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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORT'/' - -j"X I qb I- 0(3VP Structure ATC Site Name ATC Site Number Engineering Number Oroposed . Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: , Christophe S. Quenum S�ructural Engineer I A 44f AMERICANTOWERO C 0 R P 0 R A T 1 0 N Rructural Analysis Report 200 ft Guyed Tower : Relay Tower, FL : 5080 : OAA7240S4C302 : AT&T Mobility : Riverpark : 1480 Dyer Rd 1480 Dyer Rd Port Saint Lucie, FL 34952-2861 27.324500,-80.311200 St Lucie March 1, 2018 88% Pass ReWewed By: -N C" 0% n' Mar 12018 4:56 PM cosi8n ATC Tower Services LIC ; 3500 Regency Parkw ary, Suite 200 - Cary; NC 2 7518 - 919-468-0112 Office - 929-466-5414 Fax - www.annericantower.conn Eng. Number OAA724054 C3 02 Ma rch 1, 2018 AMI DWER* Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments .................................................................................................................... I Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... I Existing and Reserved Equipment ..... i ............................................................................................... 2 Equipmentto be Removed ............................................................................................................... 2 Proposed Equipment ..................................................... ; ................. i .......... ....................................... 2 StructureUsages .............................................................................................................................. 3 Foundations....... ; ............................................................................................................................. 3 Deflection, Twist, and Sway ............................................................................................................... 3 StandardConditions ...................................................................................... ........................ ;; ......... 4 Calculations................................................................................................................... ..... Attached AT CTcrwerSendces UC-3500 Regency Parkway, Suite 100- Cary, PIC 27518 - 929468-MI1 Office -919-466-5414 Fai. www.innericantowei.con, 0 A AMERICANTOV161'IER' C 0 R P 0 R A T 1 0 N Introduction Eng. Number OAA724054 — C3 — 02 March 1, 2018 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 200ftguyed towerto reflectthe change in loading byAT&TMobilitV. Supporting Documents Tower Drawings BCI Wireless Mapping, dated July 16,2005 Foundation Drawing Broadcast Components, Inc. Foundation Mapping, dated JuIv 28,2005 Geotechnical Report Universal Engineering Sciences Project #1958&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, 2blo 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/rjA-222. Basic Wind Speed: 124 mph (3-Second Gust Vd)/ 160 mph (3-second Gust Vft) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G 2015 IBC 6th Ed. (2017) Florida Bu Hding Code Structure Class: 11 Expos re Category: B Topographic Category, 1" Crest Height: 0 ft ��ponse. Ss = 0.05, S, _� 0.03 S 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 Semices LLC - 3500 Regency Parkway, 5ulte 100 - Cary, NC 27518 - 919-46"122 Office - 919-466-5414 Fax - www.arnerkantower.conn AMERICJ%NTOWERO I � . I . A A I . � . Existing and Reserved Equipmen Eng. Number OAA724654 — C3 — 02 March 1, 2 018 Page 2 Elevati Wift) City Antenna MountType tines Carder Mount RAD 200.0 206.0 1 Antel BCR-87010 90 Standoff (1) 1 1/,V' Coax Velocita Wireless 190.0 190.0 9 Commscope SBNHH-ID85B (72.9") Sector Frames (12) 15/8" Co . ax (6)0.78"BAWG6 (3) 0.39" Fiber Trunk AT&T Mobility 3 Ericsson RRUS 11 (Banq 12 5 2 -48-60-18-8F (io. Raycap DC6 VIReight) 3 Ericsson RRUS 32 B2 172.0 171.0 9 Decibel DB848H90E-XY Sector Frames (9) 15/8" Coax Sprint Next6l 161.6 161.0 6 CSS DBC-7CAP Q lbs) Sector Frames (12) 15/8" Coax Verizon Commscope ATSBT-TOP-FM,-4G_ 1 6.1 JIMA Wireless X7CQAP-665-VRO 6 Kaelus TBC0030FIV1-i 151.0 151.0 ZI Samsung 80OMHz Ext Filter Sector Frames (3) 11/4" Hybriflex (1) 1" Carnex Non- MetallicConduit (1) 0.87" Fiber Sprint Nextel 3 RFSAPXV9ERR18-C 3 — Argus LLPX31OR 3 — Ericsson RRUS-11 80OMHz -3 Ericsson RRUS31B25 3 Nokia FWHR 9, RFS Acu-A20-N_ 127.0 127.0 23 'I-TekTA-819-10V-39B Sector Frames (6) 11/4" Coax Til-Tek TA-819-IOH-39B 109.0 209.0 3 Til-TekTA-819-10V-39B Sector Frames (6) 11/4" Coax Gogo 3 Til-TekTA-819-101-1-39B 42.0 42.0 1 Kathrein HDCA-5/HCM Leg (1) 2/2" Coax Way Fm Media Group Equipment to be Removed (ft) QtV Antenna MouhtType tines I Carder I —Elevation' Mount RAID 190.01 190.0 .3 Ericsson RRUS 32 B2 I AT&T Mobility I 3 Ericsson RRUS 11 (Band 12) (55 lb) Proposed Equipment Elevation' (ft) QtV Antenna MountType tines Carrier Mount I RAD IqO.O 19a 0['7:3� I Ericsson RRUS 4415 B25 Sector Frames AT . &T Mobility 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 (AGLI. ATCTowerServices LLC - 3500 Regency Parkway, Suite 100- Carj� NC 27518-919-46"122 OffiCe-919-466-5414 Fax-www.annericantowei�c6rn "'Ak AM c 0 RPORATION Structure Usages Eng. Number OAA724054 - 0 - 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 1 56% 1 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) Eric9son Radio 4426 190.0 AT&T Mobility 0.085 0;007 0.015 Ericsson RRUS 4415 B25 *Deflection, Twist and Sway was e4aluated considering a design wind speed of 60 nnph (3-Second Gust) per ANSI/TIA-222 - -G ATC Tower SeMces LLC - 3500 Regency Parkway, Suitte 100 - Cary, NC 27518 - 919-468-0112 oirice - k9-466-5414 Fax - www.irnerIcantower.corn AMERICANTOWER" CORPORATION 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 followin,g: Is Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the perform- ance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "Ame�ican Tower".) are inspected at regular lntervals� Based upon these inspections and in the absencdjof ihfo�matiofi to the co , ntrary, American Tower assumes that all structures were constructed in accordance with the drawings and spk.iflcation�; Unless explicitly . agreed by both the client and ATC Tower Services LLC, all serviceswill be performed in acco rdanc. e with t he current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made.1hr.acc6rdance with generally accepted engineering principles and practices. ATC Tower Services LL . C is not responsible for the conclusions, opinions and recommenclations made by others based on the information supplied herein. AT� Tower Seivices LLC- 3500 Regency Parkway, iiiite 200- CaM NC 2752 . B-919-46 . "Ill DMOR - 1 929466-5424 Fax - vww.SNyer!dntOwer;CqM 20O.OD T90-25 Sect 14 185.00 :180.00 Sect 12 neo.00: Sect 11 150.bu Sect 10 140.1n; rr= 0 2007 20 18 by A TC IP LLC. Ali ifghts resemed. 185.3 09 WWI 1 1 a F, R Sed'5 40.00 Sect 4 2UO Sect 3 jago 2.oLSe2 2 r =73M Tower: 5080 Client: AT&T MOBILITY Code: ANSIMA-222-0 Loads:, 124 m h lceis: 0.0. SI: 07 'Site Cfasa�.:?Dl .031 60 rnph Servireability =CtIC Location : �BaseWldth: 4.00ft Toworfft: 200.00ft Shapo.:.Trlangle. I CHN36ksl ClOxIS.3 CHN 36 kal C10 x 16.3 2 GODSOkal GCDSXSXO.3126 SAE 36 kal I.SXI.SXO;1876 3 GOD 60 kal 60D SXSXO.3126 SAE 36 kal 2X2XD.26' 4. 600 36 ksl 600 4X4XO.376 SAE 36 kel 1.6XI.6XO.25 .6 GOD 36 ksl 60D 4X4XO.26: SAE 36 kal 1.6X1.5XO.125 6 600 50 ksl 60D 4X4XO.25 SAE 36 kel 1.75XI.75XO.1875 7: 60D 50 k9l 60D 4X4XC.25 SAE 36 kal I.SXI.SXO.125 8 GOD 50 ksl'. GOD 4X4XO.2S SAE 36 ksl 1.76XI.75XO.1875 .9 60D 50 k8l 60D 3.SX3.SXO.25, SAE 36 Iml 11.76)(135X0.1875 10. 60D 50. kal 600.3.SX3.SXC.25 DAE 36.1cal 1.76XI.75XO.1875 .11 GOD to "I sot) 3.SX3.SXO. . 25. SAE 3 . 6 . k9l 1.75X1.75XO.1 1 875 12 GODW kal GOD 3X3XO.376 SAE 36 ksl 1.76XII.7SX0.1875 13 60D 50 ksl 600 4X4XO.2S SAE 36 ksl 2X2XO.187G SAE 36 k5l 3X3XO*26 14 600 50 ksl 60D 4X4XO.25 SAE 36 ksl 2X2XO.1875 SAE 36 k5l 1.7fiXl.75XO.18'7 15 GOD 50 k9l - GOD 4X4XO.2S SAE 36 ksl 1.75X1.75XO.187J55 200.00 Whip 1 - Antei BCR-87010 90 200.00 Stral Am I Standoff 190.00 Pane,?ht 3 Ericsson RRUS4415 B25 190.00 Panel �3 Ericsson Radio 4426 190.00 Mounting Framo 3 Flat Light Sector Frame 190.00 Panel 9 Commseope SBNHH.1085B (72.9") 190.00 Panel. 3 Ericsson RRUS 11 (Band.12) (65 190.00 Panel 2 Raycap DCS-48-60-18-8F (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 171.00 Panel 9 Decibel DB84BH90E.XY 161.00 Panel 6 CSS DBC.7CAP 17 lbs) 161.00 Panel Commscope ATSBT.TOP.FM.4G 161.00 Panel 6 JMA Wheless X7CQAP-66S-VRO 161.00 Panel- �6 Kaolus TBC0030FIVI-I 161.00 Mounting Frame 3 Flat Light Sector Proms 1[S1.00 Panel 3. Samsung 800 MHz Ext. Filter 161.00 Mounting Frame 3 Round Sector.Frame 161.00 Panel 3 RFSAPXV9ERR18-C 151.00 Panel 3 Argue LLPX31OR .151.00 3 Ericsson RRUS41 800 MHz 161 .00 Panel 3 Ericsson RRUS 31,1326 151.00 3 Nokia FWHR 151.00. 9 RFS ACUA20-N 127.00 Panel 3 T1I-TOkTA419-1OV-39B 127.00 Panel 3 TlI.TekTA-S19.1OH-39B 127.00 Mounting Frame 3, Round Sector Frame 109.00 Panel 3 Til-TekTA-819-IOV-39B 109.00 Panel 3' Tfl-TekTA-819.10H-39B 109.00 Mounting Frame 3- Round Sector Frame Elov 02007-2018byATCIPLLC. AUldghtsresemed. Tower: 6080 Location : Relay Tower, Fl. Base Width: 4.00ft Client: AT&T MOBILITY Code: ANSIrrIA.222-G 10.00 20D.00 1 1 114" Coax 10.00 190.00 12 1 SIB" 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 SIB" Coax 10.00 171.00 3 1518" Coax 10.0D 161.00 1 Wavegulde 10.00 161.00 12 1 5/8" Coax 10.00 161.00 1 V Carflex Non -Metal 10.00 161.00 3 1 1/4" Hybriflex Cab 10.00 161.0D 1 0.87" (22.Omm) Fiber 10.00 127.00 1 Wavogulde 10.00 127.00 6 1 114" Coax 10.00 109.00 6 1 1/4" Coax TowerHt: 200.00ft Shape: Triangle RkLjJ.,M E 02007-2018byATCIPLLC. Allrightsmsmed Tower: 5080 Location: Relaytowerjl- BaseWidth: 4.00ft Client: AT&T MOBILITY Code: ANSIMA-222TG TowerHt: 200.00ft Shape,:. Triangle 8 . - ffllffio Guy Anchor Design Loads Radlus.(fty Drop(ft) Azimuth(�) Uplift(kfp) Shear (kip) 149.00 147.00 150.00 167.00 167.00 4CQ na 0.00 0 12.21 1.00 240 12.19 2.00 120 Ilia -1.00 0 64.99 1.00 .240 64.28 4 nh .1 A. 26.26 26.24 26.21 67.64 67.67 Global Base Foundation Design Loads. Vertical (kip) Horizontal (kip) 158.05 2.39 Site Number: 5080 Code: ANSIITIA-222-G 0 2007 - 2018 by ATC IP U.C, All rights reseNed. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 31112018 12:24:05 PM Customer: AT&T MOBILITY Analysis Parameters Location: ST LUCIE County, FL Height (ft): 200 Code: ANSIrrIA-222-G Base Elevation (ft): 0.00 Shape: Triangle Bottom Face Width (it): 4.00 Tower Manufacturer: Mapped Top Face Width (it): 4.00 Tower Type: Guyed Kd: Ke: Ice & Wind Parameters Structure Class: Design Windspeed Without Ice: 124 mph Exposure Category: B Design Windspeed With Ice: 0 mph Topographic Category: 1 Operational Windspeed; 60 mph Crest Height: 0 it Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class; D - Stiff Soil Period Based on Rayleigh Method (sec): 0.57 TL (sec): 8 P: 1.3 C,: 0.030 Ss: 0.055 S': 0.028 C" Max: 0.031 F� 1.600 Fv: 2.400 Cs, Min: 0.030 Sds 0.059 Sd1 0.045 1.2D + 1.6W Normal 1.213 + 1.6W 60 deg 1.2D + 1.6W 90 deg 1.213 + 1.6W 120 deg 1.2D + 1.6W 180 deg 1.213 + 1.6W 210 deg 1.21) + 1.6W 240 deg 1.2D + 1.6W 300 deg 1.2D + 1.6W 330 deg (1.2 + 0.2Sds) * DL + E Normal (1.2 + 0.2Sds) * DL + E 60 deg (1.2 + 0.2Sds) * DL + E 90 deg (1.2 + 0.2Sds) * DL + E 120 deg (1.2 + 0.2Sds) * DL + E 180 deg (1.2 + 0.2Sds) ' DL + E 210 deg (1.2 + 0.2SdS) * DL + E 240 deg (1.2 + 0.2Sds) * DL + E 300 deg (1.2 + 0.2Sds) ' DL + E 330 deg (0.9 - 0.2Sds) * DL + E Normal Load Cases 124 mph Normal to Face with No Ice 124 mph 60 degree with No Ice 124 mph 90 degree with No Ice 124 mph 120 degree with No Ice 124 mph 180 degree with No Ice 124 mph 210 degree with No Ice I/ 124 mph 240 degree with No Ice 124 mph 300 degree with No Ice 124 mph 330 degree with No Ice Seismic Normal Seismic 60 deg Seismic 90 deg Seismic 120 deg Seismic 180 deg Seismic 210 deg Seismic 240 deg Seismic 300 deg Seismic 330 deg Seismic (Reduced DL) Normal Page 1 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY (0.9 - 0.2Sds) ' DL + 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.OD + 1.OW Service Normal 1.01D + 1.OW Service 60 deg 1.013 + 1.OW Service 90 deg 1.OD + 1.OW Service 120 deg 1.01) + 1.OW Service 180 deg 1.013 + 1.OW Service 210 deg 1.OD + 1.OW Service 240 deg 1.OD + 1.OW Service 300 deg 1.OD + 1.OW Service 330 deg Code: ANSI/TIA-222-G Engineering Number: OAA724054_C302 Analysis Parameters Seismic (Reduced DQ 60 deg Seismic (Reduced DQ 90 deg Seismic (Reduced DQ 120 deg Seismic (Reduced DL) 180 deg Seismic (Reduced DL) 210 deg Seismic (Reduced DL) 240 deg Seismic (Reduced DQ 300 deg Seismic (Reduced DL) 330 deg Serviceability - 60 mph Wind Normal Serviceability - 60 mph Wind 60 deg Serviceability - 60 mph Wind 90 deg Serviceability - 60 mph Wind 120 deg Serviceability - 60 mph Wind 180 deg Serviceability - 60 mph Wind 210 deg Serviceability - 60 mph Wind 240 deg Serviceability - 60 mph Wind 300 deg Serviceability - 60 mph Wind 330 deg Page 2 0 2007 - 2018 by ATC IP I.I.C. All rights reserved. 311/2018 12:24:05 PM Site Number: 5080 Code: ANS11TIA-222-G 02007-2018byATCIPLLC, All rights reserved. Site Name; Relay Tower, FL Engineering Number: CAA724054C302 311/2018 12:24:05 PM Customer: AT&T MOBILITY Tower Loading Discrete ADDurtenance PrODerties 1.2D + 1.6W Elevation Description Qty wt. EPA Length Width Depth K� Orient. Vert. M u Q� F. (WL) P.(DQ (ft) (lb) (so (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (I b) (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 40.65 349 46 190.0 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.0 39.72 107 175 190.0 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 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.0 39.72 163 198 190.0 Ericsson RRUS 32 B2 3 53 2.7 0.6 5.9 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 Commscope 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 1 500 15.0 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 6.5 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 0.50 0.0 0.0 37.88 25 13 161.0 CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 37.88 89 50 161.0 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 JMA 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 11.5 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 0.50 0.0 0.0 37.20 63 95 151.0 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 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.0 37.20 153 194 151.0 Argus LLPX31OR 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 APXV9ERR18-C 3 50 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 0.75 0.75 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-TekTA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.0 35.40 1158 338 127.0 Til-Tek TA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.0 35.40 1452 385 109.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.75 0.0 0.0 33.89 1120 1080 109.0 Til-Tek TA-819-101-1- 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-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.0 33.89 1390 385 42.00 Kathrein Scala 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 26.81 70 25 Totals 117 10531 839.0 22891 12637 Discrete ADDurtenance ProDerties 1.01) + 1.0W Service Elevation Description (ft) Qty wt. (I b) EPA (so Length Width (ft) (in) Depth (in) K� Orient. Factor Vert. Ecc.(ft) vl� (lb-ft) Q, (psf) F. (WQ (I b) P,(DQ (lb) 200.0 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 Ante] 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 5.4 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 0.50 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 26 159 190.0 Raycap DC6-48-60- 2 16 3.0 1.7 18.2 6.4 0.80 0.50 0.0 0.0 9.30 19 32 190.0 Commscope SBNHH- 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 1 500 15.0 0.0 0.0 0�0 1.00 1.00 0.0 0.0 9.23 118 600 171.0 Decibel DB848H90E- 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 ATSBT- 6 2 0.2 0.5 3.7 2.0 0.80 0.50 0.0 0.0 8.87 4 11 16U CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 8.87 13 42 Page 3 Site Number: 5080 Code: ANSIITIA-222-G 0 2007 - 2018 by ATC iP LLC. Ail rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/2018 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 3.5 0.80 0.50 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 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.0 8.71 22 162 151.0 Argus LLPX31OR 3 29 4.3 3.5 11.8 4.5 0.80 0.63 0.0 0.0 8.71 48 86 151.0 RFS APXV9ERR18-C 3 50 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 0.75 0.75 0.0 0.0 8.29 171 900 127.0 Til-Tek TA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.0 8.29 169 282 127.0 Til-Tek TA-819-10V- 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 0.75 0.75 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 Ti I-Tek TA-81 9-1 OV- 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 Page 4 Site Number: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC W LI-C., All rights reseNed, Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/112018 12:24:05 PM Customer; AT&T MOBILITY Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) InBlock Faces Arrangement Dia (in) Zone (i n) Factor Override 10.00 200.0 1 1/4" Coax 1 1.55 0.66 0 3 Individual 0.00 N 1.00 1.00 0.00 10.00 190.0 0.39" (10mm) Fiber3 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 0.59 50 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 190.0 1 5/8" Coax 12 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 171.0 1 5/8" Coax 3 1.98 1.04 0 2 Individual 0.00 N 1.00 1.00 0.00 10.00 171.0 1 5/8" Coax 6 1.98 1.04 33 1 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 1 5/8" Coax 12 1.98 1.04 50 2 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 Waveguide 1 1.25 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 10.00 151.0 1 114" Hybriflex 3 1.54 1.00 0 Lin App Individual 0.00 N 0.00 1.00 0.00 10.00 151.0 1" 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 1.55 0.63 50 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 127.0 Wavegulde 1 1.25 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 50 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 Page 5 Site Number: 5080 Code: ANSIrF[A-222-G 0 2007 . 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054�C3_02 3/11/2018 12:24:05 PM Customer: AT&T MOBILITY Equivalent Lateral Force Method (Based on ASCE7-10 Chapters 11, 12 & 15) Spectral Response Acceleration for Short Period (S ): 0.05 Spectral Response Acceleration at 1.0 Second Period S 1): 0.03 Long -Period Transition Period IT - 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 is ds): 0.06 Design Spectral Response Acceleration at 1.0 Second Period (S d): 0.04 Seismic Response Coefficient (C s): 0.03 Upper Limit C s: 0.03 Lower Limit C 5: 0.03 Period based on Rayleigh Method (sec); 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 Height Horizontal Vertical Above Base Weight W� Force Force Section (ft) (lb) (lb-ft) C� (lb) (b) 15 198.13 102 24,647 0.006 7 124 14 190.63 628 145,665 0.037 41 762 13 182.50 395 87,463 0.022 25 478 12 170.00 1,217 250,492 0.063 71 1,475 11 155.00 786 147,399 0.037 42 955 10 145.00 987 172,196 0.043 49 1,196 9 130.00 1,844 287,345 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 0.015 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 BCR-87010 90 200.00 38 9,258 0.002 3 46 Ericsson Radio 4426 190.00 146 33,610 0.008 9 176 Ericsson PRUS 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-1 D85B (72.9") 190.00 379 87,525 0.022 25 459 Flat Light Sector Frame 190.00 1,200 277,196 0.070 78 1,454 Torque Arms 185.00 500 112,347 0.028 32 606 Page 6 Site Number: 5080 Site Name; Relay Tower, FL Customer: AT&T MOBILITY Decibel DB848H9OE-XY Flat Light Sector Frame Commscope ATSBT-TOP-FM-4G CSS DBC-7CAP (7 lbs) Kaelus TBC0030FlVl -1 JMA 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-1 1 800 MHz Argus LLPX31 OR RFS APXV9ERR18-C Round Sector Frame Round Sector Frame Til-Tek TA-819-101-1-3913 TII-Tek TA-819-10V-39B Round Sector Frame Til-Tek TA-819-10H-39B TII-Tek TA-819-10V-39B Kathrein Scala HDCA-5/HCM Code: ANSI/TIA-222-G Engineering Number: OAA724054_C3_02 Eauivalent Lateral Force Method 171.00 252 52,185 0.013 171.00 1,200 248,499 0.063 161.00 11 2,101 0,001 161.00 42 8,171 0.002 161.00 71 13,890 0.004 161.00 277 53,926 0.014 161.00 1,200 233,443 0.059 151.00 9 1,638 0.000 161.00 20 3,604 0.001 151.00 79 14,470 0.004 151.00 168 30,634 0.008 161.00 162 29,487 0.007 151.00 86 15,617 0.004 161.00 150 27,303 0.007 151.00 900 163,816 0.041 127.00 900 136,894 0.036 127.00 282 42,893 0.011 127.00 321 48,825 0.012 109.00 900 116,825 0.029 109.00 282 36,605 0.009 109.00 321 41,667 0.011 42.00 21 1,014 0.000 0 2007 - 2018 by ATC IP LLC. All rights reserved. 3/1/2018 12:24:05 PM 15 305 70 1,454 1 13 2 51 4 87 15 336 66 lt454 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 DQ Height Horizontal Vertical Above Base Weight W, Force Force Section (ft) (lb) (lb-ft) CVX (lb) (lb) 15 198.13 102 24,647 0.006 7 91 14 190.63 628 145,665 0.037 41 558 13 182.50 395 87,463 0.022 25 351 12 170.00 1,217 250,492 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 2,084 170,873 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 DC6-48-60-1 B-8F (20.1 " Height) 190.00 32 7,392 0.002 2 28 Commscope SBNHH-1D85B (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 185.00 500 112,347 0.028 32 444 Decibel DB848H9OE-XY 171.00 252 52,185 0.013 15 224 Page 7 Site Number: 5080 Code: ANSIrrIA-222-G 0 2007 - 2018 by ATC IP LLC, All rightS reserved. Site Name; Relay Tower, FL Engineering Number: OAA724054C3 02 31112018 12:24:05 PM Customer: AT&T MOBILITY Eauivalent Lateral Force Method Flat Light Sector Frame 171.00 1,200 248,499 0.063 70 1,066 Commscope ATSBT-TOP-FM-4G 161.00 11 2,101 0.001 1 10 CSS DBC-7CAP (7 lbs) 161.00 42 8,171 0.002 2 37 Kaelus TBC0030FlVl-1 161.00 71 13,890 0.004 4 63 JMA Wireless X7CQAP-665-VRO 161.00 277 53,925 0.014 15 246 Flat Light Sector Frame 161.00 1,200 233,443 0.059 66 1,066 RFS ACU-A20-N 151.00 9 1,638 0.000 0 8 Samsung 800 MHz Ext. Filter 151.00 20 3,604 0.001 1 18 Nokia FWHR 151.00 79 14,470 0;004 4 71 Ericsson RRUS 31 B25 151.00 168 30,634 0.008 9 149 Ericsson RRUS-1 1 800 MHz 151.00 162 29,487 0.007 8 144 Angus LLPX31OR 151.00 86 15,617 0.004 4 76 RFS APXV9ERR18-C 151.00 150 27,303 0.007 8 133 Round Sector Frame 151.00 900 163,816 0.041 46 799 Round Sector Frame 127.00 900 136,894 0.035 39 799 Til-Tek TA-819-10H-39B 127.00 282 42,893 0.011 12 250 Til-Tek TA-819-10V-39B 127.00 321 48,825 0.012 14 285 Round Sector Frame 109.00 900 116,825 0.029 33 799 Til-Tek TA-819-10H-39B 109.00 282 36,605 0.009 10 250 Til-Tek TA-819-10V-39B 109.00 321 41,667 0.011 12 285 Kathrein Scala HDCA-51HCM 42.00 21 1,014 0.000 0 19 28,652 3,961,486 1.000 1,117 25,451 Page 8 Site Number: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights re5ewed. Site Name: Relay Tower, FIL Engineering Number: OAA724054C3 02 3/1/2018 12:24:05 PM Customer: AT&T MOBILITY Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration for Short Period IS J: 0.05 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Importance Factor (I J: 1.00 Site Coefficient F a: 1.60 Site Coefficient F : 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period (S ds): 0.06 Desing Spectral Response Acceleration at 1.0 Second Period (S dj): 0.04 Period Based on Rayleigh Method (sec): 0.57 Redundancy Factor (p): 1.30 LoadCase (1.2 + 0.2Sds) * DIL + E Seismic Section Height Above Base (ft) Weight (lb) a b c Sa. Horizontal Force (lb) Vertical Force (lb) 15 198.13 102 1.856 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 50 1,475 11 155.00 788 1.135 -0.048 0.209 0.05b 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 0.012 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 32.60 1,647 0.050 0.071 0.042 0.007 6 1,995 3 17.50 1,768 0.014 0.060 0.035 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 0.155 10 145 Antel BCR-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 11 (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 OC6-48-60-18-8F (20.1 190.00 32 1.706 1.144 0.823 0.124 2 39 Commscope SBNHH-1D85B 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 Torque Arms 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 50 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 Kaelus TBC003OFlVl -1 161.00 71 1.225 0.029 0.274 0.065 2 87 JMA Wireless X7CQAP-665-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 LLPX31 OR 151.00 86 1.077 -0.082 0.173 0.054 2 104 RFS APXV9ERR1 8-C 151.00 150 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 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP U-C, All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3�02 311/2018 12:24:05 PM Customer: AT&T MOBILITY Eauivalent Modal Analvsis Method Round Sector Frame TII-Tek TA-819-10H-39B Til-Tek TA-819-10V-39B Round Sector Frame TII-Telk TA-819-10H-39B Til-Tek TA-819-10V-39B Kathrein Scala HDCA-5/HCM LoadCase (0.9 - 0.2Sds) DL Section 127.00 127.00 127.00 109.00 109.00 109.00 42.00 + E Height Above Base (it) 900 282 321 900 282 321 21 28,652 Weight (lb) 0.762 0.762 0.762 0.561 0.561 0.561 0.083 49.705 Seismic a -0.104 -0.104 -0.104 -0.039 -0.039 -0.039 0.072 IU50 (Reduced b 0.044 0.044 0.044 0.011 0.011 0.011 0.039 16.027 DQ 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 13 182.50 395 1.574 0.699 0.635 0.104 21 351 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 0.053 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 11958 0.118 0.070 0.035 0.011 11 1,739 4 32.50 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 1,570 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 4415 B25 190.00 138 1.706 1.144 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 1.144 0.823 0.124 10 141 Raycap DC6-48-60-18-BF (20.1 190.00 32 1.706 1.144 0.823 0.124 2 28 Commscope SBNHH-1D85B 190.00 379 1.706 1.144 0.823 0.124 24 337 Flat Light Sector Frame 190.00 1,200 1.706 1.144 0.823 0.124 77 1,066 Torque Arms 185.00 Soo 1.617 0.832 0.694 0.110 29 444 Decibel DB848H9OE-XY 171.00 252 1.382 0.250 0.413 0.081 11 224 Flat Light Sector Frame 171.00 1,200 1.382 0.250 0.413 0.081 50 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 TBC003OF1V1-1 161.00 71 1.225 0.029 0.274 0.065 2 63 JIMA 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 161.00 9 1.077 -0.082 0.173 0.054 0 8 Samsung 800 MHz Ext. Filter 151.00 20 1.077 -0.082 0.173 0.054 1 is Nokia FWHIR 151.00 79 1.077 -0.082 0.173 0.054 2 71 Ericsson RRUS 31 B25 151.00 168 1.077 -0.082 0.173 0.054 5 149 Ericsson RRUS-1 1 800 MHz 151.00 162 1.077 -0.082 0.173 0.054 5 144 Argus LLPX31 OR 151.00 86 1.077 -0.082 0.173 0.054 2 76 RFS APXV9ERR18-C 151.00 150 1.077 -0.082 0.173 0.054 4 133 Round Sector Frame 151.00 900 1.077 -0.082 0.173 0.054 25 799 Round Sector Frame 127.00 900 0.762 -0.104 6.044 0.038 18 799 Til-Tek TA-819-IOH-39B 127.00 282 0.762 -0.104 0.044 0.038 6 250 Til-Tek TA-819-10V-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-Tek TA-819-10H-39B 109.00 282 0.561 -0.039 0.011 0.030 4 250 Til-Tek TA-819-1OV-39B 109.00 321 0.561 -0.039 0.011 0.030 5 285 Kathrein Scala HDCA-5/HCM 42.00 21 0.083 0.072 0.039 0.009 0 19 28,652 49.705 16.350 16.027 3.119 700 25,451 Page 10 1 6 Site Number: 5080 Code: ANSIfTIA-222-G Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 Customer: AT&T MOBILITY Equivalent Modal Analysis Method Page 11 0 2007 - 2018 by ATC IP LLC. All rights reserved. 3/1/2018 12:24:05 PM i Site Number: 6080 Code: ANSIITIA-222-G 0 2007 - 2018 by ATC W LLC. All rights resewed. Site Name: Relay Tower, FIL Engineering Number: OAA724054C3 02 31112018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Surnma Section: 1 BASE Bot Elev (ft): 0.00 Height (ft): 2.000 Shear Bear Pu Len Bracing % F'y 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 CHN-C10x15.3 -81.01 1.21) + 1.6W 3.06 100 100 100 51.4 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 Blk Shear Pu Fy Fu Phit Pn Num Num phIRnv phiRn phit Pin 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 HORIZCHN-C10x15.3 35.85 1.21) + 1.6W 36 58 145.48 0 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 Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 35.17 11.21) + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 2 8'- 2 Bays Bot Efev (ft): 2.00 Height (ft): 8.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvph!Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR ks!) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 5X5X0.3125 -56.92 11.21) + 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-1.5X1.5X0.1875 -1.83 11.213 + 1.6W 5.657 50 50 50 117.9 36.0 8.26 1 1 9.72 10.44 22 Member Z Shear Bear Bik Shear Pu Fy Fu Phit Pn Nurn Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ks!) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 1.5X1.5X0.1875 1.73 1.21) + 1.6W 210 36 58 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 0 0 Top Compression 56.79 1.2D + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 35.17 1.21) + 1.6W 120 0.00 0 Page 12 Site Number: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC W I.I.C. All rights resewed. Site Name: Relay Tower, FIL Engineering Number: OAA724054_C3_02 31112018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 3 15'-3 Bays Bot Elev (ft): 10.00 Height (ft): 15,000 Shear Bear Pu Len Bracing % Py Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksj) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 5X5X0.3125 -59.13 1.21) + 1.6W 5.00 100 100 100 50.4 50.0 113.22 0 0 0.00 0.00 52 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE -2X2XO.25 -1.76 11.21D + 1.6W 6.403 50 50 50 103.7 35.0 17.29 1 1 9.72 13.92 18 Bolt Shear Shear Bear Blk Shear PU Fy Fu Phit Pn Num Num ph!Rnv phiRn phit Pin 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.25 1.17 1.21) + 1.6W 60 36 5B 25.57 1 1 9.72 9.45 9.50 12 Bolt Bear Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use Nurn % Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 58.871.21) + 1.6W 90 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 56.79 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 Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 6OD-6OD4X4XO.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 - 1.5X1.5X0.25 -1.98 11.21) + 1.6W 6.403 50 50 50 131.6 36.0 8.99 1 1 9.72 13.92 22 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Nurn phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ks!) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 1.5X1.5X0.25 2.65 11.21) + 1.6W 90 36 58 17.41 1 1 9.72 9.45 6.78 39 Bilk Shear Pu phiRnt Use Nurn Max Splice Forces (kip) Load Case (kip) % Bolts BoltType Top Tension 0.00 0.00 0 0 Top Compression 53.50 11.213 + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 58.87 11.21D + 1.6W 90 0.00 0 Page 13 Site Number: 5080 Code: ANSIrr[A-222-G 0 2007 - 2018 by ATC IP U-C. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/2018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 5 Modified Bot Elev (ft): 40.00 Height (ft): 20.000 Max Compression Member LEG 60D-6OD4X4XO.25 HORIZ DIAG SAE -1.5X1.5X0.125 Shear Bear PU Len Bracing % F'y Phic Pn Num Num phiRnv phiRn Use (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls -53.34 1.21D + 1.6W 5.00 100 100 100 0.0 0.0 110.41 0 0 0.00 0.00 48 User Input 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 .3.46 1.21D + 1.6W 6.403 50 50 50 129.8 36.0 4.80 1 1 9.72 6.96 72 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Nurn phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ks!) (kip) Botts 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 - 1.5X1.5X0.125 1.60 1.21) + 1.6W 120 36 58 9.20 1 1 9.72 4.72 3.39 47 Blk Shear Pu phiRnt Use Nurn Max Splice Forces (kip) Load Case (kip) % Bolts BoltType Top Tension 0.00 0.00 0 0 Top Compression 54.10 1.21) + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 53.50 1.2D + 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 % F'y Rhic 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 - 60D 4X4XO.25 -49.36 1.21D + 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 -1.75X1.75X0.18 -3.13 1.213 + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 32 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Nurn phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ks!) (ks!) (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 - 1.75X1.75X0.18 2.21 1.21D + 1.6W 90 36 58 16.44 1 1 9.72 7.09 6.10 36 Blk Shear Pu phRnt Use Nurn Max Splice Forces (kip) Load Case (kip) % Bolts BoltType Top Tension 0.00 0.00 0 0 Top Compression 48.69 1.21D + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 54.10 1.21D + 1.6W 120 0.00 0 Page 14 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Section: 7 20'-4 Bays Max Compression Member LEG 60D - 60D 4X4XO.25 HORIZ DIAG SAE-1.5X1.5X0.125 Code: ANSl/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA724054_C3 02 31112018 12:24:05 PM Force/Stress Summary Bot Elev (ft): 80.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use (kip) Load Case (Ift) X Y Z KL/R (ks!) (kip) Bolts Holes (kip) (kip) % Controls .50.28 1.21D + 1.6W 4.98 50 50 50 31.4 43.5 71.29 0 0 0.00 0.00 70 Member Z 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 -3.14 1.2D + 1.6W 6.384 50 50 50 129.4 36.0 4.83 1 1 9.72 6.96 65 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num . phiRnv phRn 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 -1.5X1.5X0.125 2.21 1.21) + 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 1.2D + 1.6W 120 0.00 0 Bot 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 ph!RnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 -63.05 1.2D + 1.6W 5.00 50 50 50 31.6 43.5 71.25 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-1.75XI.75XO.18 .4.01 1.213 + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 41 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ks!) lksi) (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 - 1.76X1.75X0.18 3.06 1.21) + 1.6W 60 36 58 16.44 1 1 9.72 7.09 6.10 50 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (ki p) % Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 59.06 1.21) + 1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 48.94 1.21) + 1.6W 120 0.00 0 Page 15 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Section: 9 20'-4 Bays Max Compression Member Code: ANSIrFIA-222-G Engineering Number: OAA724054 C302 Force/Stress Summa 0 2007 - 2018 by ATC IP LLC. All righm reserved. 311/2018 12:24:05 PM Bot Elev (ft): 120.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phIRn (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) Use % Controls LEG 60D - 60D 3.5X3.5XO. -51.96 1.21) + 1.6W 5.00 50 50 50 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-1.75X1.75X0.18 -4.39 1.21) + 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 45 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 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 -1.75X1.75X0.18 3.74 1.21) + 1.13W 90 36 58 16.44 1 1 9.72 7.09 6.10 61 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 43.21 1.21) + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 59.06 1.2D + 1.6W 120 0.00 0 Section: 10 Modified Bot Elev (ft): 140.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (It) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3.5X3.5XO. -33.12 1.21D + 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 0 0 0.0 0.0 0.00 0 0 0100 0.00 0 DIAG DAE-1.75X1.75X0.18 -6.84 1.21D + 1.6W 6.403 50 50 50 120.3 36.0 18.76 2 2 15.90 20.88 43 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num 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 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 - 1.75X1.75X0.18 6.42 1.21) + 1.6W 90 36 58 32.81 2 2 15.90 14.17 12.21 52 Bilk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 28.97 1.21) + 1.6W 90 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 43.21 1.213 + 1.6W 0.00 0 Page 16 Site Number: 5080 Code: ANS1/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name; Relay Tower, FL Engineering Number: OAA724054C302 3/11/2018 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 11 Modified Bot Elev (ft): 150.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num ph!RnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3.5X3.5XO. -40.70 1.2D + 1.6W 60 5.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 39 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE -1.75X1.75X0.18 -3.79 1.2D + 1.6W 90 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 39 Bolt Shear Max Tension Member Pu (kip) Load Case Fy ks!) Fu (ksi) PhitPn Num (kip) Bolts Num Holes Shear phiRnv (kip) Bear phiRn (kip) Blk Shear phit Pn Use (kip) % Controls LEG 60D - 60D 3.5X3.5XO. 7.14 1.213 + 1.6W 120 50 65 76.05 0 0 0.00 0.00 9 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 1.75X1.75X0.18 3.80 1.20 + 1.6W 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+1.6W240 0.00 0 0 Top Compression 44.36 1.2D+1.6W60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 28.97 1.2D + 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 Phic Ph Num Num phiRnvph!Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3X3XO.375 -45.06 1.2D + 1.6W 60 5.00 100 100 100 0.0 0.0 88.66 0 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-1.75X1.75X0.18 -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 Bilk Shear Pu Fy Fu Phit Ph Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 60D - 60D 3X3XO.375 13.72 1.2D + 1.6W 120 50 65 94.95 0 0 0.00 0.00 14 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75XI.75XO.18 3.01 1.21) + 1.6W 240 36 5B 16.44 1 1 9.72 7.09 6.10 49 Blk Shear Pu phIRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoftType Top Tension 0.00 0.00 0 0 Top Compression 30.64 11.21) + 1.6W 90 0.00 0 Bot Tension 10.86 1.2D + 1.6W 240 0.00 0 Bot Compression 44.36 1.2D + 1.6W 60 0.00 0 Page 17 Site Number; 5080 Code: ANSI[TIA-222-G 0 2007 � 2018 by ATC IP U-C. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 311/2018 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 Len Bracing % Fy Phic Pn Num Num phiRnvph!Rn Use Max Compression Member (Iki�) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 -8.65 1.2D + 1.6W 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 1.2D + 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 1.21D + 1.6W 90 6.403 50 50 60 103.1 36.0 13.23 1 1 9.72 10.44 50 Bolt Shear Shear Bear Bilk Shear PU Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 4.45 1.213 + 1.6W 60 50 65 87.30 0 0 0.00 0.00 6 Member HORIZ SAE - 3X3XO.25 11.91 1.2D + 1.6W 180 36 58 41.88 2 1 19.44 23.37 19.31 61 Blk Shear DIAG SAE-2X2XO.1875 4.63 1.21D + 1.6W 210 36 58 19.50 1 1 9.72 7.09 7.12 65 Bolt Bear Max Splice Forces Put (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 10.97 1.2D + 1.6W 180 0.00 0 0 Top Compression 15.31 1.21) + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot 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 % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLJR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 11.42 1.21) + 1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 17 Member Z HORIZSAE - 1.75XI.75XO.18 -0.80 1.2D + 1.6W 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 1.2D + 1.6W 90 5.483 50 50 50 92.6 36.0 14.75 1 1 9.72 10.44 31 Bolt Shear Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 7.79 1.21) + 1.6W 180 50 65 87.30 0 0 0.00 0.00 8 Member HORIZ SAE - 1.75X1.75X0.18 0.73 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 0.00 3 Member DIAG SAE -2X2XO.1875 3.24 1.2D + 1.6W 90 36 58 19.50 1 1 9.72 7.09 7.12 45 Bolt Bear PU phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts BoItType Top Tension 0.00 0.00 0 0 Top Compression 0.49 (1.2 + 0.2Sds) 0.00 0 Bot Tension 10.97 1.2D+1.6W180 0.00 0 Bot Compression 15.31 1.2D + 1.6W 0.00 0 Page 18 Site Number: 5080 Code: ANSIrFIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C302 3/11/20118 12:24:05 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 15 11-3 Bot Elev (ft): 196.2 Height (ft): 3.750 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (it) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4XO.25 -0.10 11.21D + 1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 0 Member Z HORIZSAE - 1.75X1.75X0.1 8 0.00 1.2D + 1.6W 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 0 Member Z DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Shear Bear Blk Shear Pu Fy Fu Phit Pin 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 SAE - 1.75X1.75X0.18 0.01 11.21) + 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 (11.2 + 0.2Sds) * 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.49 (11.2 + 0.2Sds) * 0100 0 Page 19 Site Number: 5080 Code: ANSIfT[A-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/11/2018 12:24:05 PM Customer: AT&T MOBILITY Detailed Reactions - Radius Elevation Azimuth FX IFY FZ Load Case ft) (ft) (deq) Node (kip) (kip) (kip) Uplift Down 1.2D + 1.6W Normal 0.00 00.00 1 0.01 156.82 -1.95 149.00 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 1.2D + 1.6W 60 deg 0.00 00.00 1 -2.05 127.55 -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 -28.25 159.00 01.00 120 A2b 7.95 -10.07 -6.05 1.21) + 1.6W 90 deg 0.00 00.00 1 -1.98 144.70 -0.36 149.0101 00.00 0 Al -0.55 -6.52 14.08 147.00 01.00 240 Ala -22.83 -12.19 -12.94 150.00 02.00 120 Alb 1.13 -0.62 -0.84 157.01) -01.00 0 A2 -1.71 -29.45 30.27 157.00 01.00 240 A2a -50.37 -54.28 -28.09 159.01) 01.00 120 A2b 2.53 -3.96 .2.15 1.213 + 1.6W 120 deg 0.00 00.00 1 -1.67 158.05 0.96 149.00 00.00 0 Al -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 50.41 157.00 01.00 240 A2a -".46 -47.68 -23.86 159.00 01.00 120 A2b 1.25 -0.72 1.2D + 1.6W 180 deg 0.00 00.00 1 0.00 127.82 2.37 149.00 00.00 0 Al 0.00 -12.12 26.10 147.00 01.00 240 Ala -4.75 -2.37 -2.28 150.00 02.00 120 Alb 4.77 -2.29 -2.29 157.00 -01.00 0 A2 0.00 -53.79 56.40 157.00 01.00 240 A2a -9.12 -10.09 -3.81 159.00 01.00 120 A2b 9.13 -9.97 -3.81 11.21) + 1.6W 210 deg 0.00 00.00 1 0.68 1".49 1.89 149.00 00.00 0 Al 0.21 -12.21 26.25 147.00 01.00 240 Ala -1.26 -0.63 -0.55 150.00 02.00 120 Alb 12.43 -6.27 -6.54 157.00 -01.00 0 A2 0.86 -54.99 57.64 157.00 01.00 240 A2a -3.11 .3.99 -1.11 159.00 01.00 120 A2b 27.07 -28.69 -13.65 1.2D 4- 1.6W 240 deg 0.00 00.00 1 1.68 157.22 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 50.46 157.00 01.00 240 A2a -1.27 -2.30 -0.73 159.00 01.00 120 A2b 44.48 -47.09 .23.87 11.213 + 1.6W 300 deg 0.00 00.00 1 2.07 126.54 -1.20 149.00 00.00 0 Al 0.40 -2.40 5.30 147.00 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: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. 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Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/2018 12:24:05 PM Customer: AT&T MOBILITY 157.00 01.00 240 A2a -7.93 -10.18 -6.03 159.00 01.00 120 A2b 48.88 -52.45 -28.22 1.21D + 1.6W 330 deg 0.00 00.00 1 1.31 143.53 -1.56 149.00 00.00 0 Al 0.16 -0.65 IAO 147.00 01.00 240 Ala -11.87 -6.49 -7.48 150.00 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 49.55 -53.66 -29.59 (1.2 + 0.2Sds) DL + E Normal Ml 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.16 7.22 147.00 01.00 240 Ala -6.39 -3.23 -3.69 150.00 02.00 120 Alla 6.39 -3.12 -3.69 157.00 -01.00 0 A2 0.00 -10.78 11.54 157.00 01.00 240 A2a -10.80 -11.58 -6.24 159.00 01.00 120 A2b 10.80 -11.42 -6.24 (1.2 + 0.2Sds) Dt. + E Normal M2 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 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 (1.2 + 0.2Sds) DIL + E 60 deg MI 0.00 00.00 1 0.00 81.30 0.00 149.00 00.00 0 Al 0.00 -3.18 7.27 147.00 01.00 240 Ala -6.44 -3.26 -3.72 150.00 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 A21a 10.27 -10.81 -5.93 (1.2 + 0.2Sds) DL + E 60 deg M2 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 -6.29 159.00 01.00 120 A2b 10.35 -10.90 -5.98 (1.2 + 0.2Sds) DL + E 90 deg MI 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 -6.42 -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 (1.2 + 0.28ds) DL + E 90 deg M2 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 (1.2 + 0.2Sds) DL + E 120 deg MI 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 Alb 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 (1.2 + 0.2Sds) * OL + E 120 deg M2 0.00 00.00 1 0.00 811.30 0.00 Page 21 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&TMOBILITY (1.2 + 0.215ds) * DIL + E 180 deg Ml (1.2 + 0.2Sds) * DIL + E 180 deg M2 (1.2 + 0.2Sds) * DIL + E 210 deg Ml (1.2 + 0.2Sds) * IDL + E 210 deg M2 (1.2 + 0.2Sds) * DL + E 240 deg M I (1.2 + 0.2Sds) * DIL + E 240 deg M2 (11.2 + 0.2Sds) * DIL + E 300 deg MI (1.2 + 0.2Sds) * DIL + E 300 deg M2 Code: ANSIITIA-222-G 0 2GO7 - 2018 by ATC IP LLC. All rights reserved, Engineering Number: OAA724054C3 02 3/1/2018 12:24:05 PM 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 12.36 157.00 01.00 240 A2a -10.71 -11.48 -6.19 159.00 01.00 120 A2b 10.16 -10.67 -5.87 0.00 00.00 1 0.00 81.30 0.00 149.00 00.00 0 Al 0.00 -3.27 7.45 147.00 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 -5.92 159.00 01.00 120 A2b 10.26 -10.80 -5.92 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 12.57 157.00 01.00 240 A2a -10.35 -11.04 -5.97 159.00 01.00 120 A2b 10.35 -10.89 -5.97 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 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 iso.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 -5.90 159.00 01.00 120 A2b 10.53 -11.11 -6.08 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 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 MOO 240 Ala 4.311 -3.18 -3.64 150.00 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 A21a 10.71 -11.32 -6.18 0.00 00.00 1 0.00 81.29 0.00 149.00 00.00 0 Al 0.00 -3.18 7.27 147.00 01.00 240 Ala -6.29 -3.17 -3.63 150.00 02.00 1120 Alb 6.44 .3.14 -3.72 157.00 -01.00 0 A2 0.00 -11.10 11.85 157.00 01.00 240 A2a -10.27 -10.96 -5.93 159.00 01.00 120 A2b 11.06 -11.72 -6.38 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 -3.68 157.00 -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, FIL Customer: AT&T MOBILITY (1.2 + 0.2Sds) * DIL + E 330 deg MI (1.2 + 0.2Sds) * DIL + E 330 deg M2 (0.9 - 0.2Sds) * IDL + E Normal MI (0.9 - 0.2Sds) * DIL + E Normal M2 (0.9 - 0.2Sds) * DIL + E 60 deg MI (0.9. 0.2Sds) * DL + E 60 deg M2 (0.9 - 0.2Sds) * DL + E 90 deg Ml (0.9 - 0.2Sds) * IDL + E 90 deg M2 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 0.00 149.00 147.00 150.00 157.00 157.00 159.00 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 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA724054C3 02 31112018 12:24:05 PM 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) * DIL + E 120 deg MI 0.00 00.00 149.00 00.00 120 A2b I 0 Al 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 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 120 Alb 0 A2 240 A2a 120 A2b I 0 Al 240 Ala 120 Alb 0 A2 240 A2a 120 A2b I 0 Al 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 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 -6.44 -3.27 -3.72 6.45 -3.15 -3.72 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 -11.44 12.20 -11.11 -11.95 -6.42 10.58 -11.15 -6.11 0.00 72.93 0.00 0.00 -3.25 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 7AO -6.42 -3.25 -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 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&TMOBILITY (0.9 - 0.2Sds) * DIL + E 120 deg M2 (0.9 - 0.2Sds) * DIL + E 180 deg MI (0.9 - 0.2Sds) * DL + E 180 deg M2 (0.9 - 0.2Sds) * DL + E 210 deg Ml (0.9 - 0.2Sds) * DIL + E 210 deg M2 (0.9 - 0.2Sds) * DIL + E 240 deg MI (0.9 - 0.2Sds) * DL + E 240 deg M2 (0.9 - 0.2Sds) * DL + E 300 deg Ml Code: ANSI[TIA-222-G 0 2007 - 2018 by ATC IP L.I.C. All rights reserved. Engineering Number: OAA724054_C3�02 311/2018 12:24:06 PM 147.00 01.00 240 Ala -6.44 -3.27 -3.72 150.00 02.00 120 Alb 6.30 -3.06 -3.64 157.00 -01.00 0 A2 0.00 -11.97 12.71 157.00 01.00 240 A2a -11.02 -11.82 -6.36 159.00 01.00 120 A216 10.22 -10.75 -5.90 0.00 00.00 1 0.00 72.92 0.00 149.00 00.00 0 Al 0.00 -3.26 7.41 147.00 01.00 240 Ala -6.41 -3.25 -3.70 150.00 02.00 120 Alb 6.37 -3.10 -3.68 157.00 -01.00 0 A2 0.00 -11.87 12.61 157.00 01.00 240 A2a -10.93 -11.73 -6.31 159.00 01.00 120 A216 10.40 -10.94 -6.00 0.00 00.00 1 0.00 72.92 0.00 149.00 00.00 0 Al 0.00 -3.31 7.51 147.00 01.00 240 Ala -6.34 -3.21 -3.66 150.00 02.00 120 Alb 6.35 -3.09 -3.66 157.00 -01.00 0 A2 0.00 -12.29 13.02 157.00 01.00 240 A2a -10.49 -11.20 -6.05 159.00 01.00 120 Aft 10.49 -11.05 -6.05 0.00 00.00 1 0.00 72.91 0.00 149.00 00.00 0 Al 0.00 -3.27 7.43 147.00 01.00 240 Ala -6.38 -3.23 -3.68 150.00 02.00 120 Alb 6.38 -3.11 -3.68 157.00 -01.00 0 A2 0.00 -12.11 12.82 157.00 01.00 240 A2a -10.57 -11.29 -6.10 159.00 01.00 120 A2b 10.57 -11.14 -6.10 0.00 00.00 1 0.00 72.91 0.00 149.00 00.00 0 Al 0.00 -3.30 7.50 147.00 01.00 240 Ala -6.31 -3.19 -3.64 150.00 02.00 120 Alb 6.40 -3.12 -3.69 157.00 -01.00 0 A2 0.00 -12.20 12.94 157.00 01.00 240 A2a -10.29 -10.98 -5.94 159.00 01.00 120 A2b 10.75 -11.36 -6.21 0.00 00.00 1 0.00 72.91 0.00 149.00 00.00 0 Al 0.00 -3.26 7.42 147.00 01.00 240 Ala -6.37 -3.22 -3.68 150.00 02.00 120 Alb 6.40 -3.12 -3.69 157.00 -01.00 0 A2 0.00 -12.03 12.76 157.00 01.00 240 A2a -10.44 -11.14 -6.03 159.00 01.00 120 A2b 10.75 -11.36 -6.21 0.00 00.00 1 0.00 72.91 0.00 149.00 00.00 0 Al 0.00 -3.28 7.45 147.00 01.00 240 Ala -6.29 -3.18 -3.63 150.00 02.00 120 Alb 6.45 -3.15 -3.72 157.00 -01.00 0 A2 0.00 -11.96 12.70 157.00 01.00 240 A2a -10.23 -10.91 -5.91 159.00 01.00 120 A2b 11.02 -11.66 -6.36 0.00 00.00 1 0.00 72.91 0.00 149.00 00.00 0 Al 0.00 -3.26 7.41 147.00 01.00 240 Ala -6.36 -3.22 -3.67 150.00 02.00 120 Alb 6Al -3.13 -3.70 157.00 -01.00 0 A2 0.00 -11.88 12.61 157.00 01.00 240 A2a -10.40 -11.08 -6.00 159.00 01.00 120 A2b 10.93 -11.57 -6.31 0.00 00.00 1 0.00 72.91 0.00 149.00 00.00 0 Al 0.00 -3.22 7.34 147.00 01.00 240 Ala -6.34 -3.21 -3.66 150.00 02.00 120 Alb 6.50 -3.18 -3.75 157.00 -01.00 0 A2 0.00 -11.35 12.10 157.00 01.00 240 A2a -10.49 -11.21 -6.06 159.00 01.00 120 A2b 11.28 -11.97 -6.51 Page 24 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY (0.9 - 0.2Sds) * DIL + E 300 deg M2 (0.9 - 0.2Sds) ' DIL + E 330 deg M I (0.9. 0.2Sds) * DIL + E 330 deg M2 1.01) + 1.0W Service Normal 1.01) + 1.0W Service 60 deg 1.0D + 1.0W Service 90 deg 11.013 + COW Service 120 deg 1.0D + 11.0W Service 180 deg 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 0.00 149.00 147.00 150.00 157.00 157.00 159.00 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 0.00 149.00 147.00 150.00 157.00 157.00 159.00 0.00 149.00 147.00 150.00 157.00 157.00 159.00 Code: ANSIfTIA-222-G C 2007 - 2018 by ATC IP LLC. All righm resewed. Engineering Number: OAA724054C302 3/1/2018 12:24:06 PM 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 1.01) + 1.0W Service 210 deg 0.00 00.00 149.00 00.00 147.00 01.00 1 0 Al 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 120 Alb 0 A2 240 A2a 120 A2b 1 0 Al 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 120 Alb 0 A2 240 A2a 120 A2b I 0 Al 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 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 -11.52 -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." 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 -5.31 -0.41 76.61 0.00 -0.08 -3.28 7.46 -8.02 -4.11 -4.60 4.85 -2.31 -2.82 -0.23 -11.78 12.50 -14.31 -15.29 -8.15 7.41 -7.88 -4.38 -0.38 76.67 0.22 -0.06 -3.80 8.59 -7.46 -3.79 -4.24 4.52 -2.13 -2.61 -0.19 -13.98 14.87 -12.98 -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 9.25 -4.86 -2.40 -2.78 Site Number: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 311/2018 12:24:06 PM Customer: AT&T MOBILITY 150.00 02.00 120 Alb 6.48 -3.15 -3.65 157.00 -01.00 0 A2 0.09 -15A8 16.44 157.00 01.00 240 A2a .7.49 -7.97 -4.22 159.00 01.00 120 A2b 10.94 -11IA6 -6.05 i.OD + I.OW Service 240 deg 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 1.0D + 11.0W Service 300 deg 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 -5.50 -2.78 -3.25 150.00 02.00 120 Alb 8.19 -4.07 -4.73 157.00 -01.00 0 A2 0.18 -9.7g 10.30 157.00 01.00 240 A2a -8.84 -9.60 -5.32 159.00 01.00 120 A2b 14.75 -15.64 -8.52 1.0D + 11.0W Service 330 deg 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 -6.47 159.00 01.00 120 A2b 14.23 -15.11 -8.32 Maximum Reactions Summary Base Anchl Anch2 Vertical (kip) 158.05 -12.21 -54.99 Horizontal (kip) 2:39 26.25 57.72 Page 26 Site Number: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/20118 12:24:06 PM Customer: AT&T MOBILITY Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth ( * I Uplift (kip) Shear (kip) 149.00 0.00 0 12.21 26.25 147.00 1.00 240 11219 26.24 150.00 2.00 120 11.76 26.21 167.00 -1.00 0 54.99 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 llb 16.14 7.92 49 1.2D + 1.6W 60 deg 60.00 112 EHS Ala l4b 16.14 8.79 54 1.2D + 1.13W 90 deg 94.97 9/16 EHS Ala 22b 21.00 12.63 60 1.2D + 1.6W 210 deg 120.00 3/4 EHS A2 28 34.98 22.65 65 1.2D + 11.6W 210 deg 140.00 3/4 BRIDGE A2 32 40.80 23.95 59 1.2D + 11.6W 90 deg 185.00 5/8 EHS A2a T6a 25.44 16.97 67 Page 27 Site Number: 6080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LI.C. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054C302 311/2018 12:24:06 PM Customer: AT&T MOBILITY Deflections and Rotations Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 124 mph Normal to Face with No Ice 40.00 0.325 -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 0.950 -0.0021 0.5781 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 0.5850 0.5850 124 mph Normal to Face with No Ice 170.00 1.429 0.0031 0.4442 0.4442 124 mph Normal to Face with No Ice 185.00 1.520 0.0058 0.3594 0.3594 124 mph Normal to Face with No Ice 188.75 1.545 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 124 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 0.3622 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 1.29� 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 0.0343 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 0.3459 124 mph 180 degree with No Ice 150.00 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 Ice 110.00 0.690 0.0650 0.4116 0.4160 124 mph 210 degree with No Ice 125.00 0.800 0.0582 0.5030 0.5057 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 188.75 1.301 0.0358 0.3206 0.3215 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: 6080 Code: ANSl/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, IFIL Engineering Number: OAA724054_C3_02 3/11/2018 12:24:06 PM Customer: AT&T MOBILITY 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 0.5825 0.5825 124 mph 240 degree with No Ice 150.00 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 0.3517 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 150.00 0.706 -0.0088 0.4544 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 185.00 0.855 -0.0051 0.1276 0.1287 124 mph 300 degree with No Ice 188.75 0.865 -0.0076 0.1641 0.1652 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 0.4055 124 mph 330 degree with No Ice 125.00 0.787 0.0506 0.4938 0.4959 124 mph 330 degree with No Ice 150.00 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 M1 40.00 0.003 0.0002 0.0044 0.0044 Seismic Normal Ml 110.00 0.005 0.0001 010159 0.0159 Seismic Normal M1 125.00 0.007 0.0001 0.0107 0.0107 Seismic Normal M1 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 M1 170.00 0.014 0.0002 0.0090 0.0090 Seismic Normal M1 185.00 0.016 0.0002 0.0078 0.0078 Seismic Normal MI 188.75 0.016 0.0002 0.0089 0.0089 Seismic Normal M1 200.00 0.018 0.0002 0.0137 0.0137 Seismic Normal M2 40.00 0.003 0.0002 0.0043 0.0043 Seismic Normal M2 110.00 0.002 0.00011 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 185.00 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 0.0055 Seismic 60 deg M1 110.00 0.006 0.0001 0.0154 0.0154 Seismic 60 deg M1 125.00 0.008 0.0002 0.0100 0.0100 Seismic 60 deg MI 150.00 0.012 0.0002 0.0149 0.0149 Seismic 60 deg M1 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 188.75 0.018 0.0002 0.0089 0.0089 Seismic 60 deg M1 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 deg 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 deg M2 200.00 0.017 0.0002 0.0198 0.0198 Page 29 Site Number: 5080 Code: ANSIrTIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/2018 12:24:06 PM Customer: AT&T MOBILITY Seismic 90 deg M1 40.00 0.004 0.0002 0.0057 0.0057 Seismic 90 deg M1 110.00 0.007 0.0001 0.0171 0.0171 Seismic 90 deg M1 125.00 0.010 0.0002 0.0110 0.0110 Seismic 90 deg M1 150.00 0.013 0.0002 0.0150 0.0150 Seismic 90 deg M1 160.00 0.015 0.0002 0.0152 0.0152 Seismic 90 deg M1 170.00 0.017 0.0002 0.0088 0.0088 Seismic 90 deg M1 185.00 0.018 0.0002 0.0074 0.0074 Seismic 90 deg MI 188.75 0.019 0.0002 0.0090 0.0090 Seismic 90 deg M1 200.00 0.021 0.0001 0.0174 0.0174 Seismic 90 deg M2 40.00 0.003 0.0002 0.0046 0.0046 Seismic 90 deg M2 110.00 0.004 0.0001 0.0155 0.0155 Seismic 90 deg M2 125.00 0.007 0.0002 0.0090 0.0090 Seismic 90 deg M2 150.00 0.009 0.0002 0.0137 0.0137 Seismic 90 deg M2 160.00 0.011 0.0002 0.0153 0.0153 Seismic 90 deg M2 170.00 0.013 0.0002 0.0105 0.0105 Seismic 90 deg 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 deg M2 200.00 0.019 0.0001 0.0223 0.0223 Seismic 120 deg M1 40.00 0.004 0.0002 0.0056 0.0056 Seismic 120 deg M1 110.00 0.007 0.0001 0.0178 0.0178 'Seismic 120 deg M1 125.00 0.010 0.0002 0.0119 0.0119 Seismic 120 deg M1 150.00 0.014 0.0002 0.0153 0.0153 Seismic 120 deg M1 160.00 0.016 0.0002 0.0145 0.0145 Seismic 120 deg M1 170.00 0.017 0.0001 0.0092 0.0092 Seismic 120 deg M1 185.00 0.019 0.0001 0.0075 0.0075 Seismic 120 deg M1 188.75 0.020 0.0001 0.0090 0.0090 Seismic 120 deg M1 200.00 0.022 0.0001 0.0165 0.0165 Seismic 120 deg 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 deg M2 125.00 0.007 0.0002 0.0098 0.0098 Seismic 120 deg 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 deg 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 deg M1 40.00 0.003 0.0002 0.0047 0.0047 Seismic 180 deg M1 110.00 0.007 0.0001 0.0156 0.0156 Seismic 180 deg M1 125.00 0.009 0.0002 0.0117 0.0117 Seismic 180 deg M1 150.00 0.013 0.0002 0.0158 0.0158 Seismic 180 deg 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 188.75 0.019 0.0000 0.0087 0.0087 Seismic 180 deg M1 200.00 0.021 0.0000 0.0132 0.0132 Seismic 180 deg M2 40.00 0.003 0.0001 0.0044 0.0044 Seismic 180 deg M2 110.00 0.004 0.0001 0.0144 0.0144 Seismic 180 deg M2 125.00 0.006 0.0002 0.0097 0.0097 Seismic 180 deg M2 150.00 0.009 0.0001 0.0146 0.0146 Seismic 180 deg M2 160.00 0.011 0.0001 0.0150 0.0150 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 Seismic 180 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 deg M1 110.00 0.006 0.0001 0.0170 0.0170 Seismic 210 deg M1 125.00 0.009 0.0002 0.0119 0.0119 Seismic 210 deg M1 150.00 0.013 0.0001 0.0155 0.0155 Seismic 210 deg M1 160.00 0.015 0.0001 0.0143 0.0143 Seismic 210 deg MI 170.00 0.016 0.0000 0.0090 0.0090 Seismic 210 deg M1 185.00 0.018 0.0000 0.0072 0.0072 Seismic 210 deg M1 188.75 0.018 0.0000 0.0087 0.0087 Page 30 Site Number: 5080 Code: ANSIITIA-222-G 0 2007 - 2018 by ATC I P LLC. All rights rese"ed. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/2018 12:24:06 PM Customer: AT&T MOBILITY Seismic 210 deg 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 deg 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 deg 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 deg M2 188.75 0.015 0.0000 0.0111 0.0111 Seismic 210 deg M2 200.00 0.017 0.0000 0.0174 0.0174 Seismic 240 deg M1 40.00 0.003 0.0001 0.0044 0.0044 Seismic 240 deg M1 110.00 0.006 0.0001 0.0174 0.0175 Seismic 240 deg M1 125.00 0.008 0.0002 0.0115 0.0115 Seismic 240 deg M1 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 deg M1 170.00 0.015 0.0000 0.0087 0.0087 Seismic 240 deg M1 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 0.019 0.0001 0.0165 0.0165 Seismic 240 deg M2 40.00 0.003 0.0001 0.0041 0.0041 Seismic 240 deg 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 deg M2 160.00 0.010 0.0001 0.0136 0.0136 Seismic 240 deg 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 0.0111 Seismic 240 deg M2 200.00 0.016 0.0001 0.0198 0.0198 Seismic 300 deg M1 40.00 0.003 0.0001 0.0043 0.0043 Seismic 300 deg M1 110.00 0.004 0.0001 0.0160 0.0150 Seismic 300 deg M1 125.00 0.006 0.0001 0.0094 0.0094 Seismic 300 deg M1 150.00 0.010 0.0001 0.0139 0.0139 Seismic 300 deg M1 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 deg M1 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 deg M1 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 010001 0.0074 0.0074 Seismic 300 deg M2 150.00 0.006 0.0001 0.0128 0.0128 Seismic 300 deg M2 160.00 0.008 0.0001 0.0143 0.0143 Seismic 300 deg 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 deg M2 200.00 0.014 0.0001 0.0200 0.0200 Seismic 330 deg M1 40.00 0.003 0.0001 0.0039 0.0039 Seismic 330 deg M1 110.00 0.004 0.0001 0.0152 0.0152 Seismic 330 deg M1 125.00 0.007 0.0001 0.0101 0.0101 Seismic 330 deg M1 150.00 0.010 0.0001 0.0140 0.0140 Seismic 330 deg M1 160.00 0.012 0.0001 0.0136 0.0136 Seismic 330 deg M1 170.00 0.013 0.0001 0.0083 0.0083 Seismic 330 deg M1 185.00 0.014 0.0001 0.0072 0.0072 Seismic 330 deg M1 188.75 0.015 0.0001 0.0084 0.0084 Seismic 330 deg 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 deg M2 110.00 0.002 0.0001 0.0136 0.0136 Seismic 330 deg M2 125.00 0.004 0.0001 0.0081 0.0081 Seismic 330 deg M2 150.00 0.006 0.0001 0.0128 0.0128 Seismic 330 deg 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 deg M2 185.00 0.011 0.0001 0.0101 0.0101 Page 31 Site Number: 5080 Site Name: Relay Tower, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reseNed. Engineering Number: OAA724054_C3_02 3/1/2018 12:24:06 PM Seismic 330 deg M2 188.75 0.012 0.0001 0.0113 0.0113 Seismic 330 deg M2 200.00 0.014 0.0001 0.0179 0.0179 Seismic (Reduced DQ Normal M1 40.00 0.003 0.0001 0.0041 0.0041 Seismic (Reduced DQ Normal M1 110.00 0.005 0.0001 0.0148 0.0148 Seismic (Reduced DQ Normal M1 125.00 0.007 0.0001 0.0104 0.0104 Seismic (Reduced DQ Normal M1 150.00 0.010 0.0001 0.0139 0.0139 Seismic (Reduced DQ Normal M1 160.00 0.012 0.0001 0.0125 0.0125 Seismic (Reduced Dij Normal M1 170.00 0.014 0.0002 0.0090 0.0090 Seismic (Reduced DQ Normal M1 185.00 0.015 0.0002 0.0076 0.0076 Seismic (Reduced DQ Normal M1 188.75 0.016 0.0002 0.0087 0.0087 Seismic (Reduced DQ Normal M1 200.00 0.018 0.0002 0.0136 0.0136 Seismic (Reduced DQ Normal M2 40.00 0.002 0.0001 0.0040 0.0040 Seismic (Reduced DQ Normal M2 110.00 0.002 0.0001 0.0130 0.0130 Seismic (Reduced DQ Normal M2 125.00 0.004 0.0001 0.0081 0.0081 Seismic (Reduced DQ Normal M2 150.00 0.006 0.0001 0.0123 0.0123 Seismic (Reduced DQ Normal M2 160.00 0.008 0.0001 0.0124 0.0124 Seismic (Reduced DQ Normal M2 170.00 0.010 0.0002 0.0104 0.0104 Seismic (Reduced DQ Normal M2 185.00 0.012 0.0002 0.0101 0.0101 Seismic (Reduced DL) 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 M1 40.00 0.003 0.0001 0.0051 0.0051 Seismic (Reduced DL) 60 deg M1 110.00 0.006 0.0001 0.0144 0.0144 Seismic (Reduced DQ 60 deg M1 125.00 0.008 0.0001 0.0098 0.0098 Seismic (Reduced DL) 60 deg MI 150.00 0.012 0.0001 0.0144 0.0144 Seismic (Reduced DL) 60 deg M1 160.00 0.014 0.0002 0.0142 0.0142 Seismic (Reduced DL) 60 deg MI 170.00 0.015 0.0002 0.0087 0.0087 Seismic (Reduced DL) 60 deg MI 185.00 0.017 0.0002 0.0072 0.0072 Seismic (Reduced DL) 60 deg M1 188.75 0.018 0.0002 0.0088 0.0088 Seismic (Reduced DL) 60 deg M1 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 DQ 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 DQ 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 DL) 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 DQ 60 deg M2 200.00 0.017 0.0002 0.0197 0.0197 Seismic (Reduced DQ 90 deg M1 40.00 0.003 0,0001 0.0053 0.0053 Seismic (Reduced DQ 90 deg M1 110.00 0.007 0.0001 0.0160 0.0160 Seismic (Reduced DQ 90 deg M1 125.00 0.009 0.0001 0.0108 0.0108 Seismic (Reduced DL) 90 deg M1 150.00 0.013 0.0001 0.0145 0.0145 Seismic (Reduced DQ 90 deg M1 160.00 0.015 0.0001 0.0143 0.0143 Seismic (Reduced DQ 90 deg M1 170.00 0.017 0.0002 0.0088 0.0088 Seismic (Reduced DQ 90 deg M1 185.00 0.018 0.0002 0.0071 0.0071 Seismic (Reduced DQ 90 deg M1 188.75 0.019 0.0002 0.0088 0.0088 Seismic (Reduced DL) 90 deg M1 200.00 0.021 0.0001 0.0173 0.0173 Seismic (Reduced DQ 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 0.0144 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 Seismic (Reduced DL) 90 deg M2 185.00 01015 0.0002 0.0099 0.0099 Seismic (Reduced DL) 90 deg M2 188.75 0.016 0.0001 0.0117 0.0117 Seismic (Reduced DQ 90 deg M2 200.00 0.018 0.0001 0.0221 0.0221 Seismic (Reduced DQ 120 deg M1 40.00 0.003 0.0001 0.0052 0.0052 Seismic (Reduced DQ 120 deg M1 110.00 0.007 0.0001 0.0167 0.0167 Seismic (Reduced DQ 120 deg M1 125.00 0.010 0.0002 0.0116 0.0116 Seismic (Reduced DL) 120 deg M1 150.00 0.013 0.0001 0.0149 0.0149 Seismic (Reduced DL) 120 deg M1 160.00 0.016 0.0001 0.0138 0.0138 Seismic (Reduced DQ 120 deg M1 170.00 0.017 0.0001 0.0092 0.0092 Page 32 Site Number: 5080 Code: ANSIrTIA-222-G Q 2007 - 2018 by ATC IP Ll-C, All rights resewed. Site Name: Relay Tower, FIL Engineering Number: OAA724054_C3_02 3/112018 12:24:06 PM Customer: AT&T MOBILITY Seismic (Reduced DQ 120 deg Mill 185.00 0.019 0.0001 0.0072 0.0072 Seismic (Reduced DQ 120 deg Mill 188.75 0.019 0.0001 0.0088 0.0088 Seismic (Reduced DQ 120 deg M1 200.00 0.021 0.0001 0.0164 0.0164 Seismic (Reduced DQ 120 deg M2 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DQ 120 deg M2 110.00 0.004 0.0001 0.0148 0.0148 Seismic (Reduced DQ 120 deg M2 125.00 0.007 0.0001 0.0093 0.0093 Seismic (Reduced DQ 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 DQ 120 deg M2 170.00 0.013 0.0001 0.0106 0.0106 Seismic (Reduced DQ 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 Mill 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 180 deg Mill 110.00 0.006 0.0001 0.0146 0.0146 Seismic (Reduced DQ 180 deg Mill 125.00 0.009 0.0002 0.0115 0.0115 Seismic (Reduced DL) 180 deg M1 150.00 0.013 0.0001 0.0152 0.0152 Seismic (Reduced DQ 180 deg M1 160.00 0.015 0.0001 0.0140 0.0140 Seismic (Reduced DL) 180 deg Mill 170.00 0.017 0.0000 0.0091 0.0091 Seismic (Reduced DQ 180 deg Mill 185.00 0.018 0.0000 0.0069 0.0069 Seismic (Reduced DL) 180 deg Mill 188.75 0.019 0.0000 0.0085 0.0085 Seismic (Reduced DL) 180 deg Mill 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 150.00 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 M1 40.00 0.003 0.0001 0.0038 0.0038 Seismic (Reduced DL) 210 deg Mill 110.00 0.006 0.0001 0.0159 0.0159 Seismic (Reduced DL) 210 deg Mill 125.00 0.009 0.0002 0.0116 0.0116 Seismic (Reduced DL) 210 deg M1 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 Mill 170.00 0.016 0.0000 0.0090 0.0090 Seismic (Reduced DL) 210 deg Mill 185.00 0.018 0.0000 0.0070 0.0070 Seismic (Reduced DL) 210 deg Mill 188.75 0.018 0.0000 0.0085 0.0085 Seismic (Reduced DL) 210 deg Mill 200.00 O�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 DQ 210 deg M2 160.00 0.010 0.0001 0.0135 0.0135 Seismic (Reduced DQ 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 188.75 0.015 0.0000 0.0110 0.0110 Seismic (Reduced DL) 210 deg M2 200.00 0.017 0.0000 0.0174 0.0174 Seismic (Reduced DL) 240 deg Mill 40.00 0.003 0.0001 0.0041 0.0041 Seismic (Reduced DL) 240 deg Mill 110.00 0.005 0.0001 0.0162 0.0162 Seismic (Reduced DL) 240 deg M1 125.00 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 M1 160.00 0.013 0.0001 0.0127 0.0127 Seismic (Reduced DQ 240 deg M1 170.00 0.015 0.0000 0.0084 0.0084 Seismic (Reduced DL) 240 deg M1 185.00 0.016 0.0001 0.0066 0.0066 Seismic (Reduced DQ 240 deg Mill 188.75 0.017 0.0001 0.0081 0.0081 Seismic (Reduced DL) 240 deg M1 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 0.0145 Seismic (Reduced DL) 240 deg M2 125.00 0.005 0.0001 0.0090 0.0090 Seismic (Reduced DL) 240 deg M2 150.00 0.008 0.0001 0.0126 0.0126 Seismic (Reduced DQ 240 deg M2 160.00 0.009 0.0001 0.0130 0.0130 Page 33 41 Site Number: 5080 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA724054_C3_02 3/1/2018 12:24:06 PM Customer: AT&T MOBILITY 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 DQ 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 DL) 300 deg M1 110.00 0.004 0.0001 0.0139 0.0139 Seismic (Reduced DQ 300 deg M1 125.00 0.006 0.0001 0.0092 0.0092 Seismic (Reduced DL) 300 deg M1 150.00 0.009 0.0001 0.0134 0.0134 Seismic (Reduced DQ 300 deg M1 160.00 0.011 0.0001 0.0132 0.0132 Seismic (Reduced DQ 300 deg M1 170.00 0.013 0.0001 0.0079 0.0079 Seismic (Reduced DL) 300 deg M1 185.00 0.014 0.0001 0.0067 0.0067 Seismic (Reduced DL) 300 deg M1 188.75 0.015 0.0001 0.0081 0.0081 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 0.0135 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 18B.75 0.012 0.0001 0.0111 0.0111 Seismic (Reduced DL) 300 deg M2 200.00 0.014 0.0001 0.0199 0.0199 Seismic (Reduced DL) 330 deg M1 40.00 0.003 0.0001 0.0036 0.0036 Seismic (Reduced DQ 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 M1 150.00 0.009 0.0001 0.0135 0.0135 Seismic (Reduced DL) 330 deg M1 160.00 0.011 0.0001 0.0129 0.0129 Seismic (Reduced DL) 330 deg M1 170.00 0.013 0.0001 0.0084 0.0084 Seismic (Reduced DL) 330 deg M1 185.00 0.014 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 M1 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 DQ 330 deg M2 110.00 0.002 0.0001 0.0126 0.0126 Seismic (Reduced DL) 330 deg M2 125.00 0.003 0.0001 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 0.0001 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 0.0359 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 150.00 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 60 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 0.0035 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 0.058 0.0122 0.0317 0.0338 Serviceability - 60 mph Wind 90 deg 150.00 0.073 0.0094 0.0419 0.0428 Page 34 Site Number: 5080 Code: ANSI/7IA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, I'L Engineering Number: OAA724054_C3_02 31112018 12:24:06 PM Customer: AT&T MOBILITY 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 126.00 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 0.052 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 150.00 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 0.0044 0.0044 Serviceability, 60 mph Wind 180 deg 200.00 0.090 0.0008 0.0915 0.0915 Serviceability - 60 mph Wind 210 deg 40.00 0.025 0.0148 0.0246 0.0284 Serviceability - 60 mph Wind 210 deg 110.00 0.052 0.0130 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 0.0141 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 185.00 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 U25 -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 185.00 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 188.75 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 Engineering Number: OAA724054 Engineer: Chrlstophe.Quenurn Date: 03/01/18 Design Base Loads (Factored) per TIA-222-G Foundation Mapped: Moment (Mu): Shear/Leg (V,): Compression/Leg (Pj: Uplift/Leg (Tj: 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 Wa terTable: Unit Weight of Sol[ Below Water Table: Friction Angle of Uplift from Top of Pad: Friction Angle of Uplift from Base of Pad: Uplift Angle Started at Top or Base of Pad (T/B): Ultimate Skin Friction: Ultimate Compressive Bearing Pressure: Capacity Increase (Due to Transient Loads): Bearing Strength Reduction Factor (0j: Uplift Strength Reduction Factor (0: Axial Capacities and Design Moment Weight of Concrete (Bouyancy Considered): Weight of Soil (Bouyancy Considered): Ultimate Skin Friction Resistance: Controlling Failure Mode (Top / Base): Nominal Uplift Capacity per Leg (�,T* Nominal Compressive Capacity per Leg (Q.): Pu: Tuiloj�: Pu/0,Pn: Depth (ft) Top Bottom 0.0 2.0 -0.5 Ultimate Lateral Bearing Pressure (psf) 0.0 600.0 Inflection Point (Below Ground Surface): Factored Design Moment At Inflection Point (Mu): . 2.41 k 58.1 k 0.0 k 1.0 ft 3.5 ft 0.50 ft 7.0 ft 4.0 ft 0.5 ft 50.0 pcf 62.4 pcf 10:0 pcf 55.0 pcf 30 Degrees 30 Degrees 0 psf 7000 psf 1.001 0.60 0.75 Program Lost Updated: 511312014 American Tower Corporation 20.2 k -2.4 k o.o k Top 13.3 k 205.8 k 166.2 k 0.00 Result: CK 0.81 Result: OK Increment 7�11 Cohesion (psf/ft) (pcf) (Psf) (degree) 100.0 F 110000 0 0 300.0 0 30 -0.5 ft -3.0 k-ft Site Name: Site Number: Engineering Number: Engineer: Date: Design Standard Per TIA-222-G Anchor Radius: Uplift (Factored - Pu): Shear (Factored - Vj: Berm Present: Design Anchor Rod: Relay Tower, FL 5080 OAA724054 Chr'istophe.Quenum 03/01/18 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 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 (4�): Shear Strength Reduction Factor (�J: Concrete Uplift Strength Reduction Factor (4j: Uplift Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance ((Vn): Pu / Wn: Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Nominal Shear Resistance (�,u: V. Ji Wn: Program Last Updated., 511312014 American Tower Corporation 77 401 pcf pcf pcf pcf Degrees psf psf 0.30 301 Degrees 301 Degrees 1.00 (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k 40.5 k k 031 Result: OK 0.4 k 308 psf 22.2 k 4 5_6� k 0.58 Result: OK Site Name: Site Number: Engineering Number: Engineer: Date: Design Standard per TIA-222-G Relay Tower, FL 5080 OAA724054 Chr'istophe.Quenum 03/01/18 Anchor Radius: Uplift (Factored - Pj: Shear (Factored - Vu): 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 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 (0j: Shear Strength Reduction Factor (0j: Concrete Uplift Strength Reduction Factor (O.J: �Am Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ulti - mate Uplift Resistance from Skin Friction: Nominal Factored Uplift Reslstance:(�uPj: P� / �A: Shear Program Last Updated., 511312014 American Tower Corporation 157.0 ft 55.0 k 57.6 k N N y 3.0 ft 1.5 ft A ft 3�06 ft 0.5 ft 50.0 pcf 10.0 pcf 62.4 pcf 47.6 pcf 30 Degrees 0 psf 500 psf 30 Degrees 30 Degrees 1.00 (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k 40.5 k 65.9� k 0.83 Result: CK Ultimate Shear Friction Resistance Due to Normal Force - Uplift: 0.0 k Passive Pressure: 308 psf Ultimate Passure Pressure Resistance: 212 k Nominal Shear Resistance (�,V�): 103.2 k V� / kv�: 0.56 Result: OK