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Home My WebLink AboutSTRUCTURAL ANALYSIS REPORTTHESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO VY CGPJAECTIONS REO{ARED GY FIELD INS,-ECTORS TFIAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICASLE CODES, AMERICAN TOWER® C O.R P O R A T 1 O N Structural Analysis Report `�'L;H NNED Structure : 200 ft Guyed Tower BY St. ATC Site Name : Relay Tower, FL Lucie bounty ATC Site Number : 5080 Engineering Number : 0AA689303_C3_01 ST, WCIE COUNTY Proposed Carrier Verizon Wireless P�Nj 7n - Q Carrier Site Name : St. Lucie Relay / Carrier Site Number : 62707 BLDG: Or DATE: 3'Z / Site Location 1480 Dyer Rd ELEC: DATE: , Port Saint Lucie, FL 34952-2861 PLUMB: . 27.324511,-80.311247 DATE: MICH: _ County : Saint Lucie DATE: Date : November 10, 2016 Max Usage : 104% Result PassIEIN�� Prepared By: Reviewed By: * No. 77258 Amir H. Tabarestani, E.I. _ Structural Engineer II STATEI ` 0n OR - CONCEALED FASTENERS OR ATTACHMENTS � 7/till ARE THE RESPONSIBILITY OF THE �zl & t 17 CONTRACTOR OF RECORD Cr`P L�OA: 9053 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-46MI12.Office - 919.466-5424 Fax - www.an ericantower.mm A r AMEMCAMTOWEW . ca.....I ro• Table of Contents Introduction........................................................................................... Supporting Documents......................................................................... Analysis................................................................................................... Conclusion..........:................................................................................... Existing and Reserved Equipment......................................................... nt to be Removed.:.::.......................................................... 1'74"iiV)- 2i l!.i .......................................................... Usages.............................................................................. ons_ w..;:.°.•7n`...i........................................................... .......................................................... Condition5`I�1:...J........... ...........................:.................... Eng. Number 0AA689303_C3_01 November 10, 2016 1 1 1 1 2 2 2 3 3 3 4 Attached ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 -Cary, NC 27518 - 919.468-0112 Office-919466-5414 Fax-www.annericantower.mm A AMERICAN TOWER' co •ro •�rrox Introduction Eng. Number 0AA689303_C3_01 November 10, 2016 Page 1 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 byVerizon Wireless. Supporting Documents Tower Drawings BCI Wireless Mapping; dated July 16, 2005 Foundation Drawing Broadcast Components, Inc. Foundation Mapping, dated July 28, 2005 Geotechnical Report Universal Engineering Sciences Project#19586-001-01, dated November24,1997 Modifications ATC Engineering #73123875, dated October 03, 2005 ATC Engineering#40642236, dated September 25, 2007 ATC Engineedng#43651732, dated January 11, 2010 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 124 mph (3-Second Gust, VASp),160 mph (3-Second Gust, VuLT) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G/2012IBC / 5th Ed. (2014) Florida Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response: Ss = 0.05, S1= 0.03 Site Class: D-Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919466-5414 Fax - www.americantower.com A AMERIGAPI TOWER• ca veo xn•ro• Existing and Reserved Equipment Eng. Number 0AA689303_0_01 November 10, 2016 Page 2 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 200.0 206.0 1 15' Omni -Grid Standoff (1)11/4" Coax Velocita Wireless 188.0 191.0 3 Kathrein 80010765 Sector Frames (12)15/8" Coax (2) 3/8" Coax (2) 0.76" 8 AWG 6 (1) 0.39" FiberTrunk AT&T Mobility 2 Kathrein 800-10122/AP14/17- 880/1940/O88D/ADT/XX 4 Kathrein 742-265. 6 Ericsson.RRUS 11(Band 12) (55lb) 1 Raycap DC6-48-60-18-8F 4 -RFSATM19801712-0 2 RFSATM192012B-0 6 Triasx DBC0037F1V1-1 12 Kathrein 86010025 172.0 172.0 9 Decibel DB848H90E-XY Sector Frames (9)15/8" Coax Sprint Nextel 161.0 - - Sector Frames (12)15/8" Coax Verizon 153.0 153.0 3 RFSAPXV9ERR18-C Sector Frames (3) 11/4"Hybriflex (1) 0.87" Fiber ' Sprint Nextel 3 CommscopeTr1T65AP-SXR 3 Ericsson RRUS-1180OMHz 3 Ericsson RRUS 31 B25 3 Nokia FZHJ 9 RFS ACU-A20-N 127.0 127.0 3 Til-TekTA-819-10V-398 Sector Frames (6)11/4"Coax - 3 Til-TekTA-819-10H-39B 309.0 109.0 3 Til-TekTA-819-30V-39B Sector Frames (6) 1 1/4"Coax GoGo 3 Til-TekTA-819-30H-398 82.0 82.0 1 2' FM Antenna Leg (1)1/2" Coax 41.0 41.0 1 Sala HDCA-5/HCM Leg (1) 3/8" Coax Way FM Media Equipment to be Removed Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount I RAD 161.0 161.0 3 CSS X7-665-4 - - Verizon 1 3 1 CSSAXP19-60-2 6 1 CSS DBC-AP Proposed Equipment Elevation' (ft) 4tY . '' Antenna Mount Type Lines Carrier Mount I RAD 161.0 161.0 6 1MA Wireless X7CQAP-665-VRO Sector Frames - Verizon 6 Kaelus TBCnn30FlVl-1 6 CSS DBC-7CAP Q lbs) 6 CommscopeATSBT-TOP-FM-4G '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 (AU). ATC Tower Services LLC- 3500 Regency Parkway, Suite 100- Cary, NC 27518 - 919.46M112 Office -919.466-5414 Fax - www.americantower.com w ~EIF TOWER• CORPORATION Structure Usa¢es Eng. Number OAA689303_C3_01 November 10, 2016 Page 3 Structural Component Controlling Usage Pass/Fail Legs 104% Pass Diagonals 93% Pass Horizontals 29% Pass Guys 84% Pass Foundations Reaction Component Analysis Reactions % of Usage Base Axial (kips) 188.4 96% Anchor Uplift (kips) 15.8 39% Anchor 1 Shear (kips) 34.1 20% Anchor 2 Uplift (kips) 68.3 103% Anchor 2 Shear (kips) 72.0 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 Antenna Carrier Deflection Twist (°) Sway (ft) (ft) (Rotation) (°) Commscope ATSBT-TOP-FM- 4G CSS DBC-7CAP (7lbs). 161.0 Verizon Wireless 0.106 0.012 0.042 KaelusTBC0030F1V1-1 1MA Wireless X7CQAP-665- VRO "Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G iC P . ATC Tower Services LLC-3500 Regency Parkway, Suite 200- Cary, NC 27518 - 9194W0112 Office - 919.466-5414 Fax - www.annericantower.com EA3 AMERICAN TOWER' coWPoxstior 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 structure 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 capacity 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. r• ATC Tower Services LLC - 3500 Regency Parkway, Suite 100- Cary, NC 27518 - 919468.0112 Office-919-466-5414 Fax - www.americantower.com 2DD.0D 1-.25 Sect 14 185.0D 190.03 Sect 12 160.00 150: Sect 11 Sect 10 140.W Sect 9 120.00 Sect 8 107.07 Sect 7 80.00 Soot 8 60.00 seot5 40_00 SM4 25.03 Sect 3 10.00 2.0d.Sect 2 02007-2016byATC/PLLC. A/ldghisresemed. Job Information Tower: 5080 Location : Relay Tower, FL Code: ANSI1TIA-222-G Shape : Triangle Base Width : 4.00 it - Client: Verizon Wireless Loads: 124 mph no ice Site Class: D Ss: 0.05 S1: 0.03 Sections Properties 60 mph Serviceability Lan Mpmh.m (2)US EMS@185A 1 CHN36ksl C1Ox15.3 CHN 36 ksl CIO x 16.3 IT=10% 2 60D 50 ksl 60D 6XSXO.3125 SAE 36 ksl 1.6X1.6XO.1876 3 60D 60 ksl GOD 6XSXO.3125 SAE 36 ksl 2X2XO.25 4 60D 36 kal 60D 4X4XO.376 SAE 36 ks11.6X1.6XO.2S n 5 60D 36 ksl 60D 4X4XO.2S SAE 36 ksl 1.SX1.6XO.125 u 6 SOD 60 ksl 60D 4X4XO.2S SAE 36 ksl 1.6X1.6XO.1875 7 60D 60 ksl 60D 4X4XO.2S SAE 36 ksl 1.5X1.8XO.126 8 SOD 60 ksl SOD 4X4XO.2S SAE 36 ksl 1.76X1.7SXO.1876 Ir 9 60D 60 ksi. 60D 3.6X3.SXO.26 SAE 36 ksl 1.76X1.75XO.1876 1' 10 60D 60 k61 60D 3.6X3.6XO.25 SAE 36 ksl 1.76X1.76X0.25 n 11 60D 60 ksl SOD 3.6X3.5XO.2S SAE 36 ksl 1.6X1.6XO.1876 u 12 60D 50 ksl 60D 3X3XO.376 SAE 36 ks11.6X1.6XO.1875 13 SOD 60 ksl. SOD 4X4XO.2S SAE 36 kel 2X2XO.1875 14 SOD 60 ksl 60D 4X4XO.2S SAE 36 ksl 2X2XO.1875 SAE 36 ksl 1.76X1.75) 314 BRIDGE Q 16 60D 60 ksl 60D 4X4XO.26 SAE 36 ksl1.76X1.76) IT=10'% Discrete Appurtenance Elev (it). Type City Description SM @120.0 200.00 Whip 1 16'Omnl-Grid R=9% 200.00 Straight Ann 1 Standoff 188.00 Mounting Frame 3 Soctor Frame 188.00 Panel 3 Kathreln Scala 80010765 188.00 Panel 2 Kathreln Scala 800.10122 / APt 188.00 Panel 4 Kathreln Scala 742.265 188.00 6 Ericsson RRUS 11 (Band 12) (56 188.00 1 Raycap DC6-48-60-1831F 9115 EMS .0 188.00 4 RFS ATM19801712.0 IT-S% 188.00 2 RFS ATM192012B-6 188.00 6 Triasx DBC0037FIVI-1 188.00 12 Kathreln Scala 86010026 186.00 Other 1 Torque Arms 172.00 Mounting Frame 3 Sector Frame 172.00 Panel 9 Decibel DB84BH90E.XY 161.00 Panel 6 JMA Wireless X7COAP-666-VRO 161.00 Panel 6 Kaelus TBCO030FIVI-I 161.00 Panel 6 CBS DBC-7CAP p Ibs) B 161.00 Panel 6 Commscope ATSBT-TOP-FM-4G 1/2 EMS O{{� 161.00 Mounting Frame 3 Sector Frame 163.00 Mounting Frame 3 Sector Frame R = 121!(e?a7G'Q 163.00 Panel 3 RFS APXV9ERR78-0 153.00 Panel 3 Commscope TTTT65AP-1XR 163.00 3 Ericsson RRUS-11 800 MHz 12 EMS 153.00 Panel 3 Ericsson RRUS 31 B26 163.00 Panel 3 Nokia FZHJ \IT-12% j 163.00 9 RFS ACU-A20-N 127.00 Panel 3 Til-Tek TA-819-10V-39B 127.00 Panel 3 Til-Tek TA-819-10H398 127.00 Mounting Frame 3 Sector Frame - 169.00 Panel 3 TII-Tek TA-819-10V-39B 109.00 Panel 3 Til-Tek TA-819-10H-398 109.00 Moting Frame 3 Sector Frame 82.00 WhunlYen 1 2'FM Antenna 1876 C\ Elev(R) I m To Qty Description 10.00 200.00 1 1 1/4" Coax 10.00 188.00 2 318" Coax Tower: 5080 Location: Relay Tower, FL Code: ANSIITIA•222-G Shape: Triangle Base Width : 4.001t 02007-2016hyATCIPLLC. AH rights reserved. Client: Verizon Wlreless 10.00 188.00 6 1 618" Coax 10.00 188.00 6 1 618" Coax 10.00 188.00 2 0.76" 8 AWG 6 10.00 188.00 1 0.39" Fiber Trunk 10.00 172.00 6 1 618" Coax 10.00 172.00 3 1 618" Coax 10.00 161.00 1 Wavegulde 10.00 161.00 12 1 6/8" Coax 10.00 163.00 3 1 1/4" Hybrigex 10.00 153.00 1 0.87" Fiber 10.00 127.00 1 Wavegulde 10.00 127.00 6 11/4" Coax 10.00 109.00 6 11/4"Coax . 10.00 12.11 1 112" Coax -' . J. " Tower: 5080 LocationL : Rela 9Tower, F Code : ANSIITIA-222-G Shape : Triangle Base Width: 4.00 ft 02007-2016byATCIPLLC. Alldghtsresemad. Client: Verizon Wireless P U 1a.o' E Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth (°) Uplift (kip) Shear (kip) 149.00 0.00 0 16.73 34.06 149.00 0.00 240 16.78 34.13 149.00 0.00 120 16.70 33.98 167.00 0.00 0 68.29 71.99 167.00 0.00 240 68.07 71.93 Global Base Foundation Design Loads Vertical (kip) Horizontal (kip) 188.41 2.83 Site Number: 5080 Cade: ANSIfTIA-222-G & 2007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:17 AM Customer: Verizon Wireless Analysis Parameters Location: Saint Lucie County, FL Height (ft): 200 Code: ANSI/TIA-222-G Base Elevation (ft): 0.00 Shape: Triangle Bottom Face Width (ft): 4.00 Tower Manufacturer: Mapped Top Face Width (ft): 4.00 Tower Type: Guyed , Ice & Wind Parameters Structure Class: II Design Windspeed Without Ice: 124 mph Exposure Category: C Design Windspeed With Ice: 0 mph Topographic Category: 1 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 (sec): 0.55 T,(sec): 12 p: 1.3 CS: 0.030 SS: 0.055 ��,, Sr: 0.028 CS, Max: 0.032. Fe: 1.600 _ - Fv: 2.400 CS, Min: 0.030 S� : 0.059 - Sat : 0.045 1.2D + 1.6W Normal 1.2D + 1.6W 60 deg 1.2D + 1.6W 90 deg 1.2D + 1.6W 120 deg 1.2D + 1.6W 180 deg 1.2D + 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 (1.2 + 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) ' DL + 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 deg Seismic (Reduced DL) 90 deg Page 1 1 Site Number: 5080 Site Name: Relay Tower, FL Customer: Verizon Wireless (0.9 - 0.2Sds) ' DL + E 120 deg (0.9 - 0.2Sds) ' DL + E 180 deg (0.9 - 0.2Sds) ' DL + E 210 deg (0.9 - 0.2Sds) ' DL + E 240 deg (0.9 - 0.2Sds)' DL + E 300 deg (0.9 - 0.2Sds) ' DL + E 330 deg 1.01D + 1.OW Service Normal 1.OD + 1.OW Service 60 deg 1.01D + 1.OW Service 90 deg 1.013+ 1.OW Service 120 deg 1.01D + 1.OW Service 180 deg 1.OD + 1.OW Service 210 deg 1.01D + 1.OW Service 240 deg 1.01D + 1.OW Service 300 deg 1.01D + 1.OW Service 330 deg Code: ANSI/TIA-222-G o 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA689303_C3_01 Analysis Parameters Seismic (Reduced DL) 120 deg Seismic (Reduced DL) 180 deg Seismic (Reduced DL) 210 deg Seismic (Reduced DL) 240 deg Seismic (Reduced DL) 300 deg Seismic (Reduced DL) 330 deg Serviceability - 60 mph Wind Normal Serviceability - 60 mph Wind 60 deg Serviceability - 60 mph Wind 90 deg Serviceability - 60 mph Wind 120 deg Serviceability - 60 mph Wind 180 deg Serviceability - 60 mph Wind 210 deg Serviceability - 60 mph Wind 240 deg Serviceability - 60 mph Wind 300 deg Serviceability - 60 mph Wind 330 deg Page 2 11/10/201610:41:17 AM Site Number: 5080 Code: Site Name: Relay Tower, FL Engineering Number: Customer: Verizon Wireless Discrete ADDurtenance ProDerties 1.2D+1.6W ANSI/TIA-222-G ® 2007 - 2016 by ATC IP L.I.C. All rights reserved. OAA689303_C3_01 11/10/2016 10:41:17 AM Tower Loading Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. Ma Q, F. (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (lb) 200.0 Standoff 1 120 3.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 49.00 200� 173 200.0 15' Omni -Grid 1 75 13.4 15.0 3.0 3.0 1.00 1.00 6.0 5395.1 49.30 899, : 108 18B.0 Kathrein Scala 860 12 1 0.2 0.6 2.4 2.0 0.80 0.50 3.0 171.1 48.53 57., ,- 21 188.0 Triasx 6 7 0.4 0.6 5.9 2.4 0.80 0.50 3.0 180.6 48.53 60 57 188.0 RFS ATM192012B-0 2 11 1.0 0.8 11.5 6.0 0.80 0.50 3.0 152.1 48.53 51 32 188.0 RFS ATM19801712-0 4 19 1.0 0.8 11.5 6.0 0.80 0.50 3.0 304.1 48.53 101 109 188.0 Raycap DC6-48-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 3.0 202.7 48.53 68 46 188.0 Ericsson RRUS 11 6 55 2.5 1.5 17.0 7.2 0.80 0.50 3.0 1197.4 48.53 399 475 188.0 Kathrein Scala 742- 4 51 7.6 6.3 10.3 5.3 0.80 0.80 3.0 3857.0 48.53 1286 292 188.0 Kathrein Scala 800- 2 62 7.6 6.3 10.3 5.9 0.80 0.82 3.0 1976.7 48.53 659 178 188.0 Kathrein Scala 800 3 52 8.5 6.3 11.8 6.0 0.80 0.79 3.0 3190.7 48.53 1064 224 188.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 48.36 1428 1296 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 48.20 983 720 172.0 Decibel DB848H90E- 9 28 8.4 8.0 6.5 8.0 0.80 0.93 0.0 0.0 47.47 3614 363 172.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 47.47 1401 1296 161.0 Commscope ATSBT- 6 2 0.2 0.5 3.7 2.0 0.80 0.50 0.0 0.0 46.81 31 16 161.0 CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 46.81 110 60 161.0 Kaelus 6 12 0.8 0.8 7.9 2.8 0.80 0.50 0.0 0.0 46.81 115 103 161.0 JMA Wireless 6 46 9.6 6.0 14.6 7.3 0.80 0.79 0.0 0.0 46.81 2305 399 161.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 46.81 1382 1296 153.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 46.31 32: - 13 153.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 46.31 122,i 1242 153.0 Nokia FZHJ 3 55 2.0 0.7 17.4 14.0 0.80 0.50 0.0 0.0 46.31 153: 238 153.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.0 46.31 190 233 153.0 Commscope 3 33 7.0 5.3 12.0 5.0 0.80 0.75 0.0 0.0 46.31 790 141 153.0 RFS APXV9ERRIB-C 3 50 8.0 6.0 11.8 7.0 0.80 0.82 0.0 0.0 46.31 994 216 153.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 46.31 1367 1296 127.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 44.53 1472 1296 127.0 Til-TekTA-819-1OH- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 44.53 1642 406 127.0 TII-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 0.75 0.75 0.0 0.0 43.12 1425 1296 109.0 Til-TekTA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 43.12 1590 406 109.0 Til-Tek TA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 43.12 2026 462 82.00 2' FM Antenna 1 30 2.4 2.0 12.0 12.0 1.00 1.00 0.0 0.0 40.61 133 43 41.00 Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 35.10 95 30 Totals 132 9753 817.1 Discrete Appurtenance Properties 1.OD+1.OW Service Elevation Description (ft) Qty Wt. (lb) EPA (so Length Width (ft) (in) Depth (in) Ka Orient. Factor Vert. Ecc.(ft) M� (lb-ft) Q,, (psf) F, (WL) (Ib) P,(DL) (Ib) 200.0 Standoff 1 120 3.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 11.47 29 120 200.0 15' Omni-Grid 1 75 13.4 15.0 3.0 3.0 1.00 1.00 6.0 789.5 11.54 132 75 188.0 Kathrein Scala 860 12 1 0.2 0.6 2.4 2.0 0.80 0.50 3.0 25.0 11.36 8 14 188.0 Triasx 6 7 0.4 0.6 5.9 2.4 0.80 0.50 3.0 26.4 11.36 9 40 188.0 RFS ATM192012B-0 2 11 1.0 0.8 11.5 6.0 0.80 0.50 3.0 22.3 11.36 7 22 188.0 RFS ATM19801712-0 4 19 1.0 0.8 11.5 6.0 0.80 0.50 3.0 44.5 11.36 15 76 188.0 Raycap DC6-48-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 3.0 29.7 11.36 10 32 188.0 Ericsson RRUS 11 6 55 2.5 1.5 17.0 7.2 0.80 0.50 3.0 175.2 11.36 58 330 188.0 Kathrein Scala 742- 4 51 7.6 6.3 10.3 5.3 0.80 0.80 3.0 564.4 11.36 188 203 188.0 Kathrein Scala 800- 2 62 7.6 6.3 10.3 5.9 0.80 0.82 3.0 289.3 11.36 96 123 188.0 Kathrein Scala 800 3 52 8.5 6.3 11.8 6.0 0.80 0.79 3.0 466.9 11.36 156 155 Page 3 Site Number: 5080 Code: ANSI/TIA-222-G Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 Customer: Verizon Wireless Tower Loadin ® 2007 - 2016 by ATC IP LLC. All rights reserved. 11/10/2016 10:41:17 AM 188.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.32 209 900 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 11.29 144 500 172.0 Decibel DB848H90E- 9 28 8.4 8.0 6.5 8.0 0.80 0.93 0.0 0.0 11.11 529 252 172.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.11 205 900 161.0 Commscope ATSBT- 6 2 0.2 0.5 3.7 2.0 0.80 0.50 0.0 0.0 10.96 4 11 161.0 CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 10.96 16 42 161.0 Kaelus 6 12 0.8 0.8 7.9 2.8 0.80 0.50, 0.0 0.0 10.96 17 71 161.0 JMA Wireless 6 46 9.6 6.0 14.6 7.3 0.80 0.79 0.0 0.0 10.96 337 277 161.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 .0.67- 0.0 0.0 10.96 202 900 153.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 10.84 5 9 153.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 10.84 18 168 153.0 Nokia FZHJ 3 55 2.0 0.7 17.4 14.0 0.80 0.50 0.0 0.0 10.84 22 166 153.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.0 10.84 28 162 153.0 Commscope 3 33 7.0 5.3 12.0 5.0 0.80 0.75 0.0 0.0 10.84 116 98 153.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.82 0.0 0.0 10.84 145 150 153.0 Sector Frame 3 300 14.4 - 0.0 0.0 0.0 0.75 0.67 0.0 0.0 10.84 200 900 127.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.43 215 900 127.0 Til-TekTA-819-10H- 3 94 15.9 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 10.43 306 321 109.0 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 Til-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 82.00 T FM Antenna 1 30 2.4 2.0 12.0 12.0 1.00 1.00 0.0 0.0 9.51 19 30 41.00 Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 8.22 14 21 Totals 132 9753 817.1 Page 4 Site Number: 5080 Code: ANSYTIA-222-G m 2007 -2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/201610:41:17 AM Customer: Verizon Wireless Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka #0 (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in)-, Factor Override 10:00 200.0 11/4" Coax 1 1.55 0.66 0 3 Individual 0.00 N 0.00 1.00 0.00 78:00- 188.0 0.39"Fiber Trunk 1 0.39 0.07 0 Lin App Individual 0.00 N i6.00- 1.00 0.01 10.00 188.0 0.76" 8 AWG 6 2 0.76 0.53 50 Lin App Block 0.00 N :0.00 1.00 0.00 10.00 188.0 1 5/8" Coax 6 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 188.0 1 5/8" Coax 6 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 188.0 3/8" Coax 2 0.44 0.08 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 172.0 1 5/8" Coax 3 1.98 1.04 0 2 Individual 0.00 N 1.00 1.00 0.00 10.00 172.0 1 5/8" 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 50 2 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 Waveguide 1 1.50 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 153.0 0.87" Fiber 1 0.87 0.68 0 1 Individual 0.00 N 1.00 1.00 0.00 10.00 153.0 1 1/4" Hybriflex 3 1.54 1.00 67 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 127.0 1 1/4" Coax 6 1.55 0.63 50 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 127.0 Waveguide 1 1.50 6.00 o Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 109.0 11/4"Coax 6 1.55 0.63 50 LinApp Block 0.00 N 0.00 1.00 0.00 10.00 82.00 1/2" Coax 1 0.63 0.15 0 3 Individual 0.00 N 1.00 1.00 0.00 10.00 41.00 3/8" Coax 1 0.44 0.08 0 3 Individual 0.00 N 1.00 1.00 0.00 Page 5 m a 0zi N W A m m 3 m m + W m V - -— m ry 0 N m O +D7VN000+ WAmV mt0 t0 m"< 00 CD b 6Gt(1t O O OO Om NON O m A O NO NNNWWWA_A AfAIi�VWmm m 0.0 O T Q O .m>p �m�aa (.�W1A Cf N AIV V V p<JOm m O m N 1 A?AN O m NO V. 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O 000 0000 00 00 000 A O m CO) O m O o 0000 0000 00 0000 O D ooc0000000000co o _ y o00000000000000 o m + O o 0 0 0 0 0 0 0 0 0 0 0 0 G IJ IJ N IJ N !J IV IV IV N -+ W Cu + m O VtDW m m VmmN +tOm O tp N N N N N N N N N N N N N N N N in + W W m A A W LW A m fT •m + !J i t W O mA+N+tOm oN mN m t0 W o O o00000000000000 ao - � inmW m mam WmmW W mam m O O O O O O O O O O O O O O O � o y, o00000000000000 0 3a o00000000000000 CD (o ___ N N D m V N -` V V m m V V V W m+ N N Jm CCL DAONAmN A� tom N-�Nv? mm WNA fO V N O ^y rnOOW(mJ W W NW WNtNOOA W O m �mD OON(NitAo (mli tNO AJ Vm 44 A 41 S O N T O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O ^J GG•OOOOOOOOOO p pO N � 1111{{��y��y�� m AA VN m V mcO A+tom AON W ^nI� mAWm V[O WWVmmANmW A Q T m V A W W A m m N+ N m V A lmD �� 'J V OtDm00 WN WN [mOA pVi m+N W .... 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Z rn r j D N A o 0 o 0 0 o 0 0 o O o 0 0 0 j D O C oo c o 0 0 o c o 0 0 0 0 0 0 0 + p y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N O m O m J O O (� N D 0 0000 00000 000 00 N D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m +00000000000000 � O V W V W T N ++ W W+ fN0 (Nlt ONI Nm OtO n W N+tip L.O N in W O A Nm tN0 m O _ _ _ _ _ _ _ _ _ _ _ _ 0 0 0 � CD N N o000000c0000000 N O � ,p o 0000 00000 000 0o A ,� ro �F o00000000000000 �F Z 3 >. 000000c0000000o s Q, T m in D a mtOW ANN WAN mtDmV A W (n D O l W O O O V O fOT A V V WOO W p CD N O D D Z ^y CDO O W W W W NmOmC NfNOOA W O'^y m Er D m J L � GOIJ IV Ctm mfJ-+IJ tO�V l0 A .� T � T �1 � or S OOm mA0 mm A V VmfDAm O CD W D N N ^yam .o� Z o 00000000000000o bbbbbbbbobbbbbb m �� :E. N O " 'O Z O C< G O N +NNNNN + + W AOtON W NW+O mWm N+ Q N A" m AV Nm V WtOA (OmA O N m W m V m W m V m m A N m W • p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .< p Ol T m V m m m+ W W O m N O, T D T A NNOmfN V AO V Qm N — mpph�OO m V N O+A mW mN "WtOmON Qa' N ("� O O m A m+ m+ O m V m+ m W m D T O —0 + O to A � O' v A m(O NW V W mN OwW A m V W m m m W m O'.Z o o M W O V Omo m 0 t0 m m A w (D N V D R Site Number: 5080 Code: ANSIlr1A-222-G Site Name: Relay Tower, FL Engineering Number. OAA689303_C3_01 Customer: Verizon Wireless Section Forces 0007-2016 by ATC IP LLC. All rights reserved. 11/10/2016 10:41:17 AM 14 190.6 48.51 14.73 0.00 0.00 0.30 2.29 0.85 1.00 0.0 12.52 3.94 0.00 706 0 1892 208 2100 13 182.5 48.06 7.80 0.00 0.00 0.36 2.15 0.85 1.00 0.0 6.63 4.79 0.00 542 0 931 261 1192 12 170.0 47.35 16.40 0.00 0.00 0.19 2.62 0.85 1.00 0.0 13.94 30.18 0.00 1354 0 2352 1599 3951 11 155.0 46.44 9.03 0.00 0.00 0.21 2.56 0.85 1.00 0.0 7.68 . 29.97 0.00 895 0 1242 1627 2869 10 145.0 45.79 9.57 0.00 0.00 0.22 2.52 0.85 1.00 0.0 8.13 -32.27 0.00 1016 0 1277 1728 3005 9 130.0 44.75 22.47 0.00 0.00 0.26 2.40 0.85 1.00 0.0 19.10 -- 68;14 0.00 2147 0 2793 3590 6383 8 110.0 43,20 24.14 0.00 0.00 0.28 2.35 0.85 1.00 0.0 20.52 "78.28 0.00 2398 0 2839 4031 6870 7 90.00 41.42 23.05 0.00 0.00 0.27 2.39 0.85 1.00 0.0 19.59 •82.65 0.00 2283 0 2638 4085 6723 6 70.00 39.28 22.40 0.00 0.00 0.26 2.41 0.85 1.00 0.0 %04 83.60 0.00 2379 0 2454 3911 6365 5 50.00 36.60 22.07 0.00 0.00 0.25 2.42 0.85 1.00 0.0 18.76 83.64 0.00 2287 0 2263 3645 5907 4 32.50 33.42 14.80 0.00 0.00 0.23 2.51 0.85 1.00 0.0 12.58 63.25 0.00 1928 0 1433 2514 3947 3 17.50 29.34 18.90 0.00 0.00 0.29 2.34 0.85 1.00 0.0 16.07 63.25 0.00 2073 0 1497 2206 3704 2 6.00 28.44 9.50 0.00 0.00 0.27 2.38 0.85 1.00 0.0 8.07 0.00 0.00 444 0 744 0 744 1 1.00 28.44 8.43 0.00 0.00 1.00 2.10 0.85 1.00 0.0 7.16 0.00 0.00 389 0 582 0 460 ' = Section Force Exceeds Solidity Ratio Criteria 20964 0 54701 LoadCase 1.2D + 1.6W 120 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 124 mph 120 degree with No Ice Section Elev. q A, Ar IceA, a C, D, D, TQ A. EPA. EPAa, Wt. Ice Wt. Fn Fe Force (ft) (psf) OD (sf) (sl) (in) (so . (sf) (so (lb) (lb) (lb) (lb) (lb) 15 198.1 48.90 3.08 0.00 0.00 0.19 2.63 1.00 1.00 0.0 3.08 0.48 0.00 123 0 539 23 563 14 190.6 48.51 14.73 0.00 0.00 0.30 2.29 1.00 1.00 0.0 14.73 -% 13.94" 0.00 706 0 2226 208 2434 13 182.5 48.06 7.80 0.00 0.00 0.36 2.15 1.00 1.00 0.0 7.80 '4.79 0.00 542 0 1096 261 1356 12 170.0 47.35 16.40 0.00 0.00 0.19 2.62 1.00 1.00 0.0 16AO 30.18 0.00 1354 0 2767 1599 4366 11 155.0 46.44 9.03 0.00 0.00 0.21 2.56 1.00 1.00 0.0 9.03 29.97 0.00 895 0 1461 1627 3089 10 145.0 45.79 9.57 0.00 0.00 0.22 2.52 1.00 1.00 0.0 9.57 32.27 0.00 1016 0 1502 1728 3230 9 130.0 44.75 22.47 0.00 0.00 0.26 2.40 1.00 1.00 0.0 22A7 68.14 0.00 2147 0 3286 3590 6876 8 110.0 43.20 24.14 0.00 0.00 0.28 2.35 1.00 1.00 0.0 24.14 78.29 0.00 2398 0 3340 4031 7371 7 90.00 41.42 23.05. 0.00 0.00 0.27 2.39 1.00 1.00 0.0. 23.05 82.65 0.00 2283 0 3104 4085 7188 6 70.00 39.28 22.40 0.00 0.00 0.26 2.41 1.00 1.00 0.0 22.40 83.60 0.00 2379 0 2887 3911 6798 5 50.00 36.60 22.07 0.00 0.00 0.25 2.42 1.00 1.00 0.0 22.07 83.64 0.00 2287 0 2662 3645 6307 4 32.50 33.42 14.80 0.00 0.00 0.23 2.51 1.00 1.00 0.0 14.80 63.25 0.00 1928 0 1686 2514 4200 3 17.50 29.34 18.90 0.00 0.00 0.29 2.34 1.00 1.00 0.0 18.90 63.25 0.00 2073 0 1762 2206 3968 2 6.00 28.44 9.50 0.00 0.00 0.27 2.38 1.00 1.00 0.0 9.50 0.00 0.00 444 0 875 0 875 1 1.00 28.44 8.43 0.00 0.00 1.00 2.10 1.00 1.00 0.0 8.43 0.00 0.00 389 0 684 0 460 = Section Force Exceeds Solidity Ratio Criteria 20964 0 59080 LoadCase 1.21D + 1.6W 180 deg 124 mph 180 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. 4 A, Ar IceA, a C, D, or T, A. EPA, EPA., Wt. Ice Wt. Fm F. Force (11) (psf) (sf) (sl) (sf) (in) Of) (sf) (sl) (lb) (lb) (lb) (lb) (Ib) 15 198.1 48.90 3.08 0.00 0.00 0.19 2.63 0.80 1.00 0.0 2A7 0.48 0.00 123 0 432 23 455 14 190.6 48.5,1.. 14.73 , 0.00 0.00 0.30 2.29 0.80 1.00 0.0 11.79 3.94 0.00 706 0 1781 208 1989 13 182.5;48:08 7:80' „0.00 0.00 0.36, 2.15 0.80 1.00 0.0 6.24 4.79 0.00 542 0 876 261 1137 12 170.0 47.35 i 16.40', -'.0.00 ' 0.00. '-0:18'y' 2.62 0.80 1.00 0.0 13.12 30.18 0.00 1354 0 2214 1599 3812 11 155.0 46.44,.-. 9.03'� .0.00 0.00 2.56 0.80 1.00 0.0 7.23 29.97 0.00 895 0 1169 1627 2796 10 145.0 45.79 '9.57 0.00 0.00 _0.21' 0.22 2.52 0.80 1.00 0.0 7.65 32.27 0.00 1016 0 1202 1728 2930 9 130.0 44.75 22.47 0.00 0.00 0.26 2.40 0.80 1.00 0.0 17.98 68.14 0.00 2147 0 2629 3590 6218 8 110.0 43.20 24.14 0.00 0.00 0.28 2.35 0.80 1.00 0.0 19.31 78.29 0.00 2398 0 2672 4031 6703 7 90.00 41.42 23.05 0.00 0.00 0.27 2.39 0.80 1.00 0.0 18.44 82.65 0.00 2283 0 2483 4085 6568 6 70.00 39.28 22.40 0.00 0.00 0.26 2.41 0.80 1.00 0.0 17.92 83.60 0.00 2379 0 2310 3911 6220 5 50.00 36.60 22.07 0.00 0.00 0.25 2.42 0.80 1.00 0.0 17.66 83.64 0.00 2287 0 2130 3645 5774 Page 7 z a mr, y Noon m -O W a U).-. 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T C m mmJ m p goo oo o,��- Ol WTmVWVOONgN mg (NT mu N O + O O N N + N N N N N �D � l C y mmmANNWA Nm mmVAG G W O O O J O m A J V WOO W 0 v co _p �D o0000000000000c + p Li y C CCo oCCCCo 000Cc o m N .- o0000000 000000c o m co ° N a O N O o 0 0 0 0 0 0 0 0 0 0 p p p c CD D a m o0000000000000c ' O m o 0 0 0 0 0 0 0 0 0 0 0 0 o c cl Cn N + o 0 0 0 0 0 0 0 0 0 0 0 o c O IJ N N IJ !J IJ IJ IJ N IJ � tJ tJ - o V m W m m V m m N+ m m o U � N N(N(��N N NNNNN NN N Nh O wW A� N A tW0 N O N� N m� 4 m at m m at at Qf m Qf Qf m m QI RI P O O O O O O O O O O O O O O C N o 0 0 0 0 0 0 0 0 0 0 0 0 o c pO O O O O O O O O O O O O O C a)o C C O 0 o C o o C O C C o c o' RD m VP+V N mmNV VNm+f. A o N A ami N A mm N W N A D m O m m m m m m V m W N W O O W W W W N W m N m O A W C j a O GfJ IJ m mTIV �IJ iO+ V laF SC o Omm A ONU)AV Vm m Aa co m � o0000000000000c j C b C C C C C C C C C C C C C 0 0 0 0 0 0 0 0 0 0 0 0 0 o c O a Q^ 10 A W W VmU)U)mm Vm J+Am-+ O v p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C IQ m moo_ W tw.�www__wN�a Vm NmtmJ V fm0 fm0 NN W(.NJ W W w O O W m W N m O N W m m O L O' V +aimmmmmmAAm+N V NU)mmO++Ommmm+ cn_ o O O a Ni d � n m v v m O CI � y m i �'A m -n C O n N O + D O � C F v N + o o bD m (3) n �j O a CD m O ' O C N F C' N v O) O V 3 m C a o. o a N Q » ca n ^, N Q G P TG '+ O N � +NW AOi mJmU)O NNW AfT O + m V N 0 0 0+ W A m V m m m � O Om m0 O COO tT mON O m O O O O O O O O O O G G O al A+ mrnm�m�o <o o o o o»�� a7 mwmN IN V+JaVmCIN IJ l+ m m V W J O O N m N V m m m m O N ++ N N N N N + N m m m A N N WAN ro m m V A W A cnm mGfa O+A(n 6A6 V O � W O O O V O m A V V Woo W m A o00000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O M. M. ooCCCo 0 Opo 000000 � 00000C000 o00000000000000 + o 0 0 0 0 0 0 0 0 0 0 0 0 0 O fJ N fJ IJ IJ N IJ !J IJ IJ + W W � O V m W UI m V m m N+ m m O U) N NLNL��]] NNN NN NNNNN N N O wm A �+ N� tW0 U O N W N at fN0 W C O O O G C G O C O O O O G O O O O O O O O O O O O O O O O 000000000000000 000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 000CCCC0000CCC --""NNW m U)OC ANN WA NmmmV A W A U1 iO WOA O+I+fnoA{n �I C W O O O V O m A J J WOO W m m m m m m V m W N W O O W W W W N m m N m O A w 0 O O N N A O N N A V J m� A OAC O O » O D_ > n m 3 a y N v a a O CD m � N i �A O m O O - Tl y n i O O J D O G CD D 2 CD C o m m Z D N 00000000000000o m 000000000000000 vWWV mfOmmmVO0ooV+Am+ V^ O NJNOOmOmmAAN(Fm0 A O m V m W W m m m m m+ m N Q < O NfNli A(wO NA OAS roN�A+W D. TI O mm V o N mm+0 AapiO � � �k N mW V m0 m0 NfNll fNi�NW W Qm O O W m W N m O al w m w m O W m mmfOm000AAm+W Qn mNm N �O (FJO V mWm m m `'Ip m Vm+U�WmNmmWNmmmN T U) CD (D n O_ Q T O N U) O) O 3 a CS C a Z O 3 w 0 Site Number: 5080 Code: ANSI(nA-222-G 02007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number. OAA689303_C3_01 11/10/2016 10:41:18 AM Customer: Verizon Wireless Section Forces 14 190.6 11.36 14.73 0.00 0.00 0.30 2.29 0.85 1.00 0.0 12.52 3.94 0.00 589 0 277 30 307 13 182.5 11.25 7.80 0.00 0.00 0.36 2.15 0.85 1.00 0.0 6.63 4.79 0.00 451 0 136 38 174 12 170.0 11.09 16.40 0.00 0.00 0.19 2.62 0.85 1.00 0.0 13.94 30.18 0.00 1128 0 344 234 578 11 155.0 10.87 9.03 0.00 0.00 0.21 2.56 0.85 1.00 0.0 7.68 29.97 0.00 746 0 182 238 420 10 145.0 10.72 9.57 0.00 0.00 0.22 2.52 0.85 1.00 0.0 8.13 32.27 0.00 846 0 187 253 440 9 130.0 10.48 22.47 0.00 0.00 0.26 2.40 0.85 1.00 0.0 19.10 68.14 0.00 1789 0 409 525 934 8 110.0 10.12 24.14 0.00 0.00 0.28 '2:35 0.85 1.00 0.0 20.52 78.29 0.00 1998 0 415 590 1005 7 90.00 9.70 23.05 0.00 0.00 0.27 2.39 0.85 1.00 0.0 19.59 82.65 0.00 1903 0 386 598 984 6 70.00 9.20 22.40 0.00 0.00 0.26 2.41 0.85 1.00 0.0 19.04 83.60 0.00 1983 0 359 572 931 5 50.00 8.57 22.07 0.00 0.00 0.25 2.42 0.85 1.00 0.0 18.76 83.64 0.00 1906 0 331 533 864 4 32.50 7.83 14.80 0.00 0.00 0.23 2.51 0.85 1.00 0.0 12.58 63.25 0.00 1607 0 210 368 578 3 17.50 6.87 18.90 0.00 0.00 0.29 2.34 0.85 1.00 0.0 16.07 63.25 0.00 1728 0 219 323 542 2 6.00 6.66 9.50 0.00 0.00 0.27 2.38 0.85 1.00 0.0 8.07 0.00 0.00 370 0 109 0 109 1 1.00 6.66 8.43 0.00 0.00 1.00 2.10 0.85 1.00 0.0 7.16 0.00 0.00 324 0 85 0 67 = Section Force Exceeds Solidity Ratio Criteria 17470 0 8005 LoadCase 1.OD + 1.OW Service 120 deg Serviceability - 60 mph Wind 120 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. C� A, A, IceA r e C, D, Dr T, A. EPA, EPA, Wt. Ice Wt. Fri Fe Force (ft) (pst) (so (so (s0 (in) (so (sf) (So (lb) (lb) (lb) (lb) (lb) 15 198.1 11.45 3.08 0.00 0.00 0.19 2.63 -1.00 1.00 0.0 3.08 0.48 0.00 102 0 79 3 82 14 190.6 11.36 14.73 0.00 0.00 0.30 '2:29' 1.00 1.00 0.0 14.73 3.94 0.00 589 0 326 30 356 13 182.5 11.25 7.80 0.00 0.00 0.36 2.15 1.00 1.00 0.0 7.80 4.79 0.00 451 0 160 38 198 12 170.0 11.09 16.40 0.00 0.00 0.19 2.62 1.00 1.00 0.0 16AO 30.18 0.00 1128 0 405 234 639 11 155.0 10.87 9.03 0.00 0.00 0.21 2.56 1.00 1.00 0.0 9.03 29.97 0.00 746 0 214 238 452 10 145.0 10.72 9.57 0.00 0.00 0.22 2.52 1.00 1.00 0.0 9.57 32.27 0.00 846 0 220 253 473 9 130.0 10.48 22.47 0.00 0.00 0.26 2.40 1.00 1.00 0.0 22.47 68.14 0.00 1789 0 481 525 1006 8 110.0 10.12 24.14 0.00 0.00 0.28 2.35 1.00 1.00 0.0 24.14 78.29 0.00 1998 0 489 590 1079 7 90.00 9.70 23.05 0.00 0.00 0.27 2.39 1.00 1.00 0.0 23.05 82.65 0.00 1903 0 454 598 1052 6 70.00 9.20 22.40 0.00 0.00 0.26 2.41 1.00 1.00 0.0 22.40 83.60 0.00 1983 0 422 572 995 5 50.00 8.57 22.07 0.00 0.00 0.25 2.42 1.00 1.00 0.0 22.07 83.64 0.00 1906 0 390 533 923 4 32.50 7.83 14.80 0.00 0.00 0.23 2.51 1.00 1.00 0.0 14.80 63.25 0.00 1607 0 247 368 615 3 17.50 6.87 , 18.90 0.00 0.00 0.29 2.34 1.00 1.00 0.0 18.90 63.25 0.00 1728 0 258 323 581 2 6.00 6.66 9.50 0.00 0.00 0.27 2.38 1.00 1.00 0.0 9.50 0.00 0.00 370 0 128 0 128 1 1.00 6.66 8.43 0.00 0.00 1.00 2.10 1.00 1.00 0.0 8.43 0.00 0.00 324 0 100 0 67 = Section Force Exceeds Solidity Ratio Criteria 17470 0 8645 LoadCase 1.0D + 1.OW Service 180 deg Serviceability - 60 mph Wind 180 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. (ft) q (pst) A, (so A, (so Ice A r (so e C, D, D, Tp (in) A. (so EPA, (So EPA, (So Wt. (lb) Ice Wt. (lb) Fg (Ib) Fa (lb) Force (lb) 15 198.1 11.45 3.08 0.00 0.00 0.19 2.63 0.80 1.00 0.0 2.47 0.48 0.00 102 0 63 3 67 14 190.6 11.36 14.73 0.00 0.00 0.30 2.29 0.80 1.00 0.0 11.79 3.94 0.00 589 0 261 30 291 13 182.5 11.25 7.80 0.00 0.00 0.36 2.15 0.80 1.00 0.0 6.24 4.79 0.00 451 0 123 38 166 12 170.0 11.09 16.40 0.00 0.00 0.19 2.62 0.80 1.00 0.0 13.12 30.18 0.00 1128 0 324 234 558 11 155.0 10.87 9.03 0.00 0.00 0.21 2.56 0.80 1.00 0.0 7.23 29.97 0.00 746 0 171 238 409 10 145.0 10.72 9.57 0.00 0.00 0.22 2.52 0.80 1.00 0.0 7.65 32.27 0.00 846 0 176 253 429 9 130.0 10.48 22.47 0.00 0.00 0.26 2.40 0.80 1.00 0.0 17.98 68.14 0.00 1789 0 385 525 910 8 110.0 10.12 24.14 0.00 0.00 0.28 2.35 0.80 1.00 0.0 19.31 78.29 0.00 1998 0 391 590 981 7 90.00 9.70 23.05 0.00 0.00 0.27 2.39 0.80 1.00 0.0 18.44 82.65 0.00 1903 0 363 598 961 6 70.00 9.20 , 22.40 , 0.00 0.00 0.26 2.41 0.80 1.00 0.0 17.92 83.60 0.00 1983 0 338 572 910 5 50.00 8.57,' 22.07 0.00 0.00 0.25, 2.42 0.80 1.00 0.0 17.66 83.64 0.00 1906 0 312 533 845 Page 11 N m A m + N W A m m V m m O+ N W A f W m J m + + +m �1N000+W AW V mmf 0 0 m m 0 0 0 0 0 m m 0 N O f 000 O 00000000 m (n - m m m V W W m 0 0 0 0+++- i(b iD iD BL A V (D O N W 1 n "l J m m V W J o O N W N V m m m f N NNN N m m W A N N WAN m m m V A f W O O O V O N A J V WOO W( 0000000 0 0 FIR p p 00000000000000i 00000000000000� 00000000000000( 00000000000000f +000OO0000000o5 O IJ IJ IJ IJ IJ IJ !J IJ IV IJ + iJ Gl - O V m W m m J m m N+ m m O t O m A� N A [WO N O N T N W tND 0 0 0 0 0 0 0 0 0 0 0 0 0 o i 0 0 0 0 0 0 0 0 0 0 0 0 0 o f O O O O O O O G O 0 0 0 0 0 f O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0( 0 0 0 0 0 0 0 0 0 0 0 0 0 o i m m W A N N W A N m m m J A WOOO VOUOiA V V WOO W m m m m m V m W N W cc W W W W N m m N m O A W C 0o N N mmClN Iv iO+�I iOL O O m m A O m m A V V m m A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000co� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V A WW V mmmmmJ WJ-'Am O AOWVTfWJW mtmO inmW�(mpl 000000000000000� ONN AfWO NOAf mm m"OmN O m W V O N m m+ O A m O m tL W W m m m m m N N N Nm WJm mNmW(,u W W O O W W WNW O m w m W m O i m + m m m m o 0 o A A m+ W m N W+ N m m J O V m W m m m V m+ m W m N m m W N m W m l o :E 'n O ' n : 'fi 0 ' O fll o .Cm. 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O?O >. ) SCCN AmmmmiONA Om w non co a V N _n j D 2 A O o 0 0 0 0 0 0 0 0 0 0 0 0 0 j D 2 O o 0 0 o n m o o o o c c o c o o o o o 0 0 + o F m o m n 0 (D o00000000000000 (D .. oo00 o u NA 0 0 J m O a, OOooPPP p o op o pp jm O a. 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m o 0 0 0 D D m o000000 0 0 00 0 000CLCD CD o 00 0 O m + o 0 0 0 0 0 0 0 0 0 o m + o 0 0 O V (NO fNJ N W VK) �a NN �+ ww I O !J fJ N m m O m O V m W 0 N N N N NNN N N N N N N N N n N N N N '(� O W A N+ m W O N m N m m W O m A iD 'm iD iD in ao m ao iD m a iD a in in a m bo w m m m m m m m N m W m m m m m O O O O O O O o G G C O 0 0 0 0 0 0 G `0CD O O O G O R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O F O 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N o 0 S 0 Q Q N D V W m N m m m O m W V W m N N m D m V m+ Jm mV V � WA(m0 N'O WDmo A WN N Jm � V ��(D o O m m m W m W J m W N W m m m 'O OO IV IJ mm(n N+N(O+ V ip A �'D O OIJ N a� CS C C N a O O O O O O O O O O O O O O O N O O O O O N o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O N b o o b A O O aV J +++++++ + O- A w w V m m m m m V (OV +Am+ Q CDA W WJm (O V NV NOOmOmmmA NmmO � f0 J N VNO O A O m V m W W W m m m m+ m N O A O m V c .`^2 0 00000000000tp0J 00o c� o 0 000 Qn Wt00 m O �fmOm mfOO VN AAV V QD O NOOI V fT� N T W VtmO tmp NfNll fNi� fN� W W mm NOwI O O W m W N m O m W m W m O W O O W m T 1 T � m o mOm JtW W�moO (mJAN V VO V �� 1, �� (Vp mON OmI C0 0 0 0 7 O 0 0 N O CI ♦ co m r ♦ ti c n R. ° ') o a a o z z 3 3 3 +wrnJ.++++++++ m 3 JD N J3, wa JJD++++++++ m 3 m m m O +O)VN000+WA W V W fD tD O(JI NO N O CD y �p p +W�1N000+ W A.(TV W tp tp OON(1100 O� v� O O O OOfT UI00000 N UION O W O OCD 0 O 0 0 0 0 0 0 O O O O O G N W+ = OT O N W W WWVD1 tO [00000++++9 'p O Q pIAOVWtO t00000++++9 O m N O IWLI -n N+n WWW 6 J 4 M T Qm N O } O O V,d N + NNNNN + + N NNNNN + +O O WA fO W A N N W A N fO tD W V A W �6 zo GJ OA b+-LV JD � En AUID WOOO ry W O n .. CO ri �. U) fo r .. N Jp Ao j D 2 A j D 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 o m o000 00 00 0000000 .� O w o0000 000 0000000 + o 000000000000000 0 �. (p i,�.lo 000000000000000 ,� ,o, W CD co O000 0000 00 00000 O o0000 0 00 0 000000 p 00000000000000o D o000o 000 oc00000 D o00000000000000 - CD y o00000000000000CL CD O O +00000 000000000 +oo 000000000ow O N N !J IV IJ !J !J IJ !J IV � 41 4J � O IJ IJ !J IJ IJ !J IJ !J IJ IJ � � fJ lJ O V tD W N W J W W N+ tO W O tp O V fD W OI W V W W N+ tp W O lD N N N N N N N N N N N N N N N N N N(.11 N N N N N N N N N N N N n A N O N N W (. K) W N O N in N O fWD OW1 O (ND O A two fT Ot m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 0 o O o 0 0 0 0 0 0 a oa mio is ao ao inm ma ao um ro ama oow ao aoo a ama a aomo m ao S W WfT tr W N OtN Of Ut ()tN N DEN 000000000000000 Cl) m R O cn CD N J 0 0 0 0 0 0 0 0 0 0 O O O O O O O O ^ 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 CD (7 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O f0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 O > 3 00000 00000000 0 0 N 000 000000 0 00000 '-' m rr O i <O O SO V W WN(PtOW V4P W NN m D W JN+V J Wt0 V V +N NF4 m D 0 + O O LI V O LN (p W VVW WAtON OW WAW NN AON AW NA+WVtWNAJDV z 0 0 g W W W W W V W W N W O O W O m 3 W W W W W V W W N W O O A m 3 W W W W W W N W W N (DOA N T W W W W N W W N tD O W O .O W O ONN W W WIJ +IJ (D+V t0 A O ONNAO NN AV V W tOA W � � 0 � OON NW W W N+IJ iO+�I t0 A OOUt W A001 tOA W .'JA 7' W D V V WJOA G W N O0O0O0OO O0O0 O0O0 O0O0 O0O0O0O0O0 m O N W D O 0000 OO G G 000 00 D O' 0 00000 00 00 00000 p� (,J O 00000000000000 g (♦,� O W O O O v++++++ V + NJN0OgOt00 WA ANN�O QCD CD �- coV J ++++++ ppoo + N VNOOOWO O[ODm �.�^L C' O A O W V W W W W t0 W W W+ (D N O AAN(AjimO A O W J W W W W f0 W W W+ tO N (0 ^ mG V T O' W O++WOL W+OW WAWJW Qk WOOtO+W WtOWJVNNWW Pk Vt tOroO+tD W W cDV N?? W V V O NW VN W W+fT W +AW+ W O WWOI VINOINN NN Qm WWN Vt fTN OtNNN Qn N n O O W W W N W O W W W A W O W ... N W W V tp t0 N Ut W (��J W W O O W W W N W O fT W W A W O W O D W = T 0 "Mp fOli � WNmA�N O fWOmW+OiNDMmm W V W D .Y Site Number 5080 Code: ANSI7TIA-222-G 0007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Force/Stress Summary Section: 1 BASE Max Compression Member Pu (kip) Bot Elev (ft): 0.00 Len Bracing Load Case (ft) X Y Height (ft): % Z KUR 2.000 Fy Phic Pn Num (ksi) (kip) Bolts Shear Bear Num phiRnv phiRn Use Holes (kip) (kip) % Controls LEG CHN-C10x15.3 -97.461.213+1.6W 3.06 100 100 100 51.4 36.0 126.57 0 0 0.00- 0.00 76 Member HORIZ' 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 --0.00 0 DL4G , - 0.00 0.000 0 0 0 0.0 0.0 0.00 0 o 0.00- 7. 0.00 Shear Bear Pu Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ CHN - C10 x 15.3 43.22 1.2D + 1.6W 36 58 145.48 0 0 0.00 0.00 29 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0 Section: 2 8'- 2 Bays Bot Elev (ft): 2.00 Height (ft): 8.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 6OD 5X5XO.3125 -68.17 1.21D + 1.6W 4.00 100 100 100 40.3 50.0 121.06 0 0 0.00 0.00 56 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 -1.5X1.5X0.1875 -2.321.21)+1.6W 5.657 50 50 50117.9 36.0 8.26 1 1 9.72'-10.44 28 Member Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (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 DIAG SAE - 1.5X1.5X0.1875 2.16 1.21) + 1.6W 36 58 13.47 1 1 9.72 7.09 30 Bolt Bear Section: 3 15'-3 Bays Bot Elev (ft): 10.00 Height (ft): 15.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 5X5X0.3125 -71.67 1.2D + 1.6W 5.00 100 100 100 50.4 50.0 113.22 0 0 0.00 0.00 63 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 -2X2X0.25 -2.14 1.21)+1.6W 6.403 50 50 50 103.7 36.0 17.29 1 1 9.72 13.92 22 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) ova 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 DIAG SAE -2X2X0.25 1.42 1.2D+1.6W 90 36 58 25.57 1 1. 9.72 9.45 15 Bolt Bear Page 14 f Site Number: 5080 Code: ANSIrrIA-222-G @007 -2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Force/Stress Summa Section: 4 15'-3 Bays Bot Elev (ft): 25.00 Height (ft): 15.000 Shear Bear Pu Len Bracing % Fy Phic Ph Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0:575 -71.64 1.21D + 1.6W 5.00 100 100 100 64.4 36.0 74.50 0 0 0.00 0.00 96 Member-Z HORIZ 17, 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.5X1.5Xo.25 -2.50 1.21D + 1.6W 6.403 50 50 50 131.6 36.0 8.99 1 1 9.72 13.92 27 Mernbef Z Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (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 DIAG SAE - 1.5X1.5X0.25 3.42 1.21D + 1.6W 330 36 58 17.41 1 1 9.72 9.45 36 Boll Bear Section: 5 Modified Bot Elev (ft): 40.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Ph Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Hales (kip) (kip) % Controls LEG 60D - 6OD 4X4XO.25 -64.76 1.21D + 1.6W 5.00 100 100 100 0.0 0.0 110.41 0 0 0.00 0.00 58 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 - 1.5X1.5X0.125 -4.43 1.21D + 1.6W 6.403 50 50 50 129.8 36.0 4.80 1 1 9.72 6.96 92 MemlSer-Z. Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (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 DIAG SAE - 1.5X1.5X0.125 1.90 1.21D + 1.6W 36 58 9.20 1 1 9.72 4.72 40 Bolt Bear Section: 6 20'-4 Bays Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Ph Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 -60.57 1.21D + 1.6W 5.00 50 50 50 31.6 43.5 71.25 0 0 0.00 0.00 85 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-1.5X1.5X0.1875 -4.00 1.21D+1.6W 6.403 50 50 50 131.1 36.0 6.95 1 1 9.72 10.44 57 Member Shear Bear - Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (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 DIAG SAE - 1.5X1.5X0.1875 2.93 1.21D + 1.6W 330 36 58 13A7 1 1 9.72 7.09 41 Bolt Bear Page 16 A Site Number: 5080 Code: ANSVTIA-222-G (2007 - 2016 by.ATC IP L-C. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM' Customer: Verizon Wireless Force/Stress Summa Section: 7 20'4 Bays Bot Elev (ft): 80.00 Height (ft): 20.000 - Shear Bear Pu Len Bracing % Fy Phic Ph Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D4X4X0.25 -57.361.21)+1.6W 4.97 50 50 50 31.4 43.5 71.29 0 0.00 0.00 80 MemberZ HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 _b -0'': 0 0.00 0.00 0 DIAG SAE - 1.5X7.5X0.125 -3.95 1.21) + 1.6W 6.384 50 50 50. 129.4 36.0 4.83 ,-t'' 1 9.72 6.96 61 Member Z Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) ( p)� Load Case � (ksi) (ksi) (kip) Bolts Holes (kip) Controls (kip} 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 DIAG SAE - 1.5X1.5X0:125 2.61 1.21D + 1.6W 120 36 58 9.20 1 1 9.72 4.72 55 Bolt Bear Section: 8 20'-4 Bays Bot Elev (ft): 100.0 Height (ft): 20.000 Max Compression Member LEG 60D-6OD4X4XO.25 HORIZ DIAG SAE-1.75X1.75X0.18 Max.Tension Member LEG HORIZ DIAG SAE - 1.75X1.75X0.18 Pu Len Bracing % F.y (kip) Load Case (ft) X Y Z KUR (ksi) -62.33 1.21D + 1.6W 5.00 50 ' 50 50 31.6 43.5 0.00 0.000 0 0 0 0.0 0.0 -5.17 1.213 + 1.6W 6.403 50 50 50 114.0 36.0 Pu Shear Bear Phic Pn Num Num phiRnv phiRn Use (kip) Bolts Holes (kip) (kip) % Controls 71.25 0 0 0.00 0.00 87 Member Z 0.00 0 0 0.00 0.00 0 10.15 1. 1 9.72 10.44 53 Bolt Shear Shear. Bear Fy Fu Phit Pn Num Num phiRnv " phiRn Use p) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls 0.00 0- 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0 0 0.00 0.00 0 4:04 1.21D + 1.6W 330 :36 58 16.44 1 1 9.72 7.09 57 Bolt Bear Section: 9 20'-4 Bays Bot Elev (ft): 120.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Ph Num Num phiRnv phiRn Use Max Compression Member (kip). Load Case (ft) XX Yp��; KUR (ksi)(kip) Bolts Holes (kip) (kip) % Controls LEG • a �GYi+�iii�ilGi� •0.00 �Z )� r r °0 rr Member HORIZ - � � 0.000 0 0 0 0.0 0.0' - 0.00 0 ' 0 0.00 ().007 0 DIAG SAE - 1.75X1.75X0.18 -5.38 1.21) + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 55 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (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 DIAG SAE - 1.75X1.75X0.18 4.71 1.213 + 1.6W 90 36 58 16.44 1 1 9.72 7.09 66 Bolt Bear Page 16 Site Number: 5080 Code: ANSIITIA-222-G C2007 -2016 by ATC IP L-C. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Force/Stress Summary Section: 10 Modified Bot Elev (ft): 140.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip).,Bolts Holes (kip) (kip) % Controls ' LEG 60D - 60D 3.5X3.5X0. -41.98 1.21D + 1.6W 5.00 100 100 100 0.0 0.0 102.05�-_,�-0 0 0.00 0.00 41 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-1.75X1.75X0.25 -8.26 1.21) + 1.6W 6.403 50 50 50 114.5 36.0 13.16 "- 1 1 9.72 13.92 85 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (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 DIAG SAE-1.75X1.75X0.25 7.94 1.2D + 1.6W 90 36 58 21.33 1 1 9.72 9.45 84 Bolt Bear Section: 11 Modified Bot Elev (ft): 150.0 Height (ft): 10.000 Shear Bear Pu Len Bracing% Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls. LEG 60D - 60D 3.6X3.5X0. -52.22 1.2D + 1.6W 60 5.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 51 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-1.5X1.5X0.1875 -6.471.21D+1.6W 90 6.403 50 50 50131.1 36.0 6.95::=`_1 1 9.72 10.44 93 Member Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3.5X3.5X0. 14.33 1.21D + 1.6W 120 50 65 76.05 0 0 0.00 0.00 18 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.5X1.5X0:1875 6.42 1.20 + 1.6W 90 36 58 13.47 1 1 9.72 7.09 90 Bolt Bear Section: 12 10 - fixed Bot Elev (ft): 160.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 6OD 3X3XO.375 -57.03 1.21D + 1.6W 60 5.00 100 100 100 0.0 0.0 88.66 0 0 0.00 0.00 64 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-1.5X1.5X0.1875 -4.22 1.213+1.6W 6.403 50 50 50 131.1 36.0 6.95 1 1 9.72 10.44 60 Member F s� Shear Bear Pu'� Fy Fu Phil Pn Num Num phiRnv' phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip). Bolts Holes (kip) (kip) % Controls LEG 60D - 6OD 3X3XO.375 20.70 1.21D + 1.6W 120 50 65 94.95 0 0 0.00 0.00 21 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.5X1.5X0.1875 3.80 1.213 + 1.6W 120 36 58 13.47 1 1 9.72 7.09 53 Bolt Bear Page 17 Site Number: 5080 Code: ANSIITIA-222-G 0007 -2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Force/Stress Summary Section: 13 11-1 Bot Elev (ft): 180.0 Height (ft): 5.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 -14.92 1.2D + 1.6W 5.00 100 100 100 63.2 ,_43.5 58.91 0 0 0.00 0.00 25 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-2X2X0.1875 -6.79 1.2D+1.6W 6.403 50 50 50 103.1 '36.0 13.23 1 1 9.72 10.44 69 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 11.29 1.2D + 1.6W 180 50 65 87.30 0 0 0.00 0.00 12 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2X2X0.1875 6.49 1.2D + 1.6W 210 36 58 19.50 1 1 9.72 7.09 91 Bolt Bear Section: 14 11-2 Bot Elev (ft): 185.0 Height (ft): 11.250 Shear Bear Pu Len Bracing % Fy Phic Pin Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 -18.29 1.20 + 1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 27 Member Z HORIZ SAE -1.75X1.75X0.18-0.871.21D+1.6W 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 12 Member DIAG SAE - 2X2X0.1875 -4.41 1.21) + 1.6W 5.483 50 50 50 92.6 ^'36.0 14.75 1 1 9.72 10.44 45 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num -Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) /, Controls LEG 60D-60D 4X4X0.25 14.65 1.21)+1.6W 180 50 65 87.30 0 0 0.00 0.00 16 Member HORIZ SAE - 1.75X1.75X0.18 0.93 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 4 Member DIAG SAE - 2X2X0.1875 4.64 1.21D + 1.6W 210 36 58 19.50 1 1 9.72 7.09 65 Bolt Bear Section: 15 11-3 Bot Elev (ft): 196.2 Height (ft): 3.750 Shear Bear Pu Len Bracing % Fy Phic Pin Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D 4X4X0.25 -0.10 1.21D+1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 6.00 0.00 0 Member HORIZSAE-1.75X1.75X0.18 -0.01 1.21D+1.6W 4.000 100 100 100139.9 36.0 7.16 0 0 0.00 0.00 0 Member DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 P Pu Fy Fu Phit Pn Num' Num �R ,.ear Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (klp (kip) ova Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE -1.75X1.75X0.18 0.01 1.2D+1.6W 36 58 20.12 0 0 0.00 0.00 0 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0 Page 18 r O rn O O O O O o O m _n ° O o, + + + + + + + + m 3 3 0 0 0 o Z O f0 ID Ip <D f0 !D O N N N O i r � £ N r Z �D DD��i �i �i��D-` >�i �i �i>>D- ��DDD� ��DD>� ��D D >� ��>>>-+ ��DD D� ° m am am cm o�w cm. am cm cm am am am am cm cm am m o N �ON Ol N 6o WWW�W�00 N00 N N NOp)O- N NNN-WON UI N WOAWON ANOU0 x T X Qd J GNN A �W fnM DAO W Nm 01 ?��Oill Nin DIDO W 6-- b wO NW WO AW�OJVl OW tiIN Wing 0 OO6OWOO v (p OWDO DW WWOWWOO OOAOVNN WJWp�O NWODWON NNOO u CD 0 f° m d Z A W OOINNN 01� WSi �W ONOAOWW W m SW WK3 dJO W.ID �O�� A -Op NNWN 1 001i � wp NOOOAWW M0 W K)WW6I4'o 0M8 ' A OW ONW NN IP Mp1 �� W OONW WOW x 'p� T N ° 3 N WNW W� wW �O+IO� NNNW V(,J_ MMMMMwo 01WA OWE NO+W V(p� mfJ Ut WIJ O)r WWA(D tD+Ip "" NJWOID NW WfpJ NWID IpV W W WW W W W W W W NCAW�WJ WNNV WNID WANW VOID W W Wwwo- O 7(n O D O O O((.. 4N NAn((AOQ b)W{0 JJ 'Nw WWrWW in W OWN DW?WWiO _W OPO W Un O N�WAOW wio W OJ WOPn W ACNNyA D1 b)blT AWAW V+IpNVOA l 'V.NWIDN AA wW NOOW W V W VNO A:., WInW W NNW W W�WAAW W WONNW� W D too O N O N w G1 to II C o a � x N O II O ,� F o o � N C1 O D W = oa � a F Yo ID D � n + 0 + 0 I+ 0 N 0 N 0 N 0 N o I+ a N + y 3 A m N c N co co N N M ♦ W + m N fm N + m N <m + m O m + m O Q + m O (O + m O eD + m 0 W N + m 0 N O m o o H m T �' o am cm cm cm vm cm Qm vm vm 'v m' am vm' vm vm' Qm cm vm m o O mOOmJ00 [pOpmJ00 (pOOmV00 OOOmJ00 m0001V00 OOpmOlpp 00 �� NJ N � n b m..pp OGt000 <D�Om000 VmOdo000 JOA000 ONOIpOOG ID C10 m000 W41 G tOm00 OVVOO Appoo000 O�UtO� PtAyN�NGt t0� Ct0 � � O IOAOVNOO mNOmm00 WNOIT000 I7tmONV00 I>tNOmm00 AAONNOO O��mITOV mN � � !D m Z N J O IVp SSS J WWLNI WNIWD Om�W SSS - O�A au O W W WVtp A+SSSOW W WV(p s S�S-+SO W(�1'W�1(pP' mIWm�ln ppOmm 0(T1SO BQ W� OWJW V Wg,AAAAW:�j0 � `i�-OVt AANOOV V Wwo Wt OOWi W OW�IAp AW 1 ANAA ApW mmmw "W OO 1 pt N(J IT l m0 (TW+(J bmO Npt--b bm0 60—d .Q JO NT-+ . 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(sPSZ'0 - 6'0) LIN 69P OEE 3 + -10 . (sPSZ'0 - 6'0) ZW 68P OOE 9 + l0 . (sPSZ'O - TO) ssalanM uozuaq :jawoLsnO LNV 6V L4:OL 9LOVOL4L LO E0 EO£699WO :jegwnN 6uuaauft3 ld 7amoy Relay :aweN aL1S 'PeNDSeJsl46ulJV '0lldl01VFg9L0Z-L00A `J-ZZZ-Vli/ISNV :SpoO 0909 �agwnN aLIS N O N 0 () (n O O O j + + m Q o t° O O O p f d f0 t0 f0 � d NWOWC I y � d Pd PGl Pd Pd Pad ,PN Pd P x J O C AOOtOJ00 fI6ow (TOO W(Jt00�?00 OO�OV a W 6 io N Of�AO1 <T C IJ?6OA IV AK)A fIiGA VA":-L N d d Wf1� A<ON�mVN mWNAOVV WORM CD b y N Z W ` V O»WP4I N OQOCo �Nb ANA�N �fn C W W ? O �()�OJ LEA tJ iT C.tpWV4 pp��11T NtD IJ L. ' -•T WfJ Nfp -`? N .l N WWmOI W{TN WOUINAAdi O1�ODV000 +OtD O� cn D C D Z N m 0 0' 3 &6V6�.( 6 1 1 64lwc 6p6 VWfTAN ylO fTWV1 D N A O N L4Wl N�lOtVOA VNVkalAN +VNt4 OV b Vi, D W W N W � �O Cl Site Number: 5080 Code: ANSIrrIA-222-G r3007 - 2016 by ATC IP L-C. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth ( 9 Uplift (kip) Shear (kip) 149.00 0.00 0 15.73 34.05 149.00 0.00 240 15.78 34.13 149.00 0.00 120 15.70 33.98 157.00 0.00 0 68.29 71.99 157.00 0.00 240 68.07 71.93 f57.00 0.00 120 68.30 72.04 Maximum Cable Forces Summa Allow Applied Elevation Anchor Tower Tension Tension Use Load Case (ft) Cable Node Node (kip) (kip) % 1.21) + 1.6W 90 deg 45.00 112 EHS Ala 11b 16.14 10.35 64 1.2D+1.6W 90 deg 60.00 1/2 EHS Ala 14b 16.14 11.69 72 1.21) + 1.6W 90 deg 94.97 9116 EHS Ala 22b 21.00 15.93 76 1.21D + 1.6W 90 deg 120.00 3/4 EHS Ala 28b 34.98 28.48 81 1.2D + 1.6W 90 deg 140.00 3/4 BRIDGE Ala 32b 40.80 30.03 74 1.2D + 1.6W 210 deg 185.00 5/8 EHS A2 T6b 25.44 21.34 84 :.� Ctofr-y HL Page 26 Site Number: 5080 Code: ANSI/TIA-222-G a007-2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: 0AA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Deflections and Rotations Elevation Deflection Twist Sway Resultant Load Case (ft) (ft) (deg) (deg) (deg) 124 mph Normal to Face with No Ice .. 40.00 0.462 0.0002 0.5566 0.5566 124 mph Normal to Face with No Ice 80.05 0.871 0.0009 0.5726 0.5726 124 mph Normal to Face with No Ice ° - 110.00 1.165 0.0017 0.6196 0.6196 124 mph Normal to Face with No Ice -' 125.00 1.332 0.0018 0.7390 0.7390 124 mph Normal to Face with No Ice 155.00 1.768 0.0015 0.8786 0.8786 124 mph Normal to Face with No Ice 160.00 1.840 0.0019 0.7597 0.7597 124 mph Normal to Face with No Ice 170.00 1.957 0.0040 0.5903 0.5903 124 mph Normal to Face with No Ice 185.00 2.083 0.0060 0.4557 0.4557 124 mph Normal to Face with No Ice 188.75 2.119 0.0060 0.7905 0.7906 124 mph Nomlal to Face with No Ice 200.00 2.295 0.0058 1.9678 1.9678 124 mph 60 degree with No Ice 40.00 0.274 0.0357 0.2913 0.2931 124 mph 60 degree with No Ice 80.05 0.489 0.0386 0.2851 0.2873 124 mph 60 degree with No Ice 110.00 0.630 0.0427 0.2936 0.2967 124 mph 60 degree with No Ice 124 mph 60 degree with No Ice 124 mph 60 degree with No Ice 124 mph 60 degree with No Ice 124 mph 60 degree with No Ice 124 mph 60 degree with No Ice 124 mph 60 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 90 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 120 degree with No Ice 124 mph 180 degree with No Ice,; 124 mph 180 degree with No Ice, 124 mph ISO degree with No Ice 124 mph 180 degree with No Ice 124 mph 180 degree with No Ice 124 mph 180 degree with No Ice 124 mph 180 degree with No Ice 124 mph 180 degree with No Ice 124 mph 180 degree with No Ice 124 mph 180 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice - 125.00 0.712 0.0454 0.4148 0.4168 155.00 0.980 0.0479 0.5384 0.5406 160.00 1.022 0.0481 0.4286 0.4310 170.00 1.078 0.0498 0.2452 0.2500 185.00 1.107 0.0806 0.1824 0.1987 188.75 1.117 0.0982 0.3414 0.3552 200.00 1.157 0.1283 0.9188 0.9269 40.00 0.375 0.0870 0.4519 0.4598 80.05 0.721 0.0758 0.5048 0.5100 110.00 0.979 0.0628 0.5399 0.5430 125.00 1.121 0.0549 0.6340 0.6359 155.00 1.488 0.0284 0.7164 0.7169 160.00 1.547 0.0243 0.5946 0.5951 170.00 1.632 0.0157 0.4113 0.4115 185.00 1.704 -0.0120 0.3859 0.3861 188.75 1.724 -0.0194 0.1673 0.1678 200.00 1.775 -0.0270 0.2768 0.2782 40.00 0.464 -0.0126 0.5611 0.5612 80.05 0.876 -0.0126 0.5848 0.5850 110.00 1.175 -0.0131 0.6258 0.6260 125.00 1.343 -0.0135 0.7389 0.7390 155.00 1.772 -0.0198 0.8458 0.8460 160.00 1.841 -0.0207 0.7146 0.7148 170.00 1.949 -0.0245 0.5311 0.5314 185.00 2.053 -0.0725 0.4742 0.4797 188.75 2.083 -0.1023 0.4022 0.4128 200.00 2.182 -0.1438 0.9811 0.9916 40.00 0.273 0.0024 0.2855 0.2855 80.05 0.486 0.0030 0.2814 0.2814 110.00 0.624 0.0036 0.2832 0.2832 125.00 0.704 0.0046 0.4051 0.4051 155.00 0.971 0.0014 0.5507 0.5507 160.00 1.014 0.0003 0.4472 0.4472 170.00 1.076 0.0018 0.2786 0.2786 185.00 1.120 0.0034 0.1417 0.1417 188.75 1.135 0.0033 0.4692 0.4692 200.00 1.246 0.0035 1.6106 1.6106 40.00 0.374 0.1062 0.4486 0.4601 80.05 0.719 0.0961 0.4988 0.5075 110.00 0.974 0.0841 0.5346 0.5403 125.00 1.113 0.0773 0.6314 0.6353 155.00 1.485 0.0546 0.7374 0.7393 Page 27 Site Number: 5080 Code: ANSIrrIA-222-G 0007-2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Customer: Verizon Wireless 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 210 degree with No Ice 124 mph 240 degree with No Ice 124 mph 240 degree with No Ice 124 mph 240 degree with No Ice 124 mph 240 degree with No Ice 124'mph 240 degree with No Ice 124-jph 240 degree with No Ice 124;mph 240 degree with No Ice 124 mph 240 degree with No Ice 124 mph 240 degree with No Ice 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 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 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 rn th 330 degree with No Ice 124'nip6 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 M1 Seismic Normal M1 Seismic Normal M1 Seismic Normal M1 Seismic Normal M1 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 Normal M2 Seismic Normal M2 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg MI Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M1 Engineering Number: OAA689303_C3_01 160.00 170.00 185.00 188.75 200.00 40.00 80.05 110.00 125.00 155.00 160.00 170.00 185.00 188.75 200.00 40.00 80.05 110.00 125.00 155.00 160.00 170.00 185.00 188.75 200.00 40.00 80.05 110.00 125.00 155.00 160.00 170.00 185.00 188.75 200.00 40.00 80.05 110.00 125.00 155.00 160.00 170.00 185.00 188.75 200.00 40.00 80.05 110.00 125.00 155.00 160.00 170.00 185.00 188.75 200.00 40.00 80.05 110.00 125.00 155.00 160.00 170.00 Page 28 1.546 0.0513 1.637 0.0449 1.722 0.0795 1.749 0.1076 1.860 0.1452 0.464 0.0138 0.876 0.0157 1.175 0.0173 1.343 0.0188 1.772 0.0198 1.841 0.0207 1.949 0.0245 2.053 0.0725 2.083 0.1023 2.182 0.1438 0.274-0.0357 0.489-0.0386 0.630-0.0427 0.712-0.0454 0.980-0.0479 1.022-0.0481 1.078-0.0483 1.107-0.0742 1.117-0.0919 1.157-0.1222 0.373 0.0760 0.714 0.0640 0.967 0.0498 1.109 0.0406 1.485 0.0138 1.547 0.0094 1.643-0.0031 1.740 -0.0422 1.769-0.0626 1.908-0.0966 0.003 0.0001 0.004 0.0001 0.006 0.0001 0.008 0.0001 0.013 0.0001 0.013 0.0001 0.014 0.0001 0.016 0.0001 0.016 0.0001 0.018 0.0001 0.002 0.0001 0.002 0.0001 0.00 0LO 00011--- 0.00 ' 9 1 0.00 0.00 0.010 0.0001 0.012 0.0001 0.013 0.0001 0.015 0.0001 0.003 0.0001 0.004 0.0001 0.005 0.0001 0.008 0.0001 0.012 0.0001 0.013 0.0001 0.014 0.0001 11/10/2016 10:41:19 AM 0.6207 0.6228 0.4523 0.4540 0.3660 0.3730 0.4897 0.4998 1.4705 1.4776 0.5611 0.5612 0.5848 0.5850 0.6258 0.6260 0.7389 0.7390 0.8458 0.8460 0.7146 - 0.7148 0.5311-" " 0.5314 0,4742 0.4797 0.4022 0.4128 0.9811 0.9916 0.2913 0.2931 0.2851 0.2873 0.2936 0.2967 0.4148 0.4168 0.5384 0.5406 0.4286 0.4310 0.2452 0.2500 0.1824 0.1987 0.3414 0.3552 0.9188 0.9269 0.4458 0.4519 0.4928 0.4968 0.5335 0.5354 0.6354 0.6364 0.7554-3 0.7555 0.6431 0.6438 0.4843 0.4844 0.3687 0.3720 0.6750 0.6786 1.6678 1.6706 0.0040 0.0040 0.0107 0.0107 0.0162 0.0162 0.0105 0.0105 0.0123 0.0123 0.0116 0.0116 0.0080 0.0080 0.0062 0.0062 0.0074 0.0074 0.0132 0.0132 0.0037 0.0037 0.0097 0.0097 1 Qa1 q7' 0. 5 0 4 .11 1 0.0 6 0.0094 0.0094 0.0086 0.0086 0.0096 0.0096 0.0162 0.0162 0.0049 0.0049 0.0121 0.0121 0.0144 0.0144 0.0093 0.0093 0.0111 0.0111 0.0128 0.0128 0.0071 0.0071 Site Number: 5080 Code: ANSIITIA-222-G 0007 -2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Seismic 60 deg M1 185.00 0.015 0.0001 0.0055 0.0055 Seismic 60 deg Mt 188.75 0.015 0.0001 0.0070 0.0070 Seismic 60 deg M1 200.00 0.017 0.0001 0.0154 0.0154 Seismic 60 deg M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic 60 deg M2 80.05 0.002 0.0001 0.0103 0.0104 Seismic 60 deg M2 110.00 0.003 0.0001 0.0132 0.0132 Seismic 60 deg M2 125.00 0.005 0.0001 0.0075 0.0075 Seismic 60 deg M2 155.00 0.008 0.0001 0.0106 0.0106 Seismic 60 deg M2 160.00 0,009 0.0001 0.0132 0.0132 Seismic 60 deg M2 170.00 0.010 0.0001 0.0088 0.0088 Seismic 60 deg M2 =:- 185.00 0.012 0.0001 0.0083 0.0083 Seismic 60 deg M2 188.75 0.013 0.0001 0.0098 0.0098 Seismic 60 deg M2 200.00 0.015 0.0001 0.0202 0.0202 Seismic 90 deg Mt 40.00 0.003 0.0001 0.0051 0.0051 Seismic 90 deg M1 80.05 0.004 0.0001 0.0119 0.0119 Seismic 90 deg M1 110.00 0.006 0.0001 0.0160 0.0160 Seismic 90 deg M1 125.00 0.008 0.0001 0.0097 0.0097 Seismic 90 deg M1 155.00 0.013 0.0001 0.0120 0.0120 Seismic 90 deg M1 160.00 0.013 0.0001 0.0131 0.0131 Seismic 90 deg M1 170.00 0.014 0.0001 0.0073 0.0073 Seismic 90 deg M1 195.00 0.016 -0.0001 0.0059 0.0059 Seismic 90 deg Mt 188.75 0.016 -0.0001 0.0075 0.0075 Seismic 90 deg M1 200.00 0.018 -0.0001 0.0180 0.0180 Seismic 90 deg M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic 90 deg M2 80.05 0.002 0.0001 0.0103 0.0103 Seismic 90 deg M2 110.00 0.003 0.0001 0.0143 0.0143 Seismic 90 deg M2 125.00 0.005 0.0001 0.0077 0.0077 Seismic 90 deg M2 155.00 0.009 0.0001 0.0112 0.0112 Seismic 90 deg M2 "` 160.00 0.009 0.0001 0.0131 0.0131 Seismic 90 deg M2 170.00 0.010 0.0001 0.0088 0.0088 Seismic 90 deg M2 185.00 0.012 0.0000 0.0083 0.0083 Seismic 90 deg M2 188.75 0.013 0.0000 0.0098 0.0098 Seismic 90 deg M2 200.00 0.015 0.0000 0.0214 0.0214 Seismic 120 deg Mt 40.00 0.003 0.0001 0.0050 0.0050 Seismic 120 deg M1 80.05 0.004 0.0001 0.0112 0.0112 Seismic 120 deg M1 110.00 0,006 0.0001 0.0164 0.0164 Seismic 120 deg Mt 125.00 0.009 0.0002 0.0102 0.0102 Seismic 120 deg M1 155.00 0.013 0.0001 0.0123 0.0123 Seismic 120 deg M1 160.00 0.013 0.0001 0.0123 0.0123 Seismic 120 deg M1 170.00 0.014 0.0001 0.0077 0.0077 Seismic 120 deg Mt 185.00 0.016 -0.0001 0.0060 0.0060 Seismic 120 deg M1 188.75 0.016 -0.0001 0.0075 0.0075 Seismic 120 deg M1 200.00 0.018 0.0000 0.0170 0.0170 Seismic 120 deg M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic 120 deg M2 80.05 0.002 0.0001 0.0099 0.0099 Seismic 120 deg M2 ., 110.00 0.003 0.0001 0.0146 0.0146 _ Seismic 120 deg M2. ` .fi 125.00 0.005 0.0001 0.0082 0.0082 Seismic 120 deg M2 '" t� " -' '�°" 155.00 0.009 0.0001 0.0115 0.0115 Seismic 120 deg MT ``n- -- - 160.00 0.009 0.0001 0.0123 0.0123 Seismic 120 deg M2 ,; 170.00 0.010 0.0001 0.0091 0.0091 Seismic 120 deg M2 185.00 0.012 0.0000 0.0084 0.0084 Seismic 120 deg M2 188.75 0.013 0.0000 0.0098 0.0098 Seismic 120 deg M2 200.00 0.015 0.0000 0.0203 0.0203 Seismic 180 deg Mt 40.00 0.003 0.0001 0.0040 0.0040 Seismic 180 deg M1 80.05 0.004 0.0001 0.0119 0.0119 Seismic 180 deg M1 110.00 0.005 0.0001 0.0142 0.0142 Seismic 180 deg M1 125.00 0.008 0.0002 0.0099 0.0099 Seismic 180 deg M1 155.00 0.012 0.0001 0.0117 0.0117 Seismic 180 deg M1 160.00 0.013 0.0001 0.0126 0.0126 Seismic 180 deg M1 170.00 0.014 0.0000 0.0077 0.0077 Seismic 180 deg M1 185.00 0.015 0.0000 0.0059 0.0059 Seismic 180 deg M1 188.75 0.016 0.0000 0.0074 0.0074 Page 29 Site Number. 5080 Code: ANSIfFIA-222-G @007- 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number. OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Seismic 180 deg Mt 200.00 0.018 0.0000 0.0132 0.0132 Seismic 180 deg M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic 180 deg M2 80.05 0.002 0.0001 0.0102 0.0102 Seismic 180 deg M2 110.00 0.003 0.0001 0.0129 0.0129 Seismic 180 deg M2 125.00 0.004 0.0002 0.0078 0.0078 Seismic 180 deg M2 155.00 0.008 0.0001 0.0108 0.0108 Seismic 180 deg M2 160.00 0,009 0.0001 0.0126 0.0126 Seismic 180 deg M2 170.00 0.010 0.0000 0.0091 0.0091 Seismic 180 deg M2 185.00 0.012 0.0000 0.0083 0.0083 Seismic 180 deg M2 188.75 0.013 0.0000 0.0098 0.0098 Seismic 180 deg M2 200.00 0.015 0;0000 0.0162 0.0162 Seismic 210 deg M1 40.00 0.003 0.0001'+ 0.0046 0.0046 Seismic 210 deg M1 80.05 0.004 0.0009 0.0116 0.0116 Seismic 210 deg M1 110.00 0.006 0.0001 0.0157 0.0157 Seismic 210 deg M1 125.00 0.008 0.0002 0.0100 0.0100 Seismic 210 deg M1 155.00 0.012 0.0001 0.0118 0.0118 Seismic 210 deg M1 160.00 0.013 0.0001 0.0120 0.0120 Seismic 210 deg M1 170.00 0.014 0.0000 0.0075 0.0075 Seismic 210 deg Mt 185.00 .0.015 0.0000 0.0057 0.0057 Seismic 210 deg M1 188.75 0.016 0.0000 0.0071 0.0071 Seismic 210 deg MI 200.00 0.017 0.0000 0.0133 0.0133 Seismic 210 deg M2 40.00 0.002 0.0001 0.0039 0.0039 Seismic 210 deg M2 80.05 0.002 0.0001 0.0100 0.0100 Seismic 210 deg M2 110.00 0.003 0.0001 0.0141 0.0141 Seismic 210 deg M2 125.00 0.005 0.0002 0.0082 0.0082 Seismic 210 deg M2 155.00 0.009 0.0001 0.0113 0.0113 Seismic 210 deg M2 160.00 0.009 0.0001 0.0124 0.0124 Seismic 210 deg M2 170.00 0.010 0.0000 0.0093 0.0093 Seismic 210 deg M2 185.00 0.012 O QQOO 0.0084 0.0084 Seismic 210 deg M2 188.75 0.013 O:U000'; 0.0098 0.0098 Seismic 210 deg M2 200.00 0.015 0.0000 0.0177 0.0177 Seismic 240 deg M1 40.00 0.003 0.0001 0.0050 0.0050 Seismic 240 deg M1 80.05 0.004 0.0001 0.0112 0.0112 Seismic 240 deg M1 110.00 0.006 0.0001 0.0164 0.0164 Seismic 240 deg M1 125.00 0.009 0.0002 0.0102 0.0102 Seismic 240 deg M1 155.00 0.013 0.0001 0.0123 0.0123 Seismic 240 deg M1 160.00 0.013 0.0001 0.0123 0.0123 Seismic 240 deg M1 170.00 0.014 0.0000 0.0077 0.0077 Seismic 240 deg M1 185.00 0.016 0.0001 0.0060 0.0060 Seismic 240 deg M1 188.75 0.016 0.0001 0.0075 0.0075 Seismic 240 deg M1 200.00 0.018 0.0000 0.0170 0.0170 Seismic 240 deg M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic 240 deg M2 80.05 0.002 0.0001 0.0699 0.0099 Seismic 240 deg M2 110.00 0.003 0.0001 0.0146 0.0146 Seismic 240 deg M2 125.00 0.005 0.0002 0.0082 0.0082 Seismic 240 deg M2 155.00 0.009 0.0001 0. 5 0. 15 Seismic 240 deg M2 160.00 0 061 23 Seismic 240 deg M2 170.00 0F13 LFIN'20 00Seismic 240 deg M2 185.00 0i`� _7Q84 Seismic 240 deg M2 188.75 00.0000 0.0098 0.0098 Seismic 240 deg M2 200.00 0.015 0.0000 . 0.0203 0.0203 Seismic 300 deg M1 40.00 0.003 0.0001 0.0049 0.0049 Seismic 300 deg Mt 80.05 0.004 0.0001 0.0121 0.0121 Seismic 300 deg M1 110.00 0.005 0.0001 0.0144 0.0144 Seismic 300 deg M1 125.00 0.008 0.0001 0.0093 0.0093 Seismic 300 deg M1 155.00 - 0.012 0.0001 0.0111 0.0111 Seismic 300 deg M1 160.00 0.013 0.0001 0.0128 0.0128 Seismic 300 deg Mt 170.00 0.014 0.0001 0.0071 0.0071 Seismic 300 deg M1 185.00 0.015 0.0001 0.0055 0.0055 Seismic 300 deg M1 188.75 0.015 0.0000 0.0070 0.0070 Seismic 300 deg M1 200.00 0.017 0.0000 0.0154 0.0154 Seismic 300 deg M2 40.00 0.002 0.0001 0.0040 0.0040 Page 30 Site Number: 5080 Code: ANSI/TIA-222-G @007 -2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Seismic 300 deg M2 80.05 0.002 0.0001 0.0103 0.0104 Seismic 300 deg M2 110.00 0.003 0.0001 0.0132 0.0132 Seismic 300 deg M2 125.00 0.005 0.0001 0.0075 0.0075 Seismic 300 deg M2 155.00 0.008 0.0001 0.0106 0.0106 Seismic 300 deg M2 160.00 0.009 0.0001 0.0132 0.0132 Seismic 300 deg M2 170.00 0.010 0.0001 0.0088 0.0088 Seismic 300 deg M2 185.00 0.012 0.0000 0.0083 0.0083 Seismic 300 deg M2 188.75 0.013 0.0000 0.0098 .. ;� 0.0098 Seismic 300 deg M2 200.00 0.015 0.0000 0.0202 - 0.0202 Seismic 330 deg M1 40.00 0.003 0.0001 0.0045:-,:.,.' 0.0045 Seismic 330 deg M1 80.05 0.004 0.0001 0.0117 ,- ..::0.0117 Seismic 330 deg M1 110.00 0.006 0.0001 0.0156 0.0156 Seismic 330 deg M1 125.00 0.008 0.0001 0.0100 0.0100 Seismic 330 deg M1 155.00 0.012 0.0001 0.0116 0.0116 Seismic 330 deg M1 160.00 0.013 0.0001 0.0123 0.0123 Seismic 330 deg MI 170.00 0.014 0.0001 0.0075 0.0075 Seismic 330 deg M1 185.00 0.015 0.0001 0.0057 0.0057 Seismic 330 deg M1 188.75 0.016 0.0000 0.0070 0.0070 Seismic 330 deg M1 200.00 0.017 0.0000 0.0133 0.0133 Seismic 330 deg M2 40.00 0.002 0.0001 0.0039 0.0039 Seismic 330 deg M2 80.05 0.002 0.0001 0.0101 0.0101 Seismic 330 deg M2 110.00 0.003 0.0001 0.0140 0.0140 Seismic 330 deg M2 125.00 0.005 0.0001 0.0082 0.0082 Seismic 330 deg M2 155.00 0.009 0.0001 0.0112 0.0112 Seismic 330 deg M2 160.00 0.009 0.0001 0.0127 0.0127 Seismic 330 deg M2 170.00 0.010 0.0001 0.0093 0.0093 Seismic 330 deg M2 185.00 0.012 0.0000 0.0085 0.0085 Seismic 330 deg M2 188.75 0.013 0.0000 0.0097`-•.:f 0.0097 Seismic 330 deg M2 200.00 0.015 0.0000 0.01761,e--- ::0.0176 Seismic (Reduced DL) Normal M1 40.00 0.003 0.0001 0.0038 s '" 0.0038 Seismic (Reduced DL) Normal M1 80.05 0.004 0.0001 0.0098 ::. 0.0098 Seismic (Reduced DL) Normal M1 110.00 0.006 0.0001 0.0152 0.0152 Seismic (Reduced DL) Normal M1 125.00 0.008 0.0001 0.0103 0.0103 Seismic (Reduced DL) Normal M1 155.00 0.013 0.0001 0.0119 0.0119 Seismic (Reduced DL) Normal M1 160.00 0.013 0.0001 0.0111 0.0111 Seismic (Reduced DL) Normal M1 170.00 0.014 0.0001 0.0080 0.0080 Seismic (Reduced DL) Normal M1 185.00 0.016 0.0001 0.0060 0.0060 Seismic (Reduced DL) Normal M1 188.75 0.016 0.0001 0.0073 0.0073 Seismic (Reduced DL) Normal M1 200.00 0.018 0.0001 0.0131 0.0131 Seismic (Reduced DL) Normal M2 40.00 0.002 0.0001 0.0034 0.0034 Seismic (Reduced DL) Normal M2 80.05 0.002 0.0001 0.0088 0.0088 Seismic (Reduced DL) Normal M2 110.00 0.003 0.0001 0.0134 0.0134 Seismic (Reduced DL) Normal M2 125.00 0.005 0.0001 0.0082 0.0082 Seismic (Reduced DL) Normal M2 155.00 0.009 0.0001 0.0111 0.0111 Seismic (Reduc d QL), Normal M2 ' ' ;` 160.00 0.009 0.0001 0.0111 0.0111 Seismic (ReducetdDL} Normal M2 - 170.00 0.010 0.0001 0.0094 0.0094 Seismic (ReducedDL)'N6nnal.M2' _ 185.00 0.012 0.0001 0.0084 0.0084 Seismic (Reduced'DL) N6rmal"M2 - - 188.75 0.013 0.0001 0.0095 0.0095 Seismic (Reduced DL) Normal M2 200.00 0.015 0.0001 0.0161 0.0161 Seismic (Reduced DL) 60 deg M1 40.00 0.003 0.0001 0.0046 =0.0046 Seismic (Reduced DL) 60 deg M1 80.05 0.003 0.0001 0.0111 0.0111 Seismic (Reduced DL) 60 deg M1 110.00 0.005 0.0001 0.0135 0.0135 Seismic (Reduced DL) 60 deg Mt 125.00 0.007 0.0001 0.0091 0.0091 Seismic (Reduced DL) 60 deg M1 155.00 0.012 0.0001 0.0109 0.0109 Seismic (Reduced DL) 60 deg Mt 160.00 0.012 0.0001 0.0121 0.0121 Seismic (Reduced DL) 60 deg M1 170.00 0.014 0.0001 0.0071 0.0071 Seismic (Reduced DL) 60 deg M1 185.00 0.015 0.0001 0.0054 0.0054 Seismic (Reduced DL) 60 deg M1 188.75 0.015 0.0001 0.0069 0.0069 Seismic (Reduced DL) 60 deg M1 200.00 0.017 0.0001 0.0153 0.0153 Seismic (Reduced DL) 60 deg M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic (Reduced DL) 60 deg M2 80.05 0.002 0.0001 0.0094 0.0094 Seismic (Reduced DL) 60 deg M2 110.00 0.003 0.0001 0.0123 0.0123 Page 31 Site Number. 5080 Site Name: Relay Tower, FL Customer: Verizon Wireless 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 M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg M1 Seismic (Reduced DL) 90 deg Mt 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 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) 90 deg M2 Seismic (Reduced DL) 90 deg M2 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg MI Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 Seismic (Reduced DL) 120 deg M1 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) 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 M1 Seismic (Reduced DL) 180 deg MI Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg M1 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Code: ANSI/TlA-222-G M007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM 125.00 0.004 0.0001 0.0073 0.0073 155.00 0.008 0.0001 0.0104 0.0104 160.00 0.009 0.0001 0.0125 0.0125 170.00 0.010 0.0001 0.0088 0.0088 185.00 0.012 0.0001 0.0081 0.0081 188.75 0.012 0.0001 0.0097 0.0097 200.00 0.015 0.0001 0.0202 0.0202 40.00 0.003 0.0001 0.0048 0.0048 80.05 0.004 0.0001 0.0110 0.0110 110.00 0.006 0.0001 0.0150 0.0150 125.00 ..0.008 0.0001 0.0095 0.0095 155.00 ::0.013 0.0001 0.0117 0.0117 160.00 0.013 0.0001 0.0124 0.0124 170.00 0,014 0.0001 0.0074 0.0074 185.00 0.016-0.0001 0.0057 0.0057 188.75 0.016-0.0001 0.0074 0.0074 200.00 0.018-0.0001 0.0179 0.0179 40.00 0.002 0.0001 0.0037 0.0037 80.05 0.002 0.0001 0.0093 0.0093 110.00 0.003 0.0001 0.0133 0.0133 125.00 0.005 0.0001 0.0075 0.0075 155.00 0.008 0.0001 0.0109 0.0109 160.00 0.009 0.0001 0.0124 0.0124 170.00 0.010 0.0001 0.0088 0.0088 185.00 0.012 0.0000 0.0081 0.0081 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.015 0.0000 0.0214 0.0214 40.00 0.003 0.0001 0.0047 0.0047 80.05 '- 0.004 0.0001 0.0103 0.0103 110.00 -0.006 0.0001 0.0154 0.0154 125.00 0.006 0.0001 0.0100 0.0100 155.00 0.013 0.0001 0.0120 0.0120 160.00 0.013 0.0001 0.0117 0.0117 170.00 0.014 0.0001 0.0078 0.0078 185.00 0.016-0.0001 0.0058 0.0058 188.75 0.016-0.0001 0.0074 0.0074 200.00 0.018 0.0000 0.0169 0.0169 40.00 0.002 0.0001 0.0037 0.0037 80.05 0.002 0.0001 0.0090 0.0090 110.00 0.003 0.0001 0.0136 0.0136 125.00 0.005 0.0001 0.0080 0.0080 155.00 0.009 0.0001 0.0111 0.0111 160.00 0.009 0.0001 0.0117 0.0117 170.00 0.010 0.0001 0.0092 0.0092 200.00 0.01 �0.0� t00 , 00. 00 7 188.75 0.01 0.0 7 200.00 0.01 0.0 0 0 20 2 40.00 0.00 ,ba0'.'Cd 80.05 0.003 0.0001 0.0110 0.0110 110.00 0.005 0.0001 0.0132 0.0132 125.00 0.007 0.0002 0.0096 0.0096 155.00 0.012 0.0001 0.0114 0.0114 160.00 0.013 0.0001 0.0119 0.0119 170.00 0.014 0.0000 0.0076 0.0076 185.00 0.015 0.0000 0.0058 0.0058 188.75 0.016 0.0000 0.0073 0.0073 200.00 0.017 0.0000 0.0131 0.0131 40.00 0.002 0.0001 0.0034 0.0034 80.05 0.002 0.0001 0.0093 0.0093 110.00 0.003 0.0001 0.0120 0.0120 125.00 0.004 0.0001 0.0076 0.0076 155.00 0.008 0.0001 0.0106 0.0106 Page 32 Site Number: 5080 Code: ANSVTIA-222-G @2007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Verizon Wireless Seismic (Reduced DL) 180 deg M2 160.00 0.009 0.0001 0.0120 0.0120 Seismic (Reduced DL) 180 deg M2 170.00 0.010 0.0000 0.0091 0.0091 Seismic (Reduced DL) 180 deg M2 185.00 0.012 0.0000 0.0082 0.0082 Seismic (Reduced DL) 180 deg M2 188.75 0.012 0.0000 0.0097 0.0097 Seismic (Reduced DL) 180 deg M2 200.00 0.015 0.0000 0.0161 0.0161 Seismic (Reduced DL) 210 deg M1 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 210 deg M1 80.05 0.004 0.0001 0.0107 0.0107 Seismic (Reduced DL) 210 deg M1 110.00 0.006 0.0001 0.0147 0.0147 Seismic (Reduced DL) 210 deg M1 125.00 0.008 0.0002 0.0098 0.0098 Seismic (Reduced DL) 210 deg M1 155.00 0.012 0.0001 0.0115 0.0115 Seismic (Reduced DL) 210 deg Mt . - ..160.00 0.013 0.0001 0.0114 0.0114 Seismic (Reduced DL) 210 deg M1 170.00 0.014 0.0000 0.0075 0.0075 Seismic (Reduced DL) 210 deg MI 185.00 0.015 0.0000 0.0055 0.0055 Seismic (Reduced DL) 210 deg M1 188.75 0.015 0.0000 0.0070 0.0070 Seismic (Reduced DL) 210 deg M1 200.00 0.017 0.0000 0.0133 0.0133 Seismic (Reduced DL) 210 deg M2 40.00 0.002 0.0001 0.0036 0.0036 Seismic (Reduced DL) 210 deg M2 80.05 0.002 0.0001 0.0091 0.0091 Seismic (Reduced DL) 210 deg M2 110.00 0.003 0.0001 0.0132 0.0132 Seismic (Reduced DL) 210 deg M2 125.00 0.005 0.0001 0.0080 0.0080 Seismic (Reduced DL) 210 deg M2 155.00 0.008 0.0001 0.0110 0.0110 Seismic (Reduced DL) 210 deg M2 160.00 0.009 0.0001 0.0118 0.0118 Seismic (Reduced DL) 210 deg M2 170.00 0.010 0.0000 0.0092 0.0092 Seismic (Reduced DL) 210 deg M2 185.00 0.012 0.0000 0.0083 0.0083 Seismic (Reduced DL) 210 deg M2 188.75 0.013 0.0000 0.0097 0.0097 Seismic (Reduced DL) 210 deg M2 200.00 0.015 0.0000 0.0176 0.0176 Seismic (Reduced DL) 240 deg Mt 40.00 0.003 0.0001 0.0047 0.0047 Seismic (Reduced DL) 240 deg M7 80.05 0.004 0.0001 0.0103 0.0103 Seismic (Reduced DL) 240 deg Mt 110.00 0.006 0.0001 0.0154 0.0154 Seismic (Reduced DL) 240 deg M1 a 125.00 0.008 0.0002 0.0100 0.0100 Seismic (Reduced DL) 240 deg M1- 155.00 0.013 0.0001 0.0120 0.0120 Seismic (Reduced DL) 240 deg M1 .- 160.00 0.013 0.0001 0.0117 0.0117 Seismic (Reduced DL) 240 deg M1 170.00 0.014 0.0000 0.0078 0.0078 Seismic (Reduced DL) 240 deg MI 185.00 0.016 0.0001 0.0058 0.0058 Seismic (Reduced DL) 240 deg MI 188.75 0.016 0.0001 0.0074 0.0074 Seismic (Reduced DL) 240 deg M1 200.00 0.018 0.0000 0.0169 0.0169 Seismic (Reduced DL) 240 deg M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic (Reduced DL) 240 deg M2 80.05 0.002 0.0001 0.0090 0.0090 Seismic (Reduced DL) 240 deg M2 110.00 0.003 0.0001 0.0136 0.0136 Seismic (Reduceq DL) 240 deg M2 - 125.00 0.005 0.0001 0.0080 0.0080 Seismic (Reduced DL) 240 deg. M2 155.00. 0.009 0.0001 0.0111 0.0111 r Seismic (Reduced DL) 240 deg M2 v ,., - 160.00 0.009 0.0001 0.0117 0.0117 Seismic (Reduced DL) 240,deg M2 - 170.00 0.010 0.0000 0.0092 0.0092 Seismic (Reduced DL) 240 deg M2 185.00 0.012 0.0000 0.0082 0.0082 Seismic (Reduced DL) 240 deg M2 188.75 0.013 0.0000 0.0097 0.0097 Seismic (Reduced DL) 240 deg M2 200.00 0.015 0.0000 0.0202 0.0202 Seismic (Reduced DL) 300 deg M1 40.00 0.003 0.0001 0.0046 0.0046 Seismic (Reduced DL) 300 deg M1 80.05 0.003 0.0001 0.0111 0.0111 Seismic (Reduced DL) 300 deg M1 110.00 0.005 0.0001 0.0135 0.0135 Seismic (Reduced DL) 300 deg M1 125.00 0.007 0.0001 0.0091 0.0091 Seismic (Reduced DL) 300 deg Mt 155.00 0.012 0.0001 0.0109 0.0109 Seismic (Reduced DL) 300 deg Mt 160.00 0.012 0.0001 0.0121 0.0121 Seismic (Reduced DL) 300 deg M1 170.00 0.014 0.0001 0.0071 0.0071 Seismic (Reduced DL) 300 deg M1 185.00 0.015 0.0001 0.0054 0.0054 Seismic (Reduced DL) 300 deg M1 188.75 0.015 0.0000 0.0069 0.0069 Seismic (Reduced DL) 300 deg M1 200.00 0.017 0.0000 0.0153 0.0153 Seismic (Reduced DL) 300 deg. M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic (Reduced DL) 300 deg M2 80.05 0.002 0.0001 0.0094 0.0094 Seismic (Reduced DL) 300 deg M2 110.00 0.003 0.0001 0.0123 0.0123 Seismic (Reduced DL) 300 deg M2 125.00 0.004 0.0001 0.0073 0.0073 Seismic (Reduced DL) 300 deg M2 155.00 0.008 0.0001 0.0104 0.0104 Seismic (Reduced DL) 300 deg M2 160.00 0.009 0.0001 0.0125 0.0125 Seismic (Reduced DL) 300 deg M2 170.00 0.010 0.0001 0.0088 0.0088 Page 33 Site Number: 5080 Code: ANSIITIA-222-G M007 -2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 11/10/2016 10:41:19 AM Customer: Vedzon Wireless Seismic (Reduced DL) 300 deg M2 185.00 0.012 0.0000 0.0081 0.0081 Seismic (Reduced DL) 300 deg M2 188.75 0.012 0.0000 0.0097 0.0097 Seismic (Reduced DL) 300 deg M2 200.00 0.015 0.0000 0.0202 0.0202 Seismic (Reduced DL) 330 deg M1 40.00 0.003 0.0001 0.0042 0,0042 Seismic (Reduced DL) 330 deg M1 80.05 0.004 0.0001 0.0107 0.0107 Seismic (Reduced DL) 330 deg M1 110.00 0.006 0.0001 0.0146 0.0146 Seismic (Reduced DL) 330 deg Mt 125.00 0.008 0.0001 0.0098 0.0098 Seismic (Reduced DL) 330 deg M1 155.00 0.012 0.0001 0.0113 0.0113 Seismic (Reduced DL) 330 deg MI 160.00 0.013 0.0001 0.0117 0.0117 Seismic (Reduced DL) 330 deg M1 170.00 0.014 0.0001 0.0075 0.0075 Seismic (Reduced DL) 330 deg Mt 185.00 0.015 0.0001 0.0055 0.0055 Seismic (Reduced DL) 330 deg M1 188.75 0.015 0.0000 0.0069 0.0069 Seismic (Reduced DL) 330 deg M1 200.00 0.017 0.0000 0.0132 0.0132 Seismic (Reduced DL) 330 deg M2 40.00 0.002 0.0001 0.0035 0.0035 Seismic (Reduced DL) 330 deg M2 80.05 0.002 0.0001 0.0092 0.0092 Seismic (Reduced DL) 330 deg M2 110.00 0.003 0.0001 0.0130 0.0130 Seismic (Reduced DL) 330 deg M2 125.00 0.005 0.0001 0.0080 0.0080 Seismic (Reduced DL) 330 deg M2 155.00 0.008 0.0001 0.0109 0.0109 Seismic (Reduced DL) 330 deg M2 160.00 0.009 0.0001 0.0121 0.0121 Seismic (Reduced DL) 330 deg M2 170.00 0.010 0.0001 0.0093 0.0093 Seismic (Reduced DL) 330 deg M2 185.00 0.012 0.0000 0.0083 0.0083 Seismic (Reduced DL) 330 deg M2 188.75 0.012 0.0000 0.0096 0.0096 Seismic (Reduced DL) 330 deg M2 200.00 0.015 0.0000 0.0175 0.0175 Serviceability-60 mph Wind Normal 40.00 0.036 0.0001 0.0354 0.0354 Serviceability - 60 mph Wind Normal 80.05 0.060 0.0002 0.0326 0.0326 Serviceability- 60 mph Wind Normal 110.00 0.072 0.0004 0.0307 0.0307 Serviceability - 60 mph Wind Normal 125.00 0.079 0.0004 0.0328 0.0328 Serviceability - 60 mph Wind Normal 155.00 0.097 0.0000 0.0359 0.0359 Serviceability-60 mph Wind Normal 160.00 0.099 0.0001 0.0185 0.0185 Serviceability - 60 mph Wind Normal 170.00 0.100 0.0003 0.0087 0.0088 Serviceability- 60 mph Wind Normal 185.00 0.094 0.0006 0.0282 0.0282 Serviceability- 60 mph Wind Normal 188.75 0.093 0.0006 0.0214 0.0214 Serviceability - 60 mph Wind Normal 200.00 0.100 0.0006 6.1926 0.1926 Serviceability - 60 mph Wind 60 deg 40.00 0.032 0.0005 0.0331 0.0331 Serviceability - 60 mph Wind 60 deg 80.05 0.055 0.0006 0.0352 0.0352 Serviceability - 60 mph Wind 60 deg 110.00 0.068 0.0008 0.0321 0.0321 Serviceability - 60 mph Wind 60 deg 125.00 0.076 0.0009 0.0405 0.0405 Serviceability - 60 mph Wind 60 deg 155.00 0.103 0.0006 0.0540 0.0540 Serviceability - 60 mph Wind 60 deg 160.00 0.106 0 005 0. 401 0.0401 Serviceability - 60 mph Wind 60 deg 185.00 0.108 01 005 Serviceability - 60 mph Wind 60 deg 188.75 0.108 Serviceability - 60 mph Wind 60 deg 170.00 0.11 A 0 RO2 Serviceability- 60 mph Wind 60 deg 200.00 0.109 0.0018 0. 282 0.128 Serviceability - 60 mph Wind 90 deg 40.00 0.033 0.0189 0.0337 0.0386 Serviceability - 60 mph Wind 90 deg 80.05 0.056 0.0174 0.0348 0.0386 Serviceability - 60 mph Wind 90 deg 110.00 0.069 0.0173 0.0332 0.0371 Serviceability - 60 mph Wind 90 deg 125.00 0.076 0.0168 0.0378 0.0411 Serviceability - 60 mph Wind 90 deg 165.00 0.099 0.0124 0.0456 0.0473 Serviceability - 60 mph Wind 90 deg 160.00 0.102 0.0117 0.0311 0.0331 Serviceability - 60 mph Wind 90 deg 170.00 0.104 0.0108 0.0118 0.0160 Serviceability - 60 mph Wind 90 deg 185.00 0.099 0.0104 0.0128 0.0165 Serviceability - 60 mph Wind 90 deg 188.75 0.098 0.0102 0.0667 0.0675 Serviceability - 60 mph Wind 90 deg 200.00 0.093 0.0099 0.0933 0.0937 Serviceability - 60 mph Wind 120 deg 40.00 0.036 0.0003 0.0360 0.0360 Serviceability - 60 mph Wind 120 deg 80.05 0.060 0.0004 0.0345 0.0345 Serviceability-60 mph Wind 120 deg 110.00 0.073 0.0005 0.0320 0.0320 Serviceability - 60 mph Wind 120 deg 125.00 0.080 0.0006 0.0337 0.0337 Serviceability-60 mph Wind 120 deg 155.00 0.098 0.0003 0.0346 0.0346 Serviceability-60 mph Wind 120 deg 160.00 0.100 0.0002 0.0165 0.0165 Serviceability-60 mph Wind 120 deg 170.00 0.100 0.0002 0.0152 0.0152 Serviceability - 60 mph Wind 120 deg 185.00 0.092-0.0005 0.0221 0.0221 Serviceability - 60 mph Wind 120 deg 188.75 0.090-0.0005 0.0687 0.0687 Page 34 Site Number. 5080 Code: ANSUTIA-222-G Site Name: Relay Tower, FL Engineering Number: OAA689303_C3_01 Customer: Verizon Wireless Serviceability - 60 mph Wind 120 deg 200.00 0.087 -0.0009 Serviceability- 60 mph Wind 180 deg 40.00 0.032 0.0004 Serviceability- 60 mph Wind 180 deg 80.05 0.055 0.0005 Serviceability - 60 mph Wind 180 deg 110.00 0.068 0.0006 Serviceability - 60 mph Wind 180 deg 125.00 0.075 0.0007 Serviceability - 60 mph Wind 180 deg 155.00 0.102 0.0002 Serviceability - 60 mph Wind 180 deg 160.00 0.106 0.0001 Serviceability- 60 mph Wind 180 deg 170.00 0.110 0.0002 Serviceability - 60 mph Wind 180 deg 185.00 0.110 0.0005 Serviceability - 60 mph Wind 180 deg 188.75 0.111 0.0005 Serviceability - 60 mph Wind 180 deg 200.00 0.122 0.0005 Serviceability - 60 mph Wind 210 deg 40.00 0.033 0.0191 Serviceability- 60 mph Wind 210 deg 80.05 0.056 0.0175 Serviceability - 60 mph Wind 210 deg 110.00 0.068 0.0174 Serviceability - 60 mph Wind 210 deg 125.00 0.075 0.0168 Serviceability - 60 mph Wind 210 deg 155.00 0.098 0.0124 Serviceability - 60 mph Wind 210 deg 160.00 0.102 0.0116 Serviceability - 60 mph Wind 210 deg 170.00 0.104 0.0107 Serviceability - 60 mph Wind 210 deg 185.00 0.101 0.0105 Serviceability - 60 mph Wind 210 deg 188.75 0.101 0.0103 Serviceability - 60 mph Wind 210 deg 200.00 0.108 0.0103 Serviceability - 60 mph Wind 240 deg 40.00 0.036 0.0004 Serviceability - 60 mph Wind 240 deg 80.05 0.060 0.0005 Serviceability - 60 mph Wind 240 deg 110.00 0.073 0.0006 Serviceability - 60 mph Wind 240 deg 125.00 0.080 0.0007 Serviceability- 60 mph Wind 240 deg 155.00 0.098 -0.0003 Serviceability- 60 mph Wind 240 deg 160.00 0.100 -0.0002 Serviceability - 60 mph Wind 240 deg 170.00 0.100 0.0001 Serviceability - 60 mph Wind 240 deg 185.00 0.092 0.0005 Serviceability- 60 mph Wind 240 deg 188.75 0.090 0.0005 Serviceability - 60 mph Wind 240 deg 200.00 0.087 0.0009 Serviceability - 60 mph Wind 300 deg 40.00 0.032 -0.0005 Serviceability - 60 mph Wind 300 deg 80.05 0.055 -0.0006 Serviceability - 60 mph Wind 300 deg 110.00 0.068 -0.0008 Serviceability - 60 mph Wind 300 deg 125.00 0.076 -0.0009 Serviceability - 60 mph Wind 300 deg 155.00 0.103 -0.0006 Serviceability - 60 mph Wind 300 deg 160.00 0.106 -0.0005 Serviceability - 60 mph Wind 300 deg 170.00 0.110 -0.0003 Serviceability - 60 mph Wind 300 deg 185.00 0.108 -0.0004 Serviceability- 60 mph'Wind 300 deg 188.75 0.108 -0.0005 Serviceability - 60 mph Wind 300 deg 200.00 0.109 -0.0009 Serviceability - 60 mph Wind 330 deg 40.00 0.033 0.0186 Serviceability - 60 mph Wind 330 deg 80.05 0.056 0.0170 Serviceability - 60 mph Wind 330 deg 110.00 0.068 0.0169 Serviceability - 60 mph Wind 330 deg 125.00 0.075 0.0162 Serviceability - 60 mph Wind 330 deg 155.00 0.098 0.0118 Serviceability - 60 mph Wind 330 deg 160.00 0.101 0.0112 Serviceability - 60 mph Wind 330 deg 170.00 0.104 0.0104 Serviceability - 60 mph Wind 330 deg 185.00 0.100 0.0097 Serviceability - 60 mph Wind 330 deg 188.75 0.100 0.0093 Serviceability - 60 mph Wind 330 deg 200.00 0.106 0.0086 Page 35 a007 - 2016 by ATC IP I.I.C. All rights reserved. 11/10/2016 10:41:19 AM 0.1282 0.1282 0.0305 0.0305 0.0347 0.0347 0.0302 0.0302 0.0398 0.0399 0.0557 0.0557 0.0422 0.0422 0.0160 0.0160 0.0052'- 0.0052 0.0440•,., 0.0440 0.2108-::•- 7 0.2103 0.0322 0.0371 0.0339 0.0379 0.0317 0.0357 0.0374 0.0405 0.0475 0.0491 0.0335 0.0354 0.0152 0.0186 0.0149 0.0182 0.0545 0.0555 0.1876 0.1878 0.0360 0.0360 0.0345 0.0345 0.0320 0.0320 0.0337 0.0337 0.0346 0.0346 0.0165 0.0165 0.0152', 0.0152 0.0221m_c=3¢ 0.0221 0.0687'--;' 0.0687 0.1282^` 0.1282 0.0331 0.0331 0.0362 0.0352 0.0321 0.0321 0.0405 0.0405 0.0540 0.0540 0.0401 0.0401 0.0112 0.0112 0.0053 0.0053 0.0527 0.0527 0.1282 0.1282 0.0324 0.0372 0.0337 0.0376 0.0316 0.0355 0.0373 0.0404 0.0469 0.0484 0.0327 0.0346 0.0085 . S; 0.0133 0.0195 0.0217 0.0339 v .^ 0.0349 0.1728 ' 0.1730 Site Name: Relay Tower, FL '- Site Number: 5080 Engineering Number: 58587421 Engineer: Amir Tabarestani Date: 06/03/14 Design Base Loads (Factored) per TIA-222-G Foundation Mapped: Moment (Mu): Shear/Leg (Vu): Compression/Leg (P j: Uplift/Leg (T„ ): Tower Type (GT / SST): Diameterpf: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 Surface to Water Table (w): Unit Weight of Concrete: Unit Weight of Water: Unit Weight of Soil 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: Ultimafeompressive Bearing Pressure: Capacity Increase (Due to Transient Loads): Bearing,5trength Reduction Factor (�J: Uplift Strength Reduction Factor %): Axial Capacities and Design Moment Weight of Concrete (Bouyancy Considered): Weight of Soil (Bouyancy Considered): Ultimate Skin Friction Resistance: Controlling Failure Mode (Top / Base): Nominal Uplift Capacity per Leg (�,Tn): Nominal Compressive Capacity per Leg (�,Pj: Pu: Tj/ jn: PAsPn: GT T 7.0 ft 4.0'ft 0.5 ft ).0 pcf 2.4 pcf ).0 pcf i.0 pcf 30 Degrees 30 Degrees 01psf 0 psf 0 0.60 0.75 20.2 k -2.4 k 0.0 k Top 13.3 k 205.8 k 196.6 k 0.00 Result: OK 0.96 Result: OK Program Last Updated: #REF! American Tower Corporation Depth (ft) Ultimate Lateral Increment ys�;i Cohesion . Top Bottom Bearing Pressure (psf) (psf/ft) (pcf) (psf) (degree) 0.0 2.0 0.0 100.0 100 0 -0.5 600.0 330.0 110 L- Y Inflection Point (Below Ground Surface): -0.5 ft Factored Design Moment At Inflection Point (Mu): -3.5 k-ft Site Name:. Site Number: Engineering Number: Engineer: Date: Desien Standard per TIA-222-G Relay Tower, FL 5080 58587421 Amir Tabarestani O6/03/14 Anchor Radius: Uplift (Factored - P„ ): Shear (Factored - Vj: Berm Present: Design Anchor Rod: Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (L): Thickness of Anchor (t): Depth Below Ground Surface to Water Table (w): Soil Uplift at Base / Top of Anchor (B/T): 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 (� ): Shear Strength Reduction Factor( J: Concrete Uplift Strength Reduction Factor ((„ ): Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (kPn): Pu / kPm Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: V :- Ultimate Passure Pressure Resistance: Nominal Shear Resistance WVJ: 149.0 ft 0.75 0.15 0.90 Program Last Updated: 511312014 American Tower Corporation pcf Pcf pcf pcf Degrees psf psf Degrees Degrees (Due to Transient Loads) 10.6 k 0.0 k 40.5 k 40.1 k 0.39 Result: OK 0.0 k 330 psf 23.8 k 173.8 k 0.20 Result: OK Site Name: Site Number: Engineering Number: Engineer: Date: Design Standard per TIA-222-G Anchor Radius: Uplift (Factored - P„ ): Shear (Factored - V„ ): Berm Present: Design Anchor Rod: Relay Tower, FL 5080 58587421 Amir Tabarestani 06/03/14 Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (L): Thickness of Anchor (t): Depth Below Ground Surface to Water Table (w): Soil Uplift at Base / Top of Anchor (B/T): 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 (k): Shear Strength Reduction Factor (Q: Concrete Uplift Strength Reduction Factor (�J: Uplift Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift. Resistance (r ,Pj: Pu / OuPn: Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Nominal Shear Resistance (� Vn): Vu / Mn: Program Last Updated: 511312014 American Tower Corporation W 1 -7 157.0 ft 0.30 30 Degrees 30 Degrees 1:00 (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k . 40.5 k 66.4 k 1.03 Result: Acceptable .0 0.16 ResultF Yv Copy