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Home My WebLink AboutSTRUCTURAL ANALYSIS REPORTA AMERICAN TOWER° C O R P O R A T I O N Struct _r_a nalysis-Report Structure : 200 ft Guyed Tower ATC Site Name : Relay Tower, FL ATC Site Number : 5080 Engineering Number : OAA689592_C3_01 Proposed Carrier : Sprint Nextel Carrier Site Name : ATS - Relay-PSL Carrier Site Number : MI13XC051 FIL Site Location County Date : 1480 Dyer Rd Port Saint Lucie, FL 34952-2861 27.324511, 80.311247 Reviewed By: Aldin N. Tan, PE : Saint Lucie Structural Engineerly : November 15, 2016 �`��11at(IJ///) SI: NNEU BY St. Lucie County Max Usage 102% esult :_P_ass' s97� M 3 Prepared By: Amir H. Tabarestani, E.I. Structural Engineer II Reviewed By: Aldin Tan Nov 15 2016 3:24 PM No. 68883 :- STATE OF -Will i3111 W Aldin N. Tan, PE cosign ATC Tower Services, Inc 3500 Regency Parkway, Suite 100 Cary, NC 27518 FL ENG. No. 68383 FL COA No. 9053 COA: 9053 ATC Tower Services LLC-3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office- 919-466-5414 Fam-..amoriontower.com A AMERICAN TOWER• co nro •�Tiox Eng. Number OAA689592_C3_01 November 15, 2016 Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower SeMces LLC-3500 RegencyParkway, Suite 100-Cary, NC 27518-919-068-0112 Office-914466-5414 Fax-www.ameriontower.com AL AMERICANTOWER' COPI...II.. Introduction Eng. Number OAA689592_C3_01 November 15, 2016 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 200 ft guyed tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings BO Wireless Mapping, dated July 16, 2005 Foundation Drawing Broadcast Components, Inc. Foundation Mapping, dated July 28, 2005 Geotechnical Report Universal Engineering Sciences Project #19586-001-01, dated November 24,1997 Modifications ATC Engineering #73123875, dated October03, 2005 ATC Engineering #40642236, dated September 25, 2007 ATC Engineering #43651732, dated January11,2010 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 124 mph (3-Second Gust, V,up),160 mph (3-Second Gust, VuLT) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G/2012IBC /5th Ed. (2014) Florida Building Code Structure Class: II Exposure Category. C Topographic Category: 1 Spectral Response: Ss = 0.05, S1= 0.03 Site Gass: D - Stiff Soil Conclusion on the analysis results, the structure meets the requirements per the applicable codes listed above. wer`and foundation can suDDort the eciuipment as described in this report: t 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. ATCTower Services LLC-3500 Regency Parkway, Suite 100- Cary, NC27518-919468.0112 Office -M 466-5414 Fax- www.amerimntower.wm t A AMERICAN TOWER° cox,ox.Iio" Existing and Reserved Equipment Eng. Number OAA689592_C3_03 November 15, 2016 Page 2 Elevation' (ft) 4W Antenna MountType Lines Carrier Mount RAD 200.0 206.0 1 15' Omni -Grid Standoff (1)11/4" Coax Velocita Wireless 188.0 191.0 3 Kathrein 80010765 Sector Frames (12) 1 5/8"Coax (2) 3/8" Coax (2) 0.76" BAWG 6 (1) 0.39" FiberTrunk AT&T Mobility 2 Kathrein 8OD-10122/AP14/17- 880/1940/088D/ADT/JO( 4 Kathrein 742-265 6 Ericsson RRUS it (Band 12) (55 lb) 1 Raycap DC6-08-60-18-8F 4 RFSATM19801712-0 2 RFSATM192012B-0 6 Triasx DBC0037FIV1-1 12 Kathrein 86010025 172.0 172.0 9 Decibel DB848H90E-XY Sector Frames (9)15/8" Coax Sprint Nextel 161.0 161.0 6 JMAWirelessX7CQAP-665-VR0 Sector Frames (12)15/8"Coax Verizon 6 KaelusTBC0030FIV1-1 6 CSS DBC-7CAP V lbs) 6 CommscopeATSBT-TOP-FM-4G 150.0 150.0 3 RFSAPXV9ERR18-C Sector Frames (3)11/4" Hybriflex Sprint Nextel 3 Ericsson RRUS-11800MHz 3 Ericsson RRUS 31 B25 9 RFSACU-A20-N 127.0 127.0 3 Til-TekTA-819-1OV-39B Sector Frames (6)11/4" Coax 3 Til-TekTA-819-30H-39B 109.0 109.0 3 Til-TekTA-819-10V--39B Sector Frames (6)11/4"Coax Gogo 3 'rill-TekTA-819-30H-39B 82.0 82.0 1 T FM Antenna Leg (1)1/2" Coax 41.0 41.0 1 Scala HDCA-5/HCM Leg (1) 3/8" Coax Way Fm Media Equipment to be Removed Elevation' (ft) Antenna MountType Lines Carrier Mount PAD 150.0 150.0 3 1 Nokia FZHI (1) 0.87" Fber Sprint Nextel Proposed Equipment Elevation' (ft) I CttY Antenna MountType Lines Carrier Mount I RAD 150.0 150.0 3 1 Argus LLPX310R-V4 Sector Frames (3) 0.21" Cat Se (3) 0.87" Fiber (1)1" Conduit Sprint Nextel 3 Nokia FWHR 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax alongside existing Sprint Nextel coax. ATC Tower Services LLC-3500 Regency Parkway, Suite 100- Cary, NC 27518- 919 468,0112 OFice-919-4fi65414 Fax-www.amedcantower.com k 7 AMERICJ%MTOWERO cu x P o x A io• Structure Usages Eng. Number OAA689592_C3_01 November 15, 2016 Page 3 Structural Component Controlling Usage Pass/Fail Legs 102% Pass Diagonals 929/ Pass Horizontals 291Y Pass Guys 8391 Pass Foundations Reaction Component Analysis Reactions % of Usage Base Axial (kips) 188.1 95% Anchor 1 Uplift (kips) 15.9 40% Anchor 1 Shear (kips) 34.4 20% Anchor 2 Uplift (kips) 67.8 10296 Anchor 2 Shear (kips) 71.6 16% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway" Antenna Elevation Antenna Carrier Deflection Twist (') Sway (ft) (ft) (Rotation) (°) Nokia FWHR 150.0 Sprint Nextel 0.096 0.014 0.086 Argus LLPX310R-V4 'Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATCTew n-Services LLC-3500 Regency Parkway, Suite 10D- Cary, NC 27518- 919469-0112 OFfice-919-066-5414 Fax-www.americantower.mm A AMERICAN TOWER' c o R r o R c., o" Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services LLC-3500 Regency Parkway, Suite 100 - Cary, NC 27518-919-469-0112Office -919-46Gd414 Fax-www.ameriontower.com 02007-2016byATCIPLLC. Alldghtsresemed. Job Information Tower: 5080 Location: Relay Tower, FL Code: ANSIITIA-222-G Shape : Triangle Base Width: 4.00 It Client: Sprint Nextel 2DD.GO I Loads: 124 mph no ice Site Class: D Ss: 0.05 81: 0.03 Sections Properties 60 mph Serviceability Sect 14 195.O0 rig Ellis 185.3 m W 1 CHN 36 kal C10 x 15.3 CHN 36 kel C10 x 16.3 180.00 IT =1016 2 SOD 60 ksl 60D 6X6XO.3126 SAE 36 kal 1.6X1.6XO.1876 3 60D 60 ksl 60D 6X6XO.3125 SAE 36 kel 2X2XO.26 4 SOD 36 ksl 60D 4X4XO.376 SAE 36 kal 1.SX1.SXO.26 5 SOD 36 ksl 60D 4X4XO.26 SAE 36 ksl 1.6XI.5X9.126 Sect 12 6 60D 60 ksl SOD 4X4XO.26 SAE 36 kel 1.8X1.SXO.1875 7 600 60 ksl SOD 4X4XO.26 SAE 36 ksl 1.SXI.6XO.126 8 SOD 60 ksl SOD 4X4XO.26 SAE 38 ksl 1.76X1.76XO.1875 160.00 9 SOD 60 ksl SOD 3.6X3.6XO.26 SAE 36 ksl 1.76X1.76XO.1876 10 60D 60 ksl SOD 3.6X3.6XO.26 SAE 36 ksl 1.75X1.76XO.25 Seel11 11 SOD 50 ksl 60D 3.6X3.5XO.25 SAE 38 kal 1.6X1.6XO.1876 160.W 12 SOD 50 ksl SOD 3X3XO.375 SAE 36 kal 1.SX7.6XO.1876 13 60D 60 ks SOD 4X4XO.26 SAE 36 ksl 2X2XO.1875 14 SOD 60 ks' 60D 4X4XO.25 SAE 36 kel 2X2XO.1676 SAE 36 kal 1.75XI.76XO.1875 1qp: � 10 374 BRIDGE 16 SOD 50 ksi SOD 4X4XO.26 SAE 36 kal 1.76XI.76XO.1876 Sect 9 120.00 314 @ 120.0 Elev (ft) Type City Description 200.00 Whlp 1 15' Omni -Grid IT=y.A 200.00 Straight Arm 1 Standoff 188.00 Mounting Frame 3 Sector Frame 188.00 Panel 3 Kathreln Scala 80010766 Sect 8 188.00 Panel 2 Kathmin Scala 800-101221 API 188.00 Panel 4 Kathmin Scala 742.266 188.00 6 Ericsson RRUS 11 (Band 12) (55 100.00 188.00 1 Raycep DC648-60.18-OF silo EHS .0 188.00 4 RFS ATMI9801712.0 188.00 2 RFS ATMI92012B-O IT= a% 188.00 6 Trlasx DSC0037FIVI-1 Sect 7 188.00 12 Kathreln Scala 86010025 186.00 Other 1 Torque Arms 60_00 172.00 Mounting Frame 3 Sector Frame 172.00 Panel 9 Decibel DB848H90E-XY 161.00 Panel 6 JMA Wireless X7CQAP-666.VRO 161.00 Panel 6 Kaelus TBC0030FIV1.I Sect 0 161.00 Panel 6 CSS DBC-7CAP (7 Ibel 161.00 Panel 8 Commscope ATSBT-TOP-FM4G 12 EHS00.0 161.00 Mounting Frame 3 Sector Frame 60_00 160.00 Mounting Frame 3 Sector Frame IT=12% 160.00 Panel 3 RFSAPXV9ERR18-C 160.00 3 Ericsson RRUS-11 800 MHz 150.00 Panel 3 Ericsson RRUS 31 B26 see 5 12 ais @ 150.00 9 RFS ACU-A20-N 160.00 Panel 3 Argue LLPX310R-V4 40.00 1T= 1296 160.00 3 Nokia FWHR 127.00 Panel 3 TII-Tek TA-819.10V-398 127.00 Panel 3 TII-Tek TA-819.10H-3913 Sect 4 127.00 Mounting Frame 3 Sector Frame 109.00 Panel 3 TII-Tek TA-819-IOV-39B 25.00 109.00 Panel 3 TII-Tek TA-819.10H-3913 109.00 Mounting Frame 3 Sector Frame Sect 3 10_00 seat 2 20L � R: 14R: 157. Linear Eev 1 ) To City Descrl tlor 10.00 200.00 1 1114" Coax 10.00 188.00 2 318" Coax Tower: 5080 Location : Relay Tower, FL Code: ANSIITIA-222-G Shape: Triangle ®2007-2016byATCIPLLC. A//rightsreserved. Client: Sprint Nextel 10.00 188.00 6 16/8" Coax 10.00 188.00 6 16tall Coax 10.00 188.00 2 0.76" 8 AWG 6 10.00 188.00 1 0.39" Fiber Trunk 10.00 172.00 6 1 6/8" Coax 10.00 172.00 3 1 618" Coax 10.00 161.00 1 Wavegulde 10.00 161.00 12 1 file" Coax 10.00 150.00 1 1" Conduit 10.00 150.00 3 1 1/4" HybriOex 10.00 150.00 3 0.87" Fiber 10.00 150.00 3 0.21" Cat fie 10.00 127.00 1 Wavegulde 10.00 127.00 6 1114" Coax 10.00 109.00 6 1 1/4" Coax 10.00 82.00 1 112" Coax Base Width: 4.00 ft 02007-2016byATCIPLLC. AlIdghtsmemed. q@!K 3.0' :Ea Tower; 5080 Location: Relay Tower, FL Code: ANSIMA-222-G Shape : Triangle Base Width: 4.00 ft Client: Sprint Nextel Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth (0 ) Uplift (kip) Shear (kip) 149.00 0.00 0 16.84 34.29 149.00 0.00 240 16.93 34A4 149.00 0.00 120 16.81 34.22 157.00 0.00 0 67.75 71.61 � I r Site Number: 5080 Site Name: Relay Tower, FL Customer: Sprint Nextel Code: ANSIMA-222-G ® 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA689592_C3_01 11/15/201610:34:10 AM Analysis Parameters Location: Saint Lucie County, FL Height (ft): 200 Code: ANSI/fIA-222-G Base Elevation (ft): 0.00 Shape: Triangle Bottom Face Width (ft): 4.00 Tower Manufacturer: Mapped Top Face Width (ft): 4.00 Tower Type: Guyed Ice & Wind Parameters Structure Class: II Design Windspeed Without Ice: 124 mph Exposure Category: C Design Windspeed With Ice: 0 mph Topographic Category: 1 Operational Windspeed: 60 mph Crest Height: 0.0 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): 0.55 TL(sec): 12 p: 1.3 Cs: 0.030 Ss: 0.055 S, : 0.028 C,, Max: 0.033 Fe : 1.600 F,,: 2.400 Cs, Min: 0.030 Sa, : 0.059 Sa, : 0.045 1.21) + 1.6W Normal 1.21) + 1.6W 60 deg 1.21) + 1.6W 90 deg 1.21) + 1.6W 120 deg 1.2D + 1.6W 180 deg 1.21) + 1.6W 210 deg 1.21) + 1.6W 240 deg 1.21) + 1.6W 300 deg 1.21) + 1.6W 330 deg (1.2 + 0.2Sds) ' DL + E Normal (1.2 + 0.2Sds) ' DL + E 60 deg (1.2 + 0.2Sds) ' DL + E 90 deg (1.2 + 0.2Sds) ' DL + E 120 deg (1.2 + 0.2Sds) ' DL + E 180 deg (1.2 + 0.2Sds) ' DL + E 210 deg (1.2 + 0.2Sds) ' DL + E 240 deg (1.2 + 0.2Sds) ' DL + E 300 deg (1.2 + 0.2Sds) ' DL + E 330 deg (0.9 - 0.2Sds) ' DL + E Normal (0.9 - 0.2Sds) ' DL + E 60 deg (0.9 - 0.2Sds) ' OL + E 90 deg Load Cases 124 mph Normal to Face with No Ice 124 mph 60 degree with No Ice 124 mph 90 degree with No Ice 124 mph 120 degree with No Ice 124 mph 180 degree with No Ice 124 mph 210 degree with No Ice 124 mph 240 degree with No Ice 124 mph 300 degree with No Ice 124 mph 330 degree with No Ice Seismic Normal Seismic 60 deg Seismic 90 deg Seismic 120 deg Seismic 180 deg Seismic 210 deg Seismic 240 deg Seismic 300 deg Seismic 330 deg Seismic (Reduced DL) Normal Seismic (Reduced DL) 60 deg Seismic (Reduced DL) 90 deg Page 1 Site Number: 5080 Site Name: Relay Tower, FL Customer: Sprint Nextel (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) ' OL + E 300 deg (0.9 - 0.2Sds) ' DL + E 330 deg 1.OD + LOW Service Normal 1.OD + 1.OW Service 60 deg 1.OD + 1.OW Service 90 deg LOD + 1.OW Service 120 deg 1.013 + 1.OW Service 180 deg 1.013 + 1.OW Service 210 deg 1.01) + LOW Service 240 deg 1.01) + 1.OW Service 300 deg 1.01) + 1.OW Service 330 deg Code: ANSVTIA-222-G ® 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: 0AA689592_C3_01 Analysis Parameters Seismic (Reduced DL) 120 deg Seismic (Reduced DL) 180 deg Seismic (Reduced DL) 210 deg Seismic (Reduced DL) 240 deg Seismic (Reduced DL) 30O deg Seismic (Reduced DL) 330 deg Serviceability - 60 mph Wind Normal Serviceability- 60 mph Wind 60 deg Serviceability - 60 mph Wind 90 deg Serviceability - 60 mph Wind 120 deg Serviceability - 60 mph Wind 180 deg Serviceability - 60 mph Wind 210 deg Serviceability - 60 mph Wind 240 deg Serviceability - 60 mph Wind 300 deg Serviceability - 60 mph Wind 330 deg Page 2 11/15/2016 10:34:10 AM r r r Site Number: 5080 Site Name: Relay Tower, FL Customer: Sprint Nextel Code: ANSIir1A-222-G ® 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA689592_C3_01 Tower Loadinq Discrete ApDurtenance Prooerties 1.213.1.6w 11/15/2016 10:34:10 AM Elevation Description Qty Wt. EPA Length Width Depth K. Orient. Vert. M„ Q, F. (WQ P.(DQ (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (lb) 200.0 Standoff 1 120 3.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 49.00 200 173 200.0 15' Omni -Grid 1 75 13.4 15.0 3.0 3.0 1.00 1.00 6.0 5395.1 49.30 899 108 188.0 Kathrein Scala 860 12 1 0.2 0.6 2.4 2.0 0.80 0.50 3.0 171.1 48.53 57 21 188.0 Triasx 6 7 0.4 0.6 5.9 2.4 0.80 0.50 3.0 180.6 48.53 60 57 168.0 RFS ATM192012B-0 2 11 1.0 0.8 11.5 6.0 0.80 0.50 3.0 152.1 48.53 51 32 188.0 RFS ATM19801712-0 4 19 1.0 0.8 11.5 6.0 0.80 0.50 3.0 304.1 48.53 101 109 188.0 Raycap DC6-48-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 3.0 202.7 48.53 68 46 188.0 Ericsson RRUS 11 6 55 2.5 1.5 17.0 7.2 0.80 0.50 3.0 1197.4 48.53 399 475 188.0 Kathrein Scala 742- 4 51 7.6 6.3 10.3 5.3 0.80 0.80 3.0 3857.0 48.53 1286 292 188.0 Kathrein Scala 800- 2 62 7.6 6.3 10.3 5.9 0.80 0.82 3.0 1976.7 48.53 659 178 188.0 Kathrein Scala 800 3 52 8.5 6.3 11.8 6.0 0.80 0.79 3.0 3190.7 48.53 1064 224 188.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 48.36 1428 1296 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 48.20 983 720 172.0 Decibel DB848H90E- 9 28 8.4 8.0 6.5 8.0 0.80 0.93 0.0 0.0 47.47 3614 363 172.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 47.47 1401 1296 161.0 Commscope ATSBT- 6 2 0.2 0.5 3.7 2.0 0.80 0.50 0.0 0.0 46.81 31 16 161.0 CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 46.81 110 60 161.0 Kaelus 6 12 0.8 0.8 7.9 2.8 0.80 0.50 0.0 0.0 46.81 115 103 161.0 JMA Wireless 6 46 9.6 6.0 14.6 7.3 0.80 0.79 0.0 0.0 46.81 2305 399 161.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 46.81 1382 1296 150.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 3.0 95.2 46.31 32 13 150.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 3.0 233.5 46.31 78 114 150.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 3.0 367.3 46.31 122 242 150.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.50 3.0 571.4 46.31 190 233 150.0 Argus LLPX310R-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.73 3.0 1423.5 46.31 474 124 150.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.83 3.0 3018.6 46.31 1006 216 150.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 46.12 1362 1296 127.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 44.53 1472 1296 127.0 Til-TekTA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 44.53 1642 406 127.0 Til-TekTA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 44.53 2092 462 109.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 43.12 1425 1296 109.0 Til-Tek TA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 43.12 1590 406 109.0 Til-TekTA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 43.12 2026 462 82.00 2' FM Antenna 1 30 2.4 2.0 12.0 12.0 1.00 1.00 0.0 0.0 40.61 133 43 41.00 Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 35.10 95 30 Totals 132 9656 806.1 Discrete Appurtenance Properties 1.01)+1.0W Service Elevation Description (ft) City Wt. (lb) EPA (sf) Length Width (ft) (in) Depth (in) K. Orient. Factor Vert. Ecc.(ft) M„ (lb-ft) Q: (psf) F. (WL) (lb) P.(DQ (lb) 200.0 Standoff 1 120 3.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 11.47 29 120 200.0 15' Omni -Grid 1 75 13.4 15.0 3.0 3.0 1.00 1.00 6.0 789.5 11.54 132 75 188.0 Kathrein Scala 860 12 1 0.2 0.6 2.4 2.0 0.80 0.50 3.0 25.0 11.36 8 14 188.0 Triasx 6 7 0.4 0.6 5.9 2.4 0.80 0.50 3.0 26.4 11.36 9 40 188.0 RFS ATM192012B-0 2 11 1.0 0.8 11.5 6.0 0.80 0.50 3.0 22.3 11.36 7 22 188.0 RFS ATM19801712-0 4 19 1.0 0.8 11.5 6.0 0.80 0.50 3.0 44.5 11.36 15 76 188.0 Raycap DC6-48-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 3.0 29.7 11.36 10 32 188.0 Ericsson RRUS 11 6 55 2.5 1.5 17.0 7.2 0.80 0.50 3.0 175.2 11.36 58 330 188.0 Kathrein Scala 742- 4 51 7.6 6.3 10.3 5.3 0.80 0.80 3.0 564.4 11.36 188 203 188.0 Kathrein Scala 800- 2 62 7.6 6.3 10.3 5.9 0.80 0.82 3.0 289.3 11.36 96 123 188.0 Kathrein Scala 800 3 52 8.5 6.3 11.8 6.0 0.80 0.79 3.0 466A 11.36 156 155 Page 3 Site Number: 5080 Site Name: Relay Tower, FL Customer: Sprint Nextel Code: ANSIMA-222-G C 2007 - 2016 by ATC IP L.I.C. All rights reserved. Engineering Number: OAA689592_C3_01 Tower Loadin 11 /151201610:34:11 AM 188.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.32 209 900 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 11.29 144 500 172.0 Decibel DB848H90E- 9 2B 8.4 8.0 6.5 8.0 0.80 0.93 0.0 0.0 11.11 529 252 172.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 11.11 205 900 161.0 Commscope ATSBT- 6 2 0.2 0.5 3.7 2.0 0.80 0.50 0.0 0.0 10.96 4 11 161.0 CSS DBC-7CAP (7 6 7 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 10.96 16 42 161.0 Kaelus 6 12 0.8 0.8 7.9 2.8 0.80 0.50 0.0 0.0 10.96 17 71 161.0 JMA Wireless 6 46 9.6 6.0 14.6 7.3 0.80 0.79 0.0 0.0 10.96 337 277 161.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 10.96 202 900 150.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 3.0 13.9 10.84 5 9 150.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 3.0 34.2 10.84 11 80 150.0 Ericsson RRUS 31 3 56 1.6 1.4 11.8 9.3 0.80 0.50 3.0 53.8 10.84 18 168 150.0 Ericsson RRUS-11 3 54 2.5 1.4 17.8 9.2 0.80 0.50 3.0 83.6 10.84 28 162 150.0 Argus LLPX310R-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.73 3.0 208.3 10.84 69 86 150.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.83 3.0 441.7 10.84 147 150 150.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.0 10.80 199 900 127.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.43 215 900 127.0 Til-TekTA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 10.43 240 282 127.0 Til-TekTA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 10.43 306 321 109.0 Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.10 209 900 109.0 Til-TekTA-819-10H- 3 94 15.9 8.0 18.0 6.0 0.80 0.71 0.0 0.0 10.10 233 282 109.0 Til-Tek TA-819-10V- 3 107 20.3 8.0 24.0 8.0 0.80 0.71 0.0 0.0 10.10 296 321 82.00 2' FM Antenna 1 30 2.4 2.0 12.0 12.0 1.00 1.00 0.0 0.0 9.51 19 30 41.00 Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.0 8.22 14 21 Totals 132 9656 806.1 Page 4 Site Number: 5080 Site Name: Relay Tower, FL Customer: Sprint Nextel Linear Appurtenance Properties Code: ANSIJTIA-222-G ® 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA689592_C3_01 11/151201610:34:11 AM Tower Loadinq Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 10.00 200.0 11/4" Coax 1 1.55 0.66 0 3 Individual 0.00 N 0.00 1.00 0.00 10.00 188.0 0.39" Fiber Trunk 1 0.39 0.07 0 Lin App Individual 0.00 N 0.00 1.00 0.01 10.00 188.0 0.76" 8 AWG 6 2 0.76 0.53 50 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 189.0 1 5/8" Coax 6 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 188.0 1 5/8" Coax 6 1.98 1.04 33 3 Block 0.00 N 0.00 1.00 0.00 10.00 188.0 3/8" Coax 2 0.44 0.08 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 172.0 1518" Coax 3 1.98 1.04 0 2 Individual 0.00 N 1.00 1.00 0.00 10.00 172.0 1 5/8" Coax 6 1.98 1.04 33 1 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 1 5/8" Coax 12 1.98 1.04 50 2 Block 0.00 N 0.00 1.00 0.00 10.00 161.0 Waveguide 1 1.50 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 10.00 150.0 0.21" Cat 5e 3 0.21 0.02 0 1 Individual 0.00 N 0.00 1.00 0.01 10.00 150.0 0.87" Fiber 3 0.87 0.68 0 1 Individual 0.00 N 0.00 1.00 0.01 10.00 150.0 1 1/4" Hybriflex 3 1.54 1.00 67 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 150.0 1" Conduit 1 1.30 1.68 0 1 Individual 0.00 N 1.00 1.00 0.00 10.00 127.0 1 1/4" Coax 6 1.55 0.63 50 Lin App Block 0.00 N 0.00 1.00 0.00 10.00 127.0 Waveguide 1 1.50 6.00 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 82.00 1/2" Coax 1 0.63 0.15 0 3 Individual 0.00 N 1.00 1.00 0.00 10.00 41.00 3/8" Coax 1 0.44 0.08 0 3 Individual 0.00 N 1.00 1.00 0.00 Page 5 a_ IL V LL a L Q LL c �$a c U �a O z L d .3 N W O aa� W .-. to N ` z Q v 0 LL L c C CL E r - ( N r O O U J) Q u] o W O {FU O '- C Q N z 3 Q N + FS m p LL LL C%j o r N O p, N C m E w M J y CC s yy >th Mmom] V SON Ntm')�amDr tOO O V MfON mvNmMN O)m •f ONi N � M M m n n m m Y M m ]m.-mv m �n NmN M{{yy voo JOmMn Y Nm'-a}nC'1N N N^'' t0 a a M N N N O e�.�I OrV NN�vy� W MM�mm N N� Mfh N)N N� ] o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 =r m�W ON VM V th 0�l �QfO'J y N ] 0 0 0 0 0 0 0 0 0 0 0 > C 0 0 C 0 0 0 0 o 0 0 0 0 0 0 0 i c o 0 o g o c o o c c o 0 0 I m rw W CMi, " av n n r m m 0 0 ]lei aMN M r00m OODMinOfn O M O O M n n a g O n 0 0 0 ]nmefOOO�OVOm O)N �NNNN��° ]00000000000000 i00000000000000 ]00000000000000 �00000000000000 ]0000000a000000 ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RCI!7quw] V:MNovLnr�n� V N N fV fV fV fV IV fV N fV N tV [V N n M M N N N Cl! Cl! N N N N N 0 ] o 0 0 0 0 0 0 0 0 0 0 0 0 0 U O ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A > O O O O O O O O O O G O C G T 9 ]M oo M l.nv�no n000M fq ]rmvo v) v.-o v om mm v yy N p yy aa yy. D qCi� p. nnNV NNV MQ C f V Y d V Q C O oM] M t•M> N N N -iD N000 ag0aaaQnm IL 0 0 0 0 m 0 0 A W MGwm,O - �n- �n co 11 a IL C• LLnl 0 0 z W y t 3 a H O W d p Q CD m cx n c E - N r p U O Q N O m O 0 co 3 CD O Q N _ + p Co LL 0 N �n r M � c O r O a N C m w Eco w J rn 9 VmN POO IA MO LNG {O{pp CV Q W- M N N m m m m N W O W m m m n Q M m N M M m rom.-mv min �nmNM{yvoo N Omrnn vNm� V nr7 {{�� N N'� rm O.-O m SON M d'V MM N{{VV N m �0> NOI NM OOO)O10 n v � mN��NNNN Nr1•'l� 0000000000000000 N J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �000000cococcoo iMC MN Mr mOmOM M(np fnOC O W ANMN fIO Ym�e� NmVa'O'Vr ! n NO0W Mmmm m n ] o o 000000000000 iccc000cc000000 > O o 0 0 0 0 0 0 0 0 0 0 0 0 �00000000000000 ] o 0 0 0 0 0 0 0 0 0 0 0 0 0 ] m OR m m m m m m m m m OR m m i o c c o 0 0 0 0 0 0 0 0 o c iNr(LR�cicq N-: J N N N N fV fV fV N IV fV fV fV fV fV - o m rn m m n n M n o MM6N N NNfyN NNNO > 0 0 0 0 0 0 0 0 0 0 0 0 0 - > o 0 0 0 0 0 0 0 0 0 0 0 0 0 > o 0 0 0 0 0 0 0 0 0 0 0 0 o y i0000000c000coo 0 U O > 0 0 0 0 0 0 0 0 m 0 i C C C6666O G O O G C C T V ]Moots nn �m0 n OOOM CO) > n m o m O p O Q O m 0 M Q b i'r'ayyimNN NNN-am aO am V o N O Cirp rprp N� NM Vth4 C i v v^ V v Y V C M M m N N N 0 r v v v v c 0 0 0 m m 0 0 �'O��GCOO Nr�m- - rnn�n M� � � �� OOmnmm VMN� fn � II % a_ v ll v LLa N LL � a O — M 0 a W CSz t_ 3 a m v O W .. 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GAO+A BTGA bo Ji V O N A J V WOO W� 0000000000 0000000000� 0000000000� 0000000000� mTV mm.N �t0 TOi N NN((N,JJNNNN N NI N +lwOmO NOUiN mm 000OOoo000, m mGo mm, iy iA 'm 'm'm 0000o00000� o 0 0 0 0 0 0 0 0 o to V 0 0 0 0 0 0 0 0 0 0 1 G G O O C C O G G C I J Jmmb J JW m-` Amyy Lob PN+INw m N A+ m U W N A m m m V W N W m Wm AU mOA(W(ppr IVT NJ Om i4 mm:14 OOooOOOOOOc o c00000cooc 0000000000c N NNNN + + N AOmDN+tmJ NA N W 4 O O O O O O O O O O C w Amm J O O N W N m N m m+ V m i W A m+ ww��W— JA OO1N pJ JfmOm01 W N m U U A A m+ m l U m m m m N N W++ m N m J N m V m+ W O m O W fT A A+ W m I cn m r oom CL c 0 m 0 m v = O G1 0 S�p m OTI Q + O � D � C � C W O j D O_ o to O w O m D m n O O O A F 3 7 D W O a 's 0 CD S y Z O P n� � N Q o � V m ari n ry + N W A U m J m f0 0+ N W A fT + W m V W + + + + + + + + OOU 4100C. m o0000000 >0000mcl m ,mp pw (mmm w m W o w A PC ,�Ai mA ,mA mA m% AAA NO F. O fNJT tVD AUwI W +O 6 mtOW A N NW AWmmmJA W N Amio me AO+Afn O.tA pu VG G W O O O V O m A J V w o O w m � o00000000000o00c0 m 00000$ occ000c O O O O O G 0 0 0 0 0 0 0 0 0 O ei 'm' o000000000000001 +000000000000001 O V m w m m V m m N m m O f0 N N(N(�11NN NN NNN NN N N N OmA+N+Lo to ON 6 Dto m W 00000000c000coo 000000000000000 o 000a0000000000 000000000000000 0000000000000co N N N N N m d m A N N W A Nt0 m V A AU W m C AC+AVI OA m J W O O O J O m A V J W O O W m m 0 7 OOpQpp mmV 9.8wAASwn moA (W(pp O ^y m OOppNNV ONW OWDm W Am J J. 00000000000000o m c cc000000000000 �� 000000000000000 � m>A>AN m+mmN(�IUJNmm(� .PON P S A m A m A N A m N+ w N A N m W v n � N Q K 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S mmm OJom m W mOAmO mmNNN S m NmWtwO+00w1J mmNN Po O O A W W N m U U m A m+ m W r O = G N (A 0 m m o z z () +NW Amm VmmO+NW A 3 3 O+mJN000004Ai fml10N0 1 M = O mwpptm�wmw- i�mpmp�,Amm o o N T N 0 �il AANOmNOtVw ME m + Z 1 S mmao ANN WA NCOmmJA l0 (,j G m maoo Ao� AtNaa V ry — - O C CDA W O O O V O m A V J wO O W T - r O C ;a o000000o0ooOoo m o0000000000000 O m � i-i d o0000000000000 O N N N N N N N N N � ww O V m W m m V m m w m O N N N N ......... 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C d m uoi LL' N C z z o 2 2 ib 05 co U M N MOO V IO �G NONE Wm y_Wy V OOm�N ��O(pp V ��Op O {y� c Mmn m O N.'-tW+1NMf0 tW0 tnOmNN�nV � p LL LL m N d NNN N�� na N N LL (NOO�OaI tnO ImON m V Vmm N LL`-' rnO nVV W N� NNn m W WIO ImD VOND �00 �^, OWO m pNIO LL� tm7T Qmm W NN rOtm0 (V V V nI0 N LL 6 O O O O O^ a O O O O O O O O O O O O O O O O a NrWmOONNNN OWiNtW�Iv N-Nm V v N N N O O ¢C O O p o0000000000000o p aaOO Z W.yv GGGGCGGOGCOOCCO Z W •y.• L_ OJ (000 3 �G V Mr mAMNOI�nn of W 00 p 4 1�l�CO �' y •"' OfhV o WW Yp WW W nnaO N LL W W W C1 W m N m n W W W W W W `7 N d a NO V W f •O N N m yy W m O N W pp W W n n W W W W W W'- W Y1 0 r IA 0 0 'o Gp �- 14L6r W N Q N''O'nW of Wn N Q COI'O1mN�t0 o Ooo o OoO0O0O0OoOoOooo oOaooooooE o aE 0000 Fc anao V o Ooo a o00000000000000 � O O O O W W W W IO IO IO IIOO IO IO IO IO IO IO IO IO IO W W W W W m W W W W W W W W W W W 0 o)�occ000cooOcoOo a000 eq 7 tO N- IWn . aMnaa In M7 M =� N N N N N U N NNN NNNIVNNNN N N m W n O W O W W � N W W n f0 IO m W n O N N N O m m .- N N Cl!NN N N N N O 000�-• O OCOC CGGGOGOGOG� y O O O O C O O O O O O O O O O O O O O O C O O O O y Qy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y Q O' O'OO OO v O O O C C C G G O G O 0 0 0 0 v O W O W O O O O W O O O O O m N O "' O O O O O O O O O O O O O O Io N O a ao a 0000000000000 OS O O O O Q N O O O O O O O O O O O O O O O Q y N? N L 3v IppO y LO 3 W Wo o mne00o{� O Won o o om W 0IOY to We7 Woi Ov n V V O W W y co . �y v0001 O h0 WOING AW O yyC +W LL oeWO<nrNNOmp: ❑LLLL O aObri WOaa m-mW t7 W Woo N y d'y6 `' mNNN LE yLL C V VmmmNNN LL C 0 0 0 0 W IO 0 0 0 0 0 0 a 0 0 0 0 a OO j IO WOO O O C N O a O Q. W WW �-m-a aONWe O -T N O. W i3 m W E m d E II j C 3co II ? C o aa Wq _ aa N p N M O N Of C N O N N O� V N m W- W V {N(N�N WNm{f��(fC��OO NNNO'�f00��tn0 u+N m V V m m N tO+I (W(��rn �100 m aOOWOOtNO nW O O O O O O O O O O O O O O O O NONyIO WOE rMIOw W N m I� WO N N N N W N m V N 000000000000000 o 0000a000000000 O OOOOOoco00o000 pOOmr -qml7NVIW W OOn V MNWr a mm 6w WO tnO OC W moomrn�Won000m orWaoln day ov,o Wminv m^ n f^WOINNNNN.V-� W W 000000000000000 000000000000oc0 oW0000000000000 000000000000000 000000000000000 000000000000000 �N��IWnv`�ionm'avin�� N N N fV N N N N N N N N IV fV N W O W W N W W r W W m W n o NNtyNN N N NO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C O O O O O O O o 0 0 0 0 0 0 o y C O O O O C O O C G C C O C C •C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O G O G G C O C O O O O O O G a WmoomnnvWon000m N On W pO1O ��-OYtO(V�I W m IO< vvyy m�nf^W W NN NNN��pV yyW WWW ggclV PIa NRCI m V V V V O V C O Y O O i M m N N N �- W W 0000 000000 00 IL OOONOWIACGOOO W W OO C W W W ""�OCCN I� W� •�O �WrWm� II _ W � s E ^ mmtn�l�V m�NONO�m0f0p O qq�� aaL mOONI N� N��NmmtrDN48 m c m ov Qm.-MNN�mmnmmnQ Q-MwmrnQ a+ w C � m 0 G N�MNM tO mwm 10 mm � � LL LL a m mm�mam mmmNmmQoo M m� mQ min mmNm m�Q�yy00 O NOmmrQNm�QrmN NN"'mOV d NNNH"tNO O�A�NN � � LLa mmN N LL._. m QQ M NN a ^ 'y^ N� �N�NimDONn om°'oo Vn 'a p y v mm w0 NOmimm NftmVOmm W Q LL m N N N N V r N LL WORN n m N N N N uT N' � N N m N O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N � v y� ® mm Vp ��}} O tNtNVV mmONNNNN�N�m �� .N•r m�mONNNNNmN�m ttVV Q � G �n IO Q N N p �c O O O O O O o 0 0 0 0 0 0 0 0 is 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I o o000000O000000o p oOOOOOOO00000OO (� U Z W- WWWooW00000000o Z W� 0000c000W000000 Q 3 yy 4C m Q wmm M mOr N NV V OO w thNQhnn 00 p p V � �,:CY, NN IT Imp, of OJ 00 m N a W W v Q rim 0f7 QCW N vaW ai oin rco N a v W O CM V Om �OQ $mmmnnW c mmmmm coN mN M rtOmmmmm �) MN f7r Q V% r m QNMmm�p Nm �OQ 'O N N MOy?m mONm m mrrm W'nr="mi�l� W0 NN{D(h1AMmgm � Qv IV ^r: Q v ' �t'CC Cl) ' Cl) aLLL 0 CL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L O O O O O O O O O O O O O O O E C E ra v o o oco o o oo o oo Wo o E Fc00000W00000cWoo V00000000000a000 Z m O ''� v 000Ooo 000000000 v N .N-•a 0000000000000Oo o00000000000Ooo d 00 0000000000000 h m �O mm min mm m m mm1011OO d C CS m OR m m m m m m m m m m m m m m m m m m m m OR m m m m m m m p C O O O C W C O G G C C C G C G O O O O O C O O O C C G C C C U W M m'NmN OmmN ppm0 mmmNmNO mm r• N m0 Q Yf Mr <-% mN mHNQMM -tQ Qm q N U mN�mN Y1Q MM Q N N N N N N iV iV N fV N N Cl N fV iV N iV N N fV fV lV Cl fV iV fV fV (V m O m m ryrym r m m M m n 0 m O m m t� m m r m m m m n 0 d m M -: N N N Cl! N N N N N Cl!0 C O C C O O C O C C C O C C � d O O C O C G C G G C 0 0 0 0 .-• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t O O O O O O O O O O O O O O O C O O O O O O O O O O O O O O O y QN 0 0 0 6 0 6 6 6 0 6 y �v 000000000000000 •C � 000000000000000 6 6 6 6 6 L CD N 1A qo0000000000000o o U a a N m o- U U o0000000000000o U m o00000000000000 d aaQQQOOO0000000 C G G 66 O C C O W a a 0 0 O a C < w' G C G O O C O O C G QQ Q aC O ._. O . • 'v_ Cl) • . a_ Cl) (� mm'OOmnramOn000m �?Q t° L U'v mmoomnnamon000 O cc O In to • 4! ` Or OR,t wmQ 7O�Qy w f0 �,, n Q NQ r oQ o m m m Q v� v NOm m M'rtO OiwNNNN Q u� .... 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Ll n. o 3 Z d Z G n N +NW ANm Jmm O+NW Am A (' m 3 3 ry m O d W awmJm++...+++++ O mV NOOO+W A mJm m m m �p 3 'O y d Mm Q O 'py p O OfT SmG OOOOmmOCfNOm p O N .l OO OOOOOOCOTm+ p j N m + O O + + + — + + m m 9).4 O) fO s- O O O O++++ N L� LIB (D CD cn �J R M O rP N T O) O) CD P fD T -n d Q l mmJ WV OONmN Vmm Vt T d G m 00 N + O N D (�ryp + N NN W tOM AN N,fNi)A N m m�1V A w N D ` - CD CC N AfN tO mOAO+A (nCAp)�IO OJOVtAV VWOp Wm �� CD CC T G WOO £ G r .. a .. NW D Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 o j D 2 + p y oco 0000co ocoo 00 .., p L� N N -� oob 000000 0000 op S N CDO S cmi+ Z O n �• O y D a OOOoOO oOb boob b b c000bobbob00000 j D N 000000boo m b00000 - d m +00000 000000boo G NIJ IJ IJ IJ NNIJ {J iJ+lJ 4f-+ m O V O W m m V m m N+ m m O m n W.P +N�fWO LJ O fWTONOmiNmf�O m p 0 o00000000000000 � n � m '� y G O C G G O O O G O C O 0 0 0 0 CD N CD A m. O O O O O O O O O O O O O O O O O �+ z q L% d 0 0 0 0 0 0 G O G O 0 0 0 bb b bbb d -n Q o v p w D NNN AN Aw y D�" �' N mm N,LNJANmmmV Aut t0 mOA O+A fT CdW V G aim WOOOV OfnAV VwOOWm y O D O O N N 9 3 m OOmJ tmO �AA(t�T ONCOAlWpO y m 3 D S ,tmO pVppp O Op N VON A W �� S N D yf (Vjl W'='Mw m N �i O M a IN ww (�, p� oo 000 Ooa 000000000 Z I o O O 9 S S S N f<] V m + N + N + W WJOL�lmO tOOO��omm J+Am+ V� N W AOA W W utNOL+V fwli ONo�tmON Ln� Ln� ._. � v C< V O OOO OOOOOOOOOOOO NO OI �Q„g NN O NLNii A� NAN (A(��Amm N �Om N V m m sgl D O m m J O N A m+ O A N O 0 � 9 Pe <J Wm mm Ut N NN W W Qe C � (1 IJ V W O m W m W GG11 O O m+ m W m O m O A m O W + m D v C ... Omi m m mOOOA m+W m N w — m yy rA+N N " A + A tmp V mW V V fm0 AtWD OmO ONE _ � z i � � f ramNNrnommmommnm �iiv�Morn rnamo �i�m tyi, coi umi a m `o om�omomMAm�moo J N MMN NN h NMIA()NM M J n a � � m Nrrnmmm.o rnrnm S N v V m m M N N- m y N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O r N O m�mmn�o m aovM m a'nmr�ow rnm�m� NO N N�N�� .n-• -O O CN O O O O O O O o 0 0 0 0 0 0 0 N V C O OO G O O O O O G C C O O N� rnoMi,N anoo tp, sm vivo mma mM, 0' a y M N M n m m m m m O co N � N M m M O N m }m m A n m m m C m NO m m m O n m 0 0 •- 1 Ih NO O^Nmr �+ ` C'itCCd pjNpjm L o a E L.L o000000000000o c0 c OOO Oo o co OOo 000 0 E z ° 2 � oy0��000000y0�0000o U v OR m m OR m CC! 0 N M M M W W Nq G m oOd000000OdOoo U w m'N {{ppN O mm I Nm0 N 4D N m C M M Itq O M vi lV N N fV N N tV N N N N lV N N o m m" NN m m r m m M m n 0 M M -: N N N N N N N N N N O 00000000000000 � 'mo 0000000000000o G O O O O O O O C O C C O O y •C O U N '� 00000000000000 N o �- 00000000000000 � U C LL M O O M A n V m O A 0 0 0 M ((0 3 - S( nmy o000mmmv A fp O aI N N N N G� OI (C y v O N z X�X + m N LL O C m m m A N m N O O r M r m m M mmmm W ❑ o � NomA•C cdr�c �6 �6 � O LL fn ��'Ooocrnoi a m pp m 0 0 0 0 0 00 O O M O O LL O W Mr M—Q a C CN I cd— �� C N y y �mrmM� 23 m m E p rn m n m m a M N � U Z Z o No c N f J C7 vl y U f a_ 9UD W Oj COOOM W t Mwm a ��}} �N� Nv C OfT mW m .... m 11 LL " m M ro m m m o n m N o o M M m m v m m o m LL d N N N m m m m m M M LL n N N N m m m m m '"y O mOm'C O�-•Of �N OnmmO n N' O�- NNmm N m y mN0 Ln M W m'C� mNDM UD m Nn, Mm mm m M M M M M N— N � M � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o y-5 O O O O O O O O O O O Ow �infwwamul anN W MmNMI�tnNtmOQM �a m'NM �marmmNm�mm�MMm m m �c my^nmmNmNrn n v O W 0 0 W O O o 0 0 0 0 0 0 0 0 0 0 0 0 W c o c c c 0 0 0 0 do e�i�`rMmNaMNra{m�nmnm�m�m o$o- v nr`q oMNn� w O mao le w OMvommmrnmE MNMr�mmm C0 �y o%m vONV �00OCOD• OOihO pp V r NON Imo c lc! p.(R �. Q N 'C Q.y-. N �m'n n'O� N� t+j'rmmONOtV mOm NN a 000000000000000 00000000000� Fnc ddOOdO00o0o000o c� F c v00000000000m 60000000000 v N d 00000000000000o 000000000000000 o0000000000a. 0 c 000000000000000 o00000000000000 o0oom000000 mmmmmmmmmmm Q 0 mN^ mmmVM Maf Rm mCl! -: mmm Vm MV: V U lV tV fV N N N N N N tV N N N N N U N fV fV fV fV N fV tV N N N m O m m N m m A m m M m r 0 m O m m {y m CO n m m N N N N N N M M 1: N N N Cl! N N N N N N O G G G O C O G O O G C O C O N M M 7N N O C O cc G G G G O O Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o0000000000000o C y Q 0 0 0 0 0 0 0 0 0 0 0 o0000000000 y� v C O G 00000 CO OOOCC O co p� y C C C CG OOOOC C m � 000000000000000 m � o " o0000000aoo 00000000000000 o 'Z o0000000000 4 y o00o000co000o00 � Q19 00000Oc0000 m MOOM An d'mo ommmv t% 2r o r V: ovo N o rmyoma� o��vyy,NNmrn�v, v0o Novow n0O! W v t7 mmmOm Q .y.. t7� Ntp`! 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Z PPPPPPPPPPPPPPP D g;aa Z OOO000O00000000 �D 000a y o00000o0ooa0000 + o 0000 o 0 o 0 0 0 a a o O o0000000000000o + o y r. 000a 0000 00000000000000o c o o G o N a N M O M o 0 0 o O o 0 0 0 0 0 0 0 0 o j D O o O o 0 0 0 O o 0 O o O 0 0 o000000co00000o D O m O O O O aoa o000oc0coc0o0oc o00000000 00 0 000 'm 000CD m'' o000000 00000000 y pp M pp O G IV IJ IV NNN NIJ lJ lJ+W(J� O V {D W tit A J W W N+ W W O W ONNNNNNNN�� WW+ O V m w o W J o W w W O w ONNN O V w W NNfN(JJNNNNNNNNN NNN 0 NN NNNNNN NN N NNN f7 NN4N(�f N O wW A+N�Waa NOJNV OW WN(.� OwW A+N+, MONTNUtww OWA+ m 0 o00000000000000 OOoo m a 000000000000000 WWWWWWWWWWWWWW WW WWWa 0000 g m 000000000000000 V1 V1N iT VfNfT W(ll (T oiW N G G C G O C C C O C O O O C O '� (p 0 0 0 0 0 0 0 0 0 0 0 0 0 O CD O O O O O� n. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z O O O O O O O O O O O O O O O _0 p N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p O O O O O 0000 7 3 0000oocoOO0000O o00000000000Oo0 � T c cr II VV N N N N W W OC ANNW A fJ �o (p 0) V A W y D + N+ + JOoP)N WfO fD 0f0 WJ W WNN N D �' + O) VN+ 1 (7 OAO+AtrOp W V O O �� OO V1 VGVI Vt��W t[pO Wo1 W V W W A W NO A w N N J V W+WW A O N A (D w O O O J O W A J J w O W W W J w W N y O O D Z o Wp AfwT�O A W O ^y WW 00 tW0 A.np O A(W(ppO ^y OOWV D O W OOpJppp QJ�pp fWO [WD OWVVo A OOA O �� p PD WVW WVW OO.p OfNT OAO y9 �a S WV OO.p A. m D ANNV o 4www fJOAO 7• A(JI�NJ fwJW W O O O O O O O O O O O O O O O N V a O O O O O O O O O O O O O O O yy a 0 0 0 0 N 41 000000000000000 � N o00000000000000 � N O O O o 0000 Iw 0 C O J p-O—N+V + - (D W WW VfWn WOIOOWDWI + f+fTT+JCD AOA O�+VfwJf W+tWpN W fVJ+Atn+to AOA W OfAsiN O� NW +fWDN V W AOA W W W OWC fT fn VU .•. � 0 00 0 000000000000 � o 000000000000 000 o 0000 c ONfNIi ANNAN (A(,am N+O W N V v T 3 WO+-N+W(wNmw am (pp�� W V W O O W W V O N A W+ O A W O W W o1w W 0+ w W N W V N A W V J N J 0 W Wmamom""(N� Pm wWUi WJJWWWNN(N Co ..: Ww r OO fNT+m�tOi1 N OOW10A W O W v OO N-O V fOJ fa a ma A MOW OOm- W pp VAtWiI T `P' N ((�� pp WOAg mwg� W J .-. M �� a W OW T ((off� A m Ci pWj W WNO+�NfoD fOl�m� to <wn W J W w V V W J A+ I T f O W W N W A+V VO J f p W O t 0 W f O O t p N N W A V O U f V N N W 2 O 0 LL L �E E d ' z o Z N .v1 m U _a LL � LL � a v a) 6 O O v aH yc_ 7 W W N E E �- O rn - Q N V O a 2J_ 0 r: o Z U N !q O ❑ U N OI 8N cn m o - m 0 o d 3 0 cD 0 Q y O TS + 15M O LL ti c Cr n N v N C � (D a Y 0 w e CD E w� U K 0 J y f mm�-.-mmmmmmNNr � L Of mm0 M �mm� VQm O m )con cm+l cpi coi dim mo�mnNoo N N N m m m m m M M .��mv�mm.-MmNrmNO DN�m��r-•N mGmO mtnA NO'm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O um.-mmn�ommm aoa M NON r �00000000000000 �<000000000oo{�c}}oo Op T rm cl) VIr�, INS• r (000 �MaoNmn�m�Gommcc m VNM mm �••pp N m '00 PrN�NmO�MVm m� mn ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 io 000000c000coo )o 000000000a000 �o 00000 oo 000000 I W GOD m m m GOD m m m GOD GOD COG Om Om io 0000000000000 )N.-mmmQMM d'vm Mr 1 N N lV t•! Cl N N N Cl N Cl N iV N N M-: N N N N N J N N N N N O 1 OOOOOOCCO CO. 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L E w O co L d v a) U d � Q Cl) FI Cl) o c q — •2 a y d 'U) .2 3 O 0 Q + m li N pC � � K N c_ tnDr M ' OrDO �GmO Han ��O mm O O O O O O O O O O O O O O O OWW N v N M r m m m r w N m N m m O m I� c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 o 000c0000000cco V ��mMN Vr r n N0000 0M vMNmiMn�mw�cromoo �ommrnm.-�mm�n N'tC'f� 000I00101 m tV (pm r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 00000000000a000 O 00000000000000 cq R m R m N m m m R R m IA m m m m N m m m m m m m m m m m oc0000000000000 M D)' NmNOmm N� mo m N m m m V M M V< m MM r N N N NNNNfVN fV NhiM N m N N N N N N N N N N N 0 O. OO OOOC OOO OO OOO O. OO O. OOP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m U 0 000000000000000 000000000000000 o 000ccc ccooccco a m M OO M rnamoroo o M y oi�n`aiaiNNNNGNy�GOm�•c;'v m m m m n N m N O O r M r m m a'ryom rv7nNmmmmm E _ �oodoai of Gd r)co co 0 m m 0 0 0 0 0 0 0 0 0 0 0 0 LL GDON aw W a a g o 0 IAm0 o C �mrmM� m v�`�ommrmmvMN� to n L y. rn a .. . Site Number 5080 Code: ANSIMA-222-G m2007- 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM Customer. Sprint Nextel Force/Stress Summa Section: 1 BASE Max Compression Member Pu (kip) Bot Elev (ft): 0.00 Len Bracing Load Case (ft) X Y Height (ft): % Z KLIR 2.000 Fy Phic Pn Num (ksi) (kip) Bolts Shear Bear Num phiRnv phiRn Use Holes (kip) (kip) % Controls LEG CHN - C10 x 15.3 -97.31 1.2D + 1.6W 3.06 100 100 100 51.4 36.0 126.57 0 0 0.00 0.00 76 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 Pu Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ks) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ CHN-CIO x 15.3 43.17 1.2D+1.6W 36 58 145.48 0 0 0.00 0.00 29 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0 Section: 2 8 '- 2 Bays Bot Elev (ft): 2.00 Height (ft): 8.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (Idp) (kip) % Controls LEG 60D - 60D 5X5X0.3125 -68.10 1.2D + 1.6W 4.00 100 100 100 40.3 50.0 121.06 0 0 0.00 0.00 56 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 -2.33 1.2D+1.6W 5.657 50 50 50 117.9 36.0 8.26 1 1 9.72 10.44 28 Member Shear Bear Pu Fy Fu PhitPn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 2.17 1.213 + 1.6W 36 58 13.47 1 1 9.72 7.09 30 Bolt Bear Section: 3 15'-3 Bays Bot Elev (ft): 10.00 Height (ft): 15.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 6OD 5X5XO.3125 -71.65 1.21D + 1.6W 5.00 100 100 100 50A 50.0 113.22 0 0 0.00 0.00 63 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2X2X0.25 -2.16 1.2D + 1.6W 6.403 50 50 50 103.7 36.0 17.29 1 1 9.72 13.92 22 Bolt Shear Shear Bear Pu Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2X2X0.25 1.43 1.21D + 1.6W 90 36 58 25.57 1 1 9.72 9.45 15 Bolt Bear Page 14 Site Number. 5080 Site Name: Relay Tower, FL Customer. Sprint Nextel Section: 4 15'-3 Bays Max Compression Member Code: ANSI/TIA-222-G 02007- 2016 by ATC IP I.I.C. All rights reserved. Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM Force/Stress Summary Bot Elev (ft): 25.00 Height (ft): 15.000 Shear Bear Pu Len Bracing % F'Y Phic Pn Num Num phiRnv phiRn Use (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-6DD4X4XO.376-71.651.21D+1.6W 5.00 100 100 100 64.4 36.0 74.50 0 0 0.00 0.00 96 Member 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 -2A9 1.2D+1.6W 6.403 50 50 50 131.6 36.0 8.99 1 1 9.72 13.92 27 Member Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.25 3.42 1.2D + 1.6W 330 36 58 17.41 1 1 9.72 9.45 36 Bolt Bear Section: 5 Modified Bot Elev (ft): 40.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D 4X4X0.25 -64.20 1.2D + 1.6W 5.00 100 100 100 0.0 0.0 110.41 0 0 0.00 0.00 58 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.125 -4.43 1.2D + 1.6W 6.403 50 50 50 129.8 36.0 4.80 1 1 9.72 6.96 92 Member Z Max Tension Member Pu (Idp) Load Case Fy Fu (ksi) (ksi) Ph0 Pn Num (kip) Bolts Shear Num phiRnv Hales (kip) Bear phiRn Use (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.6X0.125 1.90 1.213+1.6W 36 58 9.20 1 1 9.72 4.72 40 Bolt Bear Section: 6 20'-4 Bays Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % FY Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (it) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 6OD 4X4XO.25 -60.76 1.213 + 1.6W 5.00 50 50 50 31.6 43.5 71.25 0 0 0.00 0.00 85 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 -4.04 1.2D + 1.6W 6.403 50 50 50 131.1 36.0 6.95 1 1 9.72 10.44 58 Member Z Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.013 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 2.94 1.2D + 1.6W 90 36 58 13.47 1 1 9.72 7.09 41 Bolt Bear Page 15 Site Number. 5080 Code: ANSIITIA-222-G 02007-2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number. OAA689592_C3_01 11/151201610:34:12 AM Customer. Sprint Nextel Force/Stress Summary Section: 7 20'-4 Bays Bot Elev (ft): 80.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (it) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 -57.80 1.2D + 1.6W 4.97 50 50 50 31.4 43.5 71.29 0 0 0.00 0.00 81 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-1.5X1.5X0.125 -3.97 1.2D + 1.6W 6.384 50 50 50 129.4 36.0 4.83 1 1 9.72 6.96 82 MemberZ Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.125 2.58 1.213+1.6W 36 58 9.20 1 1 9.72 4.72 54 Boll Bear Section: 8 20'-4 Bays Bot Elev (ft): 100.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ks) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D 4X4X0.25 -60.891.21)+1.6W 5.00 50 50 50 31.6 43.5 71.25 0 0 0.00 0.00 85 MemberZ HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 -5.14 1.21)+ 1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 52 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 4.01 1.213 + 1.6W 330 36 58 16.44 1 1 9.72 7.09 56 Bolt Bear Section: 9 20'-4 Bays Bot Elev (ft): 120.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (it) X Y Z KLIR (ksi) (kip) Botts Holes (kip) (kip) % Controls LEG 1. r r . r 1 r r r rt�iii�rii r rrr r r r t MemberZ HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 -5.40 1.21)+1.6W 6.403 50 50 50 114.0 36.0 10.15 1 1 9.72 10.44 55 Bolt Shear Shear Bear Pu Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 4.78 1.21) + 1.6W 90 36 58 16.44 1 1 9.72 7.09 67 Bolt Bear Page 16 Site Number. 5080 Code: ANSI/TIA-222-G ® 2007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number. OAA689592_C3_01 11/151201610:34:12 AM Customer. Sprint Nextel Force/Stress Summary Section: 10 Modified Bot Elev (ft): 140.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % FY Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D 3.5X3.5X0. -41.571.21)+1.6W 5.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 40 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.25 -8.25 1.2D + 1.6W 90 6.403 50 50 50 114.5 36.0 13.16 1 1 9.72 13.92 84 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Tension Member (kip) Load Case (ksi) (ksi) (lop) Bolts Holes (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE -1.75X1.75X0.25 8.10 1.213+1.6W 90 36 58 21.33 1 1 9.72 9.45 85 Bolt Bear Section: 11 Modified Bot Elev (ft): 150.0 Height (ft): 10.000 Shear Bear Pu Len Bracing % P y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3.5X3.5X0. -48.40 1.2D + 1.6W 90 5.00 100 100 100 0.0 0.0 102.05 0 0 0.00 0.00 47 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 -4.96 1.213 + 1.6W 6.403 50 50 50 131.1 36.0 6.95 1 1 9.72 10.44 71 Member Z Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member NO Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D-60D 3.5X3.5X0. 10.59 1.213+1.6W 120 50 65 76.05 0 0 0.00 0.00 13 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 4.81 1.2D + 1.6W 210 36 58 13.47 1 1 9.72 7.09 67 Bolt Bear Section: 12 10 - fixed Bot Elev (ft): 160.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % FY Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (lop) Bolts Holes (kip) (kip) % Controls LEG 600- 60D 3X3X0.375 54.10 1.2D + 1.6W 60 6.00 100 100 100 0.0 0.0 88.66 0 0 0.00 0.00 61 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 -4.12 1.213+1.6W 6.403 50 50 50 131.1 36.0 6.95 1 1 9.72 10.44 59 Member Shear Bear Pu Fy Fu Phlt Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 3X3X0.375 18.25 1.2D + 1.6W 120 50 65 94.95 0 0 0.00 0.00 19 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.5X1.5X0.1875 3.76 1.2D+ 1.6W 120 36 58 13A7 1 1 9.72 7.09 53 Bolt Bear Page 17 • 4 Site Number: 5080 Site Name: Relay Tower, FL Customer. Sprint Nextel Code: ANSI/rIA-222-G ®2007-2016 by ATC IP LLC. All rights reserved. Engineering Number. OAA689592_C3_01 11/16/2016 10:34:12 AM Force/Stress Summa Section: 13 11-1 Bot Elev (ft): 180.0 Height (ft): 5.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 -15.11 1.2D + 1.6W 5.00 100 100 100 63.2 43.5 58.91 0 0 0.00 0.00 25 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2X2X0.1875 -6.60 1.213+1.6W 6.403 50 50 50 103.1 36.0 13.23 1 1 9.72 10.44 67 Bolt Shear Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D -6OD 4X4XO.25 11.47 1.2D+ 1.6W 180 50 65 87.30 0 0 0.00 0.00 13 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2X2X0.1875 6.30 1.2D+1.6W210 36 58 19.50 1 1 9.72 7.09 88 Bolt Bear Section: 14 11-2 Bot Elev (ft): 185.0 Height (ft): 11.250 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 -18.2g 1.21) + 1.6W 3.75 100 100 100 47A 43.5 65.82 0 0 0.00 0.00 27 Member Z HORIZSAE-1.75XI.75X0.18 -0.87 1.2D + 1.6W 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 12 Member Z DIAG SAE-2X2X0.1875 4.41 1.21)+1.6W 5A83 50 50 50 92.6 36.0 14.75 1 1 9.72 10.44 45 Boll Shear Shear Bear Pu Fy Fu Ph8 Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 60D - 60D 4X4X0.25 14.65 1.213 + 1.6W 180 50 65 87.30 0 0 0.00 0.00 16 Member HORIZ SAE-1.75X1.75X0.18 0.93 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 4 Member DIAG SAE - 2X2X0.1875 4.64 1.2D + 1.6W 210 36 58 19.50 1 1 9.72 7.09 65 Bolt Bear Section: 15 11-3 Bot Elev (ft): 196.2 Height (ft): 3.750 1 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (Idp) % Controls LEG 60D-6OD4X4XO.25 -0.10 1.2D+1.6W 3.75 100 100 100 47.4 43.5 65.82 0 0 0.00 0.00 0 Member HORIZSAE-1.75X1.75X0.18 -0.01 1.20+1.6W 4.000 100 100 100 139.9 36.0 7.16 0 0 0.00 0.00 0 Member DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Shear Bear kt Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (Idp) A Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SAE-1.75Xl.75X0.18 0.01 1.2D + 1.6W 36 58 20.12 0 0 0.00 0.00 0 Member DIAG 0.00 0 0 0.00 0 0 0.00 0.00 0 Page 18 J o O O 0 O O O O O n 0 0 o a o a n a ra m m to _ z am um am G0 am am am am am ON CN am GM SN CN N �WjaON tP-"9)60+ W&-98"aO(� tpt00t &ao �WNOrnb+ NNN.+�NOON .!&D p�� ,N ,554 WOfNJ��O o fWTNO� J+WtNDNN �WJNW OW tA0 tA00AAOW +rWm W+NN +ONWWON O�ON InA wwaw a �1+0+ tO 00t0 [OO 01 O O O(TNNN N,tIWtpDpAbLLAV �16&6Q�Q��fWD OOSNNWN N666AAw L,V,pp, ,f�TO�WW OSONNNN OONAAb W OWo .Oi00Ni �mAA(li0� NWIJJ�WJ Atop mrn(O1fTT�`N WmAWAON tNDANVWfW00 WAW+Owam WWOWIN"m N O f W (� W W N W W [ �.1 W ' ZJ f J i O aLJ N=p.1�a mbwAboo W-bbAN 66 WNNWN bSo W bo.00 nl, Vbrn1W1��b bISOWrnN>�> t�tJJ (w(JJ�N�nO W WOAA ANA�JIWil toil AWOJ6�N AA WtwOW w NAAV tN Jm�tWim fWO UNi WOWAA AANNNW I u: a m 0 Ic n CD m C O a z CCD Q K 0' N D z D 0) W D N I� IW 0 �ry � �( _N w � O (D O J N J YJ a U � 1- Q W a N A O O N O 'n MI UI NN N � Q T Wln WAW cl OO COM ION�nCNJNm ONNNW_MM OOMMWNq OMWWWA_V ONVgMAW OV OJAAM_M OVV fp<Nrl� O7 710(DNMO O OAvv�t4 (Q GOGvq�ln t[j argOD �fQ� CNgv-fgN 0ODv Me-(QN CLOD qO q.-,o to COG vtr ^fQN O Zy L' tOV AA WA<O e-(D 10 fp N(O Cl! 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I U NI W Q m amp I;N�-M ao1 -"aw OOOIIOON OAYII�WOW OOOOWO� 1 YI WNNWWW N q q Ml-A YMtg1 mOM NWdd?Wq a-I�-MW^^ ONNWNd 1��-ONWOQ) Nr'WOR MWIOIO nO dWM 7mnm �{mm ;mw SOOOOOJm N OOJv q�-IA f4 OOJY��(Q (Q OO YY�WW 9WTtlDrn qw N{nW�v ON U?CV �OQ Ih GWgN�I�C) GO(?fj�YV GON Z Op��aa}� W W I� W( NW 0�W N W O NdddWN O W1�1`M Ip Ip I MM WMW Ol VW MMNNW Wd 1O M Ip�W NNN 0 MW W71ONNW W MS$W W W O1r WO1 Oi gwm OD IOM L' M Wddd00 IO n(7 C%�%' wMddhN 1A O7 tT Q-� WVdCWNW -C?C? Orr WO77WNN ANvgI? W�I�W nN'TC?Q?DO? WW nO?'Tc -- 9 nggNv vU? n'T tV tV 0O?� ny CV N fi III f`th III III II I II II I z rn a .� aaaI aMN 000OONI* OONNOON OOO7OdW OONIOOmW M OOOOO<O aa�ag�}}y OOMMOp NI MNNO- dOd Op N1O� am m8ii NN IOO-: Cli q 4nma NION Od�?N C4 Mnww R R q OA ONN OMM IOM�- NOO hi s C OtjN000 OOhGOG 001�I`OCO OOOQ OC O{aj (y QQO)h [?'W 999 dC?�(O C?Owdq m^ OGIN IN G P?RI CG«1 U u`1 ma ma ma ma ma ma ma ma ma ma ma ma ma ma ma ma m N N LL W N W CD Ol Of a a a CC M M M O 'r W W W Z rn N o C 'y� U) N () co co W ? O N N O O O o E E N N o 0 0 0 + + + + + + Z Z 0 0 0 0 0 0 VJ 0 0 0 0 0 e®®' a••, 2 2 y 2((. \ %4 am am ° am uv-- am am - am a §&��;\R;� ƒ SO # \% a!lwAA4 )¥&!(§4 P.P, q }&AQ / aw ! WE;W,k0 :B,v�b L.wq E#,& Cl) ®&., wi, �!l±t:! w \ Ba@e&4t aW„ww� j�®®Q§: /2jb w 0) ,a, w ¥ 0 § f ® Site Number. 5080 Code: ANSIMA-222- 02007- 2016 by ATC IP LLC. All rights2 rved. Site Name: Relay Tower, FL Engineering Number. OAA689592_C3_01 11/1512016 10:34:12 AM Customer. Sprint Nextel Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth ( C) Uplift (kip) Shear (kip) 149.00 0.00 0 15.84 34.29 149.00 0.00 240 15.93 34.44 149.00 0.00 120 15.81 34.22 157.00 0.00 0 67.75 71.51 157.00 0.00 240 67.44 71.39 157.00 0.00 120 67.76 71.56 Maximum Cable Forces Summary Allow Applied Elevation Anchor Tower Tension Tension Use Load Case (ft) Cable Node Node (kip) (kip) % 1.2D+ 1.6W 90 deg 45.00 112 EHS Ala 11b 16.14 10.44 65 1.2D + 1.6W 90 deg 60.00 1l2 EHS Ala 14b 16.14 11.81 73 1.213+ 1.6W 90 deg 94.97 9116 EHS Ala 22b 21.00 16.07 77 1.213 + 1.6W 90 deg 120.00 314 EHS A2a 28b 34.98 28.56 82 1213 + 1.6W 90 deg 140.00 314 BRIDGE A2a 32b 40.80 29.87 73 1.2D + 1.6W 210 deg 185.00 5l8 EHS A2 T6b 25.44 21.07 83 Page 26 . o Site Number. 5080 Code: ANSITHA-222-G 02007- 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689592_C3_01 11/15/2016 10:34:12 AM Customer. Sprint Nextel Deflections and Rotations Load Case Elevation (it) Deflection (it) Twist (deg) Sway (deg) Resultant (deg) 124 mph Normal to Face with No Ice 40.00 0.467 0.0002 0.5626 0.5626 124 mph Normal to Face with No Ice 80.05 0.878 0.0010 0.5698 0.6698 124 mph Normal to Face with No Ice 110.00 1.167 0.0019 0.6033 0.6033 124 mph Normal to Face with No Ice 125.00 1.329 0.0021 0.7144 0.7144 124 mph Normal to Face with No Ice 150.00 1.673 0.0006 1.0707 1.0707 124 mph Normal to Face with No Ice 160.00 1.817 0.0006 0.7535 0.7535 124 mph Normal to Face with No Ice 170.00 1.930 0.0031 0.5772 0.5772 124 mph Normal to Face with No Ice 185.00 2.053 0.0059 0.4413 0.4413 124 mph Normal to Face with No Ice 188.75 2.088 0.0059 0.7760 0.7760 124 mph Normal to Face with No Ice 200.00 2.260 0.0057 1.9533 1.9533 124 mph 60 degree with No Ice 40.00 0.276 0.0433 0.2944 0.2971 124 mph 60 degree with No Ice 80.05 0.494 0.0466 0.2874 0.2907 124 mph 60 degree with No Ice 110.00 0.634 0.0512 0.2880 0.2925 124 mph 60 degree with No Ice 125.00 0.714 0.0543 OA007 0.4037 124 mph 60 degree with No Ice 150.00 0.923 0.0840 0.4369 0.4441 124 mph 60 degree with No Ice 160.00 1.007 0.0775 0.3928 0.4004 124 mph 60 degree with No Ice 170.00 1.060 0.0674 0.2468 0.2559 124 mph 60 degree with No Ice 185.00 1.088 0.0890 0.1811 0.2016 124 mph 60 degree with No Ice 188.75 1.098 0.1069 0.3527 0.3686 124 mph 60 degree with No Ice 200.00 1.138 0.1372 0.9297 0.9389 124 mph 90 degree with No Ice 40.00 0.381 0.0905 0.4592 0.4676 124 mph 90 degree with No Ice 80.05 0.731 0.0796 0.5057 0.5114 124 mph 90 degree with No Ice 110.00 0.986 0.0669 0.5246 0.5282 124 mph 90 degree with No Ice 125.00 1.122 0.0591 0.6070 0.6093 124 mph 90 degree with No Ice 150.00 1.409 0.0320 0.3679 0.3691 124 mph 90 degree with No Ice 160.00 1.521 0.0247 0.5366 0.5372 124 mph 90 degree with No Ice 170.00 1.600 0.0186 0.3927 0.3930 124 mph 90 degree with No Ice 185.00 1.665 -0.0055 0.3626 0.3626 124 mph 90 degree with No Ice 188.75 1.684 -0.0121 0.1611 0.1612 124 mph 90 degree with No Ice 200.00 1.730 -0.0191 0.2853 0.2859 124 mph 120 degree with No Ice 40.OD OA70 -0.0154 0.5691 0.5693 124 mph 120 degree with No Ice 80.05 0.887 -0.0166 0.5847 0.5850 124 mph 120 degree with No Ice 110.00 1.181 -0.0163 0.6083 0.6086 124 mph 120 degree with No Ice 125.00 1.343 -0.0172 0.7095 0.7097 124 mph 120 degree with No Ice 150.00 1.679 -0.0592 0.6622 0.6649 124 mph 120 degree with No Ice 160.00 1.813 -0.0512 0.6754 0.6773 124 mph 120 degree with No Ice 170.00 1.915 -0.D406 0.5094 0.5100 124 mph 120 degree with No Ice 185.00 2.012 -0.0727 0.4504 0.4563 124 mph 120 degree with No Ice 188.75 2.040 -0.1016 0.3871 0.3980 124 mph 120 degree with No Ice 200.00 2.135 -0.1422 0.9704 0.9808 124 mph 180 degree with No Ice 40.00 0.275 0.0024 0.2879 0.2879 124 mph 180 degree with No Ice 80.05 0.490 0.0030 0.2816 0.2816 124 mph 180 degree with No Ice 110.00 0.626 O.OD37 0.2765 0.2765 124 mph 180 degree with No Ice 125.00 0.703 0.0047 0.3922 0.3922 124 mph 180 degree with No Ice 150.00 0.913 0.0021 0.7472 0.7472 124 mph 180 degree with No Ice 160.00 1.002 0.0011 0.4440 0.4440 124 mph 180 degree with No Ice 170.00 1.062 0.0027 0.2796 0.2796 124 mph 180 degree with No Ice 185.00 1.106 0.0034 0.1417 0.1418 124 mph 180 degree with No Ice 188.75 1.121 0.0033 0.4690 0.4690 124 mph 180 degree with No Ice 200.00 1.232 0.0035 1.6106 1.6106 124 mph 210 degree with No Ice 40.00 0.379 0.1126 0.4648 OA676 124 mph 210 degree with No Ice 80.05 0.727 0.1030 OA980 0.5079 124 mph 210 degree with No Ice 110.00 0.978 0.0917 0.5196 0.5267 124 mph 210 degree with No Ice 125.00 1.112 0.0857 0.6070 0.6120 124 mph 210 degree with No Ice 150.00 1.406 0.1027 0.7733 0.7798 Page 27 0 (' (Q_�O} W a t0 m o w n W m O m O oO�� O r p r1 W�m�O W I OIOO g A m m N fD f0 O N o r n Q o UI O N a N f^ w V m as wN an fw0 fnp InY CIT NN N VO' Q V NN {Olm V Nf0 fm0 V M(00 l00 0000 000 00 0000 0000 00 00 00 00 O . 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O C O O O O O O O O C O O O O O O O O O O O O O O O O O O O O O G C C C C G G O G O C C o�'i m" �n'tQoVrpp E;� oo min' o$ �g d+m �o mrn vco uNiN nm.W-r'rnGo n �� Wa 0 0 0 0 0 0 0 � oa oN o0� oo �o Go as a- o� �o o t0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f0 Ol ' O O O O O O O O O O O O O O O O 0 0o co 00 ocoo 00 0o qcj ¢¢ cjq qq cjq ooco cj cj 4cjq cjo 0000 000 00 000000 oc o0 00 00 ooc O O � � � hN cq n OND V qt l7 W W O O � 'It Cq n g O O O O r m n W '; Q O O 1� r O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N a as wn ca an as u a nn na as 4c Ma na 0aw o o Oo aaoO mm as mn nm u m as Oo o m C ON mO OO ON OO O� �O CO �N 100 f00 nON DODO CG �N �00 f00 ACDm OO U� Nh tOprm mO OO �N �� GOD CODO CC1 6N Nt00 d 0" O N QaD � .- �N QGD �� r-� �� N QO �� ter• �r•�- NQ Or• C-r•'-�-�- �-N Qm ------- 8 8 8 8 8 O O 0 0 8 8 U O D U U 0 0 0 8 U 8 8 O U 8 8 8 8 O O U U U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z gl.§ mill Gil i m m m m m m m m m m m m m m m m 0 m m m 0 m m m m m m m m 2 12 e NL 22 LE �'� 2'N 2� EN N@ ED2 EE '2 2E! 2E 222R12 2 - - - - - - - - - - NN a a a a a 9 9 a 9 9 a a a a 9 a 9 9 9 a 9 9 9 9 9 a a a a 9 9 9 9 a a m m m m m m m m m W m m m m 0 0 0 0 0 oQ oQ v a p v v a v v o 0 0 0 0 0 0 0 0 0 0l� Gon M m m m m n m€€€€€€€€€ 0€€ E N N N N N N N N N N N N N N N m m m m m m m m m m l�G m mmmm mmm m 0 0 0 0 Z Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 L L L L L L t L L L L L L L L L L L L L L L L t L L L L L L L L L L L Z Z Z Z Z Z Z Z d am mama am a m d d d d d m m d mama m d m m d 6 6 d d d 6 d 0 0 0 U U U U U U U U U U U E EE EE EE EE EE EE EE EE EE EE EE EE EE EE EE E E E EE EE EE E E E E E E E E E a Q Q Q a Q v Q Q Q a Q Q Q Q a Q Q v Q Q Q v a Q Q v Q Q Q Q Q Q e Q T !' 0 0 OM H N M M M M T M (n fp fp NN mN UJ u)u) (ON W m 0 0 0 0 0 0 a a m a a a a Z Z Z Z Z Z t O t O f O t O t 0 t 0w U U U U U U U U U U V U U E E E E E E E E E E E E E Mn N IG N N M N N N N N N_ N co co f%m U)U) Ny WU) W C%fA P. a Site Number. 5080 Site Name: Relay Tower, FL Customer. Sprint Neldel Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg Mt Seismic 90 deg Mt Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 90 deg M2 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M1 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 120 deg M2 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Seismic 180 deg M1 Code: ANSVTIA-222-G 02007- 2016 by ATC IP LLC. All rights reserved. Engineering Number. OAA689592_C3_O1 11/15/2016 10:34:12 AM 185.00 0.015 0.0001 0.0053 0.0053 188.75 0.015 0.0001 0.0068 0.0068 200.00 0.017 0.0001 0.0153 0.0153 40.00 0.002 0.0001 0.0040 0.0040 80.05 0.002 0.0001 0.0105 0.0105 110.00 0.003 0.0001 0.0132 0.0132 125.00 0.005 0.0001 0.0074 0.0074 150.00 0.007 0.0001 0.0118 0.0118 160.00 0.008 0.0001 0.0123 0.0123 170.00 0.010 0.0001 0.0086 0.0086 185.00 0.012 0.0001 0.0082 0.0082 188.75 0.012 0.0001 0.0097 0.0097 200.00 0.015 0.0001 0.0202 0.0202 40.00 0.003 0.0001 0.0052 0.0052 80.05 0.004 0.0001 0.0122 0.0122 110.00 0.006 0.0001 0.0160 0.0160 125.00 0.009 0.0001 0.0095 0.0095 150.00 0.011 0.0001 0.0123 0.0123 160.00 0.013 0.0001 0.0119 0.0119 170.00 0.014 0.0001 0.0070 0.0070 185.00 0.015 -0.0001 0.0057 0.0057 188.75 0.016 -0.0001 0.0073 0.0073 200.00 0.017 -0.0001 0.0179 0.0179 40.00 0.002 0.0001 0.0041 0.0041 80.05 0.002 0.0001 0.0104 0.0104 110.00 0.003 0.0001 0.0143 0.0143 125.00 0.005 0.0001 0.0075 0.0075 150.00 0.007 0.0001 0.0115 0.0115 160.00 0.009 0.0001 0.0122 0.0122 170.00 0.010 0.0001 0.0086 0.0086 185.00 0.012 0.0000 0.0082 0.0082 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.015 0.0000 0.0214 0.0214 40.00 0.003 0.0001 0.0051 0.0051 80.05 0.004 0.0001 0.0114 0.0114 110.00 0.006 0.0001 0.0165 0.0165 125.00 0.009 0.0002 0.0100 0.0100 150.00 0.011 0.0001 0.0121 0.0121 160.00 0.013 0.0001 0.0113 0.0113 170.00 0.014 0.0001 0.0074 0.0074 185.00 0.015 -0.0001 0.0058 0.0058 188.75 0.016 -0.0001 0.0073 0.0073 200.00 0.018 0.0000 0.0168 0,0168 40.00 0.002 0.0001 0.0040 0.0040 80.05 0.002 0.0001 0.0100 0.0100 110.00 0.003 0.0001 0.0146 0.0146 125.00 0.005 0.0001 0.0080 0.0080 150.00 0,007 0.0001 0.0112 0.0112 160.00 0.009 0.0001 0.0116 0.0116 170.00 0.010 0.0001 0.0090 0.0090 185.00 0.012 0.0000 0.0083 0.0083 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.015 0.0000 0.0202 0.0202 40.00 0.003 0.0001 0.0040 0.0040 80.05 0.004 0.0001 0.0122 0.0122 110.00 0.006 0.0001 0.0142 0,0142 125.00 0.008 0.0002 0.0097 0.0097 150.00 0.011 0.0001 0.0130 0.0130 160.00 0.013 0.0001 0.0114 0.0114 170.00 0.014 0.0000 0.0073 0.0073 185.00 0.015 0.0000 0.0057 0.0057 188.75 0.015 0.0000 0.0072 0.0072 Page 29 Site Number. 5080 Site Name: Relay Tower, FL Customer. Sprint Nextel Seismic 180 deg M1 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 180 deg M2 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg M1 Seismic 210 deg Mt Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 210 deg M2 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M1 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 240 deg M2 Seismic 300 deg M1 Seismic 300 deg M1 Seismic 300 deg M1 Seismic 300 deg Mt Seismic 300 deg Mt Seismic 300 deg M1 Seismic 300 deg M1 Seismic 300 deg M1 Seismic 300 deg M1 Seismic 300 deg M1 Seismic 300 deg M2 Code: ANSI A-22213 02007-2016 by ATC IP LLC. All rights reserved. Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM 200.00 0.017 0.0000 0.0130 0.0130 40.00 0.002 0.0001 0.0037 0.0037 80.05 0.002 0.0001 0.0103 0.0103 110.00 0.003 0.0001 0.0129 0.0129 125.00 0.005 0.0002 0.0077 0.0077 150.00 0.007 0.0001 0.0122 0.0122 160.00 0.009 0.0001 0.0118 0.0118 170.00 0.010 0.0000 0.0089 0.0089 185.00 0.012 0.0000 0.0083 0.0083 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.014 0.0000 0.0162 0.0162 40.00 0.003 0.0001 0.0047 0.0047 80.05 0.004 0.0001 0.0118 0.0118 110.00 0.006 0.0001 0.0157 0.0157 125.00 0.008 0.0002 0.0099 0.0099 150.00 0.011 0.0001 0.0125 0.0125 160.00 0.013 0.0001 0.0108 0.0108 170.00 0.014 0.0000 0.0071 0.0071 185.00 0.015 0.0000 0.0055 0.0055 188.75 0.015 0.0000 0.0069 0.0069 200.00 0.017 0.0000 0.0132 0.0132 40.00 0.002 0.0001 0.0039 0.0039 80.05 0.002 0.0001 0.0101 0.0101 110.00 0.003 0.0001 0.0141 0.0141 125.00 0.005 0.0002 0.0081 0.0081 150.00 0.007 0.0001 0.0119 0.0119 160.00 0.009 0.0001 0.0116 0.0116 170.00 0.010 0.0000 0.0091 0.0091 185.00 0.012 0.0000 0.0084 0.0084 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.015 0.0000 0.0176 0.0176 40.00 0.003 0.0001 0.0051 0.0051 80.05 0.004 0.0001 0.0114 0.0114 110.00 0.006 0.0001 0.0165 0.0165 125.00 0.009 0.0002 0.0100 0.0100 150.00 0.011 0.0001 0.0121 0.0121 160.00 0.013 0.0001 0.0113 0.0113 170.00 0.014 0.0000 0.0074 0.0074 185.00 0.015 0.0001 0.0058 0.0058 188.75 0.016 0.0001 0.0073 0.0073 200.00 0.018 0.0000 0.0168 0.0168 40.00 0.002 0.0001 0.0040 0.0040 80.05 0.002 0.0001 0.0100 0.0100 110.00 0.003 0.0001 0.0146 0.0146 125.00 0.005 0.0002 0.0080 0.0080 150.00 0.007 0.0001 0.0112 0.0112 160.00 0.009 0.0001 0.0116 0.0116 170.00 0.010 0.0000 0.0090 0.0090 185.00 0.012 0.0000 0.0083 0.0083 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.015 0.0000 0.0202 0.0202 40.00 0.003 0.0001 0.0050 0.0050 80.05 0.004 0.0001 0.0123 0.0123 110.00 0.006 0.0001 0.0146 0.0145 125.00 0.008 0.0001 0.0091 0.0091 150.00 0.011 0.0001 0.0123 0.0123 160.00 0.012 0.0001 0.0116 0.0116 170.00 0.014 0.0001 0.0067 0.0067 185.00 0.015 0.0001 0.0053 0.0053 188.75 0.015 0.0000 0.0068 0.0068 200.00 0.017 0.0000 0,0153 0.0153 40.00 0.002 0.0001 0.0040 0.0040 Page 30 Site Number. 5080 Site Name: Relay Tower, FL Customer. Sprint Nextel Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 300 deg M2 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M1 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic 330 deg M2 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal M1 Seismic (Reduced DL) Normal Mt Seismic (Reduced DL) Normal Mt Seismic (Reduced DL) Normal Mt Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Nommal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) Normal M2 Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg Mt Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg Mt Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg M1 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Seismic (Reduced DL) 60 deg M2 Code: ANSI/TIA-222-G 02007-2016 by ATC IP LLC. All rights reserved. Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM 80.05 0.002 0.0001 0.0105 0.0105 110.00 0.003 0.0001 0.0132 0.0132 125.00 0.005 0.0001 0.0074 0.0074 150.00 0.007 0.0001 0.0118 0.0118 160.00 0.008 0,0001 0.0123 0.0123 170.00 0.010 0.0001 0.0086 0.0086 185.00 0.012 0.0000 0.0082 0.0082 188.75 0.012 0.0000 0.0097 0.0097 200.00 0.015 0.0000 0.0202 0.0202 40.00 0.003 0.0001 0.0046 0.0046 80.05 0.004 0.0001 0.0119 0.0119 110.00 0.006 0.0001 0.0156 0.0156 125.00 0.008 0.0001 0.0098 0.0098 150.00 0.011 0.0001 0.0123 0.0123 160.00 0.013 0.0001 0.0112 0.0112 170.00 0.014 0.0001 0.0071 0.0071 185.00 0.015 0.0001 0.0055 0.0055 188.75 0.015 0.0000 0.0068 0.0068 200.00 0.017 0.0000 0.0132 0.0132 40.00 0.002 0.0001 0.0039 0.0039 80.05 0.002 0.0001 0.0102 0.0102 110.00 0.003 0.0001 0.0140 0.0140 125.00 0.005 0.0001 0.0081 0.0081 150.00 0.007 0.0001 0.0118 0.0118 160.00 0.009 0.0001 0.0119 0.0119 170.00 0.010 0.0001 0.0091 0.0091 185.00 0.012 0.0000 0.0084 0.0084 188.75 0.012 0.0000 0.0096 0.0096 200.00 0.015 0.0000 0.0176 0.0176 40.00 0.003 0.0001 0.0039 0.0039 80.05 0.004 0.0001 0.0100 0.0100 110.00 0.006 0.0001 0.0153 0.0153 125.00 0.009 0.0001 0.0101 0.0101 150.00 0.011 0.0001 0.0117 0.0117 160.00 0.013 0.0001 0.0102 0.0102 170.00 0.014 0.0001 0.0076 0.0076 185.00 0.015 0.0001 0.0058 0.0058 188.75 0.015 0.0001 0.0070 0.0070 200.00 0.017 0.0001 0.0130 0.0130 40.00 0.002 0.0001 0.0034 0.0034 80.05 0.002 0.0001 0.0088 0.0088 110.00 0.003 0.0001 0.0134 0.0134 125.00 0.005 0.0001 0.0081 0.0081 150.00 0.007 0.0001 0.0109 0.0109 160.00 0.009 0.0001 0.0105 0.0105 170.00 0.010 0.0001 0.0092 0.0092 185.00 0.012 0.0001 0.0083 0.0083 188.75 0.012 0.0001 0.0094 0.0094 200.00 0.014 0.0001 0.0161 0.0161 40.00 0.003 0.0001 0.0047 0.0047 80.05 0.004 0.0001 0.0114 0.0114 110.00 0.006 0.0001 0.0135 0.0135 125.00 0.008 0.0001 0.0089 0.0089 150.00 0.011 0.0001 0.0117 0.0117 160.00 0.012 0.0001 0.0110 0.0110 170.00 0.013 0.0001 0.0067 0.0067 185.00 0.015 0.0001 0.0052 0.0052 188.75 0.015 0.0001 0.0067 0.0067 200.00 0.017 0.0001 0.0152 0.0152 40.00 0.002 0.0001 0.0037 0.0037 80.05 0.002 0.0001 0.0095 0.0095 110.00 0.003 0.0001 0.0122 0.0122 Page 31 a Y t Site Number. 5080 Code: ANSIMA-222-G ®2007- 2016 by ATC IP LLC. All nghts reserved. Site Name: Relay Tower, FL Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM Customer. Sprint Nextel Seismic (Reduced OL) 60 deg M2 125.00 0.004 0.0001 0.0072 0.0072 Seismic (Reduced DL) 60 deg M2 150.00 0.007 0.0001 0.0112 0.0112 Seismic (Reduced DL) 60 deg M2 166.00 0.008 0.0001 0.0117 0.0117 Seismic (Reduced DL) 60 deg M2 170.00 0.010 0.0001 0.0086 0.0086 Seismic (Reduced DL) 60 deg M2 185.00 0.012 0.0001 0.0080 0.0080 Seismic (Reduced DL) 60 deg M2 188.75 0.012 0.0001 0.0096 0.0096 Seismic (Reduced DL) 60 deg M2 200.00 0.014 0.0001 0.0201 0.0201 Seismic (Reduced DL) 90 deg M1 40.00 0.003 0.0001 0.0049 0.0049 Seismic (Reduced DL) 90 deg M1 80.05 0.004 0.0001 0.0112 0.0112 Seismic (Reduced DL) 90 deg M1 110.00 0.006 0.0001 0.0150 0.0150 Seismic (Reduced DL) 90 deg M1 125.00 0.008 0.0001 0.0093 0.0093 Seismic (Reduced DL) 90 deg M1 150.00 0.011 0.0001 0.0118 0.0118 Seismic (Reduced DL) 90 deg M1 160.00 0.013 0.0001 0.0113 0.0113 Seismic (Reduced DL) 90 deg M1 170.00 0.014 0.0001 0.0070 0.0070 Seismic (Reduced DL) 90 deg M1 185.00 0.015 -0.0001 0.0055 0.0055 Seismic (Reduced DL) 90 deg M1 188.75 0.015 -0.0001 0.0072 0.0072 Seismic (Reduced DL) 90 deg M1 200.00 0.017 -0.0001 0.0178 0.0178 Seismic (Reduced DL) 90 deg M2 40.00 0.002 0.0001 0.0038 0.0038 Seismic (Reduced DL) 90 deg M2 80.05 0.002 0.0001 0.0095 0.0095 Seismic (Reduced DL) 90 deg M2 110.00 0.003 0.0001 0.0133 0.0133 Seismic (Reduced DL) 90 deg M2 125.00 0.005 0.0001 0.0073 0.0073 Seismic (Reduced DL) 90 deg M2 150.00 0.007 0.0001 0.0109 0.0109 Seismic (Reduced DL) 90 deg M2 160.00 0.008 0.0001 0.0117 0.0117 Seismic (Reduced DL) 90 deg M2 170.00 0.010 0.0001 0.0086 0.0086 Seismic (Reduced DL) 90 deg M2 185.00 0.012 0.0000 0.0080 0.0080 Seismic (Reduced DL) 90 deg M2 188.75 0.012 0.0000 0.0096 0.0096 Seismic (Reduced DL) 90 deg M2 200.00 0.015 0.0000 0.0213 0.0213 Seismic (Reduced DL) 120 deg M1 40.00 0.003 0.0001 0.0048 0.0048 Seismic (Reduced DL) 120 deg M1 80.05 0.004 0.0001 0.0104 0.0104 Seismic (Reduced DL) 120 deg M1 110.00 0.006 0.0001 0.0153 0.0153 Seismic (Reduced DL) 120 deg M1 125.00 0.008 0.0001 0.0096 0.0096 Seismic (Reduced DL) 120 deg M1 150.00 0.011 0.0001 0.0113 0.0113 Seismic (Reduced DL) 120 deg M1 160.00 0.012 0.0001 0.0104 0.0104 Seismic (Reduced DL) 120 deg Mt 170.00 0.014 0.0001 0.0070 0.0070 Seismic (Reduced DL) 120 deg Mt 185.00 0.015 -0.0001 0.0053 0.0053 Seismic (Reduced DL) 120 deg M7 188.75 0.015 0.0000 0.0068 0.0068 Seismic (Reduced DL) 120 deg M1 200.00 0.017 0.0000 0.0153 0.0153 Seismic (Reduced DL) 120 deg M2 40.00 0.002 0.0001 0.0037 0.0037 Seismic (Reduced DL) 120 deg M2 80.05 0.002 0.0001 0.0091 0.0091 Seismic (Reduced DL) 120 deg M2 110.00 0.003 0.0001 0.0136 0.0136 Seismic (Reduced DL) 120 deg M2 125.00 0.005 0.0001 0.0078 0.0078 Seismic (Reduced DL) 120 deg M2 150.00 0.007 0.0001 0.0108 0.0108 Seismic (Reduced DL) 120 deg M2 160.00 0.009 0.0001 0.0111 0,0111 Seismic (Reduced DL) 120 deg M2 170.00 0.010 0.0001 0.0090 0.0090 Seismic (Reduced DL) 120 deg M2 185.00 0.012 0.0000 0.0082 0.0082 Seismic (Reduced DL) 120 deg M2 188.75 0.012 0.0000 0.0096 0.0096 Seismic (Reduced DL) 120 deg M2 200.00 0.015 0.0000 0.0202 0.0202 Seismic (Reduced DL) 180 deg M1 40.00 0.003 0.0001 0.0038 0.0038 Seismic (Reduced DL) 180 deg M1 80.05 0.004 0.0001 0.0112 0.0112 Seismic (Reduced DL) 180 deg M1 110.00 0.006 0.0001 0.0133 0.0133 Seismic (Reduced DL) 180 deg M1 125.00 0.008 0,0002 0.0095 0.0095 Seismic (Reduced DL) 180 deg M1 150.00 0.011 0.0001 0.0124 0.0124 Seismic (Reduced DL) 180 deg M1 160.00 0.013 0.0001 0.0108 0.0108 Seismic (Reduced DL) 180 deg M1 170.00 0.014 0.0000 0.0072 0.0072 Seismic (Reduced OL) 180 deg M1 185.00 0.015 0.0000 0.0056 0.0056 Seismic (Reduced DL) 180 deg M1 188.75 0.015 0.0000 0.0071 0.0071 Seismic (Reduced DL) 180 deg M1 200.00 0.017 0.0000 0.0129 0.0129 Seismic (Reduced DL) 180 deg M2 40.00 0.002 0.0001 0.0034 0.0034 Seismic (Reduced DL) 180 deg M2 80.05 0.002 0.0001 0.0094 0.0094 Seismic (Reduced DL) 180 deg M2 110.00 0.003 0.0001 0.0120 0.0120 Seismic (Reduced DL) 180 deg M2 125.00 0.004 0.0001 0.0075 0.0075 Seismic (Reduced DL) 180 deg M2 150.00 0.007 0.0001 0.0115 0.0115 Page 32 P Site Number. 5080 Site Name: Relay Tower, FL Customer. Sprint Nextel Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 180 deg M2 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M1 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 210 deg M2 Seismic (Reduced DL) 240 deg Mt Seismic (Reduced DL) 240 deg M7 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M1 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 240 deg M2 Seismic (Reduced DL) 300 deg M1 Seismic (Reduced DL) 300 deg Mt Seismic (Reduced DL) 300 deg M7 Seismic (Reduced DL) 300 deg M7 Seismic (Reduced DL) 300 deg M1 Seismic (Reduced DL) 300 deg M1 Seismic (Reduced DL) 300 deg M1 Seismic (Reduced DL) 300 deg M7 Seismic (Reduced DL) 300 deg M1 Seismic (Reduced DL) 300 deg M1 Seismic (Reduced DL) 300 deg M2 Seismic (Reduced DL) 300 deg M2 Seismic (Reduced DL) 300 deg M2 Seismic (Reduced DL) 300 deg M2 Seismic (Reduced DL) 300 deg M2 Seismic (Reduced DL) 300 deg M2 Seismic (Reduced DL) 300 deg M2 Code: ANSI/TIA-222-G 02007-2016 by ATC IP L.L.C. All rights reserved. Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM 160.00 0.008 0.0001 0.0112 0.0112 170.00 0.010 0.0000 0.0088 0.0088 185.00 0.012 0.0000 0.0081 0.0081 188.75 0.012 0.0000 0.0096 0.0096 200.00 0.014 0.0000 0.0161 0.0161 40.00 0.003 0.0001 0.0044 0.0044 80.05 0.004 0.0001 0.0109 0.0109 110.00 0.006 0.0001 0.0147 0.0147 125.00 0.008 0.0002 0.0096 0.0096 150.00 0.011 0.0001 0.0119 0.0119 160.00 0.012 0.0001 0.0103 0.0103 170.00 0.014 0.0000 0.0071 0.0071 185.00 0.015 0.0000 0.0053 0.0053 188.75 0.015 0.0000 0.0068 0.0068 200.00 0.017 0.0000 0.0132 0.0132 40.00 0.002 0.0001 0.0036 0.0036 80.05 0.002 0.0001 0.0092 0.0092 110.00 0.003 0.0001 0.0132 0.0132 125.00 0.005 0.0001 0.0079 0.0079 150.00 0.007 0.0001 0.0114 0.0114 160.00 0.009 0.0001 0.0111 0.0111 170.00 0.010 0.0000 0.0091 0.0091 185.00 0.012 0.0000 0.0082 0.0082 188.75 0.012 0.0000 0.0096 0.0096 200.00 0.014 0.0000 0.0175 0.0175 40.00 0.003 0.0001 0.0048 0.0048 80.05 0.004 0.0001 0.0104 0.0104 110.00 0.006 0.0001 0.0153 0.0153 125.00 0.008 0.0002 0.0096 0.0096 150.00 0.011 0.0001 0.0113 0.0113 160.00 0.012 0.0001 0.0104 0.0104 170.00 0.014 0.0000 0.0070 0.0070 185.00 0.015 0.0001 0.0053 0.0053 188.75 0.015 0.0000 0.0068 0.0068 200.00 0.017 0.0000 0.0153 0.0153 40.00 0.002 0.0001 0.0037 0.0037 80.05 0.002 0.0001 0.0091 0.0091 110.00 0.003 0.0001 0.0136 0.0136 125.00 0.005 0.0001 0.0078 0.0078 150.00 0.007 0.0001 0.0108 0.0108 160.00 0.009 0.0001 0.0111 0.0111 170.00 0.010 0.0000 0.0090 0.0090 185.00 0.012 0.0000 0.0082 0.0082 188.75 0.012 0.0000 0.0096 0.0096 200.00 0.015 0.0000 0.0202 0.0202 40.00 0.003 0.0001 0.0047 0.0047 80.05 0.004 0.0001 0.0114 0.0114 110.00 0.006 0.0001 0.0135 0.0135 125.00 0.008 0.0001 0.0089 0,0089 150.00 0.011 0.0001 0.0117 0.0117 160.00 0.012 0.0001 0.0110 0.0110 170.00 0.013 0.0001 0.0067 0.0067 185.00 0.015 0.0001 0.0052 0.0052 188.75 0.015 0.0000 0.0067 0.0067 200.00 0.017 0.0000 0.0152 0.0152 40.00 0.002 0.0001 0.0037 0.0037 80.05 0.002 0.0001 0.0095 0.0095 110.00 0.003 0.0001 0.0122 0.0122 125.00 0.004 0.0001 0.0072 0.0072 150.00 0.007 0.0001 0.0112 0.0112 160.00 0.008 0.0001 0.0117 0.0117 170.00 0.010 0.0001 0.0085 0.0086 Page 33 x t Site Number. 5080 Code: ANSIMA-222-13 02007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Relay Tower, FL Engineering Number. OAA689592_C3_01 11/15/2016 10:34:12 AM Customer. Sprint Nextel Seismic (Reduced DL) 300 deg M2 185.00 0.012 0.0000 0.0080 0.0080 Seismic (Reduced DL) 300 deg M2 188.75 0.012 0.0000 0.0096 0.0096 Seismic (Reduced DL) 300 deg M2 200.00 0.014 0.0000 0.0201 0.0201 Seismic (Reduced DL) 330 deg M1 40.00 0.003 0.0001 0.0043 0.0043 Seismic (Reduced DL) 330 deg M1 80.05 0.004 0.0001 0.0109 0.0109 Seismic (Reduced DL) 330 deg M1 110.00 0.006 0.0001 0.0146 0.0146 Seismic (Reduced DL) 330 deg M1 125.00 0.008 0.0001 0.0096 0.0096 Seismic (Reduced DL) 330 deg M1 150.00 0.011 0.0001 0.0118 0.0118 Seismic (Reduced DL) 330 deg M1 160.00 0.012 0.0001 0.0106 0.0106 Seismic (Reduced DL) 330 deg M1 170.00 0.014 0.0001 0.0071 0.0071 Seismic (Reduced DL) 330 deg M1 185.00 0.015 0.0001 0.0054 0.0054 Seismic (Reduced DL) 330 deg M1 188.75 0.015 0.0000 0.0067 0.0067 Seismic (Reduced DL) 330 deg M1 200.00 0.017 0.0000 0.0131 0.0131 Seismic (Reduced DL) 330 deg M2 40.00 0.002 0.0001 0,0036 0.0036 Seismic (Reduced DL) 330 deg M2 80.05 0.002 0.0001 0.0093 0.0093 Seismic (Reduced DL) 330 deg M2 110.00 0.003 0.0001 0.0130 0.0130 Seismic (Reduced DL) 330 deg M2 125.00 0.005 0.0001 0.0078 0.0078 Seismic (Reduced DL) 330 deg M2 150.00 0.007 0.0001 0.0112 0.0112 Seismic (Reduced DL) 330 deg M2 160.00 0.009 0.0001 0.0113 0.0113 Seismic (Reduced DL) 330 deg M2 170.00 0.010 0.0001 0.0091 0.0091 Seismic (Reduced DL) 330 deg M2 185.00 0.012 0.0000 0.0082 0.0082 Seismic (Reduced DL) 330 deg M2 188.75 0.012 0.0000 0.0095 0.0095 Seismic (Reduced DL) 330 deg M2 200.00 0.014 0.0000 0.0175 0.0175 Serviceability - 60 mph Wind Normal 40.00 0.036 0.0001 0.0357 0.0357 Serviceability-60 mph Wind Normal 80.05 0.061 0.0002 0.0327 0.0327 Serviceability-60 mph Wind Normal 110.00 0.072 0.0004 0.0298 0.0298 Serviceability - 60 mph Wind Normal 125.00 0.079 0.0004 0.0312 0.0312 Serviceability - 60 mph Wind Normal 150.00 0.092 0.0003 0.0694 0.0694 Serviceability - 60 mph Wind Normal 160.00 0.097 0.0000 0.0201 0.0201 Serviceability-60 mph Wind Normal 170.00 0.098 0.0003 0.0090 0.0090 Serviceability-60 mph Wind Normal 185.00 0.092 0.0006 0.0279 0.0279 Serviceability-60 mph Wind Norval 188.75 0.091 0.0006 0.0216 0.0216 Serviceability-60 mph Wind Normal 200.00 0.098 0.0006 0.1928 0.1928 Serviceability - 60 mph Wind 60 deg 40.00 0.033 0.0005 0.0334 0.0334 Serviceability - 60 mph Wind 60 deg 80.05 0.056 0.0006 0.0356 0.0356 Serviceability -60 mph Wind 60 deg 110.00 0.069 0.0009 0.0316 0.0316 Serviceability - 60 mph Wind 60 deg 125.00 0.076 0.0010 0.0389 0.0389 Serviceability - 60 mph Wind 60 deg 150.00 0.096 0.0012 0.0447 0.0447 Serviceability - 60 mph Wind 60 deg 160.00 0.104 amog 0.0345 0.0345 Serviceability-60 mph Wind 60 deg 170.00 0.108 0.0008 0.0114 0.0115 Serviceability - 60 mph Wind 60 deg 185.00 0.106 0.0012 0.0051 0.0051 Serviceability-60 mph Wind 60 deg 188.75 0.106 0.0014 0.0529 0.0529 Serviceability - 60 mph Wind 60 deg 200.00 0.107 0.0018 0.1284 0.1284 Serviceability - 60 mph Wind 90 deg 40.00 0.033 0.0189 0.0341 0.0389 Serviceability - 60 mph Wind 90 deg 80.05 0.056 0.0173 0.0353 0.0390 Serviceability - 60 mph Wind 90 deg 110.00 0.069 0.0173 0.0325 0.0365 Serviceability - 60 mph Wind 90 deg 125.00 0.076 0.0167 0.0360 0.0394 Serviceability - 60 mph Wind 90 deg 150.00 0.094 0.0135 0.0123 0.0178 Serviceability - 60 mph Wind 90 deg 160.00 0.100 0.0117 0.0245 0.0270 Serviceability-60 mph Wind 90 deg 170.00 0.102 0.0107 0.0130 0.0169 Serviceability - 60 mph Wind 90 deg 185.00 0.096 0.0103 0.0129 0.0165 Serviceability-60 mph Wind 90 deg 188.75 0.095 0.0101 0.0669 0.0677 Serviceability - 60 mph Wind 90 deg 200.00 0.090 0.0098 0.0934 0.0938 Serviceability - 60 mph Wind 120 deg 40.00 0.036 0.0002 0.0364 0.0364 Serviceability - 60 mph Wind 120 deg 80.05 0.061 0.0004 0.0349 0.0349 Serviceability - 60 mph Wind 120 deg 110.00 0.073 0.0005 0.0313 0.0313 Serviceability - 60 mph Wind 120 deg 125.00 0.080 0.0006 0.0319 0.0319 Serviceability-60 mph Wind 120 deg 150.00 0.093 0.0002 0.0385 0.0385 Serviceability- 60 mph Wind 120 deg 160.00 0.098 0.0001 0.0147 0.0147 Serviceability-60 mph Wind 120 deg 170.00 0.098 -0.0002 0.0165 0.0165 Serviceability-60 mph Wind 120 deg 185.00 0.090 -0.0005 0.0220 0,0220 Serviceability - 60 mph Wind 120 deg 188.75 0.088 -0.0006 0.0688 0.0688 Page 34 r A a Site Number: 5080 Code: ANSIMA-222-G 02007- 2016 by ATC IP I.I.C. AO rights reserved. Site Name: Relay Tower, FL Engineering Number: OAA689592_C3_01 11/15/2016 10:34:12 AM Customer. Sprint Nextel Serviceability - 60 mph Wind 120 deg 200.00 0.085 -0.0009 0.1283 0.1283 Serviceability - 60 mph Wind 180 deg 40.00 0.033 0.0004 0.0307 0.0307 Serviceability - 60 mph Wind 180 deg 80.05 0.055 0.0005 0.0349 0.0349 Serviceability - 60 mph Wind 180 deg 110.00 0.068 0.0006 0.0295 0.0295 Serviceability - 60 mph Wind 180 deg 125.00 0.075 0.0007 0.0383 0.0383 Serviceability - 60 mph Wind 180 deg 150.00 0.095 0.0004 0.0863 0.0863 Serviceability - 60 mph Wind 180 deg 160.00 0.104 0.0001 0.0419 0.0419 Serviceability - 60 mph Wind 180 deg 170.00 0.108 0.0002 0.0165 0.0165 Serviceability - 60 mph Wind 180 deg 185.00 0.108 0.0005 0.0049 0.0049 Serviceability - 60 mph Wind 180 deg 188.75 0.109 0.0005 0.0441 0.0441 Serviceability - 60 mph Wind 180 deg 200.00 0.120 0.0005 0.2105 0.2105 Serviceability - 60 mph Wind 210 deg 40.00 0.033 0.0190 0.0325 0.0373 Serviceability - 60 mph Wind 210 deg 80.05 0.056 0.0175 0.0341 0.0380 Serviceability - 60 mph Wind 210 deg 110.00 0.069 0.0174 0.0309 0.0350 Serviceability - 60 mph Wind 210 deg 125.00 0.075 0.0168 0.0358 0.0390 Serviceability - 60 mph Wind 210 deg 150.00 0.093 0.0136 0.0729 0.0740 Serviceability - 60 mph Wind 210 deg 160.00 0.100 0.0117 0.0331 0.0350 Serviceability - 60 mph Wind 210 deg 170.00 0.102 0.0108 0.0160 0.0193 Serviceability - 60 mph Wind 210 deg 185.00 0.099 0.0104 0.0149 0.0181 Serviceability - 60 mph Wind 210 deg 188.75 0.099 0.0102 0.0548 0.0557 Serviceability - 60 mph Wind 210 deg 200.00 0.106 0.0102 0.1878 0.1881 Serviceability - 60 mph Wind 240 deg 40.00 0.036 0.0004 0.0364 0.0364 Serviceability - 60 mph Wind 240 deg 80.05 0.061 0.0005 0.0349 0.0349 Serviceability-60 mph Wind 240 deg 110.00 0.073 0.0006 0.0313 0.0313 Serviceability - 60 mph Wind 240 deg 125.00 0.080 0.0007 0.0319 0.0319 Serviceability - 60 mph Wind 240 deg 150.00 0.093 0.0006 0.0385 0.0385 Serviceability-60 mph Wind 240 deg 160.00 0.098 0.0003 0.0147 0.0147 Serviceability-60 mph Wind 240 deg 170.00 0.098 0.0002 0.0165 0.0165 Serviceability-60 mph Wind 240 deg 185.00 0.090 0.0005 0.0220 0.0220 Serviceability - 60 mph Wind 240 deg 188.75 0.088 0.0006 0.0688 0.0688 Serviceability - 60 mph Wind 240 deg 200.00 0.085 0.0009 0.1283 0.1283 Serviceability- 60 mph Wind 300 deg 40.00 0.033 -0.0005 0.0334 0.0334 Serviceability - 60 mph Wind 300 deg 80.05 0.056 -0.0006 0.0356 0.0356 Serviceability - 60 mph Wind 300 deg 110.00 0.069 -0.0009 0.0316 0.0316 Serviceability - 60 mph Wind 300 deg 125.00 0.076 -0.0010 0.0389 0.0389 Serviceability - 60 mph Wind 300 deg 150.00 0.096 -0.0012 0.0447 0.0447 Serviceability - 60 mph Wind 300 deg 160.00 0.104 -0.0009 0.0345 0.0345 Serviceability- 60 mph Wind 300 deg 170.00 0.108 -0.0005 0.0114 0.0115 Serviceability- 60 mph Wind 300 deg 185.00 0.106 -0.0004 0.0051 0.0051 Serviceability - 60 mph Wind 300 deg 188.75 0.106 -0.0005 0.0529 0.0529 Serviceability- 60 mph Wind 300 deg 200.00 0.107 -0.0010 0.1284 0.1284 Serviceability- 60 mph Wind 330 deg 40.00 0.033 0.0185 0.0327 0.0374 Serviceability-60 mph Wind 330 deg 80.05 0.056 0.0169 0.0339 0.0378 Serviceability - 60 mph Wind 330 deg 110.00 0.068 0.0168 0.0309 0.0348 Serviceability - 60 mph Wind 330 deg 125.00 0.075 0.0161 0.0357 0.0388 Serviceability - 60 mph Wind 330 deg 150.00 0.093 0.0124 0.0645 0.0656 Serviceability - 60 mph Wind 330 deg 160.00 0.100 0.0108 0.0300 0.0319 Serviceability-60 mph Wind 330 deg 170.00 0.102 0.0102 0.0088 0.0133 Serviceability -60 mph Wind 330 deg 185.00 0.098 0.0096 0.0193 0.0214 Serviceability-60 mph Wind 330 deg 188.75 0.098 0.0092 0.0340 0.0350 Serviceability -60 mph Wind 330 deg 200.00 0.104 0.0084 0.1730 0.1732 Page 35 ,61toNarre: Relay Tower, FL Site Number: 5080 Engineering Number: OAA689592 Engineer: Amir Tabarestani Date: 11/15/16 Design Base Loads (Factored) perTIA-222-G Foundation Mapped: Y Moment (Mu): 0.0 k-ft Shear/Leg (V„ ): 2.8 k Compression/Leg(Pj: 188.1 k Uplift/Leg (T,): 0.0 k Tower Type (GT / SST): GT Diameter of Prismatic Portion of Pier (d): 1.0 ft Depth to Base of Foundation: 3.5 ft Pier Height Above Ground (h): 0.50 ft Length / Width of Pad (w): 7.0 ft Thickness of Pad (t): 4.0 ft Depth Below Ground Surface to Water Table (w): 0.5 ft Unit Weight of Concrete: 150.0 pcf Unit Weight of Water: 62.4 pcf Unit Weight of Soil Above Water Table: 110.0 pcf Unit Weight of Soil Below Water Table: 55.0 pcf Friction Angle of Uplift from Top of Pad: 30 Degrees Friction Angle of Uplift from Base of Pad: 30 Degrees Uplift Angle Started at Top or Base of Pad (T/B): T Ultimate Skin Friction: 0 psf Ultimate Compressive Bearing Pressure: 7000 psf Capacity Increase (Due to Transient Loads): 1.00 Bearing Strength Reduction Factor (�J: 0.60 Uplift Strength Reduction Factor (�J: 0.75 Axial Capacities and Design Moment Weight of Concrete (Bouyancy Considered): 20.2 k Weight of Soil (Bouyancy Considered): -2.4 k Ultimate Skin Friction Resistance: 0.0 k Controlling Failure Mode (Top / Base): Top Nominal Uplift Capacity per Leg (0,Tn): 13.3 k Nominal Compressive Capacity per Leg (�,Pj: 205.8 k P, : 196.3 k TATn: 0.00 Result: OK PApn: 0.95 Result: OK Program Last Updated: #REF! American Tower Corporation Depth (ft) Ultimate Lateral Increment yS.Ti Cohesion Top Bottom Bearing Pressure (psf) (psf/ft) (pcf) (psf) (degree) 0.0 2.0 0.0 100.0 100 0 2.0 -0.5 600.0 330.0 1 110 30 Inflection Point (Below Ground Surface): -0.5 ft Factored Design Moment At Inflection Point (Mu): -3.5 k-ft %Git,.Naete: Site Number: Engineering Number: Engineer: Date: Design Standard per TIA-222-G Relay Tower, FL 5080 OAA689592 Amir Tabarestani 11/15/16 Anchor Radius: Uplift (Factored - P ): Shear (Factored - V ): Berm Present: Design Anchor Rod: Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (L): Thickness of Anchor (t): Depth Below Ground Surface to Water Table (w): Soil Uplift at Base / Top of Anchor (B/T): Unit Weight of Concrete: Unit Weight of Soil Above Water Table: Unit Weight of Water: Submerged Soil Unit Weight: Internal Angle of Friction: Cohesion: Ultimate Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Maximum Top Conical Failure Angle: Maximum Base Conical Failure Angle: Allowable Capacity Increase: Uplift Strength Reduction Factor (r ): Shear Strength Reduction Factor (4kj: Concrete Uplift Strength Reduction Factor (� ): Uplift Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (O Pn): Pu / OuPn: Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Nominal Shear Resistance WV,J: V. / kVn: Program Last Updated: 511312014 American Tower Corporation W 1 C7 149.0 ft 0.30 30 Degrees 30 Degrees 1.00 (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k 40.5 k 40.1 k 0.40 Result: OK 0.0 k 330 psf 23.8 k 173.8 k 0.20 Result: OK fitona4e: Site Number: Engineering Number: Engineer: Date: Design Standard PerTIA-222-G Anchor Radius: Uplift (Factored - P ): Shear (Factored - V„ ): Berm Present: Design Anchor Rod: Relay Tower, FL 5080 OAA699592 Amir Tabarestani 11/15/16 Mapped Foundation: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (L): Thickness of Anchor (t): Depth Below Ground Surface to Water Table (w): Soil Uplift at Base / Top of Anchor (B/T): Unit Weight of Concrete: Unit Weight of Soil Above Water Table: Unit Weight of Water: Submerged Soil Unit Weight: Internal Angle of Friction: Cohesion: Ultimate Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Maximum Top Conical Failure Angle: Maximum Base Conical Failure Angle: Allowable Capacity Increase: Uplift Strength Reduction Factor (� ): Shear Strength Reduction Factor (r J: Concrete Uplift Strength Reduction Factor (Q: Uplift Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): Ultimate Uplift Resistance from Skin Friction: Nominal Factored Uplift Resistance (� P„ ): Pu / kpm Shear Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Nominal Shear Resistance (rp V,J: V. / Ovum N Program Last Updated: American Tower Corporation 157.0 ft pcf 62.4 pcf 55.0 pcf 30 Degrees 0 psf 500 psf 0.30 30 Degrees 30 Degrees 1.00 (Due to Transient Loads) 0.75 0.75 0.90 10.6 k 0.0 k 40.5 k 66.4 k 1.02 Result: Acceptable 0.0 k 330 psf 23.8 k 438.1 k 0.16 Result: OK 511312014