170.00 0.016 0.0000 0.0081 0.0081 Seismic 180 deg MI 185.00 0.018 0.0000 0.0060 0.0060 Seismic 180 deg M1 188.75 0.018 0.0000 0.0074 0.0074 Seismic 180 deg N12 40.00 0.003 0.0001 0.0044 0.00" Seismic 180 deg M2 110.00 0.004 0.0001 0.0141 O.'Oi4l� Seismic 180 deg M2 125.00 0.006 0.0002 0.0092 6.0092 Seismic 180 deg M2 150.00 0.009 0.0001 0.0137 0.0137 Seismic 180 deg M2 160.00 0.011 0.0001 0.0129 O.Q129 Seismic 180 deg M2 170.00 0.013 0.0000 0.0099 0.0099 Seismic 180 deg M2 185.00 0.015 0.0000 0.0089 0.0089 Seismic 180 deg M2 188.75 0.015 0.0000 0.0102 0.0102 Seismic 210 deg Mt 40.00 0.003 0.0001 0.0042 0.0642 Seismic 210 deg MI 110.00 0.006 0.0001 0.0167 0.0�167, Seismic 210 deg MI 126.00 0.009 0.0002 0.0112 0.0112 Seismic 210 deg MI 150.00 0.012 0.0001 0.0139 0.0139 Seismic 210 deg MI 160.00 0.014 0.0001 0.0119 0.0110 Seismic 210 deg M1 170.00 0.016 0.0000 0.0080 0.0080 Seismic 210 deg MI 185.00 0.017 0.0000 0.0061 0.0061 Seismic 210 deg MI 188.75 0.017 0.0000 0.0074 0.0074 Seismic 210 deg M2 40.00 0.003 0.0001 0.0042 0.0042' Seismic 210 deg M2' 110.00 0.003 0.0001 0.0149 0.014� Seismic 210 deg N12. 125.00 0.006 0.0001 0.00§1 0.0091 Seismic 210 deg M2, 150.00 0.008 0.0001 0.0129 0.0129 Seismic 210 deg M2 160.00 0.010 0.0001 0.0122 0.0122 Seismic 210 deg N12 170.00 0.012 0.0000 0.0096 0.0096 Seismic 210 deg M2 185.00 0.013 0.0000 0.0087 0.0087 Seismic 210 deg M2 188.75 0.014 0.0000 0.0099 Seismic 240 deg MI 40.00 0.003 0.0001 0.0046 0.0046 Seismic 240 deg M1 110.00 0.006 0.0001 0.0170 6.0170 Seismic 240 deg MI, 126.00 0.009 0.0002 0.0106 0.0106 Seismic 240 deg Ml--- 150.00-- -----0.011--0.0001---0.0126-0.0126-- Seismic 240 deg MI 160.00 0.013 0.0001 0.0113 0.0113 Seismic 240 deg MI 170.00 0.014 0.0000 0.0674 0.0074 Seismic 240 deg MI IWOO 0.015 0.0001 0.0068 Oxon Seismic 240 deg M1 188.76 0.016 0.0001 0.0069 �0.0069 Selsmic 240 deg M2 40.00 0.003 0.0001 0.0041 0.0041 Seismic 240 deg M2 110.00 0.003 0.0001 0.0153 0.0153 Seismic 240 deg M2 125.00 0.005 0.0001 0.0088 0.0088 Page 46 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Code: ANSIMA-222-G Engineering Number: OAA6977O3C305 02007-2017byATC1PLLC. Allfightsfesemed. 5/12/2017 11:58:19 AM Seismic 240 dog M2 150.00 0.007 0.0001 0.0120 0.0120 Seismic 240 dog M2 160.00 0.009 0.0001 0.0119 0.0119 Seismic 240 deg M2 170.00 0.011 0.0000 0.0093 0.0093 Seismic 240 dog M2 186.00 0,012 0.0001 0.0087 0.0087 Seismic 240 dog M2 188.75 0.013 0.0001 0.0097 0.0097 Seismic 300 deg MI 40.00 0.002 0.0001 0.00" 0.0044 Seismic 300 deg MI 110.00 0.004 0.0001 0.0147 0.0147 Seismic 300 deg MI 125.00 0.007 0.0001 0.0088 0.0088 Seismic 300 dog M1 150.00 0.009 0.0001 0.0125 0.0125 Seismic 300 deg MI 160.00 0.011 0.0001 0.0116 0.0116 Seismic 300 deg MI 170.00 0.012 0.0001 0.0069 0.0069 Seismic 300 dog M1 185.00 0.013 0.0001 0.0058 0.0658 Seismic 300 deg MI 188.75 0.014 0.0001 0.0070 0.0070 Seismic 300 deg M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic 300 deg M2 110.00 0.002 0.0001 0.0135 6.0136 Seismic 300 dog M2 125.00 0.004 0.0001 0.0070 0.0076 Seismic 300 deg M2 150.00 0.005 0.0001 0.0119 0.0119 Seismic 300 ddg M2 160.00 0.007 0.0001 0.0123 0.0123 Seismic 300 deg M2 170.00 0.009 0.0001 0.0088 0.0088 Seismic 300 deg M2 185.00 0.010 0.0001 0.0087 0.0067 Seismic 300 deg M2 188.75 0.011 0.0001 0.0099 0.0099 Seismic 330 deg MI 40.00 0.003 0.0001 0.0040 0.0040 Seismic 330 dog MI 110.00 0.005 0.0001 0.0150 0.0150 Seismic 330 deg M1 125.00 0.007 0.0001 0.0094 0.0094 Seismic 330 deg M1 160.00 0.009 0.0001 0.0125 0.0125 Seismic 330 deg MI 160.00 0.011 0.0001 0.0112 0.0112 Seismic 330 deg M1 170.00 0.012 0.0001 0.0074 0.007� Seismic 330 deg MI 185.00 0.013 0.0001 0.0062 0.00ii2 Seismic 330 deg'MI 188.75 0.014 0.0001 0.0071 0.0071 Seismic 330 dog M2 40.00. 0.003 0.0001 0.0041 0.0041 Seismic 330 deg M2 110.00 0.002 0.0001 0.0133 0.0133 Seismic 330 deg M2 125.00 0.004 0.0001 0.0076 0.0076 Seismic 330 deg M2 150.00 0.005 0.0001 0.0119 0.0119 Seismic 330 deg M2 160.00 0.007 0.0001 0.0119 0.0lig Seismic 330 dog M2 170.00 0.009 0.0001 0.0093 0.0693 Seismic 330 dog M2 185.00 0.010 0.0001 0.0091 0.0091 Seismic 330 deg M2 188.75 0.011 0.0001 0.0100 0.0160 Seismic (Reduced DL) Normal MI 40.00 0.003 0.0001 0.0041 0.0041 Seismic (Reduced DL) Normal MI 110.00 0.006 0.0001 0.0146 0.0146 Seismic (Reduced DL) Normal MI 125.00 0.007 0.0001 0.0097 0.0097 Seismic (Reduced DL) Normal MI 150.00 0.010 0.0001 0.0121 0.0121 Seismic (Reduced DL) Normal Ml 160.00 0.012 0.0001 0.0105 0.0105 Seismic (Reduced DL) Normal Wit 170.00 0.013 0.0002 0.0080 0.0080 Seismic (Reduced DL) Normal Wit 185.00 0.014 0.0002 0.0065 0.0065 Seismic (Reduced DL) Normal MI 188.75 0.016 0.0002 0.0075 0.0075 Seismic (Reduced DL) Normal M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic (Reduced DL) Normal M2 110.00 0.002 0.0001 0.0128 0.0U8 Seismic (Reduced DL) Normal M2 125.00 0.004 0.0001 0.0077 0.0077 Seismic (Reduced DL) Normal M2 160.00 0.006 0.0001 0.0111 0.0111 Seismic (Reduced DL) Normal M2 160.00 0.008 0.0001 0.0108 0.0108 Seismic (Reduced DL) Normal M2 170.00 0.009 0.0001 0.0096 0.696 Seismic (Reduced 131.) Normal M2 185.00 0.011 0.0002 0.0091 0.0091 Seismic (Reduced DL) Normal M2 188.75 0.011 0.0002 0.0099 0.0099 Seismic (Reduced DL) 60 dog MI 40.00 O�003 0.0001 0.0053 0.0053 Seismic (Reduced DL) 60 deg MI 110.00 0.006 0.0001 0.0142 0.6142 Seismic (Reduced DL) 60 deg M1 125.00 0.009 0.0001 0.0092 0.0092 Seismic (Reduced 131.) 60 dog M1 150.00 0.012 0.0001 0.0129 0.0129 Seismic (Reduced DL) 60 dog M1 160.00 0.013 0.0001 0.0120 0.0120 Seismic (Reduced DL) 60 deg M1 170.00 0.015 0.0002 0.0076 0.0076 Seismic (Reduced DL) 60 dog MI 185.00 0.016 0.0002 0.0062 0.0062 Seismic (Reduced DL) 60 dog MI 188.75 0.016 0.0002 0.0075 0.0075 Seismic (Reduced DL) 60 deg M2 40.00 0.003 0.0001 0.0043 0.0043 Page 47 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&TMOSILITY Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg MI Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg MI Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced 131.) 120 deg MI Seismic (Reduced DL) 120 deg MI Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg 11111 Seismic (Reduced DL) 120 deg MI Seismic (Reduced DL) 120 deg MI Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 120 deg M2 'Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 120 deg M2 Seismic (Reduced DL) 180 deg MI Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg MI Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DIL) 180 deg MI Seismic (Reduced DL) 180 deg MI Seismic (Reduced DL) 180 deg MI Seismic (Reduced DL) 180 dog MI Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 dog M2 Seismic (Reduced DL) 180 dog M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 -Seismic (Reduced-DL)A 80-deg M2 Seismic (Reduced DL) 210 dog MI Seismic (Reduced DL) 210 dog MI Seismic (Reduced DL) 210 deg MI Seismic (Reduced 131.) 210 deg MI Seismic (Reduced DL) 210 dog MI Seismic (Reduced DL) 210 dog M1 Seismic (Reduced DL) 210 deg M1 Code: ANSIITIA-222.G 02007-2017byATCIPLLC. All rights resewed. Engineering Number: OAA697703_C3_05 110.00 125.00 150.00 160.00 170.00 185.00 188.75 40.00 110.00 125.00 160.00 160.00 170.00 185.00 188.75 40.00 110.00 125.00 150.00 160.00 170.00 185.00 188.75 40.00 110.00 125.00 150.00 160.00 170.00 185.00 188.75 40.00 110.00 125.00 150.00 160.00 170.00 185.00 188.75 40.00 110.00 125.00 160.00 160.00 170.00 186.00 188.75 40.00 110.00 125.00 150.00 160.00 170.00 185.00 188.75 40.00 110.00 125.00 150.00 160.00 170.00 186.00 Page 48 5/12/2017 11:58:19 AM 0.004 0.0001 0.0129 0.0129 0.006 0.0001 0.0072 0.0072 0.008 0.0001 0.0119 0.0119 0.009 0.0001 0.0123 0.0123 0.011 0.0002 0.0092 0.0092 0.013 0.0002 0.0087 0.0087 0.013 0.0002 0.0100 0.0100 0.003 0.0001 0.0055 0.0055 0.007 0.0001 0.0158 0.0158 0.010 0.0001 0.0102 0.0102 0.013 0.0001 0.0129 0.0129 0.014 0.0001 0.0122 0.0122 0.016 0.0001 0.00iB 0.0078 0.017 0.0002 0.0061 0.0061 0.018 0.0001 0.0075 0.0075 0.003 0.0001 0.0044 0.0044 0.004 0.0001 0:0142 0.0142 0.006 0.0001 0.0084 0.0084 0.009 0.0001 0.0122 0.0122 0.010 0.0001 0.0128 0.0128 0.012 0.0001 0.0097 0.0097 0.014 0.0001 0.0089 0.0089 0.015 0.0001 0.0103 0.0103 0.004 0.0001 0.0054 0.0054 0.007 0.0001 0.0165 0.0165 0.010 0.0002 0.0110 0.0110 0.013 0.0001 0.0131 0.0131 0.016 0.0001 0.0119 0.0119 0.017 0.0001 0.0082 .0.0082 0.018 0.0001 0.0062 0.0062 0.018 0.0001 0.0074 0.0074 0.003 0.0001 0.0043 0.0043 0.004 0.0001 0.0146 0.0146 0.007 0.0001 0.0089 0.0089 0.009 0.0001 0.0120 0.0120 0.011 0.0001 0.0121 0.0121 0.012 0.0001 0.0098 0.0098 0.014 0.0001 0.0087 0.0087 0.015 0.0001 0.0098 0.0098 0.003 0.0001 0.0044 0.0044 0.007 0.0001 0.0145 0.0145 0.009 0.0002 0.0109 0.0109 6.013 0.000`1 0.0137 0.0137 0.015 0.0001 0.0117 0.0117 0.016 0.0000 0.0080 0.0080 0.017 0.0000 0.0059 0.0059 0.018 0.0000 0.0073 0.6073 0.003 0.0001 0.0041 0.0041 0.004 0.0001 0.0131 0.0131 0.006 0.0001 0.0088 0.0088 0.009 0.0001 0.0127 0.0127 0.011 0.0001 0.0121 0.0121 0.012 0.0000 0.0096 0.0096 0.014 0.0000 0.0084 0.0084 -0.015 0.0000- 0.0098-0.0098- 0.003 0.0001 0.0040 0.0040 0.006 0.0001 0.0157 0.0157 0.009 0.0002 0.0110 0.0110 0.012 0.0001 0.0133 0.0133 0.014 0.0001 0.0114 0.0114 0.015 0.0000 0.0080., 0.0080 0.017 0.0000 0.0069 0.0059 SiteNumber: 5080 Code: ANSIMA-222-G 92007-2017byATCIPLLC. 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Site Name: Relay Tower, FIL Engineering Number: OAA6977O3C305 511212017 11:58:19 AM Customer: AT&T MOBILITY Seismic (Reduced DL) 210 dog M1 188.75 0.017 0.0000 0.0073 0.0073 Seismic (Reduced OL) 210 deg M2 40.00 0.003 0.0001 0.0039 0.0039 Seismic (Reduced DL) 210 deg M2 110.00 0.003 0.0001 0.0139 0.0139 Seismic (Reduced DL) 210 deg M2 125.00 0.005 0.0001 0.0089 0.0089 Seismic (Reduced 131.) 210 dog M2 150.00 0.008 0.0001 0.0123 0.0123 Seismic (Reduced 131.) 210 deg M2 160.00 0.010 0.0001 0.0117 0.0117 Seismic (Reduced DL) 210 deg M2 170;00 0.011 0.0000 0.0096 0.0096 Seismic (Reduced DL) 210 deg M2 185.00 0.013 0.0000 0.0086 0.0085 Seismic (Reduced DL) 210 deg M2 188.75 0.014 0.0000 0.0097 0.0097 Seismic (Reduced DL) 240 dog MI 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 240 deg MI 110.00 0.0D6 0.0001 0.0160 0.0160 Seismic (Reduced DL) 240 deg MI 125.00 0.008 0.0001 0.0104 0.0104 Seismic (Reduced DL) 240 deg M1 150.00 0.011 0.0001 0.0121 0.011211 Seismic (Reduced DL) 240 deg MI 160.00 0.013 0.0001 0.0108 U108 Seismic (Reduced DL) 240 deg M1 170.00 0.014 0.0000 0.0074 0.0074 Seismic (Reduced DL) 240 dog MI 185.00 0.015 0.0001 0.0056 0.0056 Seismic (Reduced DL) 240 deg MI 188.75 0.016 0.0001 0.0068 0.0068 Seismic (Reduced DL) 240 deg M2 40.00 0.002 0.0001 0.0037 .0.0037 Seismic (Reduced DL) 240 deg M2 110.00 0.003 0.0001 0.0142 0.0142 Seismic (Reduced DL) 240 dog M2 125.00 0.005 0.0001 0.0086 .0.0086 Seismic (Reduced DL) 240 deg M2 150.00 0.007 0.0001 0.0115 0.01115 Seismic (Reduced131.) 240 deg M2 160.00- 0.009 0.0001 0.0116 0.0115 Seismic (Reduced DL) 240 deg M2 170.00 0.010 0.0000 0.0093 0.0093 Seismic (Reduced DL) 240 d;g M2 186.00 0.012 0.0001 0.0086 0.0085 Seismic (Reduced DL) 240 deg M2 188.75 0.013 0.0001 0.0096 0.0096 Seismic (Reduced DL) 300 deg M1 40.00 0.002 0.0001 0.0041 0.0041 Seismic (Reduced DL) 300 deg MI 110.00 0.004 0.0001 0.0137 0�01137 Seismic (Reduced DL) 300 deg MI 125.00 0.006 0.0001 0.0086 0.0086 Seismic (Reduced DL) 300 dog M1 160.00 0.009 0.0001 0.0119 0.0119 Seismic (Reduced DL) 300 deg M1 160.00 0.011 0.0001 0.0iiii 0.0110 Seismic (Reduced DL) 300 deg MI 176.00 0.012 0.0001 0.0068 0.0068 Seismic (Reduced DL) 300 deg MI 186.00 0.013 0.0001 0.0057 0.0057 Seismic (Reduced DL) 300 deg M1 188.75 0.014 0.0001 0.0069 0.0069 Seismic (Reduced DL) 300 deg M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic (Reduced DL) 300 dog M2 110.00 0.002 0.0001 0.0125 0.0125 Seismic (Reduced DL) 300 dog M2 126.00 0.003 0.0001 0.0068 .0.0068 Seismic (Reduced DL) 300 deg M2 150.00 0.005 0.0001 0.0113 0.0113 Seismic (Reduced DL) 300 deg M2 160.00 0.007 0.0001 0.0117 0.0117 Seismic (Reduced DL) 300 dog M2 170.00 0.008 0.0001 0.0087 0.0087 Seismic (Reduced DL) 300 deg M2 185.00 0.010 0.0001 0.0086 0.0086 Seismic (Reduced DL) 300 deg M2 188.75 0.011 0.0001 0.0098 0.0098 Seismic (Reduced DL) 330 dog MI 40.00 0.003 0.0001 0.0037 0.0037 Seismic (Reduced DL) 330 deg MI 110.00 0.005 0.0001 0.0140 0.0140 Seismic (Reduced DL) 330 deg MI 125.00 0.007 0.0001 0.0092 0.0092 Seismic (Reduced DL) 330 deg M1 150.00 0.009 0.0001 0.0119 0.0119 Seismic (Reduced DL) 330 deg MI 160.00 0.011 0.0001 0.0107 0.0107 Seismic (Reduced DL) 330 dog MI 170.00 0.012 0.0001 0.0074 0.0074 Seismic (Reduced DL) 330 deg M1 185.00 0.013 0.0001 0.0060 0.0060 Seismic (Reduced DL) 330 dog MI 188.75 0.014 0.0001 0.0070 0.0070 Seismic (Reduced DL) 330 deg M2 40.00 0.002 0.0001 0.0038 0.0038 Seismic (Reduced DL) 330 deg M2 110.00 0.002 0.0001 0.0123 0.0123 Seismic (Reduced DL) 330 deg M2 125.00 0.004 0.0001 0.0074 0.0074 Seismic (Reduced DL) 330 dog M2 150.00 0.005 0.0001 0.0113 0.0113 Seismic (Reduced DL) 330 deg M2 160.00 0.007 0.0001 0.0113 0.0113 Seismic (Reduced DL) 330 dog M2 170.00 0.008 0.0001 0.0093 0.0093 Seismic (Reduced DL) 330 deg M2 185.00 0.010 0.0001 0.0089 0.0089 Seismic (Reduced DL) 330 deg M2 188.76 0.011 0.0001 0.0099 0.0099 Serviceability - 60 mph Wind Normal 40.00 0.036 -0.0006 0.0350 0.0360 Semiceability - 60 mph Wind Normal 110.00 0.071 -0.0005 0.0288 0.0288 Serviceability - 60 mph Wind Normal 126.00 0.077 -0.0005 0.0290 d.0290 Serviceability - 60 mph Wind Normal 160.00 0.089 -0.0004 0.0444 0.0444 Serviceability - 60 mph Wind N I ormal 160.00 0.093 -0.0004 0.0112 0.0112 Page 49 Site Number: 5080 Code: ANS11TIA-222-G 02007-2017byATCIPLLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA6977O3C305 Customer: AT&T MOBILITY 611212017 11:58:19 AM Serviceability .60 mph Wind Normal 170.00 0.092 -0.0004 0.0189 0.0189 Serviceability - 60 mph Wind Normal 185.00 0.083 0.0006 0.0342 0.0342 Serviceability - 60 mph Wind Normal 188.75 0.081 0.0006 0.0303 0.0303 Serviceability - 60 mph Wind 60 dog 40.00 0.033 0.0002 0.0333 0.0333 Serviceability - 60 mph Wind 60 deg 110.00 0.068 0.0005 0.0302 0.0302 Serviceability - 60 mph Wind 60 deg 125.00 0.075 0.0006 0.0360 0.0360 Serviceability - 60 mph Wind 60 deg 150.00 0.093 0.0005 0.0435 0.0436 Serviceability - 60 mph Wind 60 deg 160.00 0.101 0.0004 0.0310 O�0310 Serviceability - 60 mph Wind 60 deg 170.00 0.103 0.0007 0.0068 0.0068 Serviceability - 60 mph Wind 60 deg 185.00 0.100 0.0010 0.0117 0.0117 Serviceability - 60 mph Wind 60 deg 188.75 0.100 0.0010 0.0056 0.0057 Serviceability - 60 mph Wind 90 dog 40.00 0.034 0.0189 0.0341 0.0389 Serviceability - 60 mph Wind 90 deg 110.00 0.069 0.0172 0.0310 0.0351 Serviceability - 60 mph Wind 90 deg 125.00 0.075 0.0166 0.0330 0.0366 Serviceability - 60 mph Wind 90 dog 150.00 0.091 0.0132 0.0281 0.0308 Serviceability .60 mph Wind 90 dog 160.00 0.097 0.0115 0.0233 0.0259 Serviceability - 60 mph Wind 90 deg 170.00 0.098 0.0108 0.0137 0.0175 Serviceability - 60 mph Wind 90 deg 185.00 0.091 0.0104 0.0249 0.0269 Serviceability - 60 mph Wind 90 deg 188.76 0.091 0.0101 0.0215 0.0237 Serviceability - 60 mph Wind 120 deg 40.00 0.037 0.0006 0.0367 0.0367 Serviceability - 60 mph Wind 120 deg 110.00 0.074 0.0009 0.0305 0.0306 Serviceability - 60 mph Wind 120 deg 125.00 0.080 0.0009 0.0297 0.0297 Serviceability - 60 mph Wind 120 deg 150.00 0.092 0.0006 0.0277 0.0277 Serviceability - 60 mph Wind 120 dog 160.00 0.096 0.0004 0.0104 0.0104 Serviceability - 60 mph Wind 120 deg 170.00 0.095 0.0007 0.0201 0.0201 Serviceability - 60 mph Wind 120 dog 185.00 0.085 0.0011 0.0352 0.0352 Serviceability - 60 mph Wind 120 deg 188.76 0.083 0.0011 0.0306 0.0306 Serviceability - 60 mph Wind 180 deg 40.00 0.033 0.0009 0.0310 0.0310 Serviceability - 60 mph Wind 180 deg 110.00 0.069 0.0010 0.0308 0.0308 Serviceability - 60 mph Wind 180 deg 125.00 0.076 0.0011 0.0379 0.0380 Serviceability - 60 mph Wind 180 deg 150.00 0.096 0.0007 0.0624 0.0624 Serviceability - 60 mph Wind 180 dog 160.00 0.103 0.0003 0.0328 0.0328 Serviceability - 60 mph Wind 180 deg 170.00 0.106 0.0007 0.0072 0.0072 Serviceability - 60 mph Wind 180 dog 186.00 0.103 0.0010 0.0121 0.0121 Serviceability - 60 mph Wind 180 dog 188.75 0.102 0.0010 0.0060 0.0061 Serviceability - 60 mph Wind 210 dog 40.00 0.033 0.0193 0.0320 0.0370 Serviceability - 60 mph Wind 210 deg 110.00 0.069 0.0175 0.0313 0.0364 Serviceability - 60 mph Wind 210 deg 125.00 0.075 0.0169 0.0349 0.0383 Serviceability .60 mph Wind 210 dog 150.00 0.092 0.0133 0.0520 0.0535 Serviceability - 60 mph Wind 210 dog 160.00 0.098 0.0114 0.0254 0.0278 Serviceability - 60 mph Wind 210 deg 170.00 0.099 0.0107 0.0147 0.0182 Serviceability - 60 mph Wind 210 dog 185.00 0.093 0.0103 0.0249 0.0270 Serviceability - 60 mph Wind 210 dog 188.75 0.092 0.0101 0.0215 0.0237 Serviceability - 60 mph Wind 240 deg 40.00 0.036 0.0006 0.0353 0.0363 Serviceability - 60 mph Wind 240 dog 110.00 0.071 0.0008 0.0303 0.0303 Serviceability - 60 mph Wind 240 deg 126.00 0.078 0.0009 0.0297 0.0297 Serviceability - 60 mph Wind 240 deg 150.00 0.090 0.0005 0.0280 0.0280 Serviceability - 60 mph Wind 240 dog 160.00 0.094 0.0002 0.0106 0.0106 Serviceability - 60 mph Wind 240 deg 170.00 0.093 0.0006 0.0201 0.0201 Serviceability - 60 mph Wind 240 deg 185.00 0.083 0.0010 0.0349 0.0349 Serviceability - 60 mph Wind 240 dog 188.75 0.081 0.0010 0.0304 0.0304 Serviceability - 60 mph Wind 300 deg 40.00 0.032 -0.0007 0.0323 0.0323 Serviceability - 60 mph Wind 300 deg 110.00 0.066 -0.0009 0.0296 0.0296 Serviceability - 60 mph Wind 300 dog 125.00 0.073 -0.0010 0.0352 0.0352 Serviceability - 60 mph Wind 300 deg 150.00 0.091 -0.0008 0.0426 0.0425 Serviceability - 60 mph Wind 300 dog 160.00 0.098 -0.0004 0.0299 0.0299 Serviceability - 60 mph Wind 300 deg 170.00 0.101 0.0001 0.0058 0.0058 Serviceability - 60 mph Wind 300 dog 185.00 0.097 0.0005 0.0122 0.0122 Serviceability - 60 mph Wind 300 deg 188.76 0.097 010005 0.0062 0.0063 Serviceability - 60 mph Wind 330 deg 40.00 0.033 0.0180 0.0318 0.0364 Serviceability .60 mph Wind 330 dog 110.00 0.066 0.0163 0.0295 0.0333 Serviceability - 60 mph Wind 330 dog 125.00 0.072 0.0157 0.0327 0.0360 Page 50 Site Number: 5080 Code: ANSIMA-222-G 02007-2017byATCIPLLC. All rights reserved. Site Name: Relay Tower, FIL Engineering Number: OAA697703C305 5/1212017 11:58:19 AM Customer: AT&T MOBILITY Serviceability - 60 mph Wind 330 deg 160.00 0.088 0.0121 0.0466 0.0480 Serviceability - 60 mph Wind 330 deg 160.00 0.094 0.0107 0.0232 0.0256 Serviceability - 60 mph Wind 330 deg 170.00 0.095 0.0101 0.0119 0.0163 Serviceability - 60 mph Wind 330 deg 185.00 0.089 0.0097 0.02" 0.0263 Serviceability - 60 mph Wind 330 deg 188.75 0.088 0.0095 0.0213 0.0233 Page 51 Site Name: Site Number: Engineering Number: Engineer' Date: RelayV�,- 4,,FL 5086 OAA697703005 A. Venning 05/12/17 Design Base Loads (Factored) Per TIA-222-G Foundation Mapped: Moment (Mj: Shea r/Leg (V,): Compression/Leg (Pj: Uplift/Leg (Tj: Tower Type (GT / S5T): Diameter of Prismatic Portion of Pier (d):. Depth to Base of Foundation: Pier Height Above Ground (h): Length / Width of Pad (w): Thickness of Pad (t): Depth Below Ground Su rface to Water Table (w): Unit Weight of Concrete: Unit Weight of Water: Unit Weight of Sol[ Above Water Table: Unit Weight of Soil Below Water Table: Friction Angle of Uplift from Top of Pad: Friction Angle of Uplift from Base of Pad: Uplift Angle Started at Top or Base of Pad (T/B): Ultimate Skin Friction: Ultimate Compressive Bearing Pressure: Capacity Increase (Due to Transient Loads): Bearing Strength Reduction Factor (�J: Uplift Strength Reduction Factor (�J: Axial Capacities and Design Moment Weight of Concrete (Bouyancy Considered): Weight of Soil (Bouyancy Considered): Ultimate Skin Friction Resistance: Controlling Failure Mode (Top/ Base): 0.60 0.�5 Nominal Uplift Capacity per Leg (�,Tn): Nominal Compressive Capacity per Leg %PJ: P�: Tu/Wn: PJO,Pn: Depth (ft) Ultimate Lateral Top Bottom Bearing Pressure (psf) -0.0 -2.0 0.0 F7TP--] -o.s 600.0 Inflection Point (Below Ground Surface): Factored Design Moment At Inflection Point (Mu): progr-�, st Updaied: #REF! American Tower Corporation 20.2 k -2.4 k 0.0 k Top 13.3 k 205.8 k 193.1 k 0.00 Result: OK 0.94 Result' OK Increment ys.il Cohesion 0 (Psf/ft) (pcq —71 (psf) (degree) 100.0 [ 0 foo 0 330.0 10110 30 -0.5 ft -3.5 k-ft .Site Name: Site Number: Engineering Number: Engineer: Date: Design Standard per TIA-222-G Anchor Radius: Uplift (Factored - Pj: Shear (Factored - Vj: Berm Present: Re,.; rower, IFIL 5080 OAA697703 C3 OS A. Venning 05/12/17 Design Anchor Rod: Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (Q: Thickness -of Anchor (t): Depth Below Ground Surface to WaterTable (w): Soil Uplift at Base / Top of Anchor (B/T): Unit Weight of Concrete: .Unit Weight of Sol] Above Water Table: Unit Weight of Water: Submerged Soil Unit Weight: Internal Angle of Friction: Cohesion: Ult imate Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Maximum Top Conical Failure Angle: Maximum Base Conical Failure Angle: Allowable Capacity Increase: Uplift Strength Reduction Factor (k): Shear Strength Reduction Factor (�J: Concrete Uplift Strength Reduction Factor (0j: 9RM Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered); Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (�u!3�): Pu / �Pn: Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Nominal Shear Resistance (�,V,): V. / (0.: Program Lost Updated., . 511312014 American Tower Corporation 149.0 ft 0.30 30 Degr es 30 Degrees 4.00 (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k 40.5 k 40.1 k 0.40 Result: OK 0.0 k 330 psf 23.8 k 173.8 k 0.20 Result: OK Site Name: Reia'y-iower, FIL Site Number: 5080 Engineering Number: OAA697703005 Engineer: A. Venning Date: 05/12/17 Design Standard Per TIA-222-G Anchor Radius: Uplift (Factored - Pj: �hear (Factored - Vj: Berm Pre sent: Design Anchor Rod: Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchorr(L): Thickness of Anchor (t): Dept h Below Ground Surface to Water Table (w): Soil Uplift at Base / Top of Anchor (BIT): Unit Weight of Concrete: Unit Weight.of Soil Above Water Table: Unit Weight of Water: Submerged Soil Unit Weight: Internal Angle of Friction: Cohesion: Ultimate Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Maximum Top Conical Failure Angle: Maximum Base Conical Failure Angle: Allowable Capacity Increase: Uplift Strength Reduction Factor (�J: Shear Strength Reduction Factor (�J: Concrete Uplift Strength Reduction Factor 9111!ft Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (��Pn): Pu / �Yn: Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Nominal Shear Resistance (�,V,): V. / Cv�: k". I i Program iast, Update& 511312014 American Tower Corporation ft 69'5 1C ft T 150IG Pcf pcf pcf '1.55�Oipcf _�D Degrees 0 psf 0.30 30 1 Degrees 3 0 Degrees to Transient Loads) 0.75 0.15 . 0.90 10.6 k 0.0 k 40.5 k 66.4 k 0.99 Result: OK 0.0 k 330 psf 23.8 k 438.1 k 0.16 Result: OK 1�