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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORT 2A MAY 0 2'�018 AMERICANTOWERO .-I- Pnrmittina C 0 R P 0 R A T 1 0 N E 0 E 0 IVVJ/ [MAY - 3 nECD Structural Analysis.Report Structure : 200 ft Guyed Tower ATC Site Name : Relay Tower, FL ATC Site Number : 5080 Engineering Number : OAA724054C302 SCANNED Proposed Carrier : AT&T Mobility BY Carrier Site Name : Riverpark St. Ludle County Carrier Site Number : 1480 Dyer Rd Site Location : 1480 Dyer Rd Port Saint Lucie, FL 34952-2861 27.324500,-80.311200 County : St Lucie Date : March 1, 2018 Max Usage : 88% I Result : Pass N Prepared By: Reviewed By: go, Christophe S. Quenurn Structural Engineer I ST Oq SS /0 Pl\- COA: 9053 ATC Tower SerAtes LLC - 35DO Regency Parkway, Suite 100 - Cary, NC 27518 - 919468-0112 Offi. - 919-466-5414 Fax - www.americantowe,.mm A AMERICANTOWER* C 0 1 P 0 . . I I a A Ta'616 0'f OnNiNs lntrodGc�eion .............................................................. Supporting Documents ........................................ Analysis.................................................................. Conclusion .............................................................. Existing and Reserved Equipment ........................ Equipment to be Removed ................................... Proposed Equipment .............................................. Structure Usages .............................. :.� ................... Foundations ........................................................... Deflection, Twist, and Sway .................................. Standard Conditions .............................................. Calculations............................................................ Eng. Number OAA724054 — C3 — 02 March 1, 2018 ................. .................. ................ ................ .................... 2 ................... 2 .................. 2 .................. 3 ................. 3 ................... 3 .................. 4 .... Attached ATC To.er Semic. LLC - 35M RegencV Park�ay, Suite 100 - Ca�, NC 27518 - 919-46M112 Office - 919466-5414 Fax - �.americantowe�com W 4 AMERIC-ANTOVIREW C 0 A 1 0 9 A I 1 0 0 Introduction Eng. Number OAA724054 — C3 — 02 March 1, 2018 Page I The purpose of this report is to summarize results of a structural analysis performed on the 200 ft guyed tower to reflect the change in loading by AT&T Mobility. Supporting Documents Tower Drawings BCI Wireless Mapping, dated July 16,2005 Foundation Drawing Broadcast Components, Inc. Foundation Mapping, dated July 28,2005 Geatechnical Report Universal Engineering Sciences Project #19586-001-01, dated November 24, 1997 Modifications ATC Engineering #73123875, dated October 03, 2005 ATC Engineering #40642236, dated September 25, 2007 ATC Engineering #43651732, dated January 11, 2010 ATCJob#OAA697703 C6 08, dated June 22,2017 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 m p h (3-Second Gust Vad)/ 160 m ph (3-second Gust V,1J Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/T[A-222-G / 2015 1 BC / 6th Ed. (2017) Florida Building Code Strudure Class: 11 Exposure Category, B Topographic Category: I Crest Height: 0 ft Spectral Response: Ss = 0.05, 51 = 0.03 Site Cla 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 - 91!�466-5414 Fax - www.americantower.corn AMERICAN TOWER6 C 0 4 P 0 4 A 7 1 0 9 Existing and Reserved; Equipment Eng. Number OAA724054C302 March 1, 2018 Page 2 Elevation'(ft) Qty I Antenna MountType Lines Carder Mount I RAID 200.0 206.0 1 Ante] BCR-87010 90 Standoff (1) 11/4" Coax Velocita Wireless- 190.0 190.0 9 Commscope SBNHH-ID85B (72.9") Sector Frames (12) 15/8" Coax (6) 0.78" 8 AWG 6 (3) 0.39" FiberTrunk AT&T Mobility 1 Ericsson RRUS 11 (Band 12) (55 lb) 2 Raycap DC&48-60-18-8F (20.1" Height) 3 Ericsson RRUS 32 B2 171.0 171.0 9 Decibel DB948H90E-XY Sector Frames (9) 15/8" Coax Sprint Nextel 161.0 161.0 6 CSS DBC-7CAP Q lbs) Sec [or Frames (12) 15/8" Coax VeKzon 6 Commscope ATSBT-TOP-FM-4G 6 JMA Wireless X7CQAP-665-VRO 6 KaelusTBC0030F1V1-1 151.0 151.0 3 Samsung 80OMHz Ext. Filter Sector Frames (3) 11/4" Hybriflex (1) 1" Carflex Non- MetallicConduit (1) 0.87" Fiber Sprint Nextel 3 RFS APXV9ERR18-C 3 Argus LLPX31OR 3 Ericsson RRUS-11 80OMHz 3 Ericsson RRUS 31 B25 3 Nokia FWHR 9 RFS ACU-A20-N 127.0 127.0 3 Til-Tek TA-819-10V-39� ctor Frames (6) 11/4" Coax 3 Til-Tek TA-819-101-1-39B 109.0 09.0 A Til-Tek TA-819-IOV-39B Sector Frames (6) 11/4" Coax Gogo Til-Tek TA-819-101-1-3913 42.0 42.0 Kathrein HDCA-S/HCM Leg (1) 1/2" Coax Way Fm Media Group Equipment to be Removed Elevatii nt (ft) QtV Antenna MountType Lines Carder Mount RAD 190.0 190.0 3 Ericsson RRUS 32 B2 AT&T Mobility 3 Ericsson RRUS 11 (Band 12) (55 lb) Proposed Equipment Elevation' (ft) City Antenna MountType Lines Camer 3 Ericsson RRUS 4415 B25 Sector Frames AT&TMobility 3 Ericsson Radio 4426 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). ATC Tower Seuvices LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919�6M112 Office - 91946&5414 Fax - www.annerio.nto.er.corn V- AMEI C 0 4 P 0 . A T 1 0 0 Structure Usages Eng. Number OAA724054 — C3 — 02 March 1, 2018 Page 3 Structural Component Controlling Usage Pass/Fail Legs 88% Pass Diagonals 72% Pass Horizontals 61% Pass Guys 67% Pass Foundations Reaction Component Analysis Reactions % of Usage Base Axial (kips) 158.1 81% Anchor 1 Uplift (kips) 12.2 31% Anchor I Shear (kips) 26.3 58% Anchor 2 Uplift (kips) 55.0 83% Anchor 2 Shear (kips) 57.7 56% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Deflection Sway Elevation Antenna Carrier (ft) Twist (Rotation) (ft) Ericsson Radio 4426 190.0 AT&T Mobility 0.085 0.007 0.015 Ericsson RRUS 4415 B25 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/T]A-222-G ATC Tower Semices LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 91946"112 Office - 91946&5414 Fax - www.artericantower.com A C 0 4 F 0 a A T 1 0 N Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: 0 Information supplied by the client regarding antenna, mounts and feed line loading 0 Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services U-C It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be per -formed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919468-0112 Office - 919466-5414 Fax - www.arnericantower.ciun 200.00 TRO 2-6 Sect 14 185.00 180.01) Sect 12 100.00 sea It ISO.Ou seat 10 I4O.&u Sect 9 120.00 Sect 8 100.00 Seat 7 80.00 Sect 6 00.00 Sect 5 40.00 Seat 4 25.00 Sect 3 10.00 2.OtGect 2 02007-2018byATCIPLLC. Ag rights resewed. 518 EHS @ 185.3 . laft 3/4 BR1Dr.E Fir - M. 120.0 9110 IEHS IT - 10% IJ2 EHS 0 60.0 Ir2 EMS Loads: 124 mph no ice Site Class: D Ss: 0.05 SI: 0.03 60 mph Sewiceability Job Information I I I Tower: 5080 Location : Relay Tower, FIL Base Width : 4.00 ft Client: AT&T MOBILITY Code: ANSIITIA-222-G TowerHt: 200.00 It Shape: Triangle Sections I CHN36ksl ClOxIS.3 CHN 36 last CIO x 16.3 60D 60 ksl GOD SX6XD.3126 SAE 36 lust I.SX1.6XO.I876 3 GOD 60 kal 60D 6X6XO.3126 SAE 36 ksl 2X2XO.25 4 60D 36 kal 60D 4X4XO.37S SAE 36 kal I.6X1.6XO.25 5 60D 36 kal 60D 4X4XO.26 SAE 36 kel I.6XI.SXO.I26 6. SOD 50 kel 60D 4X4XO.25 SAE 36 kal 1 J5X1.7SX0.1 876 7 SOD 50 last GOD 4X4XO.25 SAE 36 kel I.SX1.6XO.I26 81 60D 90 kal 60D 4X4XO.26 SAE 36 kal I.75XI.7SXO.1 876 9' 60D 60 last 60D 3.5X3.6XO.25 SAE 36 kal I.75X1.76X0.1 876 10 60D 60 kol SOD 3.6X3.SXO.25 DAE 36 ksl I.7SX1.76XO.187S 11 60D 50 ksl 60D 3.SX3.6XO.26 SAE 36 last 1.76XI.76XG.1875 12) 60D 60 kal 60D 3X3XO.376 SAE 36 ksl 1.76XI.75XO.1876 13' 60D 60 last SOD 4X4XO.2S SAE 36 ksi 2X2XO.1876 SAE 36 lost 3X3XO.25 1 'D ' k:j 60D 4X4XO.26 SAE 36 kal 2X2XO.1875 SAE 36 ks] 1.76)(1.76)(0.11875 1 :OD :0 k 60D 4X4XO.25 SAE 36 ks] 1.75XI.76XO.1876 Discrete Appurtenance Efev (ft) Type City Description 200.00 Whip 1 Antel BCR-87010 90 200.00 StralghtArm I Standoff 190.00 Panel 3 Ericsson RRUS "IS B25 190.00 Panel 3 Ericsson Radio 4426 "' Mounting Frame 3 Flat Light Sector Frame IgO:,0,0 Panel 9 Commscope SBNHH-1D8SB (72.911) 190.00 Panel 3 Ericsson RRUS 11 (Band 12) (65 190.00 Panel 2 Raycap DC648-60-18-8F (20.1" 190.00 Panel 3 Ericsson RRUS 32 B2 185.00 Other 1 Torque Arms 171.00 Mounting Frame 3 Flat Light Sector Frame 1171.01) Panel 9 Decibel DB048HOOE.XY 161.00 Panel 6 CSS DBC-7CAP (7 lbs) 161.00 Panel 6 Commscope ATSBT-TOP-FM4G 161.00 Panel 6 JMA Wireless X7CQAP-665-VRO 161.00 Panel 6 Kaolus TBC003OF1V1-I 161.00 Mounting Frame 3 Flat Light Sector Frame 151.00 Panel 3 Samsung 800 MHz Ext. Filter 151.00 Mounting Frame 3 Round Sector Frame 151.00 Panel 3 RFSAPXV9ERRI8-C 151.00 Panel 3 Argue LLPX31OR 151.00 3 Ericsson RRUS-1 1 600 MHz 161.00 Panel 3 Ericsson RRUS 31 B26 161.00 3 Nokia PWHR 161.00 9 RFS ACU-A20-N 127.00 Panel 3 Til-Telk TA-819-IOV-39B 127.00 Panel 3 Tll-Tek TA-819.IOH-39B 127.00 Mounting Frame 3 Round Sector Frame 111*00 Panel 3 TII-T.k TA-819-IOV-39B 109.00 Panel 3 TII-Tek TA-819-IGH498 .\109.00 Mounting Frame 3 Round Sector Frame Elev (ft) From To @2007-2018byATCIPLLC. All rights reserved. Tower: 5080 Client: AT&T MOBILITY Gode: ANSIITIA.222-G Location : Relay Tower, Fl. BasoWldth: 4.00 10.00 200.00 1 1 1/4" Coax 10.00 190.00 12 1 5/8" Coax 10.00 190.00 6 0.78" (1 9.7mm) 8 AWG 10.00 190.00 3 0.39" (10mm) Fiber T 10-00 171-00 6 1 6/8" Coax 10.00 171.00 3 1 6/8" Coax 10 1661.00 1 Waveguide 10:00 00 1 1.00 12 1 6/8" Coax 10-00 161.00 1 1 " Carflex Non -Metal 10.00 161.00 3 1114" Hybriflex Cab ,0:0, 1 61.00 1 0.87" (22.Omm) Fiber 1000 127.00 1 Wavegulde 100 , 27.00 6 1114" Coax 1000 109.00 6 1114" Coax TowerHt: 200.00ft Shape: Triangle 79-51,.( E= X @2007-2018byATCIPLLC. Ag rights msemed. I Job Information I i . Tower: 5080 Location : Relay Tower, Fl. BaseWidth: 4.00 It Client: AT&T MOBILITY Code: ANSIITIA-222-0 TowerHt: 200.00 It Shape: triangle IMF7 12 Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth ( 0 ) Uplift (kip) Shear (kip) 149.00 147.00 160.00 157.00 157.00 ing nn 0.00 0 12.21 1.00 240 12.19 2.00 120 11.76 -1.00 0 64.99 1.00 240 54.28 4 nn 41n an 26.26 26.24 26.21 67.64 67.67 Global Base Foundation Design Loads Vertical (kip) Horizontal (kip) 158.06 2.39 Site Number: 5080 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. All rights reserved 0 Site Name: Relay Tower, FIL Engineering Number: OAA724054"C�_02 3/112018 12:24:05 PM Customer: AT&T MOBILITY Analysis Parameters Location: ST LUCIE County, FL Height (ft): 200 Code: ANSIMA-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 Typo: Guyed Kd: Ke: lee & Wind Parameters Structure Class: 11 Design Windspeed Without Ice: 124 mph Exposure Category: B Design Windspeed With Ice: 0 mph Topographic Category: I Operational Windspeed: 60 mph Crest Height: 0 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Sol] Period Based on Rayleigh Method (sec): 0.57 TL(sec): 8 P: 1.3 0.030 S'; 0.055 SI: 0.028 C,, Max: 0.031 Fa: 1.600 Fv: 2.400 C�, Min: 0.030 Sd. 0.059 SO 0.045 Load Cases 1.21) + 1.6W Normal 124 mph Normal to Face with No Ice 1.21) + 1.6W 60 deg 124 mph 60 degree with No Ice 1.213 + 1.6W 90 deg 124 mph 90 degree with No Ice 1.213 + 1.6W 120 deg 124 mph 120 degree with No Ice 1.213 + 1.6W 180 deg 124 mph 180 degree with No Ice 1.213 + 1.6W 210 deg 124 mph 210 degree with No Ice 1.213 + 1.6W 240 deg 124 mph 240 degree with No Ice 1.21) + 1.6W 300 deg 124 mph 300 degree with No Ice 1.213 + 1.6W 330 deg 124 mph 330 degree with No Ice (1.2 + 0.2Sds) * DL + E Normal Seismic Normal (1.2 + 0.2Sds) - DL + E 60 deg Seismic 60 deg (1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg (1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg (1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg (1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg (1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg (1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg (1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg (0.9 - 0.2Sds) * DL + E Normal Seismic (Reduced DL) Normal Page I Site Number: 5080 Site Name; Relay Tower, FL Customer: AT&T MOBILITY (0.9 - 0.2Sds) * OL + E 60 deg (0.9 - 0.2Sds) * DL + E 90 deg (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 1.013 + 1.OW Service Normal 1.0D + 1.0W Service 60 deg 1.01) + 1.OW Service 90 deg 1.013 + 1.OW Service 120 deg 1.OD + 1.OW Service 180 deg 1.OD + 1.OW Service 210 deg 1.0D + 1.0W Service 240 deg 1.01) + 1.0W Service 300 deg 1.013 + 1.0W Service 330 deg Code: ANSIITIA-222-G @2007-2018byATCIPLLC. AffrightsteSemed. Engineering Number: OAA724064C302 Analysis Parameters Seismic (Reduced DL) 60 deg Seismic (Reduced DL) 90 deg Seismic (Reduced DL) 120 deg Seismic (Reduced DL) 180 deg Seismic (Reduced DL) 210 dog Seismic (Reduced DL) 240 dog Seismic (Reduced DL) 300 dog Seismic (Reduced DL) 330 deg Serviceability - 60 mph Wind Normal SorviceabIlity - 60 mph Wind 60 dog Serviceability - 60 mph Wind 90 dog Serviceability - 60 mph Wind 120 deg Serviceability - 60 mph Wind 180 dog Serviceability - 60 mph Wind 210 dog Serviceability - 60 mph Wind 240 deg Somiceabllity - 60 mph Wind 300 deg Serviceability - 60 mph Wind 330 deg 3/1/2018 12:24:05 PM Page 2 SiteNumber: 5080 Code: ANSIITIA-222-G 02007-2G18byATC1PLLC. AllrightsMseNed. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 3/1/2018 12:24:05 PM Customer: AT&T MOBILITY Tower Loading Discrete Avourtenance PrODerties 1.213 + 1.6W Elevation Description Qty wt. EPA Length Width Depth K. Orient Vert. M � C� F. (WIL) P.(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc4ft) (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 40.31 164 144 200.0 Antel BCR-87010 90 1 38 6.3 11.1 4.3 6.9 1.00 1.00 6.0 2096.3 40.66 349 46 190.0 Ericsson Radio 4426 3 49 1.6 1.3 13.2 6.8 0.80 0.50 0.0 0.0 39.72 107 176 190.0 Ericsson RRUS 4415 3 46 1.6 1.3 13.2 5.4 0.80 0.50 0.0 0.0 39.72 107 166 190.0 Ericsson RRUS 11 3 65 2.5 1.5 17.0 7.2 0.80 0.60 0.0 0.0 39.72 163 198 190.0 Ericsson RRUS 32 B2 3 53 2.7 0.6 6.9 2.4 0.80 0.50 0.0 0.0 39.72 178 191 190.0 Raycap DC6-48-60- 2 16 3.0 1.7 18.2 6.4 0.80 0.50 0.0 0.0 39.72 132 38 190.0 Commecope SBNHH- 9 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.0 39.72 2201 455 190.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 39.72 1458 1440 185.0 Torque Arms 1 Soo 16.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 39.42 804 600 171.0 Decibel DB848H90E- 9 28 8.4 8.0 6.6 8.0 0.80 0.75 0.0 0.0 38.54 2366 302 171.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 38.54 1583 1440 161.0 Commscope ATSBT- 6 2 0.2 0.5 3.7 2.0 0.80 0.60 0.0 0.0 37.88 26 13 161.0 CBS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 37.88 89 so 161.0 Kaelus 6 12 0.8 0.8 7.9 2.8 0.80 0.50 0.0 0.0 37.88 93 86 161.0 JIMA Wireless 6 46 9.6 6.0 14.6 7.3 0.80 0.67 0.0 0.0 37.88 1582 333 161.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 37.88 1390 1440 151.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.0 37.20 25 11 151.0 Samsung 800 MHz 3 7 1.0 0.9 11.6 3.0 0.80 0.50 0.0 0.0 37.20 62 24 151.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.60 0.0 0.0 37.20 63 96 161.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 37.20 98 202 151.0 Ericsson RRUS-11 3 54 2.6 1.4 17.8 9.2 0.80 0.60 0.0 0.0 37.20 153 194 161.0 Argus LLPX31 OR 3 29 4.3 3.5 11.8 4.5 0.80 0.63 0.0 0.0 37.20 328 103 151.0 RFS APXVSERR18-C 3 so 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.0 37.20 672 180 151.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.76 0.0 0.0 37.20 1229 1080 127.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 35.40 1170 1080 127.0 Til-Tek TA-81 9-1 OH- 3 94 16.9 8.0 18.0 6.0 0.80 0.63 0.0 0.0 35.40 1158 338 127.0 TII-Tek TA-81 9-1 OV- 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.0 36.40 1452 386 109.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 33.89 1120 1080 109.0 Til-Tek TA-819-1 OH- 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.0 33.89 1109 338 109.0 Til-Tek TA-81 9-1 OV- 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.0 33.89 1390 386 42.00 Kathrein Scala 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 25.81 70 25 Totals 117 10531 839.0 22891 12637 Discrete Appurtenance Properties 1.01) + 1.OW Service Elevation Description (ft) Qty wt. (lb) EPA (sf) Length Width (ft) (in) Depth (in) K. Orient. Factor Vert. Ecc4ft) M� (lb-ft) Q� (psf) F. (WL) (lb) P.(DL) (lb) 20D.0 Standoff 1 120 3.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 9.44 24 120 200.0 Antel BCR-87010 90 1 38 6.3 11.1 4.3 6.9 1.00 1.00 6.0 306.7 9.52 51 38 190.0 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.0 9.30 16 146 190.0 Ericsson RRUS 4415 3 46 1.6 1.3 13.2 6.4 0.80 0.50 0.0 0.0 9.30 16 138 190.0 Ericsson RRUS 11 3 55 2.5 1.5 17.0 7.2 0.80 0.60 0.0 0.0 9.30 24 165 190.0 Ericsson RRUS 32 B2 3 53 2.7 0.6 5.9 2.4 0.80 0.50 0.0 0.0 9.30 26 159 -1 190.0 Raycap DC6-48-60- 2 16 3.0 1.7 18.2 6.4 0.80 0.60 0.0 0.0 9.30 is 32 190.0 Commscope SEINHH- 9 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.0 9.30 322 379 190.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 9.30 213 1200 185.0 Torque Arms I Soo 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 9.23 118 600 171.0 Decibel DB848H9OE- 9 28 8.4 8.0 6.5 8.0 0.80 0.75 0.0 0.0 9.02 346 252 171.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 9.02 232 1200 161.0 Commscope ATSEIT- 6 2 0.2 0.6 3.7 2.0 0.80 0.50 0.0 0.0 8.87 4 11 161.0 CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.60 0.0 0.0 8.87 13 42 Page 3 Site Number 5080 Code: ANSIITIA-222.G @2007-2018byATCIPLLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724064C302 311/2018 12:24:05 PM Customer. AT&T MOBILITY Tower Loadin 161.0 Kaelus 6 12 0.8 0.8 7.9 2.8 0.80 0.50 0.0 0.0 8.87 14 71 161.0 JMA Wireless 6 46 9.6 6.0 14.6 7.3 0.80 0.67 0.0 0.0 8.87 232 277 161.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 8.87 203 1200 151.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.6 0.80 0.60 0.0 0.0 8.71 4 9 151.0 Samsung 800 MHz 3 7 1.0 0.9 11.5 3.0 0.80 0.50 0.0 0.0 8.71 9 20 151.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.0 8.71 9 80 151.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.0 8.71 14 168 151.0 Ericsson RRUS-11 3 64 2.6 1.4 17.8 9.2 0.80 0.50 0.0 0.0 8.71 22 162 151.0 Argue LLPX31 OR 3 29 4.3 3.6 11.8 4.5 0.80 0.63 0.0 0.0 8.71 48 86 151.0 RFS APXV9ERR18-C 3 60 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.0 8.71 98 150 161.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.71 180 900 127.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.76 0.0 0.0 8.29 171 900 127.0 Til-Tek TA-819-101-1- 3 94 16.9 8.0 18.0 6.0 0.80 0.63 0.0 0.0 8.29 169 282 127.0 Til-Tek TA-819-IOV- 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.0 8.29 212 321 109.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.76 0.0 0.0 7.93 164 900 109.0 Til-Tek TA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.0 7.93 162 282 109.0 Til-Tek TA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.0 7.93 203 321 42.00 Kathrein Scala 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 6.04 10 21 Totals 117 10531 839.0 3350 10531 Pago 4 Site Number: 5080 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. All rights reser�ed. Site Name: Relay Tower, FL Engineering Number: OAA724064_C3LO2 3/1/2018 12:24:05 �m Customer: AT&T MOBILITY Tower Loading Linear Appurtenance Properties Elev From (ft) Elev To (ft) Description Qty Width Weight Pct (in) (Ibift) In Block Spread On Faces Bundling Arrangement Cluster Dia (in) Out Of Zone Spacing Orientation (in) Factor Ka Override 10.00 200.0 1 1/4" Coax 1 1.65 0.66 0 3 Individual 0.00 N 1.00 1.00 0.00 10.00 190.0 0.39" (1 Omm) Fiber 3 0.39 0.07 33 Lin App Block 0.00 N 1.00 1.00 0.00 10.00 190.0 0.78" (19.7mm) 8 6 0.78 0.69 So Lin App Block 0.00 N 0.00 1.00 0.00 10.00 190.0 15181, Coax 12 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 171.0 15/8" Coax 3 1.98 1.04 0 2 Individual 0.00 N 1.00 1.00 0.00 10.00 171.0 1 618" Coax 6 1.98 1.04 33 1 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 1 5181, Coax 12 1.98 1.04 so 2 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 Waveguide 1 1.26 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 151.0 0.87" (22.Omm) 1 0.87 0.68 0 1 Individual 0.00 N 1.00 1.00 0.01 10.00 161.0 1 1/4" Hybriflex 3 1.54 1.00 0 Lin App Individual 0.00 N 0.00 1.00 0.00 10.00 161.0 11" Carflex Non- 1 1.30 0.28 0 1 Individual 0.00 N 1.00 1.00 0.00 10.00 127.0 1 1/4" Coax 6 1.66 0.63 So Lin App Block 0.00 N 0.00 1.00 0.00 10.00 127.0 Wavegulde 1 1.26 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 109.0 1 1/4" Coax 6 1.55 0.63 So Lin App Block 0.00 N 0.00 1.00 0.00 10.00 42.00 1/2" Coax 1 0.63 0.15 0 3 Individual 0.00 N 1.00 1.00 0.00 -T Page 5 Silo Number: 5080 Code: ANSIITIA-222.G 02007-2018byATCIPLLC. A#rIghtsmseNed. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 3/1/2018 12:24:05 PM Customer: AT&TMOBILITY Equivalent Lateral Force Method (Based on ASCE7.10 Chapters 11, 12 & 15) Spectral Response Acceleration for Short Period (S J: 0.05 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Long -Period Transition Period (T - Seconds): 8 L Importance Factor (I d: 1.00 Site Coefficient F 1.60 Site Coefficient F 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period (S dJ: 0.06 Design Spectral Response Acceleration at 1.0 Second Period (S 14: 0.04 Seismic Response Coefficient (C 0.03 Upper Limit C s: 0.03 Lower Limit C .: 0.03 Period based on Rayleigh Method (soc): 0.57 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 1.04 Total Unfactored Dead Load: 28.65 k Seismic Base Shear (E): 1.12 k LoadCase (1.2 + 0.2Sds) * DL + E Seismic Section Height Above Base (ft) Weight (lb) W, (lb-ft) CW Horizontal Force (lb) Vertical Force (lb) is 198.13 102 24,647 0.006 7 124 14 190.63 628 145,665 0.037 41 762 13 182.50 396 87,463 0.022 26 478 12 170.00 1,217 250,492 0.063 71 1,475 11 155.00 788 147,399 0.037 42 965 10 145.00 987 172,196 0.043 49 1,196 9 130.00 1,8" 287,345 0.073 81 2,234 8 110.00 2,053 269,038 0.068 76 2,488 7 90.00 1,957 208,292 0.053 59 2,372 6 70.00 2,084 170,873 0.043 48 2,525 5 50.00 1,958 113,256 0.029 32 2,373 4 32.50 1,647 60,924 0.016 17 1,995 3 17.50 1,768 34,412 0.009 10 2,142 2 6.00 370 2,371 0.001 1 448 1 1.00 324 324 0.000 0 392 Standoff 200.00 120 29,234 0.007 8 145 Antel SCR-87010 90 200.00 38 9,258 0.002 3 46 Ericsson Radio 4426 190.00 146 33,610 0.008 9 176 Ericsson RRUS 4415 B25 190.00 138 31,878 0.008 9 167 Ericsson RRUS 11 (Band 12) (55 lb) 190.00 165 38,114 0.010 11 200 Ericsson RRUS 32 B2 190.00 159 36,728 0.009 10 193 Raycap DC6.48-60-18-8F (20.1" Height) 190.00 32 7,392 0.002 2 39 Commscope SBNHH-1DSSB (72.9") 190.00 379 87,625 0.022 25 459 Flat Light Sector Frame 190.00 1,200 277,196 0.070 78 1,464 Torque Arms 185.00 Soo 112,347 0.028 32 606 Page 6 Site Number: 5080 Code: ANSl/TlA-222-G Site Name: Relay Tower, FL Engineering Number., OAA724054�C3L_02 Customer: AT&TMOBILITY Eciulvalent Lateral Force Method Decibel DB848H90E-XY 171.00 252 52,185 0.013 Flat Light Sector Frame 171.00 1,200 248,499 0.063 Commscopo ATSBT.TOP.FM4G 161.00 11 2,101 0.001 CSS DBC-7CAP (7 lbs) 161.00 42 8,171 0.002 Kaelus TBC0030FlVl-1 161.00 71 13,890 0.004 JMA Wireless X7COAP-665-VRO 161.00 277 53,925 0.014 Flat Light Sector Frame 161.00 1,200 233,443 0.059 RFS ACU-A20-N 151.00 9 1,638 0.000 Samsung 800 MHz Ext. Filter 151.00 20 3,604 0.001 Nokia FWHR 151.00 79 14,470 0.004 Ericsson RRUS 31 B26 151.00 168 30,634 0.008 Ericsson RRUS-11 800 MHz 151.00 162 29,487 0.007 Argus LLPX31OR 151.00 86 15,617 0.004 RFS APXV9ERR18.0 151.00 150 27,303 0.007 Round Sector Frame 151.00 900 163,816 0.041 Round Sector Frame 127.00 900 136,894 0.036 Til-Tak TA-819-IOH-39B 127.00 282 42,893 0.011 Til-Tok TA-819-IOV-39B 127.00 321 48,826 0.012 Round Sector Frame 109.00 900 1'16,825 0.029 Til-Tek TA-819-1 OH-39B 109.00 282 36,605 0.009 TII-Tek TA-819-10V-39B 109.00 321 41,667 0.011 Kathrein Scala HDCA-51HCM 42.00 21 1,014 0.000 92007-2018byATCIPLLC. A# rights reser�ed. 31112018 12:24:05 ;M 15 305 70 1,454 1 13 2 51 4 87 15 336 66 1,454 0 11 1 24 4 96 9 204 8 196 4 104 8 182 46 1,091 39 1,091 12 342 14 389 33 1,091 10 342 12 389 0 25 28,652 3,961,486 1.000 1,117 34,719 LoadCase (0.9 - 0.2Sds) DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight WZ Force Force Section (ft) (lb) (lb-ft) C� (lb) (lb) Is 198.13 102 24,647 0.006 7 91 14 190.63 628 146,665 0.037 41 558 13 182.50 395 87,463 0.022 26 351 12 170.00 1,217 260,492 0.063 71 1,081 11 155.00 788 147,399 0.037 42 700 10 145.00 987 172,196 0.043 49 876 9 130.00 1,844 287,345 0.073 81 1,638 8 110.00 2,053 269,038 0.068 76 1,824 7 90.00 1,957 208,292 0.053 59 1,739 6 70.00 2,064 170,873 0.043 48 1,851 5 50.00 1,958 113,256 0.029 32 1,739 4 32.50 1,647 60,924 0.015 17 1,463 3 17.50 1,768 34,412 0.009 10 1,570 2 6.00 370 2,371 '0.001 1 328 1 1.00 324 324 0.000 0 288 Standoff 200.00 120 29,234 0.007 8 107 Antel BCR-87010 90 200.00 38 9,258 0.002 3 34 Ericsson Radio 4426 190.00 146 33,610 0.008 9 129 Ericsson RRUS 4415 B25 190.00 138 31,878 0.008 9 123 Ericsson RRUS 11 (Band 12) (55 lb) 190.00 165 38,114 0.010 11 147 Ericsson RRUS 32 B2 190.00 159 36,728 0.009 10 141 Raycap DC6-48-60-18-8F (20.1" Height) 190.00 32 7,392 0.002 2 28 Commscopo SBNHH-1 D85B (72.9") 190.00 379 87,525 0.022 25 337 Flat Light Sector Frame 190.00 1,200 277,196 0.070 78 1,066 Torque Arms 185.00 Soo 112,347 0.028 32 444 Decibel DB848H90E-XY 171.00 252 62,185 0.013 15 224 -T Page 7 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&TMOBILITY Flat Light Sector Frame Commscope ATSBT-TOP-FM-4G CSS DBC-7CAP (7 lbs) Kaelus TBC0030PlVl-1 JIMA Wireless X7CQAP-665-VRO Flat Light Sector Frame RFS ACU-A20-N Samsung 800 MHz Ext. Filter Nokia FWHR Ericsson RRUS 31 B25 Ericsson RRUS-11 800 MHz Argue LLPX31OR RFSAPXVSERR18-C Round Sector Frame Round Sector Frame Til-Tek TA-819-10H-39B TII-Tek TA-819.10V.39B Round Sector Frame TII-Tek TA-819-10H.39B TII-Tek TA-819-1 OV-39B Kathrein Scale HDCA-5lHCM r Code: ANSIrrIA-222.G @2007-2018byATCIPLLC. Afl rights reserved. Engineering Number: OAA724054C302 3/1/2018 12:24:05 PM Eaulvalent Lateral Force Method 171.00 1,200 248,499 0.063 70 1,066 161.00 11 2,101 0.001 1 10 161.00 42 8,171 0.002 2 37 161.00 71 13,890 0.004 4 63 161.00 277 53,925 0.014 is 246 161.00 1,200 233,443 0.059 66 1,066 151.00 9 1,638 0.000 0 8 151.00 20 3,604 0.001 1 18 151.00 79 14,470 0.004 4 71 151.00 168 30,634 0.008 9 149 161.00 162 29,487 0.007 8 144 151.00 86 15,617 0.004 4 76 151.00 150 27,303 0.007 8 133 151.00 900 163,816 0.041 46 799 127.00 900 136,894 0.036 39 799 127.00 282 42,893 0.011 12 250 127.00 321 48,825 0.012 14 285 109.00 900 116,825 0.029 33 799 109.00 282 36,605 0.009 10 260 109.00 321 41,667 0.011 12 285 42.00 21 1,014 0.000 0 19 28,652 3,961,486 1.000 1,117 25,451 Page 8 Site Number: 6080 Code: ANSIMA-222-G 02007-2018byATCIPLLC. All rights reserved. Site Name: Relay Tower, Fl. Engineering Number: OAA724064C302 3/112018 12:24:05 P�m Customer; AT&T MOBILITY Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIITIA-G, section 2.7) Spectral Response Acceleration for Short Period (S J: 0.05 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Importance Factor (I e): 1.00 Site Coefficient F 1.60 Site Coefficient F 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period is dJ: 0.06 Desing Spectral Response Acceleration at 1.0 Second Period (S 11): 0.04 Period Based on Rayleigh Method (soc): 0.57 Redundancy Factor (p): 1.30 LoadCase (1.2 + 0.2Sds) * DL + E Seismic Section Height Above Base (ft) Weight (lb) a b c SaZ Horizontal Force (lb) Vertical Force (lb) is 198.13 102 1.855 1.799 1.074 0.149 8 124 14 190.63 628 1.717 1.188 0.841 0.126 41 762 13 182.50 395 1.574 0.699 0.635 0.104 21 478 12 170.00 1,217 1.366 0.222 0.397 0.079 so 1,475 11 155.00 788 1.135 -0.048 0.209 0.058 24 955 10 145.00 987 0.993 -0.111 0.128 0.049 25 1,196 9 130.00 1,844 0.799 -0.112 0.053 0.039 38 2,234 8 110.00 2,053 0.572 -0.043 0.0`12 0.031 33 2,488 7 90.00 1,957 0.383 0.023 0.007 0.024 24 2,372 6 70.00 2,084 0.232 0.058 0.019 0.017 18 2,525 5 50.00 1,958 0.118 0.070 0.035 0.011 11 2,373 4 32.50 1,647 0.050 0.071 0.042 0.007 6 1,995 3 17.50 1,768 0.014 0.060 0.036 0.004 4 2,142 2 6.00 370 0.002 0.030 0.016 0.002 0 448 1 1.00 324 0.000 0.006 0.003 0.000 0 392 Standoff 200.00 120 1.890 1.980 1.140 0.165 10 145 Antol SCR-87010 90 200.00 38 1.890 1.980 1.140 0.155 3 46 Ericsson Radio 4426 190.00 146 1.706 1.144 0.823 0.124 9 176 Ericsson RRUS 4415 B25 190.00 138 1.706 1.144 0.823 0.124 9 167 Ericsson RRUS I I (Band 12) (55 190.00 165 1.706 1.144 0.823 0.124 11 200 Ericsson RRUS 32 B2 190.00 159 1.706 1.144 0.823 0.124 10 193 Raycap, DC6.48-60-18-BF (20.1" 190.00 32 1.706 1.144 0.823 0.124 2 39 Commscope SBNHH-ID85B 190.00 379 1.706 1.144 0.823 0.124 24 459 Flat Light Sector Frame 190.00 1,200 1.706 1.144 0.823 0.124 77 1,454 TorqueArms 185.00 500 1.617 0.832 0.694 0.110 29 606 Decibel DB848H9OE-XY 171.00 252 1.382 0.250 0.413 0.081 11 305 Flat Light Sector Frame 171.00 1,200 1.382 0.250 0.413 0.081 so 1,454 Commscope ATSBT-TOP-FM-4G 161.00 11 1.225 0.029 0.274 0.065 0 13 CSS DBC-7CAP (7 lbs) 161.00 42 1.225 0.029 0.274 0.065 1 51 KaGlus TBC0030FIVI-1 161.00 71 1.225 0.029 0.274 0.065 2 87 JMA Wireless X7CQAP-S65-VRO 161.00 277 1.225 0.029 0.274 0.065 9 336 Flat Light Sector Frame 161.00 1,200 1.225 0.029 0.274 0.065 41 1,454 RFS ACU-A20-N 151.00 9 1.077 -0.082 0.173 0.054 0 11 Samsung 800 MHz Ext. Filter 151.00 20 1.077 -0.082 0.173 0.054 1 24 Nokia FWHR 151.00 79 1.077 -0.082 0.173 0.054 2 96 Ericsson RRUS 31 B25 151.00 168 1.077 -0.082 0.173 0.054 5 204 Ericsson RRUS-1 1 800 MHz 151.00 162 1.077 -0.082 0.173 0.054 5 196 Argus LLPX31OR 151.00 86 1.077 -0.082 0.173 0.054 2 104 RFSAPXV9ERR18-C 151.00 ISO 1.077 -0.082 0.173 0.054 4 182 Round Sector Frame 151.00 900 1.077 -0.082 0.173 0.054 25 1,091 Page 9 Site Number. 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G 02007-2018byATCIPLLC. AlffighisreseNed. Engineering Number: OAA724054_C3L.02 Eauivalent Modal Analvisis Method 311/2018 12:24:05 PM Round Sector Frame 127.00 Til-Tek TA-819-1 OH-39B 127.00 TII-Tek TA-819-10V-39B 127.00 Round Sector Frame 109.00 TII-Tek TA-81 9-1 OH-398 109.00 Til-Tek TA-81 9-1 OV-39B 109.00 Kathroln Scala HDCA-S1HCM 42.00 LoadCase (0.9 - 0.2Sds) DL + E Height Above Base Section (ft) 900 282 321 900 282 321 21 28,652 Weight (lb) 0.762 -0.104 0.044 0.762 -0.104 0.044 0.762 -0.104 0.044 0.561 -0.039 0.011 0.661 -0.039 0.011 0.661 -0.039 0.011 0.083 0.072 0.039 49.705 16.350 16.027 Seismic (Reduced DL) a b c 0.038 0.038 0.038 0.030 0.030 0.030 0.009 3.119 Sa. 18 6 6 14 4 5 0 700 Horizontal Force (lb) 1,091 342 389 1,091 342 389 25 34,719 Vertical Force (lb) 15 198.13 102 1.855 1.799 1.074 0.149 8 91 14 190.63 628 1.717 1.188 0.841 0.126 41 558 13 182.60 395 1.574 0.699 0.635 0.104 21 361 12 170.00 1,217 1.366 0.222 0.397 0.079 50 1,081 11 155.00 788 1.135 -0.048 0.209 0.058 24 700 10 145.00 987 0.993 -0.111 0.128 0.049 25 876 9 130.00 1,844 0.799 -0.112 0.063 0.039 38 1,638 8 110.00 2,053 0.572 -0.043 0.012 0.031 33 1,824 7 90.00 1,957 0.383 0.023 0.007 0.024 24 1,739 6 70.00 2,084 0.232 0.058 0.019 0.017 18 1,851 5 50.00 1,958 0.118 0.070 0.035 0.011 it 1,739 4 32.60 1,647 0.050 0.071 0.042 0.007 6 1,463 3 17.50 1,768 0.014 0.060 0.035 0.004 4 1,670 2 6.00 370 0.002 0.030 0.016 0.002 0 328 1 1.00 324 0.000 0.006 0.003 0.000 0 288 Standoff 200.00 120 1.890 1.980 1.140 0.155 10 107 Antel BCR-87010 90 200.00 38 1.890 1.980 1.140 0.155 3 34 Ericsson Radio 4426 190.00 146 1.706 1.144 0.823 0.124 9 129 Ericsson RRUS 4416 B26 190.00 138 1.706 1.1" 0.823 0.124 9 123 Ericsson RRUS 11 (Band 12) (55 190.00 165 1.706 1.144 0.823 0.124 11 147 Ericsson RRUS 32 B2 190.00 159 1.706 1.1" 0.823 0.124 10 141 Raycap DC6-48-60-18-BF (20.1" 190.00 32 1.706 1.1" 0.823 0.124 2 28 Commscope SBNHH-I D85B 190.00 379 1.706 1.144 0.823 0.124 24 337 Flat Light Sector Frame 190.00 1,200 1.706 1.1" 0.823 0.124 77 1,066 Torque Arms 186.00 Sao 1.617 0.832 0.694 0.110 29 4" Decibel DBS48H9OE-XY 171.00 252 1.382 0.260 0.413 0.081 11 224 Flat Light Sector Frame 171.00 1,200 1.382 0.250 0.413 0.081 so 1,066 Commscope ATSBT-TOP-FM-4G 161.00 11 1.225 0.029 0.274 0.065 0 10 CSS DBC.7CAP (7 lbs) 161.00 42 1.225 0.029 0.274 0.065 1 37 Kaelus TBC0030FlVl-1 161.00 71 1.225 0.029 0.274 0.065 2 63 JMA Wireless X7CQAP-665-VRO 161.00 277 1.225 0.029 0.274 0.065 9 246 Flat Light Sector Frame 161.00 1,200 1.225 0.029 0.274 0.065 41 1,066 RFS ACU-A20-N 151.00 9 1.077 -0.082 0.173 0.054 0 8 Samsung 800 MHz Ext. Filter 161.00 20 1.077 -0.082 0.173 0.054 1 18 Nokia FWHR 161.00 79 1.077 -0.082 0.173 0.054 2 71 Ericsson RRUS 31 B25 161.00 168 1.077 -0.082 0.173 0.064 5 149 Ericsson RRUS-1 1 800 MHz 161.00 162 1.077 -0.082 0.173 0.064 5 144 Argue LLPX31OR 161.00 86 1.077 -0.082 0.173 0.054 2 76 RFSAPXV9ERRIS.0 151.00 ISO 1.077 -0.082 0.173 0.054 4 133 Round Sector Frame 151.00 900 1.077 -0.082 0.173 0.064 25 799 Round Sector -Frame 127.00 900 0.762 -0.104 0.044 0.038 18 799 Tll-Tok TA-819.1 OH-39B 127.00 282 0.762 -0.104 0.044 0.038 6 250 TII.Tok TA-819-IOV-39B 127.00 321 0.762 -0.104 0.044 0.038 6 285 Round Sector Frame 109.00 900 0.561 -0.039 0.011 0.030 14 799 Til-TekTA-819-10H.39B 109.00 282 0.561 -0.039 0.011 0.030 4 250 TII-Tek TA-819-IOV-39B 109.00 321 0.561 -0.039 0.011 0.030 5 285 Kathreln Scala HDCA-SIHCM 42.00 21 0.083 0.072 0.039 0.009 0 19 28,662 49.705 16.350 16.027 3.119 700 25,451 Pago 10 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G @2007-2018byATCIPLLC. AY rights mser;ed. Engineering Number: 0AA724054C302 Equivalent Modal Analysis Method 31112018 12:24:05 i3m Pago 11 SiteNumber; 5080 Code: ANSIMA-222-G 02007-2018byATCIPLLC. AllrIghtsmserved. Silp Name: Relay Tower, Fl. Engineering Number: OAA724054C302 311/2018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: I BASE Bot Elev (ft): 0.00 Height (ft): 2.000 Shear Bear Pu Lon Bracing % F'y PhIcPnNuvn Num phIRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ks!) (kip) Bolts Holes (kip) (kip) % Controls LEG CHN.C10x1S.3 -81.01 11.213 + 1.6W 3.06 100 100 100 61.4 36.0 126.57 0 0 0.00 0.00 64 Member Y HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Shear Bear Bik Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksl) (ksi) (kip) Bolts Holes (kip) (kip) (kfp) % Controls LEG 0.00 a 0 0.00 0 0 0.00 0.00 0 HORIZCHN - C10 x 15.3 35.85 1.213 + 1.6W 36 58 145.48 a 0 0.00 0.00 0.00 24 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 Pu phiRnt Use Nurn Max Splice Forces (kIp) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 36.17 1.213 + I.SW 120 0.00 0 Bot Tension 0.00 0.00 0 Sot Compression 0.00 0.00 0 Section: 2 8'- 2 Bays Bot Elev (ft): 2.00 Height (ft): 8.000 Shear Bear Pu Len Bracing % Py Phic Pn Num Nurn phIRnv ph]Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kIp) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D SX5XO.3125 -56.92 1.2D + 1.6W 4.00 100 100 100 40.3 50.0 121.06 0 0 0.00 0.00 47 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.SX1.5X0.1875 -1.83 11.21) + 1.6W 5.657 50 50 50 117.9 36.0 8.26 1 1 9.72 10.44 22 Member Z Shear Bear Slk Shear Pu Fy Fu Phit Pn Nurn Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 1.6X1.5X0.187S 1.73 11.213 + 1.6W 210 36 68 13.47 1 1 9.72 7.09 5.09 34 Bik Shear Pu phIRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItType Top Tension 0.00 0.00 a 0 Top Compression 56.79 1.2D + I.SW 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 35.17 1.213 + 1.6W 120 0.00 0 Page 12 Site Number: 6080 Site Name: Relay Tower, Fl. Customer: AT&TMOBILITY Section: 3 15'-3 Bays Max Compression Member LEG 60D - 60D SXGXO.3125 HORIZ DIAG SAE -2X2XO.25 Code: ANSI/T[A-222-G Engineering Number: OAA724OS4-C3-02 Force/Stress Summary (P2007-2018byArCIPLLC. AflrightsreseWed. 3/1/2018 12:24:05 �M Bot Elev (ft): 10.00 Height (ft): 15.000 Shear Bear Pu Lon Bracing % F'y Phic Pn Num Num phlRnvphiRn Use (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls -59.13 1.213 + I.SW 5.00 100 100 100 50.4 50.0 113.22 0 0 0.00 0.00 52 Member Z 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 -1.76 1.213 + 1.6W 6.403 50 50 50 103.7 36.0 17.29 1 1 9.72 13.92 18 Bolt Shear Shear Bear Elk Shear Pu Fy Fu PhitPn Num Num phiRnv phlRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 2X2XO.26 1.17 1.213 + 1.6W 60 36 68 25.57 1 1 9.72 9.45 9.50 12 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 58.87 1.213 + 1.SW 90 0.00 0 Bat Tension 0.00 0.00 0 Bat Compression 66.79 1.21) + 1.6W 120 0.00 0 Section: 4 15'-3 Bays Bot Elev (ft): 25.00 Height (ft): 15.000 Shear Bear Pu Lon Bracing % F'y Phic Pn Nurn Num phlRnv phlRn Use Max Compression Member (kip) Load Case (1ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 6013-60134)(4)(0.375 -58.94 1.21) + 1.6W 5.00 100 100 100 64.4 36.0 74.50 0 0 0.00 0.00 79 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.SXI.SXO.25 -1.98 1.213 + 1.6W 6.403 50 50 60 131.6 36.0 8.99 1 1 9.72 13.92 22 Member Z Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Nurn phiRnv phlRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 a 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 a 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - I.5XI.5XO.25 2.65 1.213 + 1.6W 90 36 58 17.41 1 1 9.72 9.45 6.78 39 Blk Shear s (kip) Load Case (kip) % Bolts Bolt Typo Max Splice Force Pu phiRnt Use Num Top Tension 0.00 0.00 0 Top Compression 53.50 1.21) + 1.6W 120 0.00 0 Bat Tension 0.00 0.00 0 Bat Compression 58.87 1.21) + 1.6W 90 0.00 0 0 Page 13 Site Number: 5080 Code: ANSIrrIA-222.G (P2007-2018byATCIPLLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 311/2018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summa Section: 5 Modified Bot Elev (ft): 40.00 Height [ft): 20.000 Shear Bear Pu Lon Bracing % F'y PhIcPnNum Num ph!Rnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.2S -63.34 1.2D + 1.6W 5.00 100 100 100 0.0 0.0 110.41 0 0 0.00 0.00 48 Userinput HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE -1.SX1.5X0.125 .3.46 1.2D + 1.6W 6.403 50 50 50 129.8 36.0 4.80 1 1 9.72 6.96 72 Member Z Shear Bear Elk Shear Pu Fy Fu Phit Pn Nurn Num phIRnv phIRn phit Pn Use Max Tension Member (kip) Load Case (ks!) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 O.OD 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.5X1.5X0.125 1.60 1.2D + 1.6W 120 36 58 9.20 1 1 9.72 4.72 3.39 47 Bik Shear Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use % Num Bolts BoItTypo Top Tension 0.00 0.00 0 0 Top Compression 54.10 1.213 + 11.6W 120 0.00 0 Bat Tension 0.00 0.00 0 Bat Compression 53.50 1.213 + 1.6W 120 0.00 0 Section: 6 20'-4 Bays Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % FY Phic Pn Num Num phiRnvph!Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 6GD.6GD4X4XO.25 -49.36 1.2D + 1.6W 5.00 50 50 50 31.6 43.5 71.25 0 0 0.00 0.00 69 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 -1.75XI.75XO.18 -3.13 1.21) + 1.61111 6.403 50 50 60 114.0 36.0 10.16 1 1 9.72 10.44 32 Bolt Shear Shear Bear BlkShear Pu Fy Fu Phit Pn Num Num phlRnv phlRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75XI.75XD.18 2.21 1.213 + 1.6W 90 36 58 16.44 1 1 9.72 7.09 6.10 36 Blk Shear Max Splice Force Pu ph[Rnt Use Num a (kip) Load Case (kip) % Bolts BoitType Top Tension 0.00 0.00 0 0 Top Compression 48.69 1.20 + 1.6W 120 0.00 0 Bat Tension 0.00 0.00 0 Bat Compression 64.10 1.2D + 1.6W 120 0.00 0 r Page 14 Site Number: 5080 Code: ANSIMA-222-G 02007-2018byATCIPLLC. An rights resemed. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3LO2 311/2018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summa Section: 7 20'-4 Bays Bot Elev (ft): 80.00 Height (ft): 20.000 Shear Bear Pu Lon Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG GOD - 60D 4X4XO.25 -50.28 1.213 + 1.6W 4.98 50 50 50 31.4 43.5 71.29 0 0 0.00 0.00 70 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 -1.6X1.5XO.125 -3.14 1.20 + 1.6W 6.384 60 50 50 129.4 36.0 4.83 1 1 9.72 6.96 65 Member Z Shear Bear Slk Shear Pu Fy Fu Phil Pn Num Num phiRnv ph[Rn phit Pn Use Max Tension Member (kip) Load Case (ks!) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.5X1.SXO.126 2.21 1.2D + 1.6W 120 36 58 9.20 1 1 9.72 4.72 3.39 65 Blk Shear Max Splice Forces Pu (kip) Load Case phIRnt (kip) Use % Num Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 48.94 1.213 + 1.6W 120 0.00 0 Sot Tension 0.00 0.00 0 Bot Compression 48.69 1.2D + 1.6W 120 0.00 0 Section: 8 20'-4 Bays Bot Elev (ft): 100.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phlRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG GOD - GOD 4X4XO.25 -53.05 1.2D + 1.SW 5.00 50 60 50 31.6 43.5 71.2S 0 0 0.00 0.00 74 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75XO.18 .4.01 1.2D + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 41 Bolt Shear Shear Bear Bik Shear Pu Fy Fu PhItPn Num Num phiRnv ph]Rn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 a HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.75X1.75XO.18 3.06 1.21) + 1.6W 60 36 58 16.44 1 1 9.72 7.09 6.10 50 Elk Shear Max Splice Force Pu phIRnt Use Num a (kip) Load Case (kip) % Bolts BoItType Top Tension 0.00 0.00 0 Top Compression 59.06 1.2D+1.6W120 0.00 0 Bot Tension 0.00 0.00 0 BotCompresslon 48.94 1.21) + 1.6W 120 0.00 0 0 Page 15 Site Number: 6080 Code: ANSIITIA-222.G @2007-2018byATCIPLLC. All rights reserved Site Name: Relay Tower, FIL Engineering Number: OAA724O54C302 3/1/2018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 9 20'-4 Bays Sot Elev (ft): 120.0 Height [ft): 20.000 Shear Bear PU Lon Bracing % Py Phic Pn Num Num ph[RnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksl) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D.6OD3.SX3.SXO. -51.96 1.2D + 1.6W 5.00 60 50 60 36.5 42.0 58.84 0 0 0.00 0.00 88 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.75X1.75XO.18 -4.39 1.2D + 1.SW 6.403 50 50 50 114.0 36.0 10.16 1 1 9.72 10.44 45 Bolt Shear Shear Bear Elk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75XI.75XO.18 3.74 1.213 + 1.6W 90 36 58 16." 1 1 9.72 7.09 6.10 61 Blk Shear Pu ph]Rnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 43.21 1.20 + 1.SW 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 59.06 1.213 + I.SW 120 0.00 0 Section: 10 Modified Bot Elev (ft): 140.0 Height (ft): 10.000 Shear Bear Pu Lon Bracing % PY PhIc Pn Num Num phIRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR [ksl) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - SOD 3.5X3.SXO. -33.12 1.2D + 1.6W 5.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 32 User Input HORIZ 0.00 0.000 0 a 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG DAE-1.75XI.75XO.18 .6.84 1.2D + 1.6W 6.403 50 50 50 120.3 36.0 18.76 2 2 15.90 20.88 43 Bolt Shear Shear Bear Elk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG DAE - 1.75XI.75XO.18 6.42 1.2D + 1.6W 90 36 58 32.81 2 2 15.90 14.17 12.21 62 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoltType Top Tension 0.00 0.00 0 0 Top Compression 28.97 1.2D + 1.6W 90 0.00 0 Sot Tension 0.00 0.00 0 Bot Compression 43.21 1.2D + I.SW 0.00 0 Page 16 Site Number: 5080 Code: ANSIMA-222-G @2007-2018byATCIPLLC. All rights resemed. Site Name: Relay Tower, FIL Engineering Number., OAA724O54C302 3/112018 12:24:05 �M Customer; AT&TMOBILITY Force/Stress Summary Section: 11 Modified Bot Elev (ft): 150.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % Fy PhIc Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ks!) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3.SX3.SXO. -40.70 1.213 + I.SW 60 6.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 39 Userinput HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 1.76X1.75X0.18 -3.79 1.213 + 1.6W 90 6.403 50 50 60 114.0 36.0 10.15 1 1 9.72 10.44 39 Bolt Shear Shear Bear Bik Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOD - 60D 3.SX3.SXO. 7.14 1.213 + 1.6W 120 50 65 76.05 0 0 0.00 0.00 9 Member HORIZ 0.00 0 a 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE -1.7SX1.7SXO.18 3.80 1.21) + I.SW 90 36 58 16.44 1 1 9.72 7.09 6.10 62 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItType Top Tension 10.86 1.2D + 1.6W 240 0.00 0 0 Top Compression 44.36 1.213 + I.SW 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 28.97 11.21) + 1.6W 90 0.00 0 Section: 12 10 - fixed Bot Elev (ft): 160.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y PhIcPnNum Num phIRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D.6OD3X3XO.37S 45.06 1.21) + 1.6W 60 5.00 100 100 100 0.0 0.0 88.66 a 0 0.00 0.00 50 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 - 1.7SX1.7SXO.18 -3.31 1.2D + 1.6W 60 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 34 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phIRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksQ (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOD - 60D 3X3XO.375 13.72 11.213 + 1.6W 120 50 65 94.95 0 0 0.00 0.00 14 Member HORIZ 0.00 0 0 0.00 a 0 0.00 0.00 0.00 0 DIAG SAE-1.75XI.75XO.18 3.01 1.2D + 1.6W 240 36 58 16.44 1 1 9.72 7.09 6.10 49 Blk Shear Pu phIRnt Use Num Max Splice Force (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 a Top Compression 30.64 1.2D + 1.6W 90 0.00 0 Bot Tension 10.86 11.213 + 1.6W 240 0.00 0 Bot Compression 44.36 11.213 + 1.SW 60 0.00 0 Page 17 Site Number: 5080 Code: ANSIITIA-222.G @2007-2018byATCIPLLC. Afl rights reserved. Sito Name: Relay Tower, Fl. Engineering Number: OAA724054C302 3/112018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 13 11-1 Bot Elev (ft): 180.0 Height (ft): 5.000 Shear Bear Pu Lon Bracing % F'y Phic Pn Nurn Num phIRnvphIRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D.6OD4X4XO.25 -8.65 1.213 + I.6W 5.00 100 100 100 63.2 43.5 58.91 0 0 0.00 0.00 14 Member Z HORIZSAE - 3X3XO.25 .7.43 1.213 + 1.6W 4.000 100 100 100 100.5 36.0 27.40 2 1 19.44 27.84 38 Bolt Shear DIAG SAE.2X2XO.1875 -4.91 1.213 + I.6W 90 6.403 50 50 50 103.1 36.0 13.23 1 1 9.72 10.44 60 Bolt Shear Shear Bear Elk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 6OD-6OD4X4XO.25 4.45 1.213 + 1.6W 60 50 65 87.30 0 0 0.00 0.00 5 Member HORIZ SAE - 3X3XO.25 11.91 1.213 + 1.6W 100 36 68 41.88 2 1 19." 23.37 19.31 61 Bik Shear DIAG SAE-2X2XO.I875 4.63 1.213 + I.SW 210 36 68 19.50 1 1 9.72 7.09 7.12 65 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 10.97 1.2D + I.6W 180 0.00 0 0 Top Compression 15.31 1.213 + 1.6W 0.00 0 Bat Tension 0.00 0.00 0 Bat Compression 30.64 1.21) + 1.6W 90 0.00 0 Section: 14 11-2 Bot Elev (ft): 185.0 Height (ft): 11.250 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phIRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ks!) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-GOD4X4XO.26 -11.42 1.21) + 1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 17 MemberZ HORIZSAE - 1.76XI.75XO.18 -0.80 1.213 + I.6W 60 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 11 Member Z DIAG SAE -2X2XO.1875 .3.04 1.213 + 1.6W 90 6.483 50 60 50 92.6 36.0 14.75 1 1 9.72 10." 31 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Nurn phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksl) (ksl) (kip) Baits Holes (kip) (kip) (kip) % Controls LEG GOD - GOD 4X4XO.26 7.79 1.213 + 1.6W 180 50 65 87.30 0 0 0.00 0.00 8 Member HORIZSAE - I.76X1.75XO.18 0.73 1.2D + 1.6W 36 68 20.12 0 0 0.00 0.00 0.00 3 Member DIAG SAE-2X2XO.I875 3.24 1.213 + I.6W 90 36 68 19.50 1 1 9.72 7.09 7.12 46 Bolt Bear Pu ph!Rnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Typo Top Tension 0.00 0.00 0 0 Top Compression 0.49 (1.2 + O.2Sds) - 0.00 0 Bat Tension 10.97 I.2D + 1.6W 180 0.00 0 Bat Compression 15.31 1.213 + 1.6W 0.00 0 Page IS Site Number: 5080 Code: ANS11TIA-222-G @2007-2016byATCIPLLC, Aflfight5reser�ed. Site Name: Relay Tower, Fl. Engineering Number: OAA724O54C302 3/1/2018 12:24:05 �M Customer: AT&T MOBILITY Force/Stress Summary Section: 15 11-3 Bot Elev (ft): 196.2 Height (ft): 3.750 Shear Bear Pu Lon Bracing % Py Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D.60D4X4X0.25 .0.10 1.2D + 1.6W 3.75 100 100 100 47.4 43.6 65.82 0 0 0.00 0.00 0 MemberZ HORIZSAE - 1.75XI.75XO.18 0.00 1.2D + 1.6W 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 0 MemberZ DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Shear Bear Bik Shear Pu Fy Fu Phit Pn Num Num phIRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSAE - 1.75XI.76XO.18 0.01 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 0.00 0 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 PU phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.11 (1.2 + 0.2Sds) * 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.49 (1.2 + 0.2Sds) * 0.00 0 I Page 19 Site Number., 6080 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. Aftrightsfesemed. Site Name: Relay Tower, FL Engineering Number: OAA724O54C302 3/112018 12:24:05 PM Customer: AT&TMOBILITY Detailed Reactions - Load Case Radius (M Elevation (ft) Azimuth (deg) Node FX (kip) FY (kip) FZ (kip) Uplift Down 1.213 + 1.6W Normal 0.00 00.00 1 0.0`1 156.82 -1.915 149.00 00.00 0 Al 0.00 -0.14 0.41 147.00 01.00 240 Ala -19.79 -10.73 .11.96 150.00 02.00 120 Alb 19.80 -10.36 -11.97 157.00 -01.00 0 A2 0.00 -2.39 1.52 157.00 01.00 240 A2a -43.01 -47.82 -26.63 159.00 01.00 120 A2b 42.98 -47.19 .26.62 1.213 + 1.6W 60 deg 0.00 00.00 1 -2.05 127.65 -1.19 149.00 00.00 0 Al -0.40 -2.42 5.34 147.00 01.00 240 Ala -22.63 -12.11 -13.06 150.00 02.00 120 Alb 4.40 -2.31 -3.01 157.00 -01.00 0 A2 -1.26 -10.29 9.86 157.00 01.00 240 A2a -48.93 -53.17 -28.25 IS9.00 01.00 120 A2b 7.95 -10.07 -6.05 1.213 + 1.6W 90 deg 0.00 00.00 1 -1.98 1".70 -0.36 149.00 00.00 0 Al -O.S5 -6.52 14.08 147.00 01.00 240 Ala -22.83 -12.19 -12.94 160.00 02.00 120 Alb 1.13 -0.62 -0.84 167.00 -01.00 0 A2 -1.71 .29.45 30.27 157.00 01.00 240 A2a -50.37 .54.28 -28.09 159.00 01.00 120 A2b 2.53 -3.96 -2.15 1.213 + 1.6W 120 deg O.OD 00.00 1 -1.67 158.05 0.96 149.00 00.00 0 At -0.47 -10.77 23.18 147.00 01.00 240 Ala -20.28 -10.74 -11.17 150.00 02.00 120 Alb 0.37 -0.13 -0.21 157.00 -01.00 0 A2 -1.57 -48.30 50.41 IS7.00 01.00 240 A2a -".46 -47.68 -23.86 159.00 01.00 120 A2b 1.25 -2.24 .0.72 1.213 + 1.6W 180 deg 0.00 00.00 1 0.00 127.82 2.37 149.00 00.00 0 At 0.00 -12.12 26.10 147.00 01.00 240 Ala -4.7S -2.37 -2.28 150.00 02.00 120 Alb 4.77 -2.29 -2.29 167.00 -01.00 0 A2 0.00 -S3.79 S6.40 157.00 01.00 240 A2a M2 -10.09 -3.81 159.00 01.00 120 A2b 9.13 -9.97 -3.81 1.213 + 1.6W 210 deg 0.00 00.00 1 0.68 144.49 1.89 149.00 00.00 0 At 0.21 -12.21 26.25 147.00 01.00 240 Ala -1.26 -0.63 -O.SS ISO.00 02.00 120 Alb 12.43 -6.27 .6.54 167.00 -01.00 0 A2 0.86 -54.99 57.64 167.00 01.00 240 A2a -3.11 -3.99 4.11 159.00 01.00 120 A2b 27.07 -28.69 43.65 1.213 + 1.6W 240 deg 0.00 00.00 1 1.68 IS7.22 0.96 149.00 00.00 0 Al 0.46 -10.77 23.18 147.00 01.00 240 Ala -0.35 .0.14 -0.20 150.00 02.00 120 Alb 20.28 -10.37 -11.17 157.00 -01.00 0 A2 1.57 -48.35 50.46 167.00 01.00 240 A2a -1.27 -2.30 .0.73 159.00 01.00 120 A2b ".48 .47.09 .23.87 1.213 + 1.61N 300 deg 0.00 00.00 1 2.07 126.54 -1.20 149.00 00.00 0 Al 0.40 -2.40 6.30 147.00 01.00 240 Ala -4.35 -2.38 .2.97 150.00 02.00 120 Alb 22.58 -11.68 -13.04 157.00 -01.00 0 A2 1.26 -10.28 9.85 Page 20 Site Number: Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. Aff rights reser�ed. Engineering Number: OAA724054C302 3/1/2018 12:24:05 PM 5080 Site Name: Relay Tower, Fl. Customer: AT&T MOBILITY 1.21) + 1.6W 330 dog (1.2 + 0.2Sds) - DL + E Normal MI (1.2 + 0.2Sds) * DL + E Normal M2 (1.2 + 0.2Sds) * DL + E 60 deg MI (1.2 + 0.2Sds) - DL + E 60 deg M2 (1.2 + 0.2Sds) * DL + E 90 deg MI (1.2 + 0.2Sds) * DL + E 90 deg M2 (1.2 + 0.2Sds) * DL + E 120 dog MI (1.2 + 0.2Sds) * DL + E 120 deg M2 157.00 01.00 240 A2a -7.93 -10.18 -6.03 159.00 01.00 120 A2b 48.88 -52.45 -28.22 0.00 00.00 1 1.31 143.53 -1.66 149.00 00.00 0 Al 0.16 -0.65 1.40 147.00 01.00 240 Ala -11.87 -6.49 -7.48 160.00 02.00 120 Alb 22.60 -11.76 -13.29 157.00 -01.00 0 A2 0.60 -4.11 3.30 157.00 01.00 240 A2a -25.46 -29.19 -16.67 159.00 01.00 120 A2b 49.65 -53.66 -29.59 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 At 0.00 -3.16 7.22 147.00 01.00 240 Ala -6.39 -3.23 -3.69 150.00 02.00 120 Alb 6.39 -3.12 -3.69 167.00 -01.00 0 A2 0.00 -10.78 11.54 157.00 01.00 240 A2a -10.80 -11.68 -6.24 159.00 01.00 120 A2b 10.80 -11.42 -6.24 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 At 0.00 -3.20 7.30 147.00 01.00 240 Ala -6.35 -3.21 -3.67 150.00 02.00 120 Alb 6.36 -3.10 -3.67 157.00 -01.00 0 A2 0.00 -10.97 11.73 157.00 01.00 240 A2a -10.71 -11.48 -6.18 159.00 01.00 120 A2b 10.71 -11.33 -6.19 0.00 00.00 1 0.00 81.30 0.00 149.00 00.00 0 At 0.00 -3.18 7.27 147.00 01.00 240 Ala -6.44 -3.26 -3.72 160.00 02.00 120 Alb 6.29 -3.06 -3.63 157.00 -01.00 0 A2 0.00 -11.09 11.84 157.00 01.00 240 A2a -11.07 -11.88 -6.39 159.00 01.00 120 A2b 10.27 -10.81 -5.93 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.21 7.31 147.00 01.00 240 Ala -6.37 -3.22 -3.68 150.00 02.00 120 Alb 6.33 -3.08 -3.65 157.00 -01.00 0 A2 0.00 -11.18 11.94 157.00 01.00 240 A2a -10.89 -11.69 -6.29 169.00 01.00 120 A2b 10.35 -10.90 -5.98 0.00 00.00 1 0.00 81.30 0.00 149.00 00.00 0 At 0.00 -3.21 7.33 147.00 01.00 240 Ala -6.42 -3.25 -3.71 150.00 02.00 120 Alb 6.25 -3.04 -3.61 157.00 -01.00 0 A2 0.00 -11.40 12.15 157.00 01.00 240 A2a -10.99 -11.80 -6.35 159.00 01.00 120 A2b 10.07 -10.58 -5.81 0.00 00.00 1 0.00 81.30 0.00 149.00 00.00 0 Al 0.00 -3.21 7.33 147.00 01.00 240 Ala -6.36 .3.22 -3.67 150.00 02.00 120 Alb 6.32 -3.07 -3.65 157.00 -01.00 0 A2 0.00 .11.40 12.15 157.00 01.00 240 A2a -10.85 .11.64 -6.26 159.00 01.00 120 A2b 10.21 .10.73 -5.90 0.00 00.00 1 0.00 81.31 0.00 149.00 00.00 0 Al 0.00 -3.24 7.39 147.00 01.00 240 Ala -6.39 -3.23 -3.69 150.00 02.00 120 Aib 6.24 -3.03 -3.60 157.00 -01.00 0 A2 0.00 -11.72 12.45 157.00 01.00 240 A2a -10.80 -11.57 -6.23 159.00 01.00 120 A2b 10.00 -10.50 -5.77 0.00 00.00 1 0.00 81.30 0.00 Page 21 Site Number: 5080 Code: ANSIMA-222-G 02007-2018byATCIPLLC. Allfightsmsemed. Site Name: Relay Tower, Fl. Engineering Number: OAA724064C302 3/112018 12:24:05 PM Customer: AT&T MOBILITY 149.00 00.00 0 Al 0.00 -3.22 7.35 147.00 01.00 240 Ala -6.35 -3.21 -3.67 150.00 02.00 120 Alb 6.31 -3.07 -3.64 157.00 -01.00 0 A2 0.00 -11.63 12.36 167.00 01.00 240 A2a -10.71 -11.48 -6.19 159.00 01.00 120 A2b 10.16 -10.67 -5.87 (1.2 + 0.2Sds) DL + E 180 dog Ml 0.00 00.00 1 0.00 81.30 0.00 149.00 00.00 0 Al 0.00 -3.27 7.46 147.00 01.00 240 Ala -6.29 -3.17 .3.63 150.00 02.00 120 Alb 6.29 -3.06 -3.63 157.00 -01.00 0 A2 0.00 -12.03 12.76 157.00 01.00 240 A2a -10.26 -10.95 -5.92 169.00 01.00 120 A2b 10.26 -10.80 -5.92 (1.2 + 0.2Sds) DL + E 180 deg M2 '0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.23 7.36 147.00 01.00 240 Ala -6.32 -3.19 -3.65 150.00 02.00 120 Alb 6.33 -3.08 -3.65 157.00 -01.00 0 A2 0.00 -11.85 12.57 167.00 01.00 240 A2a -10.36 .11.04 -5.97 169.00 01.00 120 A2b 10.35 -10.89 -5.97 (1.2 + 0.2Sds) DL + E 210 dog Ml 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 .3.27 7.43 147.00 01.00 240 Ala -6.25 -3.15 -3.61 150.00 02.00 120 Alb 6.34 -3.09 -3.66 157.00 -01.00 0 A2 0.00 -11.95 12.68 157.00 01.00 240 A2a -10.07 -10.72 -5.81 159.00 01.00 120 A2b 10.53 -11.11 -6.08 (1.2 + 0.2Sds) DL + E 210 deg M2 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.23 7.36 147.00 01.00 240 Ala -6.31 -3.19 -3.64 150.00 02.00 120 Alb 6.34 -3.09 -3.66 157.00 -01.00 0 A2 0.00 -11.78 12.50 157.00 01.00 240 A2a -10.22 -10.88 -5.90 169.00 01.00 120 A2b 10.53 -11.11 -6.08 (1.2 + 0.2Sds) DL + E 240 dog MI 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.24 7.39 147.00 01.00 240 Ala -6.24 -3.14 -3.60 150.00 02.00 120 Alb 6.39 -3.12 -3.69 157.00 -01.00 0 A2 0.00 .11.72 12.45 157.00 01.00 240 A2a -10.00 -10.64 -5.77 159.00 01.00 120 A2b 10.80 -11.42 -6.23 (1.2 + 0.2Sds) DL + E 240 deg M2 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.22 7.35 147.00 01.00 240 Ala -6.31 -3.18 .3.64 150.OD 02.00 120 Alb 6.36 -3.10 -3.67 157.00 -01.00 0 A2 0.00 -11.62 12.35 157.00 01.00 240 A2a -10.17 -10.83 -5.87 159.00 01.00 120 A2b 10.71 -11.32 -6.18 (1.2 + 0.2Sds) DL + E 300 dog Ml 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 At 0.00 -3.18 7.27 147.00 01.00 240 Ala -6.29 -3.17 -3.63 150.00 02.00 120 Alb 6.44 -3.14 -3.72 157.00 -011.00- 0 A2 - 0.00 -11.10 11.85 167.00 01.00 240 A2a .10.27 -10.96 .5.93 169.00 01.00 120 A2b 11.06 .11.72 -6.38 (1.2 + 0.2Sds) DL + E 300 dog M2 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.20 7.31 147.00 01.00 240 Ala -6.32 -3.19 -3.65 150.00 02.00 120 Alb 6.37 -3.11 -3.68 167.00 -01.00 0 A2 0.00 -11.18 11.94 157.00 01.00 240 A2a -10.35 -11.05 -5.98 Page 22 Site Number: 5080 Site Name: Relay Tower, FL Customer; AT&TMOBILITY (1.2 + 0.2Sds) - DL + E 330 deg Ml (1.2 + 0.2Sds) - DL + E 330 deg M2 (0.9 - 0.2Sds) * DL + E Normal MI (0.9 - 0.2Sds) * DL + E Normal M2 (0.9 - 0.2Sds) * DL + E 60 deg MI (0.9 - 0.2Sds) * DL + E 60 deg M2 (0.9 - 0.2Sds) * DL + E 90 deg MI (0.9 - 0.2Sds) * DL + E 90 deg M2 169.00 0.00 149.00 147.00 150.00 167.00 167.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 169.00 0.00 149.00 147.00 150.00 157.00 167.00 159.00 0.00 149.00 147.00 160.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 169.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 160.00 167.00 157.00 159.00 Code: ANSIITIA-222-G (D2007-2018byATCIPLLC, Affrightsresemed. Engineering Number: OAA724OS4-C3-02 3/1/2018 12:24:05 �M 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 (0.9 - 0.2Sds) * DL + E 120 deg MI 0.00 00.00 149.00 00.00 120 A2b 1 0 Al 240 Ala 120 Alb 0 A2 240 A2a 120 A2b 1 0 At 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 At 240 Ala 120 Alb 0 A2 240 A2a 120 A2b 1 0 At 240 Ala 120 Alb 0 A2 240 A2a 120 A2b 1 0 Al 240 Ala 120 Alb 0 A2 240 Me 120 A2b 1 0 At 240 Ala 120 Alb 0 A2 240 Me 120 A2b 1 0 All 240 Ala 120 Alb 0 A2 240 Me 120 A2b I 0 Al 240 Ala 120 Alb 0 A2 240 Me 120 A2b I 0 Al Page 23 10.89 -11.54 -6.29 0.00 81.29 0.00 0.00 -3.16 7.23 -6.34 -3.20 -3.66 6.43 -3.14 -3.71 0.00 -10.87 11.63 -10.53 -11.26 -6.08 10.99 -11.64 -6.34 0.00 81.29 0.00 0.00 -3.20 7.30 -6.34 -3.20 -3.66 6.37 -3.10 -3.68 0.00 -11.03 11.79 -10.53 -11.26 -6.08 10.84 -11.48 -6.26 0.00 72.92 0.00 0.00 -3.19 7.28 -6." -3.27 -3.72 6.45 -3.15 -332 0.00 -11.04 11.79 -11.02 -11.83 -6.37 11.02 -11.67 -6.37 0.00 72.91 0.00 0.00 -3.23 7.36 -6.41 -3.25 -3.70 6.41 -3.13 -3.70 0.00 -11.22 11.99 -10.93 -11.73 -6.31 10.94 -11.58 -6.31 0.00 72.92 0.00 0.00 -3.22 7.34 -6.49 -3.30 -3.75 6.35 -3.09 -3.66 0.00 -11.35 12.10 -11.29 -12.14 -6.52 10.49 -11.06 -6.06 0.00 72.92 0.00 0.00 -3.24 7.38 -6.42 -3.26 -3.71 6.38 -3.11 -3.68 0.00 .1 l." 12.20 -11.11 .11.95 -6.42 10.58 -11.15 -6.11 0.00 72.93 0.00 0.00 -3.26 7.40 -6.48 -3.29 -3.74 6.31 -3.07 -3.64 0.00 -11.66 12.40 -11.22 -12.05 -6.48 10.29 -10.83 -5.94 0.00 72.92 0.00 0.00 -3.25 7.40 -6.42 -3.26 -3.71 6.37 -3.11 .3.68 0.00 .11.66 12.40 -11.07 .11.90 -6.39 10.44 -10.98 -6.03 0.00 72.93 0.00 0.00 -3.28 7.45 i, Z ;M Z 0 cn (A Cl) a co cn p w co cn CO) (a co z z m c a + M + rn + M + M + M + M + M + M 0 oo w - - - . . . . . . . . . . . . . . . - . - . I - - I !D.4.4 p �4 P. P;ll P. p �4 74 P:*A!D. P :*j .14 $0 P:ll 50 P.14 P.0 R 74:4 9 �4 p p 74 ==MMMMO MmomouQ Mononoo Mmoccob MMMOMMM Coon M M .4.4 oMMM= =oo 8on M MMM== =oo=v� S MM=MMM= ===C000 QWUMMM� ommo '0 = 0 MO=Vo =o600mn om600aa oo600cc co600Qa oo600mo oo6oQmo oocbmomc oMQ2QSM C, o 6 o M 0 p p 71 71 71 p 71 0 22,- 0 onononn nnn000� oomoc== Q=occ== oc=ooao bbobbbo bbbbbbb a =C=Q COVOOQQ I MQOMMMM Moaomo� =no . . . 0 ocomom� Qoouuno ===oQOW o0=0= m4om�m N N� W� W4 N� 0 cm . Q occ==o 00 nnm� o� o� M A . . no cc a 8 Q 00 0 A 0 , 0 oQ oo.00 >>>>>>" >>>>>>- >>>>>>- >>>>>>- >>�>>>- >>>>>>- > > > a , a m am am am am am am a , am am am 0 am am am am 0 > z �Pp"Pplppp .00MMOO MQQMMOO �Momppp PPPFDPPP PPPFDPPP pppFn&QQ PPPF)PPP wwo=�O= wa=�W== NW=M =a M 0=�=Q wwoo-ac w mw=w� 0 4,wmw�nco 0 =�- 0 0 w 0 0 w w OMMW M w w p W-0 w p ?l) L, 'Moa""W�W— 71?11 �3 54 54 PP "o wo " 'M "0 W�M�Www p W o W— �ww www— W�W""W. w , " �W�OMM M"�M fZ P Fn Fop &ln;:66�4p I , . . I F*!" p p P.4 p p � M 66,431. :-j P 1 . .. . P P.4 P in M,�Mwm WM, L4 41 b Z4 zo L4 L4 in �M NCW�0�4m iqic 41414.b L. L. b) ;D OCOMMMQ b ia b" 44 ;D ia 0 wowm�c M-O"Woc Owwwo ��Vw�co Mowwww= MM'MM'S E"�.Mtm om-�w Site Number: 5080 Code: ANSIMA-222.G @2007-2018byATCIPLLC. AlfrighisreseN-ed. Site Name: Relay Tower, Fl. Engineering Number: OAA724O54C302 3/112018 12:24:06 iZM Customer: AT&T MOBILITY (0.9 - O.2Sds) - DL + E 300 deg M2 (0.9 - O.2Sds) - DL + E 330 deg MI (0.9 - 0.2Sds) * DL + E 330 deg M2 I.OD + COW Service Normal I.OD + I.OW Service 60 deg I.OD + l.OW Service 90 deg I.OD + I.OW Service 120 deg I.OD + 1.OW Service ISO deg 0.00 149.00 147.00 160.00 167.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 167.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 160.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 167.00 159.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 00.00 00.00 01.00 02.00 -01.00 01.00 01.00 I.OD + I.OW Service 210 deg 0.00 00.00 149.00 00.00 147.00 01.00 I 0 Al 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 At 240 Ala UO Alb 0 A2 240 A2a 120 A2b I 0 At 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 Al 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 At 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 Al 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 At 240 Ala 120 Alb 0 A2 240 A2a 120 A2b 1 0 Al 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 Al 240 Ala Page 25 0.00 72.91 0.00 0.00 -3.24 7.38 -6.38 -3.23 -3.68 6.43 -3.14 -3.71 0.00 -11.44 12.20 -10.58 -11.30 -6.11 11.11 -11.79 -6.42 0.00 72.91 0.00 0.00 -3.20 7.30 -6.39 -3.24 -3.69 6.48 -3.17 -3.74 0.00 -11.13 11.89 -10.76 -11.62 -6.21 11.21 -11.89 -6.47 0.00 72.91 0.00 0.00 -3.23 7.37 -6.39 -3.24 -3.69 6.42 -3.14 -3.71 0.00 -11.28 12.05 -10.76 -11.52 -6.21 11.07 -11.73 -6.39 0.00 76.56 -0.44 0.00 -2.23 5.24 -7.40 -3.79 -4.34 7.41 -3.66 -4.34 0.00 -7.34 7.84 -12.83 -13.84 -7.62 12.82 -13.66 -7.62 -0.34 76.60 -0.20 -0.06 -2.79 6.41 -8.20 -4.22 -4.73 5.51 -2.68 -3.25 -0.19 -9.71 10.29 -14.75 -15.84 -8.52 8.83 -9.47 -6.31 -0.41 76.61 0.00 -0.08 -3.28 7.46 -8.02 -4.11 -4.60 4.86 -2.31 -2.82 -0.23 -11.78 12.60 -14.31 -15.29 -8.15 7.41 -7.88 -4.38 -0.38 76.67 0.22 -0.06 -3.80 8.69 -7.46 -3.79 -4.24 4.52 -2.13 -2.61 -0.19 -13.98 14.87 -12.93 -13.80 -7.28 6.78 .7.11 -3.91 0.00 76.57 0.40 0.00 -4.22 9.46 -5.56 -2.77 -3.14 5.56 -2.67 -3.14 0.00 -16.02 16.99 -8.99 -9.56 -4.98 8.99 -9.43 -4.98 0.20 76.54 0.35 0.02 .4.12 9.26 -4.86 .2.40 -2.78 Site Number. 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY 1.013 + 11.0W Somice 240 deg 1.01) + l.0W Somice 300 deg 1.0D + 1.0W Se"Ice 330 deg Code: ANSIMA-222-G @2007-2018byATCIPLLC. AH rights reserved. Engineering Number: OAA724O54C302 3/112018 12:24:06 PM 150.00 02.00 120 Alb 6.48 -3.15 -3.65 157.00 -01.00 0 A2 0.09 -15.48 16." 167.00 01.00 240 A2a -7.49 -7.97 -4.22 159.00 01.00 120 A2b 10.94 -11.46 -6.06 0.00 00.00 1 0.38 76.54 0.22 149.00 00.00 0 Al 0.06 -3.80 8.58 147.00 01.00 240 Ala -4.51 -2.21 -2.60 150.00 02.00 120 Alb 7.45 -3.65 -4.23 157.00 -01.00 0 A2 0.19 -13.99 14.88 157.00 01.00 240 A2a -6.78 -7.22 -3.91 159.00 01.00 120 A2b 12.99 -13.63 -7.28 0.00 00.00 1 0.34 76.48 -0.20 149.00 00.00 0 Al 0.06 -2.79 6.40 147.00 01.00 240 Ala -5.60 -2.78 -3.25 150.00 02.00 120 Alb 8.19 -4.07 -4.73 157.00 -01.00 0 A2 0.18 -9.72 10.30 167.00 01.00 240 A2a -8.84 -9.60 -5.32 159.00 01.00 120 A21J 14.75 -15.64 -8.52 0.00 00.00 1 0.21 76.49 -0.35 149.00 00.00 0 Al 0.02 .2.41 5.62 147.00 01.00 240 Ala -6.41 -3.27 -3.79 150.00 02.00 120 Alb 8.00 -3.96 -4.64 157.00 -01.00 0 A2 0.09 -8.11 8.62 157.00 01.00 240 A2a -10.75 -11.66 -6.47 169.00 01.00 120 A2b 14.23 -15.11 -8.32 Maximum Reactions Sumi Base Anchl Anch2 Vertical (kip) F5 8-. 0-5 .12.21 -54.99 Horizontal (kip) 2.39 26.25 57.72 Page 26 Site Number; 5080 Code: ANS11TIA-222-G 02007-2018byATCIPLLC. Allrlghfsmser�ed. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 311/2018 12:24:06 �M Customer: AT&T MOBILITY Guv Anchor Desion Loads Radius (ft) Drop (ft) Azimuth (*) Uplift (kip) Shear (kip) 149.00 0.00 0 12.21 26.25 147.00 1.00 240 12.19 26.24 150.00 2.00 120 11.76 26.21 157.00 -1.00 0 64.99 57.64 157.00 1.00 240 54.28 57.67 159.00 1.00 120 53.66 57.72 Maximum Cable Forces Summary Allow Applied Elevation Anchor Tower Tension Tension Use Load Case (ft) Cable Node Node (kip) (kip) % 1.2D + 1.6W 60 deg 45.00 1/2 EHS Ala Ilb 16.14 7.92 49 1.2D + 11.6W 60 deg 60.00 112 EHS Ala 14b 16.14 8.79 54 1.2D + 1.6W 90 deg 94.97 9116 EHS Ala 22b 21.00 12.63 60 1.213 + 1.6W 210 deg 120.00 314 EHS A2 28 34.98 22.65 65 1.2D + 1.6W 210 dog 140.00 314 BRIDGE A2 32 40.80 23.95 59 1.213 + 1.6W 90 deg 185.00 518 EHS A2a TSa 25." 16.97 67 Page 27 Site Number: 5080 Code: ANSIITIA-222.G 02007-2018byATCIPLI.C. All rights reserved. Sito Name: Relay Tower, Fl. Engineering Number: OAA724054C302 311/2018 12:24:06 PM Customer: AT&TMOBILITY 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 0.325 -0.0028 0.3852 0.3852 124 mph Normal to Face with No Ice 110.00 0.821 -0.0023 0.4708 0.4708 124 mph Normal to Face with No Ice 125.00 0.960 -0.0021 0.6781 0.5781 124 mph Normal to Face with No Ice 150.00 1.227 -0.0019 0.6992 0.6992 124 mph Normal to Face with No Ice 160.00 1.341 -0.0018 0.5860 0.6860 124 mph Normal to Face with No Ice 170.00 1.429 0.0031 0.4"2 0.4442 124 mph Normal to Face with No Ice 185.00 1.520 0.0058 0.3594 0.3694 124 mph Normal to Face with No Ice 188.75 1.546 0.0058 0.4098 0.4098 124 mph Normal to Face with No Ice 200.00 1.651 0.0058 1.0380 1.0380 124 mph 60 degree with No Ice 40.00 0.206 0.0049 0.2166 0.2166 124 mph 60 degree with No Ice 110.00 0.467 0.0074 0.2340 0.2340 1124 mph 60 degree with No Ice 125.00 0.535 0.0085 0.3405 0.3406 124 mph 60 degree with No Ice 150.00 0.713 0.0081 0.4599 0.4599 124 mph 60 degree with No Ice 160.00 0.786 0.0065 0.3529 0.3529 124 mph 60 degree with No Ice 170.00 0.834 0.0097 0.2219 0.2219 124 mph 60 degree with No Ice 185.00 0.864 0.0164 0.1317 0.1327 124 mph 60 degree with No Ice 188.75 0.875 0.0188 0.1683 0.1693 124 mph 60 degree with No Ice 200.00 0.916 0.0250 0.4106 0.4109 124 mph 90 degree with No Ice 40.00 0.263 0.0857 0.3106 0.3218 124 mph 90 degree with No Ice 110.00 0.687 0.0654 0.4098 0.4143 124 mph 90 degree with No Ice 125.00 0.796 0.0587 0.4998 0.5027 124 mph 90 degree with No Ice 150.00 1.039 0.0424 0.5998 0.6012 124 mph 90 degree with No Ice 160.00 1.136 0.0368 0.4926 0.4939 124 mph 90 degree with No Ice 170.00 1.207 0.0314 O�3622 0.3630 124 mph 90 degree with No Ice 185.00 1.272 0.0243 0.2740 0.2743 124 mph 90 degree with No Ice 188.75 1.292 0.0235 0.3088 0.3090 124 mph 90 degree with No Ice 200.00 1.354 0.0211 0.2930 0.2937 124 mph 120 degree with No Ice 40.00 0.329 0.0034 0.3912 0.3912 124 mph 120 degree with No Ice 110.00 0.833 0.0043 0.4794 0.4794 124 mph 120 degree with No Ice 125.00 0.964 0.0047 0.5856 0.5856 124 mph 120 degree with No Ice 150.00 1.244 0.0027 0.7024 0.7024 124 mph 120 degree with No Ice 160.00 1.359 0.0047 0.5920 0.5920 124 mph 120 degree with No Ice 170.00 1.447 0.0063 0.4475 0.4475 124 mph 120 degree with No Ice 185.00 1.537 -0.0128 0.3557 0.3557 124 mph 120 degree with No Ice 188.76 1.561 -0.0167 0.3990 0.3993 124 mph 120 degree with No Ice 200.00 1.650 -0.0264 0.6340 0.6343 124 mph 180 degree with No Ice 40.00 0.207 0.0038 0.2148 0.2148 124 mph 180 degree with No Ice 110.00 0.474 0.0043 0.2385 0.2385 124 mph 180 degree with No Ice 125.00 0.543 0.0049 0.3459 0.3469 124 mph 180 degree with No Ice 160.00 0.724 0.0019 0.4653 0.4653 124 mph 180 degree with No Ice 160.00 0.798 0.0021 0.3600 0.3600 124 mph 180 degree with No Ice 170.00 0.847 0.0043 0.2298 0.2299 124 mph 180 degree with No Ice 185.00 0.882 0.0062 0.1426 0.1427 124 mph 180 degree with No Ice 188.75 0.892 0.0062 0.1864 0.1865 124 mph 180 degree with No Ice 200.00 0.954 0.0062 0.7866 0.7866 124 mph 210 degree with No Ice 40.00 0.264 0.0861 0.3101 0.3210 124 mph 210 degree With No.lce- 110.00 0.690 0.0650 0.4116 0.4160 124 mph 210 degree with No Ice 126.00 0.800 0.0582 0.6030- 0 , 6067 124 mph 210 degree with No Ice 150.00 1.044 0.0409 0.6037 0.6051 124 mph 210 degree with No Ice 160.00 1.141 0.0365 0.4966 0.4979 '124 mph 210 degree with No Ice 170.00 1.214 0.0319 0.3677 0.3685 124 mph 210 degree with No Ice 185.00 1.280 0.0321 0.2806 0.2814 124 mph 210 degree with No Ice 188.76 1.301 0.0358 0.3206 0.3216 124 mph 210 degree with No Ice 200.00 1.380 0.0442 0.7689 0.7702 124 mph 240 degree with No Ice 40.00 0.328 0.0010 0.3898 0.3898 Page 28 Site Number: 5080 Code: ANSIMA-222-G Site Name: Relay Tower, FL Engineering Number: OAA724O64C302 Customer: AT&T MOBILITY @2007-2018byATCIPLLC. All rights reser�ed. 3/1/2018 12:24:06 �m 124 mph 240 degree with No Ice 110.00 0.830 -0.0020 0.4771 0.4771 124 mph 240 degree with No Ice 125.00 0.960 -0.0025 0.6825 0.6825 124 mph 240 degree with No Ice 160.00 1.239 -0.0001 0.6979 0.6979 124 mph 240 degree with No Ice 160.00 1.353 0.0023 0.5873 0.5873 124 mph 240 degree with No Ice 170.00 1.440 0.0056 0.4430 0.4430 124 mph 240 degree with No Ice 185.00 1.529 0.0144 0.3517 0.35117 124 mph 240 degree with No Ice 188.75 1.553 0.0183 0.3948 0.3953 124 mph 240 degree with No Ice 200.00 1.641 0.0279 0.6313 0.6316 124 mph 300 degree with No Ice 40.00 0.205 -0.0069 0.2155 0.2155 124 mph 300 degree with No Ice 110.00 0.464 -0.0087 0.2312 0.2313 124 mph 300 degree with No Ice 125.00 0.530 -0.0097 0.3368 0.3368 124 mph 300 degree with No Ice 160.00 0.706 -0.0088 0.4644 0.4544 124 mph 300 degree with No Ice 160.00 0.778 -0.0068 0.3472 0.3472 124 mph 300 degree with No Ice 170.00 0.825 -0.0044 0.2165 0.2165 124 mph 300 degree with No Ice 186.00 0.855 -0.0051 0.1276 0.1287 124 mph 300 degree with No Ice 188.75 0.865 -0.0076 0.1641 0.1662 124 mph 300 degree with No Ice 200.00 0.905 -0.0137 0.4076 0.4079 124 mph 330 degree with No Ice 40.00 0.262 0.0779 0.3067 0.3160 124 mph 330 degree with No Ice 110.00 0.679 0.0577 0.4019, 0.4056 124 mph 330 degree with No Ice 126.00 0.787 0.0506 0.4938 0.4959 124 mph 330 degree with No Ice 160.00 1.026 0.0340 0.5983 0.5992 124 mph 330 degree with No Ice 160.00 1.123 0.0290 0.4889 0.4897 124 mph 330 degree with No Ice 170.00 1.194 0.0236 0.3621 0.3624 124 mph 330 degree with No Ice 185.00 1.261 0.0140 0.2819 0.2819 124 mph 330 degree with No Ice 188.75 1.281 0.0111 0.3247 0.3247 124 mph 330 degree with No Ice 200.00 1.365 0.0034 0.8466 0.8466 Seismic Normal MI 40.00 0.003 0.0002 0.0044 0.00" Seismic Normal M1 110.00 0.006 0.0001 0.0159 0.0159 Seismic Normal MI 125.00 0.007 0.0001 0.0107 0.0107 Seismic Normal MI 150.00 0.010 0.0001 0.0144 0.0144 Seismic Normal M1 160.00 0.012 0.0002 0.0132 0.0132 Seismic Normal MI 170.00 0.014 0.0002 0.0090 0.0090 Seismic Normal M1 186.00 0.016 0.0002 0.0078 0.0078 Seismic Normal M1 188.76 0.016 0.0002 0.0089 0.0089 Seismic Normal M1 200.00 0.018 0.0002 0.0137 0.0137 Seismic Noma] M2 40.00 0.003 0.0002 0.0043 0.0043 Seismic Normal M2 110.00 0.002 0.0001 0.0140 0.0140 Seismic Normal M2 125.00 0.004 0.0002 0.0084 0.0084 Seismic Normal M2 150.00 0.006 0.0001 0.0127 0.0127 Seismic Normal M2 160.00 0.008 0.0002 0.0130 0.0130 Seismic Normal M2 170.00 0.010 0.0002 0.0104 0.0104 Seismic Normal M2 186.00 0.012 0.0002 0.0104 0.0104 Seismic Normal M2 188.75 0.013 0.0002 0.0113 0.0113 Seismic Normal M2 200.00 0.015 0.0001 0.0168 0.0168 Seismic 60 deg M1 40.00 0.003 0.0002 0.0055 0.0065 Seismic 60 deg MI 110.00 0.006 0.0001 0.0164 0.0154 Seismic 60 deg M1 126.00 0.008 0.0002 0.0100 0.0100 Seismic 60 deg M1 150.00 0.012 0.0002 0.0149 0.0149 Seismic 60 deg MI 160.00 0.014 0.0002 0.0151 0.0151 Seismic 60 deg M1 170.00 0.016 0.0002 0.0088 0.0088 Seismic 60 deg M1 185.00 0.017 0.0002 0.0074 0.0074 Seismic 60 deg M1 188.76 0.018 0.0002 0.0089 0.0089 Seismic 60 deg MI 200.00 0.020 0.0002 0.0165 0.0165 Seismic 60 deg M2 40.00 0.003 0.0002 0.0046 0.0046 Seismic 60 deg M2 110.00 0.004 0.0001 0.0141 0.0141 Seismic 60 deg M2 125.00 0.006 0.0002 0.0078 0.0078 Seismic 60 deg M2 150.00 0.008 0.0002 0.0134 0.0134 Seismic 60 deg M2 160.00 0.010 0.0002 0.0150 0.0150 Seismic 60 deg M2 170.00 0.012 0.0002 0.0102 0.0102 Seismic 60 dog M2 185.00 0.014 0.0002 0.0099 0.0099 Seismic 60 deg M2 188.75 0.014 0.0002 0.0114 0.0114 Seismic 60 dog M2 200.00 0.017 0.0002 0.0198 0.0198 Page 29 SiteNumber: 5080 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. Allfightsmsemed. Sito Name: Relay Tower, FIL Engineering Number: OAA724054C302 3/112018 12:24:06 PM Customer. AT&T MOBILITY Seismic 90 dog M1 40.00 0.004 0.0002 0.0057 0.0067 S7eIsmIc 90 dog MI 110.00 0.007 0.0001 0.0171 0.0171 Seismic 90 deg MI 125.00 0.010 0.0002 0.0110 0.0110 Seismic 90 deg MI 150.00 0.013 0.0002 0.0150 0.0150 Seismic 90 deg M1 160.00 0.015 0.0002 0.0152 0.0162 Seismic 90 dog MI 170.00 0.017 0.0002 0.0088 0.0088 Seismic 90 dog MI 185.00 0.018 0.0002 0.0074 0.0074 Seismic 90 dog M1 188.75 0.019 0.0002 0.0090 0.0090 Seismic 90 deg MI 200.00 0.021 0.0001 0.0174 0.0174 Seismic 90 dog M2 40.00 0.003 0.0002 0.0046 0.0046 Seismic 90 deg M2 110.00 0.004 0.0001 0.0155 0.0165 Seismic 90 dog M2 125.00 0.007 0.0002 0.0090 0.0090 Seismic 90 dog M2 160.00 0.009 0.0002 0.0137 0.0137 Seismic 90 dog M2 160.00 0.011 0.0002 0.0153 0.0163 Seismic 90 dog M2 170.00 0.013 0.0002 0.0105 0.0105 Seismic 90 dog M2 185.00 0.015 0.0002 0.0102 0.0102 Seismic 90 deg M2 188.75 0.016 0.0002 0.0118 0.0118 Seismic 90 dog M2 200.00 0.019 0.0001 0.0223 0.0223 Seismic 120 dog MI 40.00 0.004 0.0002 0.0056 0.0056 Seismic 120 dog MI 110.00 0.007 0.0001 0.0178 0.0178 Seismic 120 dog MI 125.00 0.010 0.0002 0.0119 0.0119 Seismic 120 deg M1 150.00 0.014 0.0002 0.0163 0.0163 Seismic 120 dog M1 160.00 0.016 0.0002 0.0146 0.0145 Seismic 120 deg MI 170.00 0.017 0.0001 0.0092 0.0092 Seismic 120 dog M1 185.00 0.019 0.0001 0.0075 U076 Seismic 120 deg MI 188.75 0.020 0.0001 0.0090 0.0090 Seismic 120 dog Ml 200.00 0.022 0.0001 0.0165 0.0165 Seismic 120 dog M2 40.00 0.003 0.0002 0.0046 0.0046 Seismic 120 deg M2 110.00 0.004 0.0001 0.0160 0.0160 Seismic 120 dog M2 125.00 0.007 0.0002 0.0098 0.0098 Seismic 120 dog M2 150.00 0.010 0.0002 0.0139 0.0139 Seismic 120 deg M2 160.00 0.012 0.0001 0.0146 0.0146 Seismic 120 deg M2 170.00 0.014 0.0001 0.0109 0.0109 Seismic 120 deg M2 185.00 0.016 0.0001 0.0103 0.0103 Seismic 120 dog M2 188.75 0.017 0.0001 0.0117 0.0117 Seismic 120 deg M2 200.00 0.019 0.0001 0.0212 0.0212 Seismic 180 dog MI 40.00 0.003 0.0002 0.0047 0.0047 Seismic 180 deg M1 110.00 0.007 0.0001 0.0156 0.0166 Seismic 180 deg MI 126.00 0.009 0.0002 0.0117 0.0117 Seismic 180 dog M1 150.00 0.013 0.0002 0.0158 0.0168 Seismic 180 dog M1 160.00 0.015 0.0001 0.0148 0.0148 Seismic 180 deg M1 170.00 0.017 0.0001 0.0092 0.0092 Seismic 180 deg M1 185.00 0.019 0.0000 0.0071 0.0071 Seismic 180 deg M1 188.76 0.019 0.0000 0.0087 0.0087 Seismic 180 deg MI 200.00 0.021 0.0000 0.0132 0.0132 Seismic 180 dog M2 40.00 0.003 O.00DI 0.0044 0.00" Seismic 180 dog M2 110.00 0.004 0.0001 0.0144 0.01" Seismic 180 deg M2 125.00 0.006 0.0002 0.0097 0.0097 Seismic 180 dog M2 160.00 0.009 0.00DI 0.0146 0.0146 Seismic 180 deg M2 160.00 0.011 0.0001 0.0150 0.0`150 Seismic 180 deg M2 170.00 0.013 0.0000 0.0109 0.0109 Seismic 180 deg M2 185.00 0.015 0.0000 0.0099 0.0099 Seismic 180 deg M2 188.75 0.016 0.0000 0.0115 0.0115 .$eIsmIc 1 80.deg M2- 200.00 0.019 0.0000 0.0172 0.0172 Seismic 210 deg M1 40.00 0.003 0.0001 0.0041 0.0041 Seismic 210 dog MI 110.00 0.006 0.0001 0.0170 0.0170 Seismic 210 dog M1 125.00 0.009 0.0002 0.0119 0.0119 'Seismic 210 deg M1 160.00 0.013 0.0001 0.0155 0.0155 Seismic 210 deg M11 160.00 0.015 0.0001 0.0143 0.0143 Seismic 210 deg MI 170.00 0.016 0.0000 000090 0.0090 Seismic 210 deg MI 186.00 0.018 0.0000 0.0072 0.0072 Seismic 210 deg MI 188.76 0.018 0.0000 0.0087 0.0087 Pago 30 Site Number: 5080 Code: ANSIITIA-222-43 Site Name: Relay Tower, FL Engineering Number: OAA724O64C302 Customer: AT&T MOBILITY 02007-2018byATCIPLLC. AH rights resewed. 311/2018 12:24:06 �m Seismic 210 dog M1 200.00 0.020 0.0000 0.0144 0.0144 Seismic 210 deg M2 40.00 0.003 0.0001 0.0042 0.0042 Seismic 210 deg M2 110.00 0.003 0.0001 0.0152 0.0152 Seismic 210 deg M2 125.00 0.006 0.0002 0.0096 0.0096 Seismic 210 dog M2 150.00 0.009 0.0001 0.0139 0.0139 Seismic 210 deg M2 160.00 0.011 0.0001 0.0142 0.0142 Seismic 210 dog M2 170.00 0.012 0.0000 0.0104 0.0104 Seismic 210 deg M2 185.00 0.014 0.0000 0.0097 0.0097 Seismic 210 dog M2 188.76 0.015 0.0000 0.0`111 0.0111 Seismic 210 dog M2 200.00 0.017 0.0000 0.0174 0.0174 Seismic 240 dog MI 40.00 0.003 0.0001 0.0044 0.0044 Seismic 240 deg MI 110.00 0.006 0.0001 0.0174 0.0176 Seismic 240 dog M1 125.00 0.008 0.0002 0.0115 0.0115 Seismic 240 dog MI 150.00 0.012 0.0001 0.0147 0.0147 Seismic 240 deg M1 160.00 0.014 0.0001 0.0138 0.0138 Seismic 240 dog MI 170.00 0.015 0.0000 0.0087 0.0087 Seismic 240 deg MI 185.00 0.017 0.0001 0.0072 0.0072 Seismic 240 deg M1 188.75 0.017 0.0001 0.0087 0.0087 Seismic 240 deg M1 200.00 0.0`19 0.0001 0.0165 0.0165 Seismic 240 dog M2 40.00 0.003 0.0001 0.0041 0.0041 Seismic 240 dog M2 110.00 0.003 0.0001 0.0156 0.0156 Seismic 240 deg M2 125.00 0.005 0.0001 0.0092 0.0092 Seismic 240 deg M2 150.00 0.008 0.0001 0.0130 0.0130 Seismic 240 dog M2 160.00 0.010 0.0001 0.0136 0.0136 Seismic 240 dog M2 170.00 0.011 0.0000 0.0101 0.0101 Seismic 240 deg M2 185.00 0.013 0.0001 0.0097 0.0097 Seismic 240 deg M2 188.75 0.014 0.0001 0.0111 0.01111 Seismic 240 deg M2 200.00 0.016 0.0001 0.0198 0.0198 Seismic 300 dog M1 40.00 0.003 0.0001 0.0043 0.0043 Seismic 300 dog MI 110.00 0.004 0.0001 0.0150 0.0150 Seismic 300 deg M1 125.00 0.006 0.0001 0.0094 0.0094 Seismic 300 deg MI 150.00 0.010 0.0001 0.0139 0.0139 Seismic 300 dog MI 160.00 0.011 0.0001 0.0141 0.0141 Seismic 300 deg M1 170.00 0.013 0.0001 0.0079 0.0079 Seismic 300 dog MI 185.00 0.014 0.0001 0.0068 0.0068 Seismic 300 deg M1 188.75 0.015 0.0001 0.0083 0.0083 Seismic 300 dog MI 200.00 0.017 0.0001 0.0150 0.0150 Seismic 300 deg M2 40.00 0.003 0.0001 0.0041 0.0041 Seismic 300 deg M2 110.00 0.002 0.0001 0.0138 0.0138 Seismic 300 deg M2 125.00 0.004 0.0001 0.0074 0.0074 Seismic 300 deg M2 150.00 0.006 0.0001 0.0128 0.0128 Seismic 300 dog M2 160.00 0.008 0.0001 0.0143 0.0143 Seismic 300 dog M2 170.00 0.009 0.0001 0.0097 0.0097 Seismic 300 deg M2 185.00 0.011 0.0001 0.0097 0.0097 Seismic 300 deg M2 188.75 0.012 0.0001 0.0112 0.0112 Seismic 300 dog M2 200.00 0.014 0.0001 0.0200 0.0200 Seismic 330 dog M1 40.00 0.003 0.0001 0.0039 0.0039 Seismic 330 dog MI 110.00 0.004 0.0001 0.0152 0.0152 Seismic 330 deg M1 126.00 0.007 0.0001 0.0101 0.0101 Seismic 330 dog MI 150.00 0.010 0.0001 0.0140 0.0140 Seismic 330 deg MI 160.00 0.012 0.0001 0.0136 0.0136 Seismic 330 dog MI 170.00 0.013 0.0001 0.0083 0.0083 Seismic 330 deg Ml 185.00 0.014 0.0001 0.0072 0.0072 Seismic 330 deg MI 188.75 0.015 0.0001 0.0084 0.0084 Seismic 330 dog M1 200.00 0.017 0.0001 0.0135 0.0135 Seismic 330 deg M2 40.00 0.003 0.0002 0.0042 0.0042 Seismic 330 dog M2 110.00 0.002 0.0001 0.0136 0.0136 Seismic 330 dog M2 125.00 0.004 0.0001 0.0081 0.0081 Seismic 330 dog M2 150.00 0.006 0.0001 0.0128 0.0128 Seismic 330 dog M2 160.00 0.008 0.0001 0.0139 0.0139 Seismic 330 deg M2 170.00 0.009 0.0001 0.0101 0.0101 Seismic 330 dog M2 185.00 0.011 0.0001 0.0101 0.0101 Page 31 Site Number. 5080 Site Name: Relay Tower, Fl. Customer: AT&TIMOBILITY Code: ANSIfT[A-222-G @2007-2018byATCIPLLC. AgdghtSresemed. Engineering Number: OAA724064C3_02 3/1/2018 12:24:06 PM Seismic 330 deg M2 188.75 0.012 0.0001 0.0113 0.0113 S'eismic 330 deg M2 200.00 0.014 0.0001 0.0179 0.0179 Seismic (Reduced OL) Normal M1 40.00 0.003 0.0001 0.0041 0.0041 Seismic (Reduced DL) Normal M1 110.00 0.005 0.0001 0.0148 0.0148 Seismic (Reduced DL) Normal MI 125.00 0.007 0.0001 0.0104 0.0104 Seismic (Reduced DL) Normal MI 150.00 0.010 0.0001 0.0139 0.0139 Seismic (Reduced DL) Normal M1 160.00 0.012 0.0001 0.0125 0.0125 Seismic (Reduced DL) Normal M1 170.00 0.014 0.0002 0.0090 0.0090 Seismic (Reduced DL) Normal MI 186.00 0.015 0.0002 0.0076 0.0076 Seismic (Reduced DL) Normal MI 188.75 0.016 0.0002 0.0087 0.0087 Seismic (Reduced DL) Normal MI 200.00 0.018 0.0002 0.0136 0.0136 Seismic (Reduced DL) Normal M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic (Reduced DL) Normal M2 110.00 0.002 0.0001 0.0130 0.0130 Seismic (Reduced DL) Normal M2 125.00 0.004 0.0001 0.0081 0.0081 Seismic (Reduced DL) Normal M2 150.00 0.006 0.0001 0.0123 0.0123 Seismic (Reduced OL) Normal M2 160.00 0.008 0.0001 0.0124 0.0124 Seismic (Reduced DL) Normal M2 170.00 0.010 0.0002 0.0104 0.0104 Seismic (Reduced 131.) Normal M2 185.00 0.012 0.0002 0.0101 0.0101 Seismic (Reduced 131.) Normal M2 188.75 0.012 0.0002 0.0112 0.0112 Seismic (Reduced DL) Normal M2 200.00 0.015 0.0001 0.0167 0.0167 Seismic (Reduced DL) 60 deg MI 40.00 0.003 0.0001 0.0051 0.0051 Seismic (Reduced DL) 60 deg MI 110.00 0.006 0.0001 0.01" 0.0144 Seismic (Reduced DL) 60 deg MI 125.00 0.008 0.0001 0.0098 0.0098 Seismic (Reduced 131.) 60 deg MI 150.00 0.012 0.0001 0.01" 0.0144 Seismic (Reduced DQ 60 deg M1 160.00 0.014 0.0002 0.0142 0.0142 Seismic (Reduced DL) 60 deg NII 170.00 0.015 0.0002 010087 0.0087 Seismic (Reduced 131.) 60 deg MI 185.00 0.017 0.0002 0.0072 0.0072 Seismic (Reduced OL) 60 deg M1 188.75 0.018 0.0002 0.0088 0.0088 Seismic (Reduced DL) 60 deg MI 200.00 0.020 0.0002 0.0164 0.0164 Seismic (Reduced DL) 60 deg M2 40.00 0.003 0.0001 0.0042 0.0042 Seismic (Reduced DL) 60 deg M2 110.00 0.003 0.0001 0.0131 0.0131 Seismic (Reduced DL) 60 deg M2 125.00 0.005 0.0001 0.0076 0.0076 Seismic (Reduced DL) 60 deg M2 150.00 0.008 0.0001 0.0128 0.0128 Seismic (Reduced DL) 60 deg M2 160.00 0.010 0.0001 0.0141 0.0141 Seismic (Reduced DL) 60 deg M2 170.00 0.011 0.0002 0.0101 0.0101 Seismic (Reduced 131.) 60 deg M2 185.00 0.014 0.0002 0.0097 0.0097 Seismic (Reduced DL) 60 deg M2 188.75 0.014 0.0002 0.0113 0.0113 Seismic (Reduced DL) 60 deg M2 200.00 0.017 0.0002 0.0197 0.0197 Seismic (Reduced DL) 90 deg M1 40.00 0.003 0.0001 0.0053 0.0053 Seismic (Reduced DL) 90 deg M1 110.00 0.007 0.0001 0.0160 0.0160 Seismic (Reduced DL) 90 deg M1 125.00 0.009 0.0001 0.0108 0.0108 Seismic (Reduced DL) 90 deg Ml 150.00 0.013 0.0001 0.0146 0.0145 Seismic (Reduced DL) 90 deg MI 160.00 0.015 0.0001 0.0143 0.0143 Seismic (Reduced DL) 90 deg MI 170.00 0.017 0.0002 0.0088 0.0088 Seismic (Reduced DL) 90 deg M1 185.00 0.018 0.0002 0.0071 0.0071 Seismic (Reduced 131.) 90 deg MI 188.75 0.019 0.0002 0.0088 0.0088 Seismic (Reduced DL) 90 deg MI 200.00 0.021 0.0001 0.0173 0.0173 Seismic (Reduced 131.) 90 deg M2 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 90 deg M2 110.00 0.004 0.0001 0.0144 0.01" Seismic (Reduced DL) 90 deg M2 125.00 0.006 0.0002 0.0088 0.0088 Seismic (Reduced DL) 90 deg M2 150.00 0.009 0.0001 0.0132 0.0132 Seismic (Reduced DL) 90 deg M2 160.00 0.011 0.0002 0.0145 0.0145 Seismic (Reduced DL) 90 deg M2 170.00 0.013 0.0002 0.0105 0.0105 §Ielsmic -(Reduced 131. 90 deg M2 185.00 0.015 0.0002 0.0099 0.0099 Seismic (Roduced-DL) 90 deg M2 188.75 0.016 _-0.0001 0.0117 0.0117 Seismic (Reduced DL) 90 deg M2 200.00 0.018 0.0001 0.0221 0.0221 Seismic (Reduced 131.) 120 deg MI 40.00 0.003 0.0001 0.0052 0.0062 'Seismic (Reduced DL) 120 deg MI 110.00 0.007 0.0001 0.0167 0.0167 Seismic (Reduced DL) 120 deg MI 125.00 0.010 0.0002 0.0116 0.0116 Seismic (Reduced DL) 120 deg MI 150.00 0.013 0.0001 0.0149 0.0149 Seismic (Reduced 131.) 120 deg MI 160.00 0.016 0.0001 0.0138 0.0138 Seismic (Reduced DL) 120 deg M1 170.00 0.017 0.0001 0.0092 0.0092 Page 32 Site Number. 5080 Code: ANSI[TIA-222-G Site Name: Relay Tower, FL Engineering Number., OAA724054C302 Customer: AT&T MOBILITY 02007-2018hyATCIPLLC. Afffightsresemed. 3/1/2018 12:24:06 �m Seismic (Reduced 131.) 120 deg M1 185.00 0.019 0.0001 0.0072 0.0072 Seismic (Reduced DL) 120 deg MI 188.75 0.019 0.0001 0.0088 0.0088 Seismic (Reduced DL) 120 deg MI 200.00 0.021 0.0001 0.0164 0.0164 Seismic (Reduced DL) 120 deg M2 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 120 deg M2 110.00 0.004 0.0001 0.0148 0.0148 Seismic (Reduced DL) 120 deg M2 125.00 0.007 0.0001 0.0093 0.0093 Seismic (Reduced DL) 120 deg M2 150.00 0.009 0.0001 0.0131 0.0131 Seismic (Reduced DL) 120 deg M2 160.00 0.011 0.0001 0.0136 0.0136 Seismic (Reduced DL) 120 deg M2 170.00 0.013 0.0001 0.0106 0.0106 Seismic (Reduced DL) 120 deg M2 185.00 0.015 0.0001 0.0097 0.0097 Seismic (Reduced DL) 120 deg M2 188.75 0.016 0.0001 0.0111 0.0111 Seismic (Reduced DL) 120 deg M2 200.00 0.018 0.0001 0.0195 0.0195 Seismic (Reduced DL) 180 deg MI 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 180 deg MI 110.00 0.006 0.0001 0.0146 0.0146 Seismic (Reduced DL) 180 deg M1 126.00 0.009 0.0002 0.0115 0.0116 Seismic (Reduced DL) 180 deg MI 160.00 0.013 0.0001 0.0152 0.0152 Seismic (Reduced DL) 180 deg M1 160.00 0.016 0.0001 0.0140 0.0140 Seismic (Reduced DL) 180 deg MI 170.00 0.017 0.0000 0.0091 0.0091 Seismic (Reduced DL) 180 deg M1 186.00 0.018 0.0000 0.0069 0.0069 Seismic (Reduced DL) 180 deg MI 188.75 0.019 0.0000 0.0085 0.0085 Seismic (Reduced DL) 180 deg M1 200.00 0.021 0.0000 0.0131 0.0131 Seismic (Reduced DL) 180 deg M2 40.00 0.003 0.0001 0.0040 0.0040 Seismic (Reduced DL) 180 deg M2 110.00 0.004 0.0001 0.0134 0.0134 Seismic (Reduced DL) 180 deg M2 125.00 0.006 0.0001 0.0094 0.0094 Seismic (Reduced DL) 180 deg M2 160.00 0.009 0.0001 0.0140 0.0140 Seismic (Reduced DL) 180 deg M2 160.00 0.011 0.0001 0.0142 0.0142 Seismic (Reduced DL) 180 deg M2 170.00 0.013 0.0000 0.0108 0.0108 Seismic (Reduced DL) 180 deg M2 185.00 0.015 0.0000 0.0097 0.0097 Seismic (Reduced DL) 180 deg M2 188.75 0.016 0.0000 0.0114 0.0114 Seismic (Reduced DL) 180 deg M2 200.00 0.018 0.0000 0.0170 0.0170 Seismic (Reduced DL) 210 deg MI 40.00 0.003 0.0001 0.0038 0.0038 Seismic (Reduced DL) 210 deg MI 110.00 0.006 0.0001 0.0169 0.0159 Seismic (Reduced DL) 210 deg MI 125.00 0.009 0.0002 0.0116 0.0116 Seismic (Reduced DL) 210 deg MI 150.00 0.012 0.0001 0.0149 0.0149 Seismic (Reduced DL) 210 deg M1 160.00 0.015 0.0001 0.0136 0.0136 Seismic (Reduced DL) 210 deg MI 170.00 0.016 0.0000 0.0090 0.0090 Seismic (Reduced DL) 210 deg MI 185.00 0.018 0.0000 0.0070 0.0070 Seismic (Reduced DL) 210 deg MI 188.75 0.018 0.0000 0.0085 0.0085 Seismic (Reduced DL) 210 deg M1 200.00 0.020 0.0000 0.0142 0.0142 Seismic (Reduced DL) 210 deg M2 40.00 0.003 0.0001 0.0039 0.0039 Seismic (Reduced DL) 210 deg M2 110.00 0.003 0.0001 0.0142 0.0142 Seismic (Reduced DL) 210 deg M2 125.00 0.005 0.0001 0.0093 0.0093 Seismic (Reduced DL) 210 deg M2 150.00 0.008 0.0001 0.0133 0.0133 Seismic (Reduced DL) 210 deg M2 160.00 0.010 0.0001 0.0135 0.0135 Seismic (Reduced DL) 210 deg M2 170.00 0.012 0.0000 0.0104 0.0104 Seismic (Reduced DL) 210 deg M2 185.00 0.014 0.0000 0.0095 0.0095 Seismic (Reduced DL) 210 deg M2 188.76 0.015 0.0000 0.0110 0.0`110 Seismic (Reduced DL) 210 deg M2 200.00 0.017 0.0000 0.0174 0.0174 Seismic (Reduced DL) 240 deg MI 40.00 0.003 0.0001 0.0041 0.0041 Seismic (Reduced DL) 240 deg M1 110.00 0.005 0.0001 0.0162 0.0162 Seismic (Reduced DL) 240 deg MI 126.00 0.008 0.0001 0.0110 0.0110 Seismic (Reduced DL) 240 deg M1 150.00 0.011 0.0001 0,0139 0.0139 Seismic (Reduced DL) 240 deg MI 160.00 0.013 0.0001 0.0127 0.0127 Seismic (Reduced DL) 240 deg M1 170.00 0.015 0.0000 0.0084 0.0084 Seismic (Reduced DL) 240 deg MI 185.00 0.016 0.0001 0.0066 0.0066 Seismic (Reduced DL) 240 deg M1 188.75 0.017 0.0001 0.0081 0.0081 Seismic (Reduced DL) 240 deg MI 200.00 0.018 0.0001 0.0148 0.0148 Seismic (Reduced DL) 240 deg M2 40.00 0.002 0.0001 0.0038 0.0038 Seismic (Reduced DL) 240 deg M2 110.00 0.003 0.0001 0.0145 0.0146 Seismic (Reduced DL) 240 deg M2 125.00 0.005 0.0001 0.0090 0.0090 Seismic (Reduced DL) 240 deg M2 160.00 0.008 0.0001 0.0126 0.0126 Seismic (Reduced DL) 240 deg M2 160.00 0.009 0.0001 0.0130 0.0130 Page 33 Site Number: 5080 Code: ANSIMA-222-G (P2007-2018byATC1PLX. Allfightsmsewed. Site Name: Relay Tower, Fl. Engineering Number: OAA724064C3L02 Customer: AT&T MOBILITY 3/1/2018 12:24:06 PM Seismic (Reduced DL) 240 deg M2 170.00 0.011 0.0000 0.0101 0.0101 Seismic (Reduced DL) 240 deg M2 185.00 0.013 0.0001 0.0095 0.0095 Seismic (Reduced DL) 240 deg M2 188.75 0.014 0.0001 0.0109 0.0109 Seismic (Reduced DL) 240 deg M2 200.00 0.016 0.0001 0.0197 0.0197 Seismic (Reduced DL) 300 deg M1 40.00 0.002 0.0001 0.0040 0.0040 Seismic (Reduced 131.) 300 deg MI 110.00 0.004 0.0001 0.0139 0.0139 Seismic (Reduced DL) 300 deg M1 125.00 0.006 0.0001 0.0092 0.0092 Seismic (Reduced DL) 300 deg M1 160.00 0.009 0.0001 0.0134 0.0134 Seismic (Reduced DL) 300 deg M1 160.00 0.011 0.0001 0.0132 0.0132 Seismic (Reduced DL) 300 deg MI 170.00 0.013 0.0001 0.0079 0.0079 Seismic (Reduced DL) 300 deg MI 185.00 0.04 0.0001 0.0067 0.0067 Seismic (Reduced DL) 300 deg MI 188.75 0.015 0.0001 0.0081 0.008`1 Seismic (Reduced DL) 300 deg M1 200.00 0.016 0.0001 0.0149 0.0149 Seismic (Reduced DL) 300 deg M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic (Reduced DL) 300 deg M2 110.00 0.002 0.0001 0.0128 0.0128 Seismic (Reduced DL) 300 deg M2 125.00 0.003 0.0001 0.0073 0.0073 Seismic (Reduced DL) 300 deg M2 150.00 0.006 0.0001 0.0122 0.0122 Seismic (Reduced DL) 300 deg M2 160.00 0.007 0.0001 0.0135 0.0136 Seismic (Reduced DL) 300 deg M2 170.00 0.009 0.0001 0.0096 0.0096 Seismic (Reduced DL) 300 deg M2 185.00 0.011 0.0001 0.0095 0.0095 Seismic (Reduced DL) 300 deg M2 188.75 0.012 0.0001 0.0111 0.0111 Seismic (Reduced DL) 300 deg M2 200.00 0.014 0.0001 0.0199 0.0`199 Seismic (Reduced DL) 330 deg MI 40.00 0.003 0.0001 0.0036 0.0036 Seismic (Reduced DL) 330 deg M1 110.00 0.004 0.0001 0.0142 0.0142 Seismic (Reduced DL) 330 deg M1 125.00 0.006 0.0001 0.0098 0.0098 Seismic (Reduced DL) 330 deg MI 150.00 0.009 0.0001 0.0136 0.0135 Seismic (Reduced DL) 330 deg MI 160.00 0.011 0.0001 0.0129 0.0129 Seismic (Reduced DL) 330 deg MI 170.00 0.013 0.0001 0.0084 0.0084 Seismic (Reduced 131.) 330 deg MI 185.00 0.0114 0.0001 0.0070 0.0070 Seismic (Reduced DL) 330 deg M1 188.75 0.015 0.0001 0.0083 0.0083 Seismic (Reduced DL) 330 deg MI 200.00 0.017 0.0001 0.0134 0.0134 Seismic (Reduced DL) 330 deg M2 40.00 0.002 0.0001 0.0038 0.0038 Seismic (Reduced DL) 330 deg M2 110.00 0.002 0.0001 0.026 O.W26 Seismic (Reduced DL) 330 deg M2 125.00 0.003 0.000`1 0.0078 0.0078 Seismic (Reduced DL) 330 deg M2 150.00 0.006 0.0001 0.0123 0.0123 Seismic (Reduced DL) 330 deg M2 160.00 0.007 0.0001 0.0131 0.0131 Seismic (Reduced DL) 330 deg M2 170.00 0.009 0.0001 0.0101 0.0101 Seismic (Reduced DL) 330 deg M2 185.00 0.011 0.0001 0.0099 0.0099 Seismic (Reduced DL) 330 deg M2 188.75 0.012 0.000`1 0.0112 0.0112 Seismic (Reduced DL) 330 deg M2 200.00 0.014 0.0001 0.0178 0.0178 Serviceability - 60 mph Wind Normal 40.00 0.028 -0.0004 0.0267 0.0267 Serviceability - 60 mph Wind Normal 110.00 0.053 -0.0004 0.0265 0.0265 Serviceability - 60 mph Wind Normal 125.00 0.058 -0.0004 0.0294 0.0294 Serviceability - 60 mph Wind Normal 150.00 0.070 -0.0003 0.0359 0.0369 Serviceability - 60 mph Wind Normal 160.00 0.075 -0.0003 0.0170 0.0170 Serviceability - 60 mph Wind Normal 170.00 0.076 0.0003 0.0073 0.0073 Serviceability - 60 mph Wind Normal 185.00 0.071 0.0006 0.0183 0.0183 Serviceability - 60 mph Wind Normal 188.75 0.070 0.0006 0.0128 0.0128 Serviceability - 60 mph Wind Normal 200.00 0.071 0.0006 0.0806 0.0806 Serviceability - 60 mph Wind 60 deg 40.00 0.025 0.0002 0.0260 0.0260 Serviceability - 60 mph Wind 60 deg 110.00 0.051 0.0004 0.0270 0.0270 Serviceability - 60 mph Wind 60 deg 125.00 0.058 0.0005 0.0336 0.0336 Serviceability - 60 mph Wind 60 deg 160.00 0.075 0.0003 0.0475 0.0475 Serviceability - 60-mph Wind 60 deg- 160.00 0.081 0.0003 0.0319 0.0319 Serviceability - 60 mph Wind CO deg 170.00 0.-084 -0.0006 0.0102 0.0102 Serviceability - 60 mph Wind 60 deg 185.00 0.083 0.0010 0.0042 0.0042 Serviceability - 60 mph Wind 60 deg 188.75 0.083 0.0010 0.0034 0.003S 'Serviceability - 60 mph Wind 60 deg 200.00 0.085 0.0011 0.0461 0.0461 Serviceability - 60 mph Wind 90 deg 40.00 0.026 0.0146 0.0267 0.0303 Serviceability - 60 mph Wind 90 deg 110.00 0.052 0.0128 0.0283 0.0309 Serviceability - 60 mph Wind 90 deg 125.00 0.068 0.0122 0.0317 0.0338 Serviceability - 60 mph Wind 90 deg 160.00 0.073 0.0094 0.0419 0.0428 Page 34 SiteNumber: 5080 Site Name: Relay Tower, FL Customer: ATUMOBILITY Code: ANSIITIA-222.G 02007-2018byATCIPLLC. MrightsmseNed. Engineering Number., OAA724054_C3_02 3/1/2018 12:24:06 �M Serviceability - 60 mph Wind 90 deg 160.00 0.079 0.0082 0.0262 0.0273 Serviceability - 60 mph Wind 90 deg 170.00 0.080 0.0077 0.0092 0.0119 Serviceability - 60 mph Wind 90 deg 185.00 0.077 0.0073 0.0147 0.0164 Serviceability - 60 mph Wind 90 deg 188.75 0.076 0.0071 0.0124 0.0143 Serviceability - 60 mph Wind 90 deg 200.00 0.076 0.0068 0.0135 0.0147 Serviceability - 60 mph Wind 120 deg 40.00 0.029 0.0005 0.0283 0,0283 Serviceability - 60 mph Wind 120 deg 110.00 0.055 0.0007 0.0283 0.0283 Serviceability .60 mph Wind 120 deg 125.00 0.061 0.0008 0.0304 0.0304 Serviceability - 60 mph Wind 120 deg 150.00 0.074 0.0005 0.0361 0.0361 Serviceability - 60 mph Wind 120 deg 160.00 0.078 0.0004 0.0179 0.0179 Serviceability - 60 mph Wind 120 deg 170.00 0.079 0.0006 0.0084 0.0084 Serviceability - 60 mph Wind 120 deg 185.00 0.073 0.0008 0.0199 0.0199 Serviceability - 60 mph Wind 120 deg 188.75 0.072 0.0008 0.0154 0.0154 Serviceability - 60 mph Wind 120 deg 200.00 0.071 0.0007 0.0414 0.0414 Serviceability .60 mph Wind 180 deg 40.00 0.025 0.0007 0.0236 0.0236 Serviceability � 60 mph Wind 180 deg 110.00 0.062 0.0008 0.0275 0.0275 Serviceability - 60 mph Wind 180 deg 125.00 0.059 0.0009 0.0353 0.0353 Serviceability .60 mph Wind 180 deg 160.00 0.076 0.0005 0,0484 0.0484 Serviceability - 60 mph Wind 180 deg 160.00 0.083 0.0002 0.0322 0.0322 Serviceability - 60 mph Wind 180 deg 170.00 0.086 0.0005 0.0111 0.0111 Serviceability - 60 mph Wind 180 deg 185.00 0.085 0.0009 0.0036 0.0036 Serviceability .60 mph Wind 180 deg 188.75 0.085 0.0008 0.00" 0.00" Serviceability - 60 mph Wind 180 deg 200.00 0.090 0.0008 0.0916 0.0915 Serviceability - 60 mph Wind 210 deg 40.00 0.026 0.0148 0.0246 0.0284 Serviceability - 60 mph Wind 210 deg 110.00 0.052 O�0130 0.0285 0.0310 Serviceability .60 mph Wind 210 deg 125.00 0.058 0.0124 0.0333 0.0352 Serviceability .60 mph Wind 210 deg 150.00 0.073 0.0095 0.0429 0.0438 Serviceability - 60 mph Wind 210 deg 160.00 0.079 0.0080 0.0264 0.0276 Serviceability - 60 mph Wind 210 deg 170.00 0.081 0.0075 0.0110 0.0133 Serviceability .60 mph Wind 210 deg 185.00 0.078 0.0072 0.0144 0.0161 Serviceability .60 mph Wind 210 deg 188.75 0.078 0.0071 0.0123 0.0`141 Serviceability .60 mph Wind 210 deg 200.00 0.080 0.0068 0.0785 0.0787 Serviceability - 60 mph Wind 240 deg 40.00 0.028 0.0004 0.0270 0.0270 Serviceability - 60 mph Wind 240 deg 110.00 0.053 0.0006 0.0281 0.0281 Serviceability .60 mph Wind 240 deg 125.00 0.059 0.0007 0.0303 0.0303 Serviceability .60 mph Wind 240 deg 150.00 0.072 0.0004 0.0359 0.0359 Serviceability - 60 mph Wind 240 deg 160.00 0.076 0.0001 0.0175 0.0175 Serviceability .60 mph Wind 240 deg 170.00 0,077 0.0005 0.0087 0.0087 Serviceability - 60 mph Wind 240 deg 18s.00 0.071 0.0009 0.0199 0.0199 Serviceability - 60 mph Wind 240 deg 188.75 0.070 0.0009 0.0154 0.0154 Serviceability .60 mph Wind 240 deg 200.00 0.069 0.0009 0.0417 0.0417 Serviceability .60 mph Wind 300 deg 40.00 0.025 -0.0005 0.0250 0.0250 Serviceability - 60 mph Wind 300 deg 110.00 0.050 -0.0007 0.0265 0.0265 Serviceability - 60 mph Wind 300 deg 125.00 0.056 -0.0008 0.0329 0.0329 Serviceability .60 mph Wind 300 deg 150.00 0.072 -0.0006 0.0465 0.0465 Serviceability - 60 mph Wind 300 deg 160.00 0.079 -0.0003 0.0309 0.0309 Serviceability .60 mph Wind 300 deg 170.00 0.082 0.0001 0.0092 0.0092 Serviceability - 60 mph Wind 300 deg 186.00 0.080 0.0004 0.0047 0.0047 Serviceability .60 mph Wind 300 deg 188.75 0.080 0.0004 0.0032 0.0034 Serviceability .60 mph Wind 300 deg 200.00 0.082 0.0003 0.0460 0.0460 Serviceability - 60 mph Wind 330 deg 40.00 0.025 0.0138 0.0244 0.0279 Serviceability - 60 mph Wind 330 deg 110.00 0.049 0.0121 0.0267 0.0290 Serviceability .60 mph Wind 330 deg 125.00 0.055 0.0114 0.0313 0.0331 Serviceability - 60 mph Wind 330 deg 150.00 0.070 0.0087 0.0415 0.0424 Serviceability - 60 mph Wind 330 deg 160.00 0.076 0.0077 0.0252 0.0263 Serviceability .60 mph Wind 330 deg 170.00 0.077 0.0071 0.0085 0.0110 Serviceability .60 mph Wind 330 deg 185.00 0.074 0.0067 0.0133 0.0149 Serviceability - 60 mph Wind 330 deg 188.76 0.074 0.0065 0.0096 0.0115 Serviceability .60 mph Wind 330 deg 200.00 0.076 0.0062 0.0694 0.0696 Page 35 Site Name: Relay Tower, FL Site Number: 5080 Eingineering Number: OAA724054 Engineer: Christophe.Quenum Date: 03/01/18 Design Base Loads (Factored) per TIA-222-G Foundation Mapped: Moment (Mj: Shear/Leg (Vj: Compression/Leg (Pj: Uplift/Leg (Tu): Tower Type (GT / SST): Diameter of Prismatic Portion of Pier (d): Depth to Base of Foundation: Pier Height Above Ground (h): Length / Width of Pad (w): Thickness of Pad (t): Depth Below Ground Surface to Water Table (w): Unit Weight of Concrete: Unit Weight of Water: Unit Weight of Soil Above Waiter Table: UnitWeightof Soil Below Water Table: Friction Angle of Upliftfrom Top of Pad: Friction Anigle-of Lrplift from Base of Pad: - Uplift Angle Startedat Top or.Base of Pad (T/B.): Ultimate Skin i4riction: Ultimate Compressive Bearing Pressure: Capacity Increase (Due to Transient Loads): Bearing Strength Reduction Factor(k): Uplift Strength Reduction Factor %): _ Axial Capacities and Design Moment Weight of Concrete (BouyancV Considered): Weight of Soil (Bouyancy Considered): Ultimate Skin Friction Resistance: Controlling Failure Made (Top / Base): Nominal Uplift Capacity per Leg (�,T,): Nominal Compressive Capacity per Leg (0,Pj: Pu: TAsTn: PjO,P,,: Depth (ft) Top Bottom 0.0 2.0 E��zp� ' -o-s rnflection-paint (Below Ground Surface): 4.0 ft 0.5 ft A 150.0 pcf 62.4 pd- 110.0 pcf- 55.0 pcU 30 Degrees 30 Degrees - 0 psf-- 7000 psf 1.00 0.60 0.75 Ultimate Lateral Bearinig Pres�dre—Tpsf) 0.0 Program Lost Updated. 511312014 American Tower Corporation 20.2 k -2.4 k 0.0 k Top 13.3 k 205-.8-k-- 166.2 k 0.00-Result: OK. 0;81 Result: OK - Increment Nil cofiesion (psf/ft) (PED (pso (clegLeo 100.0 100 0 0' -0:5 ft Factored Design Moment At Inflection Point (Mu): --3;0-k-ft- 0 Nominal and Factored Moment Capacity and Factored Design Loads 100 200 300 400 500 600 700 800 2500 Moment (k-ft) 2000 A P.&M. 1500 x Tu&Mu 1000 ... — Fadoned Envelope 500 . . . . Nominal Envelope 0 -500 Site Name: Site Number: Engineering Number: Engineer: Date: Design Standard per TIA-222-G Relay Tower, Fl. 5080 OAA724054 Chrlstophe.Quenum 03/01/18 Anchor Radius: Uplift (Factored - Pj: Shear (Factored - Vj: Berm Present: Design Anchor Rod: Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (Q: Thickness of Anchor (t): Depth Below Ground Surface to 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 Sol[ Unit Weight: Internal Angle of Friction: Cohesion: Ultimate Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Maximum Top Conical Failure Angle: Maximum Base Conical Failure Angle: Allowable Capacity Increase: Uplift Strength Reduction Factor (�J: Shear Strength Reduction Factor (0j: Concrete Uplift Strength Reduction Factor 20t Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (�uP,): Pu / �ui`n: Shear Program Last Updated., 511312014 American Tower Corporation '�7 149.0 ft 12.2 k 1 276.3 k N y 3.01ft F1, O.S 47 0.30 30, Degrees 30 Degrees 1.00 (Due to Transient Loads) 0.75 0.7S 0.90 10.6 k 0.0 k 40.5 k k 0.31 Result: CK Ultimate Shear Friction Resistance Due to Normal Force - Uplift: 0.4 k Passive Pressure: 308 psf Ultimate Passure Pressure Resistance: 22.2 k Nominal Shear Resistance (�,Vj: 5�6 I�C ]k 0.58 Result: OK Site Name: Site Number: Engineering Number: Engineer: Date: Design Standard per TIA-222-G Relay Tower, FL 5080 OAA724054 Christophe.Quenum 03/01/18 Anchor Radius: Uplift (Factored - Pj: Shear (Factored - Vj: Berm Present: Design Anchor Rod: Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (Q: Thickness of Anchor (t): Depth Below Ground Surface to WaterTable (w): Soil Uplift at Base/Top of Anchor (B/T): Unit Weight of Concrete: Unit Weight of Soil Above Water Table: Unit Weight of Water: Submerged Soil Unit Weight: Internal Angle of Friction: Cohesion: Ultimate Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Maximum Top Conical Failure Angle: Maximum Base Conical Failure Angle: Allowable Capacity Increase: Uplift Strength Reduction Factor ((�J: Shear Strength Reduction Factor (�J: Concrete Uplift Strength Reduction Factor (�J: gla!ift Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (OuP�): Pu Ji Oupn: Shear Program Lost Updated., 511312014 American Tower Corporation ,7 N y 157.0 ft 24.0 T 150.0 0.30 F---- 370 Degrees 30IDegrees I IXO (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k 40.5 k k 0.83 Result: OK Ultimate Shear Friction Resistance Due to Normal Force - Uplift: 0.0 k Passive Pressure: 308 psf Ultimate Passure Pressure Resistance: 22.2 k Nominal Shear Resistance (�,Vj: k V. / �x: 0.56 Result: OK I