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STRUTCAL ANALYSIS REPORT
NOV 0 2018 I AMERICAN TOWER® C O R P O R A T I O N !port was prepared for American Tower Corporation by 10CLS Structural Analysis Report Structure : 114ftMonopole ATC Site Name : Russakis Indrio Rd FL, FL ATC Site Number : 412253 Engineering Number : OAA725658_C3_01 Proposed Carrier : Verizon Carrier Site Name : Russakis Indrio Road Carrier Site Number : 131694 ST. LUCIE COUNTY BUILDING DIVISI REVIEWE FOR COMP AN REVIEWED Y DATE ICJSIF16 PLANS AND PE IT MUST BE I(EPT O JOB OR NO INSPECTION 'IL BE MADE SCANNED BY St. Lucie County IMF PLANS AND ALL PROPOSED WORK X9E084UTCANY COFIRCCTIONS FLWIAEii ly IIi;I.A INSPtCTORS THAT WYM NROESDARY IN ORDER TO QQMKY YlTiil A! L PUCE CODES. CONCMLI D FASTENERS OR A77ACHMEM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Site Location : 4690 Emerson Ave - Fort Pierce, FL 34951-1615 27.519100,-80.414800 County : St Lucie \\\\\��RI IMI1 CENSFR��` Date : February 28, 2018 Max Usage : 95% No.77105 Result : Pass S AT�E���JP �s 40R, P Jeff Sparks y: Reviewed By: /�//; ONq /11 i I E;G\\1��` CLS Tyler M. Barker CLS Group - Director of Engineering PE # 77105 Exp. 2/28/2019 COA # 29525 Exp. 2/2812019 CLS Group 1250 Benson Road, Garner, NC 27529 •Office: (405) 348-5460ILE 14 www.cls rou .com Eng. Number OAA725658_C3_01 CLS r® O p February 28, 2018 Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 -..,,Equipment to be Removg............................................................................................................. 2 ProposedEquipment...........:............................................................................................................ 2 . - -S' ructu' tre'Usages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached IBA \,\GENSF No. 77105 i o ST (POF 1la=- �ii Oc FL ORIO \O�c /ONA1 CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.cisgroup.com 1-1 Eng. Number OAA725658_C3_01 /► LC ro u P February 28, 2g0e18 PaI Introduction The purpose of this report is to summarize results of a structural analysis performed on the 114 ft monopole to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Mapped byTEP Report #67096-77631, dated March 17, 2016 Foundation Drawing Mapped byTEP Report#67096-77631, dated March 17, 2016 Geotechnical Report PSI Project #771-15036, dated April 24, 2001 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: 122 mph (3-Second Gust, Vasd)/ 157 mph (3-Second Gust, V i,) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G/2015 IBC / 6d' Ed (2017) Florida Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 0.06, S, = 0.03 Site Class: D-Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clserouo.conn Eng. Number OAA725658_C3_01 MAC LS r® p February 28, 2018 �7 i@� Page 2 Existing and Reserved Equipment Elevation' (ft) 4tY Antenna Mount Type lines Carrier Mount RAD 114.0 117.0 3 Commscope ATSBT-TOP-FM-4G Low Profile Platform (12)15/8" Coax Verizon 6 CSS DBC-7CAP 3 CSS X7-665-4 6 1MA Wireless X7COAP-665-VR0 1 VZW Unused Reserve: 20,029 sq in 101.0 101.0 12 Kathrein 86010025 T-Arms (3]3/8" trot Cable (12) 15/8" Coax (2 (1) 8 AWG 6 0.3.35"Fiber AT&T Mobility 6 RFS FDGW5504/3C-3 2 RFSATM192012B-0 4 RFSATM19801712-0 1 Raycap DC6-48-60-18-8F 3 Ericsson RRUS 32 B2 3 Ericsson RRUS-11 2 Kathrein 742 264 4 Kathrein 80010121 3 CommscopeSBNHH-1D85B Equipment to be Removed Elevation' (ft) City Antenna Mount Type Lines Carrier Mount I RAD No loading considered as to be removed Proposed Equipment Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 114.0 1117.0 6 KaelusTBC0030F1V1-1 Low Profile Platform - Verizon '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). CLS Group • 1250 Benson Road, Garner, NC 27529 • Office; (405) 348-5460 • Fax: (405) 341-6334 • www.clsgroup.com ya/ h y7Tay✓` • Structure Usages Eng. Number OAA7256580_01 Structural Component Controlling Usage Pass/Fail Anchor Bolts 42% Pass Shaft 95% Pass Base Plate 15% Pass Foundations February 28, 2018 Page 3 Reaction Component Original Design Factored Design Analysis Reactions % of Design Reactions Reactions* Moment (Kips -Ft) 2,814.0 3,798.9 3,327.0 88% Shear (Kips) 32.0 43.2 36.3 84% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway (Rotation) Elevation (ft) Antenna Carrier (ft) ( ) 114.0 KaelusTB00030F1V1-1 Verizon 1.166 1.331 `Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ClS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • vi w.clsgrouo.com AMERICAN TOWER' c o n Fo ewr l ON Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .cls¢roup.com 02007-2018byATCIPLLC. Alldghtsmsemed. 114-0' 10f101'-0' 3 9V-5" 5V-0' 5V 4V-1. _r 5/16'Thick (65 KSI) 5/16'Thick (65KM Pole : 412253 Code: ANSIITIA.222-G Location : Russakis Indrio Rd FL, FL Description: 114 ft FWT Monopole Client: VERIZON WIRELESS Struct Class: II Shape: 18 Sides Exposure: C Height: 114.00 (ft) Topo: 1 Base Elev (ft): 0.00 Taper: 0.34825ginlft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) Shape (ksi) 1 53.000 35.24 53.70 0.313 0.000 18 Sides 65 2 53.000 19.12 37.58 0.313 Slip Joint 59.000 18 Sides 65 3 15.583 14.99 20.42 0.188 Slip Joint 32.000 18 Sides 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) City Description 114.000 117.000 6 Kaelus TBC0030FIV14 114.000 117.000 1 VZW Unused Reserve: 20,029 114.000 117.000 6 JMA Wireless X7COAP-665- 114.000 117.000 3 CSS X7-665-4 114.000 117.000 6 CSS DBC-7CAP 114,000 117.000 3 Commscope ATSBT-TOP-FM- 114.000 114.000 1 Round Low Profile Platform 101.000 101.000 3 Commscope SBNHH-1D85B 101.000 101.000 3 Ericsson RRUS 32 B2 101.000 101.000 1 Raycap DC6-48-60-18-BF 101.000 101.000 3 Ericsson RRUS-11 101.000 101.000 3 Round T-Arm 101.000 101.000 2 Kathrein Scala 742 264 101.000 101.000 4 Kathrein Scala 800 10121 101.000 101.000 4 RFS ATM19801712-0 101.000 101.000 2 RFS ATM192012B-0 101.000 101.110 6 RFS FDGW550413C-3 Linear Appurtenance Elev (ft) Exposed From To Description To Wind 88.080 98.080 PL 2.5 x 0.75" Yes 78.080 88.080 PL 3 x 0.75" Yes 68.080 78.080 PL 3.5" x 1" Yes 58.080 68.080 PL 4.5 x 1.0" Yes 48.080 68.080 PL 5" x 1.25" Yes 40.080 48.080 PL 5.5 x 1.25 Yes 30.170 40.080 PL 6 x 1.25 Yes 20.170 30.170 PL 6.5" x 0.75" Yes 10.000 20.170 PL 7" x 1" Yes 2.000 10.000 PL 8" x 1" Yes 0.000 101.0 0.35" (9mm) Fiber No 0.000 101.0 0.78" (19.7mm) 8 No 0.000 101.0 1 518" Coax No 0.000 101.0 318" RET Control No 0.000 114.0 1 518" Coax No Load Cases 1Of10f-0' 32' 9V-5' 59-0' 59' 481_11 5116'Thck (65 KSn .213 + 1.6W 122 mph with No Ice AD + 1.6W 122 mph with No Ice (Reduced DL) 1.2+0.2Sds) • DL+ E Seismic Equivalent Lateral Forces Method 1.2+0.2Sds)•DL+E Seismic Equivalent Modal Analysis Method ).9 - 0.2Sds)' DL + E Seismic (Reduced DL) Equivalent Lateral ).9-0.2Sds) • DL+ E Seismic (Reduced DL) Equivalent Modal .OD +1.0W Serviceability 60 moh Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 3327.04 36.27 31.68 0.9D+1.6W 3304.47 36.25 23.74 (1.2+0.2Sds)•DL+E ELFM 93.43 1.03 30.58 (1.2 + 0.2Sds) • DL+ E EMAM 76.92 0.79 30.58 (0.9-0.2Sds)•DL+E ELFM 92.82 1.03 22.40 (0.9 - 0.2Sds) • DL + E EMAM 76.38 0.79 22.40 1.013+1.OW 501.93 6.48 26.46 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 0 m a w Load Case: 1.213 + 1.6W Ff . 111 0.51 11 I III ■ 0.73 I III 0.57 0.86 I III 0.66 III 0.72 0.77 111 ■ 0.79 ■ : 1: 0:81 111 0.82 •: 1: 0.83 111 ■ ■ 0 84 ■ •: I: 0.86 - III ■ 0.89 0.90 111 � ■■■ ■ 0:90 III ■ ■■■ ■ ■ 0.91 K III ■■ ■ 0.92 KI III � ■■ ■ 0.9� r III ■■�. ■ ■ 0.93 r 1 111 MINE■ ■■■■ 0.93 III ■■■�■■■■■■ 0.94 III 0.94 111 ■1 0.95 I11 ------------------------- v.Vl V.VV V.YI V.YV V.J1 0,0 V.VI 6.00 V.II V./V V.01 V.VV V.D Interaction Site Number: 412253 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. All rights reserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA725658_C3_01 2/28/2018 11:17:43 PM Customer: VERIZON WIRELESS Analysis Parameters Location : ST LUCIE County, FL Height (it) : 114 Code : ANSIITIA-222-G Base Diameter (in) : 53.70 Shape: 18 Sides Top Diameter (in) : 15.00 Pole Type : Taper Taper (in/ff) : 0.348 Pole Manfacturer: FWT Rotation (deg): 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 122 mph Exposure Category: C Design Wind Speed With Ice: 0 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D -Stiff Soil Period Based on Rayleigh Method (sec): 1.67 TL (sec): 8 p: 1.3 Ca: 0.030 S.: 0.067 Sr: 0.030 C c Max: 0.030 Fa: 1.600 F, : 2.400 C, Min: 0.030 Sd,: 0.061 Sol: 0.048 Load Cases 1.213 + 1.6W 122 mph with No Ice 0.91)+1.6W 122 mph with No Ice (Reduced DL) (1.2 +0.2Sds)- DL+ E ELFM Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) - DL + E EMAM Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)' DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method (0.9 - 0.2Sds) ` DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 1.013 + 1.OW Serviceability 60 mph Page: 1 Site Number: 412253 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. Alirlghtsreserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA725658_C3_01 2/28/2018 11:17:43 PM Customer: VERIZON WIRELESS Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix Wit Dlt Dia Elev Area Ix Wit Dlt Taper Info (it) (in) (kei) Type Len (in) (lb) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in Z) (in4) Ratio Ratio (in/ft) 1-18 53.000 0.3125 65 0.00 7,899 53.70 0.00 52.95 19068.4 28.89 171.84 35.24 53.00 34.64 5340.6 18.47 112.78 0.348256 2.18 53.000 0.3125 65 Slip 59.00 5,015 37.98 48.08 36.96 6486.0 19.79 120.26 19.12 101.08 18.66 833.9 9.38 61.19 0.348266 3.18 15.583 0.1875 65 Slip 32.00 553 20.42 98.42 12.04 623.3 17.80 108.94 14.99 114.00 8.81 244.3 12.69 79.99 0.348256 Shaft Weight 13,467 Discrete Appurtenance Properties Attach Distance Vert No Ice Elev From Face Ecc Weight EPAa Orientation (ft) Description city (ft) (ft) (lb) (sf) Factor 114.00 Commscope ATSBT-TOP-FM-4G 3 0.000 3.000 1.80 0.200 0.50 114.00 CSS DBC-7CAP 6 0.000 3.000 3.30 0.720 0.60 114.00 CSS X7-665-4 3 0.000 3.000 27.40 8.410 0.68 114.00 JMA Wireless X7CQAP-665-VRO 6 0.000 3.000 46.20 9.550 0.67 114.00 Kaelus TBC0030F1V1-1 6 0.000 3.000 11.90 0.750 0.50 - 114.00 Round Low Profile Platform 1 0.000 0.000 1600.00 21.700 1.00 114.00 VZW Unused Reserve: 20,029 sq 1 0.000 3.000 2044.00 139.21 1.00 101.00 CommscopeSBNHH-1D85B 3 0.000 0.000 44.10 8.080 0.69 101.00 Ericsson RRUS 32 B2 3 0.000 0.000 53.00 2.740 0.67 101.00 Ericsson RRUS-11 3 0.000 0.000 55.00 3.790 0.67 101.00 Kathrein Scala 742 264 2 0.000 0.000 36.40 4.860 0.67 101.00 Kathrein Scala 800 10121 4 0.000 0.000 46.30 5.160 0.68 101.00 Kathrein Scala 860 10025 12 0.000 0.000 1.20 0.180 0.50 101.00 Raycap DC6-48-60-18-8F 1 0.000 0.000 20.00 1.110 1.00 101.00 RFS ATM19201213.0 2 0.000 0.000 11.00 0.960 0.50 101.00 RFS ATM19801712-0 4 0.000 0.000 19.00 0.960 0.50 101.00 RFS FDGW550413C-3 6 0.000 0.000 2.90 0.390 0.50 101.00 Round T-Arm 3 0.000 0.000 250.00 9.700 0.67 Totals Num Loadings:18 69 5614.10 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) City Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 114.00 12 1 518" Coax 1.98 0.82 N 0.00 N Verizon 0.00 101.00 1 0.35" (9mm) Fiber 0.35 0.05 N 0.00 N AT&T Mobility 0.00 101.00 2 0.78" (19.7mm) 8 0.78 0.59 N 0.00 N AT&T Mobility 0.00 101.00 12 1 5/8" Coax 1.98 0.82 N 0.00 N AT&T Mobility 0.00 101.00 3 3/8" RET Control Cable 0.38 0.23 N 0.00 N AT&T Mobility 88.08 98.08 3 PL 2.5 x 0.75" 0.76 6.38 Y 0.75 Y Verizon 78.08 88.08 3 PL 3 x 0.75" 0.75 7.66 Y 0.75 Y Verizon 68.08 78.08 3 PL 3.5" x 1" 1.00 11.90 Y 1.00 Y Verizon 58.03 68.08 3 PL 4.5 x 1.0" 1.00 15.31 Y 1.00 Y Verizon 48.08 58.08 3 PL 5" x 1.25" 1.25 21.30 Y 1.26 Y Verizon 40.08 48.08 3 PL 6.5 x 1.25 1.25 23.39 Y 1.25 Y Verizon 30.17 40.08 3 PL 6 x 1.25 1.25 25.50 Y 1.25 Y Verizon 20.17 30.17 3 PL 6.5" x 0.75" 0.75 16.59 Y 0.75 Y Verizon 10.00 20.17 3 PL 7" x 1" 1.00 23.82 Y 1.00 Y Verizon 2.00 10.00 3 PL 8" x 1" 1.00 27.22 Y 1.00 Y Verizon Page: 2 Site Number: 412263 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G Engineering Number:OAA725658_C3_01 Page: 3 02007-2018by ATCIPLLC. All rights reserved. 2/28/2018 11:17:43 PM Site Number: 412253 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. All tights reserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA725658_C3_01 2/28/2018 11:17:43 PM Customer: VERIZON WIRELESS Segment Properties (Max Len : 6.ft) Seg Top Flat Elev Thick Dia Area Ix wit D/t F'y S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in;) (10) (lb) 0.00 0.3125 53.700 52.952 19,068.4 28.89 171.84 67.4 699.4 0.0 0.0 5.00 0.3125 61.959 51.225 17,262.8 27.91 166.27 68.6 654.4 0.0 886.2 10.00 0.3125 50.217 49.498 15,574.9 26.92 160.70 69.7 610.9 0.0 856.8 15.00 0.3125 48.476 47.771 14,000.8 25.94 166.12 70.9 568.9 0.0 827.6 20.00 0.3125 46.735 46.044 12,536.6 24.96 149.55 72.0 528.3 0.0 798.1 20.17 0.3125 46.677 45.986 12,489.5 24.93 149.37 72.1 527.0 0.0 26.1 25.00 0.3126 44.994 44.316 11,178.1 23.98 143.98 73.2 489.3 0.0 742.6 30.00 0.3125 43.262 42.589 9,921.6 22.99 138.41 74.4 451.8 0.0 739.3 30.17 0.3125 43.194 42.532 9,881.3 22.96 138.22 74.4 450.6 0.0 24.1 35.00 0.3125 41.511 40.862 8,762.7 22.01 132.84 76.5 415.8 0.0 685.8 40.00 0.3125 39.770 39.135 7,698.0 21.03 127.26 76.7 381.2 0.0 680.5 40.08 0.3125 39.741 39.106 7,681.0 21.01 127.17 76.7 380.7 0.0 11.1 46.00 0.3125 38.028 37.408 6,723.1 20.05 121.69 77.8 348.2 0.0 640.1 48.08 Bot- Section 2 0.3126 36.955 36.343 6,165.1 19.44 118.26 78.5 328.6 0.0 386.9 60.00 0.3126 36.287 35.681 5,834.3 19.06 116.12 79.0 316.7 0.0 473.8 53.00 Top - Section 1 0.3125 36.867 35.266 5,632.4 18.83 114.78 79.3 309.3 0.0 724.2 55.00 0.3125 35.171 34.574 6,307.8 18.43 112.55 79.7 297.2 0.0 237.6 68.08 0.3125 34.097 33.509 4,832.3 17.83 109.11 80.4 279.1 0.0 357.2 60.00 0.3125 33.430 32.847 4,551.5 17.45 106.97 80.9 268.2 0.0 216.4 65.00 0.3125 31.688 31.120 3,870.6 16.47 101.40 82.0 240.6 0.0 544.2 68.08 0.3125 30.616 30.066 3,486.7 15.86 97.97 82.6 224.3 0.0 320.9 70.00 0.3125 29.947 29.393 3,261.3 15.49 95.83 82.6 214.5 0.0 193.9 75.00 0.3125 28.206 27.666 2,719.6 14.50 90.26 82.6 189.9 0.0 486.4 78.08 0.3125 27.132 26.601 2,417.4 13.90 86.82 82.6 175.5 0.0 284.7 80.00 0.3125 26.465 25.939 2,241.4 13.62 84.69 82.6 166.8 0.0 171.3 86.00 0.3125 24.723 24.212 1,822.8 12.54 79.11 82.6 145.2 0.0 426.6 88.08 0.3126 23.649 23.147 1,592.7 11.93 75.68 82.6 132.6 0.0 248.4 90.00 0.3125 22.982 22.484 1,469.9 11.56 73.54 82.6 125.1 0.0 148.8 95.00 0.3126 21.241 20.757 1,148.7 10.57 67.97 82.6 106.5 0.0 367.9 98.08 0.3125 20.167 19.692 980.8 9.97 64.53 82.6 95.8 0.0 212.2 98.42 Bot -Section 3 0.3126 20.051 19.577 963.7 9.90 64.16 82.6 94.7 0.0 22.3 100.0 0.3125 19.499 19.030 885.1 9.59 62.40 82.6 89.4 0.0 168.0 101.0 0.3126 19.151 18.685 837.8 9.40 61.28 82.6 86.2 0.0 103.7 101.0 Top - Section 2 0.1875 19.497 11.491 541.3 16.92 103.98 81.6 54.7 0.0 8.6 105.0 0.1875 18.133 10.680 434.5 16.64 96.71 82.6 47.2 0.0 147.7 110.0 0.1876 16.392 9.643 319.9 14.00 87.42 82.6 38.4 0.0 172.9 114.0 0.1875 14.999 8.814 244.3 12.69 79.99 82.6 32.1 0.0 125.6 13,467.3 Page: 4 Site Number: 412253 Code: ANSI/TIA-222-G ©2007-2018byATCIPLLC. All fights reserved. Site Name: Russakis Indno Rd FL, FL Engineering Number: OAA725658_C3_01 2/28/2018 11:17:43 PM Customer: VERIZON WIRELESS Load Case: 1.21) + 1.6W 122 mph with No Ice 22 Iterations Gust Response Factor .1.10 Wind Importance Factor 1.00 Dead Load Factor:1.20 Wind Load Factor:1.60 ADDlied Seament Forces Summa Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Elev (ft) Description Wind FX (Ib) Dead Load (lb) Torsion Moment Dead Wind FX MY MZ Load (lb) (lb-ft) (lb-ft) (1b) Wind FX (Ib) Dead Load (Ib) Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (Ib) 0.00 393.4 0.0 0.0 0.0 393.4 0.0 0.0 0.0 5.00 773.8 1,063.6 0.0 423.6 773.8 1,487.0 0.0 0.0 10.00 747.9 1,028.2 0.0 619.6 747.9 1,647.8 0.0 0.0 15.00 733.1 992.9 0.0 558.4 733.1 1,551.3 0.0 0.0 20.00 378.0 957.7 0.0 558.4 378.0 1,516.0 0.0 0.0 20.17 371.4 31.3 0.0 18.6 371.4 49.9 0.0 0.0 26.00 731.9 891.1 0.0 414.0 731.9 1,305.1 0.0 0.0 30.00 386.2 887.2 0.0 428.2 385.2 1,316.4 0.0 0.0 30.17 370.9 29.0 0.0 14.3 370.9 43.2 0.0 0.0 35.00 725.0 822.9 0.0 568.9 725.0 1,391.8 0.0 0.0 40.00 372.6 816.6 0.0 588.6 372.6 1,405.2 0.0 0.0 40.08 360.2 13.3 0.0 9.8 360.2 23.1 0.0 0.0 45.00 572.3 768.1 0.0 641.4 572.3 1,309.6 0.0 0.0 48.08 Bat - Section 2 364.6 464.3 0.0 339.5 354.5 803.8 0.0 0.0 60.00 346.8 568.6 0.0 196.6 346.8 765.2 0.0 0.0 53.00 Top - Section 1 348.9 869.1 0.0 307.8 348.9 1,176.9 0.0 0.0 55.00 348.4 285.2 0.0 206.2 348.4 490.4 0.0 0.0 58.08 338.4 428.6 0.0 316.3 338.4 744.9 0.0 0.0 60.00 455.4 259.7 0.0 155.3 455.4 415.0 0.0 0.0 65.00 522.5 653.0 0.0 405.2 522.6 1,058.2 0.0 0.0 68.08 314.5 385.1 0.0 249.8 314.6 634.9 0.0 0.0 70.00 420.3 232.6 0.0 131.8 420.3 364.4 0.0 0.0 75.00 480.1 582.6 0.0 343.8 480.1 926.3 0.0 0.0 78.08 287.2 341.6 0.0 212.0 287.2 653.6 0.0 0.0 80.00 380.9 205.6 0.0 102.5 380.9 308.1 0.0 0.0 85.00 432.9 511.9 0.0 267.5 432.9 779.4 0.0 0.0 88.08 257.1 298.1 0.0 164.9 267.1 463.1 0.0 0.0 90.00 337.9 178.6 0.0 93.7 337.9 272.3 0.0 0.0 95.00 381.7 441.4 0.0 244.4 381.7 686.9 0.0 0.0 98.08 165.3 254.6 0.0 150.7 155.3 405.3 0.0 0.0 98.42 Bat - Section 3 85.4 26.7 0.0 8.6 85.4 36.4 0.0 0.0 100.00 114.4 201.6 0.0 41.0 114.4 242.7 0.0 0.0 101.00 Appurtenance(s) 47.3 124.4 4,842.6 0.0 0.0 1,936.9 0.0 25.9 4,889.9 2,087.3 0.0 0.0 101.08 Top - Section 2 168.1 10.3 0.0 1.0 168.1 11.3 0.0 0.0 106.00 358.8 177.3 0.0 46.2 358.8 223.5 0.0 0.0 110.00 336.9 207.5 0.0 59.0 336.9 266.6 0.0 0.0 114.00 Appurtenance(s) 142.6 150.7 17,417.9 0.0 46,857.8 4,800.0 0.0 47.2 17,560.4 4,998.0 0.0 0.0 Totals: 36,592.2 31,757.5 0.00 0.00 Page: 5 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSIITIA-222-G Engineering Number:OAA725658_C3_01 02007-2018byATC1PLLC. All rights reserved. 2/28/2018 11:17:46 PM Load Case: 1.213 + 1.6W 122 mph with No Ice 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 L�Ita��rtt3•�zacK:�y Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 31.68 -36.27 0.00 3,327.04 0.00 3,327.04 3,213.10 1,606.55 7,062.63 3,636.67 0.00 0.00 0.951 5.00 -30.04 -35.62 0.00 3,145.70 0.00 3,145.70 3,161.67 1,580.79 6,721.40 3,365.70 0.13 -0.24 0.945 10.00 -28.24 -34.99 0.00 -2,967.61 0.00 2,967.61 3,106.46 1,663.23 6,380.23 3,194.86 0.52 -0.49 0.938 15.00 -26.54 -34.36 0.00 -2,792.67 0.00 2,792.67 3,047.75 1,523.87 6,039.88 3,024.43 1.18 -0.76 0.933 20.00 -24.94 -34.02 0.00 -2,620.85 0.00 2,620.85 2,985.46 1,492.72 6,701.14 2,854.81 2.12 -1.03 0.927 20.17 -24.81 -33.71 0.00 -2,615.18 0.00 2,615.18 2,983.31 1,491.65 5,689.88 2,849.17 2.15 -1.04 0.927 26.00 -23.36 -33.07 0.00 -2,452.23 0.00 2,452.23 2,919.56 1,459.78 5,364.78 2,686.38 3.35 -1.32 0.921 30.00 -21.96 -32.72 0.00 -2,286.86 0.00 2,286.86 2,850.07 1,425.04 5,031.59 2,619.63 4.90 -1.62 0.916 30.17 -21.84 -32.40 0.00 -2,281.40 0.00 2,281.40 2,847.69 1,423.85 5,020.54 2,614.00 4.96 -1.63 0.916 35.00 -20.29 -31.76 0.00 -2,124.78 0.00 2,124.78 2,776.99 1,388.50 4,702.33 2,354.66 6.77 -1.94 0.910 40.00 -18.81 -31.38 0.00 -1,966.03 0.00 1,966.03 2,700.32 1,350.16 4,377.79 2,192.16 8.98 -2.27 0.904 40.08 -18.71 -31.08 0.00 -1,963.42 0.00 1,963.42 2,699.02 1,349.51 4,372.43 2,189.46 9.02 -2.28 0.904 45.00 -17.27 -30.54 0.00 -1,810.62 0.00 1,810.62 2,620.06 1,310.03 4,068.74 2,032.39 11.66 -2.62 0.898 48.08 -16.39 -30.20 0.00 4,716.47 0.00 1,716.47 2,568.78 1,284.39 3,865.081,935.41 13.31 -2.85 0.894 60.00 -16.54 -29.87 0.00 -1,658.59 0.00 1,668.59 2,536.21 1,268.10 3,746.971,875.77 14.49 -3.00 0.891 53.00 -14.28 -29.60 0.00 -1,668.99 0.00 1,568.99 2,515.46 1,257.73 3,671.591,838.52 16.45 -3.24 0.860 56.00 -13.71 -29.18 0.00 -1,609.98 0.00 1,609.98 2,480.66 1,240.28 3,549.121,777.20 17.84 -3.40 0.856 58.08 -12.88 -28.84 0.00 -1,420.03 0.00 1,420.03 2,425.641,212.82 3,362.681,683.84 20.12 -3.64 0.849 60.00 -12.36 -28.42 0.00 -1,364.76 0.00 1,364.75 2,390.811,195.41 3,248.311,626.57 21.61 3.80 0.845 65.00 -11.18 -27.89 0.00 -1,222.67 0.00 1,222.67 2,297.471,148.73 2,955.831,480.11 25.81 -4.20 0.832 68.08 -10.46 -27.57 0.00 -1,136.68 0.00 1,136.68 2,232.921,116.46 2,773.501,388.81 28.61 -4.47 0.824 70.00 -9.99 -27.17 0.00 -1,083.86 0.00 1,083.86 2,183.731,091.87 2,652.051,327.99 30.44 -4.65 0.821 76.00 -8.93 -26.67 0.00 -947.98 0.00 947.98 2,066.421,027.71 2,348.011,176.75 35.54 -5.09 0.811 78.08 -8.30 -26.37 0.00 -865.74 0.00 865.74 1,976.30 988.16 2,169.751,086.49 38.92 -5.38 0.802 80.00 -7.87 -26.01 0.00 -815.19 0.00 815.19 1,927.11 963.55 2,062.491,032.78 41.11 5.57 0.794 85.00 -6.97 -25.55 0.00 -685.13 0.00 685.13 1,798.80 899.40 1,796.47 899.07 47.20 -6.05 0.767 88.08 -6.42 -25.27 0.00 -606.36 0.00 606.36 1,719.67 859.84 1,640.03 821.23 51.20 -6.36 0.743 90.00 -6.04 -24.94 0.00 -557.92 0.00 667.92 1,670.48 835.24 1,646.95 774.62 53.79 -6.66 0.725 95.00 5.24 -24.52 0.00 -433.21 0.00 433.21 1,642.17 771.09 1,316.94 659.45 60.90 -7.04 0.661 98.08 -4.79 -24.33 0.00 -357.61 0.00 367.61 1,463.05 731.62 1,184.33 593.04 65.64 -7.34 0.607 98.42 -4.72 -24.25 0.00 -349.50 0.00 349.50 1,454.49 727.26 1,170.41 586.07 66.05 -7.38 0.601 100.00 -4.44 -24.11 0.00 -311.11 0.00 311.11 1,413.86 706.93 1,105.44 663.54 68.52 -7.53 0.566 101.00 -3.00 -18.99 0.00 -287.00 0.00 287.00 1,388.20 694.10 1,066.36 533.47 70.10 -7.63 0.541 101.08 -2.96 -18.83 0.00 -285.41 0.00 285.41 842.82 421.41 667.50 334.26 70.24 -7.63 0.859 105.00 -2.64 -18.47 0.00 -211.66 0.00 211.66 793.43 396.72 683.57 292.22 76.63 -7.97 0.730 110.00 -2.29 48.11 0.00 -119.31 0.00 119.31 716.45 368.22 475.29 238.00 85.25 -8.51 0.507 114.00 0.00 -17.56 0.00 -46.86 0.00 46.86 654.86 327.43 396.66 198.62 92.50 -8.80 0.239 Page: 6 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G Engineering Number:OAA725658_C3_01 02007-2018by ATCIPLLC. All rights reserved. 2/28/2018 11:17:46 PM Load Case: 0.913 + 1.6W 122 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor:0.90 Wind Load Factor :1.60 Applied Segment Forces Summary Forces Discrete Forces Linear Forces Sum of Forces Sell Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY M2 Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 393.4 0.0 0.0 0.0 393.4 0.0 0.0 0.0 5.00 773.8 797.6 0.0 317.7 773.8 1,115.3 0.0 0.0 10.00 747.9 771.2 0.0 464.7 747.9 1,235.8 0.0 0.0 16.00 733.1 744.7 0.0 418.8 733.1 1,163.5 0.0 0.0 20.00 378.0 718.3 0.0 418.8 378.0 1,137.0 0.0 0.0 20.17 371.4 23.5 0.0 14.0 371.4 37.5 0.0 0.0 26.00 731.9 668.3 0.0 310.5 731.9 978.8 0.0 0.0 30.00 386.2 665.4 0.0 321.2 385.2 986.5 0.0 0.0 30.17 370.9 21.7 0.0 10.7 370.9 32.4 0.0 0.0 35.00 726.0 617.2 0.0 426.7 725.0 1,043.9 0.0 0.0 40.00 372.6 612.5 0.0 441.4 372.6 1,063.9 0.0 0.0 40.08 360.2 10.0 0.0 7.3 360.2 17.3 0.0 0.0 45.00 572.3 576.1 0.0 406.1 572.3 982.1 0.0 0.0 48.08 got -Section 2 364.5 348.2 0.0 254.6 354.6 602.8 0.0 0.0 60.00 346.8 426.4 0.0 147.6 346.8 573.9 0.0 0.0 53.00 Top - Section 1 348.9 651.8 0.0 230.8 348.9 882.7 0.0 0.0 55.00 348.4 213.9 0.0 153.9 348.4 367.8 0.0 0.0 58.08 338.4 321.4 0.0 237.2 338.4 568.6 0.0 0.0 60.00 455.4 194.8 0.0 116.5 455.4 311.2 0.0 0.0 65.00 522.6 489.7 0.0 303.9 522.5 793.6 0.0 0.0 68.08 314.5 288.8 0.0 187.4 314.5 476.2 0.0 0.0 70.00 420.3 174.5 0.0 98.8 420.3 273.3 0.0 0.0 75.00 480.1 436.9 0.0 257.8 480.1 694.7 0.0 0.0 78.08 287.2 256.2 0.0 159.0 287.2 415.2 0.0 0.0 80.00 380.9 154.2 0.0 76.9 380.9 231.1 0.0 0.0 85.00 432.9 384.0 0.0 200.6 432.9 684.6 0.0 0.0 88.08 267.1 223.6 0.0 123.7 257.1 347.3 0.0 0.0 90.00 337.9 133.9 0.0 70.3 337.9 204.2 0.0 0.0 96.00 381.7 331.1 0.0 183.3 381.7 514.4 0.0 0.0 98.08 156.3 191.0 0.0 113.0 156.3 304.0 0.0 0.0 98.42 Bot- Section 3 86.4 20.0 0.0 6.5 85.4 26.6 0.0 0.0 100.00 114.4 151.2 0.0 30.8 114.4 182.0 0.0 0.0 101.00 Appurtenance(s) 47.3 93.3 4,842.6 0.0 0.0 1,452.7 0.0 19.4 4,889.9 1,566.4 0.0 0.0 101.08 Top - Section 2 168.1 7.7 0.0 0.7 168.1 8.4 0.0 0.0 106.00 358.8 133.0 0.0 34.7 358.8 167.7 0.0 0.0 110.00 336.9 155.6 0.0 44.3 336.9 199.9 0.0 0.0 114.00 Appurtenance(s) 142.6 113.1 17,417.9 0.0 46,857.8 3,600.0 0.0 35.4 17,660.4 3,748.5 0.0 0.0 Totals: 36,592.2 23,818.1 0.00 0.00 Page: 7 Site Number: 412253 Code: ANSI/TIA-222-G ©2007-2018byATCIPLLC. 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Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA725658_C3_01 2/28/2018 11:17:49 PM Customer: VERIZON WIRELESS Load Case: 0.91) + 1.6W 122 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor *1.10 Wind Importance Factor 1.00 Dead Load Factor:0.90 Wind Load Factor:1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -23.74 -36.25 0.00 -3,304.47 0.00 3,304.47 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.942 5.00 -22.47 -35.57 0.00 -3,123.23 0.00 3,123.23 3,161.57 1,580.79 6,721.40 3,365.70 0.13 -0.24 0.936 10.00 -21.09 -34.91 0.00 -2,946.38 0.00 2,945.38 3,106.46 1,563.23 6,380.23 3,194.86 0.52 -0.49 0.929 15.00 -19.77 -34.26 0.00 -2,770.84 0.00 2,770.84 3,047.75 1,523.87 6,039.88 3,024.43 1.17 -0.75 0.923 20.00 -18.56 -33.91 0.00 -2,599.56 0.00 2,699.66 2,985.45 1,492.72 6,701.14 2,864.81 2.10 -1.02 0.917 20.17 -18.44 -33.68 0.00 -2,693.91 0.00 2,593.91 2,983.31 1,491.66 5,689.88 2,849.17 2.14 -1.03 0.917 25.00 -17.31 -32.92 0.00 -2,431.61 0.00 2,431.61 2,919.56 1,469.78 5,364.78 2,686.38 3.33 -1.31 0.912 30.00 -16.25 -32.66 0.00 -2,267.03 0.00 2,267.03 2,850.07 1,425.04 6,031.59 2,519.53 4.86 -1.61 0.906 30.17 -16.14 -32.22 0.00 -2,261.61 0.00 2,261.61 2,847.69 1,423.85 6,020.54 2,514.00 4.92 -1.62 0.906 35.00 -14.94 -31.55 0.00 -2,106.87 0.00 2,105.87 2,776.99 1,388.50 4,702.33 2,354.66 6.72 -1.92 0.900 40.00 -13.82 -31.18 0.00 -1,948.13 0.00 1,948.13 2,700.32 1,360.16 4,377.79 2,192.15 8.91 -2.25 0.894 40.08 -13.72 -30.86 0.00 -1,946.53 0.00 1,945.53 2,699.02 1,349.51 4,372.43 2,189.46 8.95 -2.26 0.894 45.00 -12.61 -30.31 0.00 -1,793.81 0.00 1,793.81 2,620.06 1,310.03 4,058.74 2,032.39 11.45 -2.60 0.888 48.08 -11.93 -29.96 0.00 -1,700.36 0.00 1,700.36 2,668.781,284.39 3,865.081,935.41 13.21 -2.83 0.884 60.00 -11.27 -29.63 0.00 -1,642.93 0.00 1,642.93 2,636.21 1,268.10 3,745.971,876.77 14.37 -2.98 0.881 63.00 -10.31 -29.27 0.00 -1,554.05 0.00 1,664.06 2,615.461,257.73 3,671.691,838.62 16.32 -3.21 0.850 55.00 -9.86 -28.93 0.00 -1,495.51 0.00 1,496.51 2,480.561,240.28 3,649.121,777.20 17.70 -3.37 0.846 58.08 -9.23 -28.59 0.00 -1,406.31 0.00 1,406.31 2,426.641,212.82 3,362.681,683.84 19.96 -3.61 0.840 60.00 -8.81 -28.16 0.00 -1,351.50 0.00 1,351.60 2,390.811,195.41 3,248.311,626.67 21.44 -3.77 0.836 65.00 -7.89 -27.83 0.00 -1,210.69 0.00 1,210.69 2,297.471,148.73 2,955.831,480.11 25.69 -4.17 0.822 68.08 -7.34 -27.31 0.00 -1,125.60 0.00 1,125.60 2,232.921,116.46 2,773.501,388.81 28.37 -4.43 0.814 70.00 -6.95 -26.91 0.00 -1,073.15 0.00 1,073.16 2,183.731,091.87 2,662.051,327.99 30.19 -4.60 0.812 75.00 -6.13 -26.41 0.00 -938.61 0.00 938.61 2,055.421,027.71 2,348.011,175.75 35.24 -6.04 0.802 78.08 -5.64 -26.11 0.00 -857.18 0.00 857.18 1,976.30 988.15 2,169.751,086.49 38.59 -5.33 0.792 80.00 -5.29 -25.74 0.00 -807.14 0.00 807.14 1,927.11 963.55 2,062.491,032.78 40.76 -5.52 0.786 85.00 -4.59 -25.28 0.00 -678.43 0.00 678.43 1,798.80 899.40 1,795.47 899.07 46.79 -5.99 0.758 88.08 -4.16 -25.01 0.00 -600.48 0.00 600.48 1,719.67 859.84 1,640.03 821.23 50.76 -6.30 0.734 90.00 -3.84 -24.67 0.00 -552.56 0.00 662.55 1,670.48 835.24 1,646.95 774.62 53.32 -6.50 0.716 95.00 -3.22 -24.26 0.00 -429.18 0.00 429.18 1,642.17 771.09 1,316.94 669.46 60.38 -6.97 0.654 98.08 -2.86 -24.07 0.00 -354.39 0.00 354.39 1,463.05 731.62 1,184.33 593.04 64.97 -7.27 0.601 98.42 -2.81 -23.99 0.00 -346.37 0.00 346.37 1,454.49 727.25 1,170.41 586.07 65.48 -7.31 0.694 100.00 -2.69 -23.86 0.00 -308.39 0.00 308.39 1,413.86 706.93 1,105.44 553.64 67.92 -7.46 0.560 101.00 -1.66 -18.81 0.00 -284.53 0.00 284.53 1,388.20 694.10 1,065.35 633.47 69.49 -7.56 0.535 101.08 -1.62 -18.64 0.00 -282.96 0.00 282.96 842.82 421.41 667.50 334.25 69.62 -7.56 0.850 105.00 -1.36 -18.28 0.00 -209.94 0.00 209.94 793.43 396.72 583.57 292.22 75.95 -7.89 0.722 110.00 -1.08 -17.92 0.00 -118.55 0.00 118.55 716.45 358.22 475.29 238.00 84.51 -8.43 0.602 114.00 0.00 -17.56 0.00 -46.86 0.00 46.86 654.86 327.43 396.66 198.62 91.69 -8.73 0.239 Page: 8 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSIITIA-222-G Engineering Number:OAA725658_C3_01 02007-2018byATCIPLLC. All lights reserved. 2/28/2018 11:17:49 PM Load Case: 1.013 + 1.OW Serviceability 60 mph 20 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor:1.00 Wind Load Factor:1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 59.5 0.0 0.0 0.0 59.5 0.0 0.0 0.0 5.00 117.0 886.2 0.0 353.0 117.0 1,239.2 0.0 0.0 10.00 113.1 856.8 0.0 516.3 113.1 1,373.1 0.0 0.0 16.00 110.8 827.5 0.0 465.3 110.8 1,292.8 0.0 0.0 20.00 57.1 798.1 0.0 465.3 57.1 1,263.4 0.0 0.0 20.17 56.2 26.1 0.0 15.6 56.2 41.6 0.0 0.0 25.00 110.6 742.6 0.0 345.0 110.6 1,087.6 0.0 0.0 30.00 58.2 739.3 0.0 356.9 58.2 1,096.2 0.0 0.0 30.17 56.1 24.1 0.0 11.9 66.1 36.0 0.0 0.0 36.00 109.6 685.8 0.0 474.1 109.6 1,169.8 0.0 0.0 40.00 56.3 680.5 0.0 490.5 56.3 1,171.0 0.0 0.0 40.08 54.4 11.1 0.0 8.2 54.4 19.2 0.0 0.0 45.00 86.5 640.1 0.0 451.2 86.6 1,091.3 0.0 0.0 48.08 Bot- Section 2 53.6 386.9 0.0 282.9 63.6 669.8 0.0 0.0 50.00 52.4 473.8 0.0 163.9 52.4 637.7 0.0 0.0 63.00 Top - Section 1 52.7 724.2 0.0 256.5 52.7 980.7 0.0 0.0 55.00 52.7 237.6 0.0 171.0 52.7 408.6 0.0 0.0 58.08 51.2 357.2 - 0.0 263.6 51.2 620.7 0.0 0.0 60.00 68.8 216.4 0.0 129.4 68.8 346.8 0.0 0.0 65.00 79.0 544.2 0.0 337.7 79.0 881.8 0.0 0.0 68.08 47.5 320.9 0.0 208.2 47.5 529.1 0.0 0.0 70.00 63.5 193.9 0.0 109.8 63.5 303.7 0.0 0.0 75.00 72.6 485.4 0.0 286.5 72.6 771.9 0.0 0.0 78.08 43.4 284.7 0.0 176.6 43.4 461.3 0.0 0.0 80.00 57.6 171.3 0.0 85.4 67.6 256.8 0.0 0.0 86.00 65.4 426.6 0.0 222.9 65.4 649.5 0.0 0.0 88.08 38.9 248.4 0.0 137.4 38.9 385.9 0.0 0.0 90.00 61.1 148.8 0.0 78.1 51.1 226.9 0.0 0.0 95.00 57.7 367.9 0.0 203.7 57.7 571.6 0.0 0.0 98.08 23.6 212.2 0.0 125.6 23.5 337.7 0.0 0.0 98.42 Bot - Section 3 12.9 22.3 0.0 7.2 12.9 29.5 0.0 0.0 100.00 17.3 168.0 0.0 34.2 17.3 202.2 0.0 0.0 101.00 Appurtenance(s) 7.2 103.7 732.0 0.0 0.0 1,614.1 0.0 21.6 739.2 1,739.4 0.0 0.0 101.08 Top - Section 2 25.4 8.6 0.0 0.8 26.4 9.4 0.0 0.0 106.00 54.2 147.7 0.0 38.5 64.2 186.3 0.0 0.0 110.00 50.9 172.9 0.0 49.2 50.9 222.1 0.0 0.0 114.00 Appurtenance(s) 21.6 125.6 2,633.0 0.0 7,083.4 4,000.0 0.0 39.4 2,654.6 4,165.0 0.0 0.0 Totals: 5,531.61 26,464.6 0.00 0.00 Page: 9 Site Number: 412253 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. 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Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA725658_C3_01 2/28/2018 11:17:52 PM Customer: VERIZON WIRELESS Load Case: 1.OD + 1.OW Serviceability 60 mph 20 Iterations Gust Response Factor .1.10 Wind Importance Factor .1.00 Dead Load Factor:1.00 Wind Load Factor:1.00 ualcuiatea I-orces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -26.46 -5.48 0.00 -601.93 0.00 501.93 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.150 5.00 -25.22 -5.38 0.00 -474.53 0.00 474.53 3,161.67 1,680.79 6,721.40 3,365.70 0.02 -0.04 0.149 10.00 -23.84 -5.28 0.00 -447.64 0.00 447.64 3,106.46 1,553.23 6,380.23 3,194.86 0.08 -0.07 0.148 15.00 -22.55 -5.18 0.00 -421.23 0.00 421.23 3,047.76 1,623.87 6,039.88 3,024.43 0.18 -0.11 0.147 20.00 -21.28 -5.13 0.00 -395.31 0.00 395.31 2,986.45 1,492.72 5,701.14 2,864.81 0.32 -0.16 0.146 20.17 -21.24 -5.08 0.00 -394.46 0.00 394.46 2,983.31 1,491.65 6,689.88 2,849.17 0.33 -0.16 0.146 25.00 -20.15 4.98 0.00 -369.89 0.00 369.89 2,919.66 1,469.78 6,364.78 2,686.38 0.51 -0.20 0.145 30.00 -19.05 4.93 0.00 -344.97 0.00 344.97 2,850.07 1,425.04 6,031.69 2,519.53 0.74 -0.24 0.144 30.17 -19.01 4.88 0.00 -344.14 0.00 344.14 2,847.69 1,423.85 5,020.64 2,514.00 0.76 -0.26 0.144 35.00 -17.85 4.78 0.00 -320.55 0.00 320.55 2,776.99 1,388.50 4,702.33 2,354.66 1.02 -0.29 0.143 40.00 -16.68 4.73 0.00 -296.64 0.00 296.64 2,700.32 1,350.16 4,377.79 2,192.16 1.36 -0.34 0.142 40.08 -16.65 -4.68 0.00 -296.24 0.00 296.24 2,699.02 1,349.51 4,372.43 2,189.46 1.36 -0.34 0.141 45.00 -15.56 -4.60 0.00 -273.24 0.00 273.24 2,620.06 1,310.03 4,058.74 2,032.39 1.74 -0.40 0.140 48.08 -14.89 4.55 0.00 -269.08 0.00 259.06 2,668.781,284.39 3,866.081,936.41 2.01 -0.43 0.140 60.00 -14.25 -4.60 0.00 -250.34 0.00 250.34 2,536.21 1,268.10 3,746.971,875.77 2.19 -0.46 0.139 63.00 -13.27 -4.44 0.00 -236.85 0.00 236.85 2,515.461,267.73 3,671.591,838.62 2.48 -0.49 0.134 55.00 -12.86 4.39 0.00 -227.97 0.00 227.97 2,480.661,240.28 3,649.121,777.20 2.69 -0.51 0.133 68.08 -12.23 4.34 0.00 -214.42 0.00 214.42 2,425.641,212.82 3,362.681,683.84 3.04 -0.55 0.132 60.00 -11.89 -4.28 0.00 -206.10 0.00 206.10 2,390.811,195.41 3,248.311,626.67 3.26 -0.57 0.132 65.00 -11.00 4.20 0.00 -184.70 0.00 184.70 2,297.471,148.73 2,956.831,480.11 3.89 -0.63 0.130 68.08 -10.47 -4.15 0.00 -171.74 0.00 171.74 2,232.921,116.46 2,773.501,388.81 4.32 -0.67 0.128 70.00 -10.16 4.09 0.00 -163.78 0.00 163.78 2,183.731,091.87 2,652.051,327.99 4.59 -0.70 0.128 75.00 -9.39 4.02 0.00 -143.31 0.00 143.31 2,055.421,027.71 2,348.011,175.75 5.36 -0.77 0.126 78.08 -8.93 -3.98 0.00 -130.91 0.00 130.91 1,976.30 988.15 2,169.751,086.49 5.88 -0.81 0.125 80.00 -8.67 -3.92 0.00 -123.29 0.00 123.29 1,927.11 963.55 2,062.491,032.78 6.21 -0.84 0.124 86.00 -8.01 -3.86 0.00 -103.67 0.00 103.67 1,798.80 899.40 1,796.47 899.07 7.13 -0.91 0.120 88.08 -7.63 -3.82 0.00 -91.77 0.00 91.77 1,719.67 859.84 1,640.03 821.23 7.73 -0.96 0.116 90.00 -7.40 -3.77 0.00 -84.46 0.00 84.46 1,670.48 835.24 1,646.96 774.62 8.12 -0.99 0.113 95.00 -6.82 -3.71 0.00 -65.62 0.00 65.62 1,542.17 771.09 1,316.94 659.45 9.20 -1.06 0.104 98.08 -6.48 -3.68 0.00 -54.18 0.00 54.18 1463.05 731.52 1,184.33 693.04 9.90 -1.11 0.096 98.42 -6.46 -3.67 0.00 -62.96 0.00 52.96 1:464.49 727.25 1,170.41 586.07 9.98 -1.11 0.095 100.00 -6.25 -3.65 0.00 47.15 0.00 47.15 1,413.86 706.93 1,106.44 553.54 10.36 -1.14 0.090 101.00 4.53 -2.88 0.00 43.50 0.00 43.60 1,388.20 694.10 1,065.35 533.47 10.60 -1.15 0.085 101.08 4.52 -2.85 0.00 43.26 0.00 43.26 842.82 421.41 667.60 334.25 10.62 -1.15 0.135 105.00 4.33 -2.80 0.00 -32.08 0.00 32.08 793.43 396.72 583.57 292.22 11.58 -1.20 0.115 110.00 4.10 -2.75 0.00 -18.08 0.00 18.08 716.45 358.22 475.29 238.00 12.89 -1.29 0.082 114.00 0.00 -2.66 0.00 -7.08 0.00 7.08 654.86 327.43 396.66 198.62 13.99 -1.33 0.036 Page: 10 Site Number: 412253 Code: ANSIITIA-222-G (92007-2018hyATCIPLLC. 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Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Engineering Number: OAA725658_C3_01 Equivalent Lateral Forces Method Analysis (Based on ASCE7.10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period is a): 0.06 Spectral Response Acceleration at 1.0 Second Period IS 1 ): 0.03 Long -Period Transition Period IT 0: 8 Importance Factor(I E): 1.00 Site Coefficient F a: 1.60 Site Coetfiecient F �: 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period IS dd: 0.06 Design Spectral Response Acceleration at 1.0 Second Period IS A: 0.06 Seismic Response Coefficient (C a): 0.03 Upper Limit C , 0.03 Lower Limit C a 0.03 Period based on Rayleigh Method (sec): 1.57 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent (k): 1.53 Total Unfactored Dead Load: 26.46 k Seismic Base Shear (E): 1.03 k Load Case (1.2 + 0.2Sds)' DL + E ELFM Height Above Base Seismic Equivalent Lateral Forces Method Weight Wr 21281201811:17:52 PM Horizontal Vertical Force Force Segment (ft) (lb) (lb-ft) C v, (lb) (lb) 36 112.00 165 230 0.014 15 200 35 107.60 222 291 0.018 19 269 34 103.04 186 229 0.014 15 226 33 101.04 9 11 0.001 1 11 32 100.50 125 148 0.009 9 152 31 99.21 202 234 0.016 15 245 30 98.25 29 34 0.002 2 36 29 96.64 338 375 0.023 24 409 28 92.50 572 595 0.037 38 693 27 89.04 227 223 0.014 14 276 26 86.54 386 362 0.023 23 468 25 82.60 650 567 0.036 36 787 24 79.04 267 210 0.013 13 311 23 76.54 461 359 0.022 23 559 22 72.50 772 653 0.034 35 936 21 69.04 304 202 0.013 13 368 20 66.54 529 332 0.021 21 641 19 62.50 882 503 0.031 32 1,069 18 59.04 346 181 0.011 12 419 17 56.54 621 303 0.019 19 762 16 64.00 409 186 0.012 12 495 15 61.50 981 415 0.026 27 1,189 14 49.04 638 261 0.016 16 773 Page: 11 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Engineering Code: ANSIITIA-222-G Number:OAA725658_C3_01 02007-2018byATC1PLLC. All fights reserved. 2/28/2018 11:17:62 PM 13 46.54 670 243 0.015 16 812 12 42.54 1,091 345 0.021 22 1,323 11 40.04 19 6 0.000 0 23 10 37.50 1,171 305 0.019 20 1,419 9 32.58 1,160 243 0.015 16 1,406 8 30.08 36 7 0.000 0 44 7 27.50 1,096 177 0.011 11 1,329 6 22.58 1,088 130 0.008 8 1,318 5 20.08 42 4 0.000 0 50 4 17.50 1,263 102 0.006 7 1,531 3 12.50 1,293 62 0.004 4 1,567 2 7.50 1,373 30 0.002 2 1,664 1 2.50 1,239 5 0.000 0 1,502 Commscope ATSBT-TOP- 114.00 5 8 0.000 0 7 CSS DBC.7CAP 114.00 20 28 0.002 2 24 Kaelus TBC0030FIV1-1 114.00 71 102 0.006 7 87 CSS X7.665.4 114.00 82 118 0.007 8 100 JMA Wireless X7COAP- 114.00 277 397 0.025 25 336 Round Low Profile PI 114.00 1,500 2,151 0.134 138 1,818 VZW Unused Reserve: 114.00 2,044 2,931 0.182 188 2,478 Kathrein Scala 860 1 101.00 14 17 0.001 1 17 RFS FDGW550413C.3 101.00 17 21 0.001 1 21 RFS ATM192012B-0 101.00 22 26 0.002 2 27 RFS ATM19801712-0 101.00 76 90 0.006 6 92 Raycap DC6-48.60-18- 101.00 20 24 0.001 2 24 Ericsson RRUS 32 B2 101.00 159 189 0.012 12 193 Ericsson RRUS-11 101.00 166 196 0.012 13 200 Kathrein Scala 742 2 101.00 73 87 0.005 6 88 Kathrein Scala 800 1 101.00 185 221 0.014 14 224 Commscope SENHH-1D85 101.00 132 158 0.010 10 160 Round T-Arm 101.00 750 893 0.055 57 909 26,465 16,109 1.000 1,032 32,079 Load Case (0.9 - 0.28ds)' DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Segment Height Above Base (ft) Weight (lb) Wx (lb-ft) Cvx Horizontal Force (lb) Vertical Force (lb) 36 112.00 165 230 0.014 15 146 35 107.50 222 291 0.018 19 197 34 103.04 186 229 0.014 15 165 33 101.04 9 11 0.001 1 8 32 100.50 126 148 0.009 9 111 31 99.21 202 234 0.015 15 180 30 98.25 29 34 0.002 2 26 29 96.54 338 375 0.023 24 300 28 92.50 572 596 0.037 38 507 27 89.04 227 223 0.014 14 201 26 86.54 386 362 0.023 23 343 25 82.50 660 567 0.035 36 577 24 79.04 257 210 0.013 13 228 23 76.54 461 359 0.022 23 410 22 72.50 772 553 0.034 35 685 21 69.04 304 202 0.013 13 270 20 66.54 629 332 0.021 21 470 19 62.50 882 503 0.031 32 783 18 59.04 346 181 0.011 12 307 17 56.64 621 303 0.019 Is 561 16 54.00 409 186 0.012 12 363 15 61.50 981 415 0.026 27 871 14 49.04 638 251 0.016 16 566 Page: 12 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Engineering Code: ANSIITIA-222-G Number: OAA725658_C3_01 ©2007-2018byATCIPLLC. All rights reserved. 2/28/2018 11:17:52 PM 13 46.54 670 243 0.015 16 595 12 42.54 1,091 345 0.021 22 969 11 40.04 19 6 0.000 0 17 10 37.50 1,171 305 0.019 20 1,040 9 32.58 1,160 243 0.015 16 1,030 8 30.08 36 7 0.000 0 32 7 27.50 1,096 177 0.011 11 973 6 22.58 1,088 130 0.008 8 966 5 20.08 42 4 0.000 0 37 4 17.50 1,263 102 0.006 7 1,122 3 12.50 1,293 62 0.004 4 1,148 2 7.50 1,373 30 0.002 2 1,219 1 2.60 1,239 5 0.000 0 1,100 Commscope ATSBT-TOP- 114.00 5 8 0.000 0 5 CSS DEC-7CAP 114.00 20 28 0.002 2 18 Kaelus TBC0030FlVl-1 114.00 71 102 0.006 7 63 CSS X7-665A 114.00 82 118 0.007 8 73 JMA Wireless X7CQAP- 114.00 277 397 0.025 25 246 Round Low Profile PI 114.00 1,500 2,151 0.134 138 1,332 VZW Unused Reserve: 114.00 2,044 2,931 0.182 188 1,815 Kathrein Scala 860 1 101.00 14 17 0.001 1 13 RFS FDGW550413C3 101.00 17 21 0.001 1 15 RFS ATM192012B-0 101.00 22 26 0.002 2 20 RFS ATMI9801712-0 101.00 76 90 0.006 6 67 Raycap DC6-48-60-18- 101.00 20 24 0.001 2 18 Ericsson RRUS 32 B2 101.00 159 189 0.012 12 141 Ericsson RRUS-11 101.00 166 196 0.012 13 146 Kathrein Scala 742 2 101.00 73 87 0.005 6 65 Kathrein Scala 800 1 101.00 185 221 0.014 14 164 Commscope SBNHH-1D86 101.00 132 158 0.010 10 117 Round T-Arm 101.00 760 893 0.065 57 666 26,465 16,109 1.000 1,032 23,496 Page: 13 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSIITIA-222-G 02007-2018by ATCIPLLC. Allr/ghtsresemed. Engineering Number: OAA725658_C3_01 2/28/2018 11:17:52 PM Load Case (1.2 + 0.2Sds)' DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -30.58 -1.03 0.00 -93.43 0.00 93.43 3,213.10 1,606.65 7,062.63 3,636.67 0.00 0.00 0.036 5.00 -28.91 -1.03 0.00 -88.27 0.00 88.27 3,161.57 1,580.79 6,721.40 3,365.70 0.00 -0.01 0.035 10.00 -27.35 -1.03 0.00 -83.09 0.00 83.09 3,106.46 1,653.23 6,380.23 3,194.86 0.01 -0.01 0.035 15.00 -26.81 -1.03 0.00 -77.93 0.00 77.93 3,047.75 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.034 20.00 -26.76 -1.03 0.00 -72.78 0.00 72.78 2,985.45 1,492.72 5,701.14 2,864.81 0.06 -0.03 0.034 20.17 -24.44 -1.02 0.00 -72.60 0.00 72.60 2,983.31 1,491.66 6,689.88 2,849.17 0.06 -0.03 0.034 25.00 -23.12 -1.02 0.00 -67.65 0.00 67.65 2,919.56 1,459.78 5,364.78 2,686.38 0.09 -0.04 0.033 30.00 -23.07 -1.02 0.00 -62.58 0.00 62.58 2,850.07 1,425.04 5,031.59 2,619.63 0.14 -0.06 0.033 30.17 -21.67 -1.00 0.00 -62.41 0.00 62.41 2,847.69 1,423.86 5,020.54 2,614.00 0.14 -0.05 0.032 35.00 -20.25 -0.98 0.00 -57.66 0.00 57.56 2,776.99 1,388.60 4,702.33 2,354.66 0.19 -0.05 0.032 40.00 -20.22 -0.99 0.00 52.64 0.00 62.64 2,700.32 1,360.16 4,377.79 2,192.16 0.25 -0.06 0.032 40.08 -18.90 -0.96 0.00 52.66 0.00 52.56 2,699.02 1,349.51 4,372.43 2,189.46 0.25 -0.06 0.031 46.00 -18.09 -0.96 0.00 47.83 0.00 47.83 2,620.06 1,310.03 4,058.74 2,032.39 0.32 -0.07 0.030 48.08 -17.32 -0.93 0.00 -44.90 0.00 44.90 2,568.78 1,284.39 3,865.081,935.41 0.37 -0.08 0.030 50.00 -16.13 -0.91 0.00 43.11 0.00 43.11 2,636.21 1,268.10 3,745.971,875.77 0.40 -0.08 0.029 63.00 -15.63 -0.90 0.00 40.39 0.00 40.39 2,515.461,257.73 3,671.591,838.52 0.46 -0.09 0.028 66.00 -14.88 -0.88 0.00 -38.60 0.00 38.60 2,480.56 1,240.28 3,549.121,777.20 0.49 -0.09 0.028 68.08 -14.46 -0.87 0.00 -36.90 0.00 36.90 2,426.641,212.82 3,362.681,683.84 0.66 -0.10 0.027 60.00 -13.39 -0.83 0.00 -34.24 0.00 34.24 2,390.811,196.41 3,248.311,626.67 0.69 -0.10 0.027 65.00 -12.75 -0.81 0.00 -30.08 0.00 30.08 2,297.471,148.73 2,966.831,480.11 0.71 -0.11 0.026 68.08 -12.38 -0.80 0.00 -27.57 0.00 27.57 2,232.921,116.46 2,773.501,388.81 0.78 -0.12 0.026 70.00 -11.45 -0.76 0.00 -26.04 0.00 26.04 2,183.731,091.87 2,652.051,327.99 0.83 -0.12 0.025 75.00 -10.89 -0.74 0.00 -22.22 0.00 22.22 2,065.421,027.71 2,348.011,175.75 0.97 -0.13 0.024 78.08 -10.57 -0.73 0.00 -19.94 0.00 19.94 1,976.30 988.16 2,169.751,086.49 1.05 -0.14 0.024 80.00 -9.79 -0.69 0.00 -18.64 0.00 18.54 1,927.11 963.55 2,062.491,032.78 1.11 -0.14 0.023 85.00 -9.32 -0.67 0.00 -16.09 0.00 15.09 1,798.80 899.40 1,795.47 899.07 1.27 -0.16 0.022 88.08 -9.04 -0.65 0.00 -13.03 0.00 13.03 1,719.67 859.84 1,640.03 821.23 1.37 -0.16 0.021 90.00 -8.35 -0.61 0.00 -11.77 0.00 11.77 1,670.48 835.24 1,646.95 774.62 1.44 -0.17 0.020 95.00 -7.94 -0.59 0.00 -8.70 0.00 8.70 1,542.17 771.09 1,316.94 669.45 1.62 -0.18 0.018 98.08 -7.91 -0.59 0.00 -6.88 0.00 6.88 1,463.05 731.52 1,184.33 693.04 1.73 -0.18 0.017 98.42 -7.66 -0.57 0.00 -6.68 0.00 6.68 1,454.49 727.25 1,170.41 586.07 1.76 -0.18 0.017 100.00 -7.61 -0.68 0.00 -5.78 0.00 5.78 1,413.86 706.93 1,105.44 553.54 1.81 -0.19 0.016 101.00 Z.54 -0.43 0.00 -5.21 0.00 5.21 1,388.20 694.10 1,066.36 533.47 1.85 -0.19 0.014 101.08 -5.32 -0.42 0.00 -5.18 0.00 5.18 842.82 421.41 667.50 334.25 1.85 -0.19 0.022 105.00 -5.05 -0.40 0.00 -3.64 0.00 3.54 793.43 396.72 683.57 292.22 2.01 -0.19 0.018 110.00 4.85 -0.38 0.00 -1.64 0.00 1.54 716.45 368.22 475.29 238.00 2.22 -0.20 0.013 114.00 0.00 -0.37 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.39 -0.20 0.000 Page: 14 Site Number:412253 Code:ANSI/TIA-222-G©2007-2018byATC1PLLC.Allrights reserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA725658_C3_01 2/28/2018 11:17:52 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY ]VIZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -22.40 -1.03 0.00 -92.82 0.00 92.82 3,213.10 1,606.55 7,062.63 3,636.67 0.00 0.00 0.033 6.00 -21.18 -1.03 0.00 -87.66 0.00 87.66 3,161.57 1,580.79 6,721.40 3,366.70 0.00 -0.01 0.033 10.00 -20.03 -1.03 0.00 -82.49 0.00 82.49 3,106.46 1,653.23 6,380.23 3,194.86 0.01 -0.01 0.032 15.00 -18.91 -1.03 0.00 -77.34 0.00 77.34 3,047.76 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.032 20.00 -18.87 -1.03 0.00 -72.20 0.00 72.20 2,985.45 1,492.72 6,701.14 2,854.81 0.06 -0.03 0.032 20.17 -17.90 -1.02 0.00 -72.03 0.00 72.03 2,983.31 1,491.65 5,689.88 2,849.17 0.06 -0.03 0.031 25.00 -16.93 -1.01 0.00 -67.10 0.00 67.10 2,919.56 1,469.78 6,364.78 2,686.38 0.09 -0.04 0.031 30.00 -16.90 -1.01 0.00 -62.04 0.00 62.04 2,850.07 1,425.04 5,031.59 2,519.53 0.14 -0.04 0.031 30.17 -15.87 -1.00 0.00 -61.87 0.00 61.87 2,847.69 1,423.85 6,020.54 2,514.00 0.14 -0.05 0.030 35.00 -14.83 -0.98 0.00 -57.06 0.00 57.06 2,776.99 1,388.50 4,702.33 2,364.66 0.19 -0.05 0.030 40.00 -14.81 -0.98 0.00 52.17 0.00 52.17 2,700.32 1,350.16 4,377.79 2,192.15 0.25 -0.06 0.029 40.08 -13.84 -0.96 0.00 52.08 0.00 52.08 2,699.02 1,349.51 4,372.43 2,189.46 0.25 -0.06 0.029 45.00 -13.25 -0.94 0.00 -47.38 0.00 47.38 2,620.06 1,310.03 4,068.74 2,032.39 0.32 -0.07 0.028 48.08 -12.68 -0.93 0.00 -44.47 0.00 44.47 2,668.781,284.39 3,865.081,936.41 0.37 -0.08 0.028 50.00 -11.81 -0.90 0.00 -42.70 0.00 42.70 2,536.211,268.10 3,745.971,875.77 0.40 -0.08 0.027 63.00 -11.45 -0.89 0.00 -40.00 0.00 40.00 2,515.46 1,257.73 3,671.59 1,838.62 0.45 -0.09 0.026 55.00 -10.90 -0.87 0.00 38.22 0.00 38.22 2,480.561,240.28 3,549.121,777.20 0.49 -0.09 0.026 58.08 -10.59 -0.86 0.00 35.64 0.00 36.64 2,425.641,212.82 3,362.681,683.84 0.56 -0.10 0.025 60.00 -9.81 -0.83 0.00 -33.89 0.00 33.89 2,390.811,195.41 3,248.311,626.57 0.59 -0.10 0.025 65.00 -9.34 -0.81 0.00 -29.76 0.00 29.76 2,297.471,148.73 2,955.831,480.11 0.70 -0.11 0.024 68.08 -9.07 -0.79 0.00 -27.28 0.00 27.28 2,232.921,116.46 2,773.501,388.81 0.78 -0.12 0.024 70.00 -8.38 -0.76 0.00 -25.76 0.00 26.76 2,183.731,091.87 2,662.05 1,327.99 0.82 -0.12 0.023 75.00 -7.97 -0.73 0.00 -21.98 0.00 21.98 2,055.421,027.71 2,348.011,175.76 0.96 -0.13 0.023 78.08 -7.74 -0.72 0.00 -19.72 0.00 19.72 1,976.30 988.15 2,169.751,086.49 1.06 -0.14 0.022 80.00 -7.17 -0.68 0.00 -18.33 0.00 18.33 1,927.11 963.55 2,062.491,032.78 1.10 -0.14 0.021 86.00 -6.83 -0.66 0.00 -14.91 0.00 14.91 1,798.80 899.40 1,795.47 899.07 1.26 -0.16 0.020 88.08 -6.62 -0.65 0.00 -12.88 0.00 12.88 1,719.67 859.84 1,640.03 821.23 1.36 -0.16 0.020 90.00 -6.12 -0.61 0.00 -11.64 0.00 11.64 1,670.48 835.24 1,546.95 774.62 1.43 -0.16 0.019 95.00 -5.82 -0.58 0.00 -8.60 0.00 8.60 1,542.17 771.09 1,316.94 659.46 1.60 -0.17 0.017 98.08 -5.79 -0.68 0.00 -6.80 0.00 6.80 1,463.06 731.52 1,184.33 593.04 1.72 -0.18 0.016 98.42 -6.61 -0.57 0.00 -6.60 0.00 6.60 1,464.49 727.25 1,170.41 586.07 1.73 -0.18 0.015 100.00 -6.60 -0.56 0.00 5.71 0.00 5.71 1,413.86 706.93 1,105.44 553.54 1.79 -0.18 0.014 101.00 -4.06 -0.43 0.00 -5.15 0.00 5.15 1,388.20 694.10 1,065.36 533.47 1.83 -0.19 0.013 101.08 -3.89 -0.41 0.00 -5.11 0.00 6.11 842.82 421.41 667.50 334.25 1.83 -0.19 0.020 105.00 -3.70 -0.39 0.00 3.49 0.00 3.49 793.43 396.72 583.57 292.22 1.99 -0.19 0.017 110.00 3.65 -0.38 0.00 -1.52 0.00 1.52 716.45 358.22 476.29 238.00 2.20 -0.20 0.011 114.00 0.00 -0.37 0.00 0.00 0.00 0.00 664.86 327.43 396.66 198.62 2.36 -0.20 0.000 Page: 15 Site Number: 412253 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. 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Site Name: Russakis Incirio Rd FL, FL Engineering Number:OAA725658_C3_01 2/28/2018 11:17:52 PM Customer: VERIZON WIRELESS Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIITIA-G, section 2.7) Spectral Response Acceleration for Short Period IS s): 0.06 Spectral Response Acceleration at 1.0 Second Period is 0.03 Importance Factor 0 0: 1.00 Site Coefficient F a : 1.60 Site Coefficient F 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period IS ag): 0.06 Desing Spectral Response Acceleration at 1.0 Second Period Is a1 ): 0.05 Period Based on Rayleigh Method (sec): 1.57 Redundancy Factor (p): 1.30 Load Case (1.2 + 0.2Sds)' DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) lb) a b c Saz (lb) (lb) 112.00 165 1.824 1.651 1.020 0.114 16 200 107.50 222 1.681 1.050 0.785 0.088 17 269 103.04 186 1.544 0.616 0.697 0.066 11 226 101.04 9 1,486 0.464 0.626 0.058 0 11 100.50 125 1.469 0.427 0.607 0.056 6 152 99.21 202 1.431 0.346 0.465 0.051 9 245 98.25 29 1.404 0.291 0.436 0.047 1 36 96.54 338 1.355 0.205 0.387 0.042 12 409 92.50 672 1.244 0.061 0.289 0.030 15 693 89.04 227 1.163 -0.035 0.221 0.023 4 275 86.54 386 1.089 -0.076 0.180 0.018 6 468 82.50 650 0.990 -0.112 0.126 0.014 8 787 79.04 267 0.909 -0.122 0.091 0.011 2 311 76.54 461 0.852 -0.119 0.070 0.010 4 659 72.50 772 0.764 -0.104 0.044 0.010 7 936 69.04 304 0.693 .0.085 0.029 0.010 3 368 66.54 529 0.644 -0.069 0.020 0.011 5 641 62.50 882 0.568 -0.041 0.011 0.012 9 1,069 59.04 346 0.507 -0.019 0.007 0.013 4 419 56.54 621 0.465 -0.004 0.006 0.014 7 752 54.00 409 0.424 0.010 0.006 0.014 5 495 51.50 981 0.386 0.022 0.007 0.014 12 1,189 49.04 638 0.350 0.033 0.009 0.014 8 773 46.54 670 0.315 0.042 0.011 0.014 8 812 42.54 1,091 0.263 0.053 0.016 0.014 13 1,323 40.04 19 0.233 0.058 0.019 0.014 0 23 37.50 1,171 0.206 0.062 0.023 0.013 13 1,419 32.58 1,160 0.154 0.068 0.029 0.012 12 1,406 30.08 36 0.132 0.069 0.033 0.012 -0 44 27.50 1,096 0.110 0.071 0.036 0.011 11 1,329 22.68 1,088 0.074 0.072 0.040 0.010 10 1,318 20.08 42 0.059 0.072 0.041 0.010 0 50 17.50 1,263 0.046 0.071 0.042 0.009 10 1,631 12.50 1,293 0.023 0.065 0.039 0.008 9 1,567 Page: 16 Site Number: 412253 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. 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Site Name: Russaids Indrio Rd FL, FL Engineering Number:OAA725658_C3_01 Customer: VERIZON WIRELESS 2/28/2018 11:17:62 PM 2 7.50 1,373 0.008 0.062 0.030 0.006 7 1,664 1 2.50 1,239 0.001 0.023 0.013 0.003 3 1,502 Commscope ATSBT- 114.00 5 1.890 1.980 1.140 0.127 1 7 CSS DBC-7CAP 114.00 20 1.890 1.980 1.140 0.127 2 24 Kaelus TBC0030FIVI-1 114.00 71 1.890 1.980 1.140 0.127 8 87 CSS X7-665.4 114.00 82 1.890 1.980 1.140 0.127 9 100 JMA Wireless X7CQAP- 114.00 277 1.890 1.980 1.140 0.127 30 336 Round Low Profile PI 114.00 1,500 1.890 1.980 1.140 0.127 165 1,818 VZW Unused Reserve: 114.00 2,044 1.890 1.980 1.140 0.127 224 2,478 Kathrein Scala 860 1 101.00 14 1.484 0.461 0.523 0.058 1 17 RFS FDGW550413C3 101.00 17 1.484 0.461 0.523 0.058 1 21 RFS ATM1920120-0 101.00 22 1.484 0.461 0.523 0.058 1 27 RFS ATM19801712-0 101.00 76 1.484 0.461 0.523 0.058 4 92 Raycap DC6.48.60-18- 101.00 20 1.484 0.461 0.523 0.058 1 24 Ericsson RRUS 32 B2 101.00 169 1.484 0.461 0.523 0.058 8 193 Ericsson RRUS-11 101.00 165 1.484 0.461 0.623 0.068 8 200 Kathrein Scala 742 2 101.00 73 1.484 0.461 0.623 0.058 4 88 Kathrein Scala 800 1 101.00 185 1.484 0.461 0.523 0.068 9 224 Commscope SBNHH- 101.00 132 1.484 0.461 0.523 0.058 7 160 Round T-Arm 101.00 750 1.484 0.461 0.523 0.058 38 909 26,465 64.401 24.092 19.946 2.399 790 32,079 Load Case (0.9 - 0.2Sds) . DL + E EMAM Seismic (Reduced DLI Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 36 112.00 165 1.824 1.651 1.020 0.114 16 146 35 107.50 222 1.681 1.050 0.785 0.088 17 197 34 103.04 186 1.544 0.616 0.597 0.066 11 165 33 101.04 9 1.485 0.464 0.625 0.058 0 8 32 100.50 125 1.469 0.427 0.507 0.056 6 111 31 99.21 202 1.431 0.346 0.465 0.051 9 180 30 98.25 29 1.404 0.291 0.436-- 0.041 1 26 29 96.54 338 1.355 0.205 0.387 0.042 12 300 28 92.50 572 1.244 0.051 0.289 0.030 15 507 27 89.04 227 1.163 -0.035 0.221 0.023 4 201 26 86.54 386 1.089 -0.076 0.180 0.018 6 343 25 82.60 660 0.990 -0.112 0.126 0.014 8 677 24 79.04 267 0.909 -0.122 0.091 0.011 2 228 23 76.54 461 0.852 -0.119 0.070 0.010 4 410 22 72.50 772 0.764 -0.104 0.044 0.010 7 685 21 69.04 304 0.693 -0.086 0.029 0.010 3 270 20 66.54 629 0.644 -0.069 0.020 0.011 5 470 19 62.50 882 0.568 -0.041 0.011 0.012 9 783 18 69.04 346 0.507 -0.019 0.007 0.013 4 307 17 56.54 621 0.465 -0.004 0.006 0.014 7 551 16 54.00 409 0.424 0.010 0.006 0.014 5 363 15 51.60 981 0.386 0.022 0.007 0.014 12 871 14 49.04 638 0.350 0.033 0.009 0.014 8 566 13 46.54 670 0.316 0.042 0.011 0.014 8 595 12 42.54 1,091 0.263 0.053 0.016 0.014 13 969 11 40.04 19 0.233 0.058 0.019 0.014 0 17 10 37.50 1,171 0.205 0.062 0.023 0.013 13 1,040 9 32.68 1,160 0.164 0.068 0.029 0.012 12 1,030 8 30.08 36 0.132 0.069 0.033 0.012 0 32 7 27.50 1,096 0.110 0.071 0.036 0.011 11 973 6 22.58 1,088 0.074 0.072 0.040 0.010 10 966 5 20.08 42 0.059 0.072 0.041 0.010 0 37 4 17.50 1,263 0.046 0.071 0.042 0.009 10 1,122 Page: 17 Site Number: 412253 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. 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Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA725658_C3_01 2/28/2018 11:17:52 PM Customer: VERIZON WIRELESS 3 12.50 1,293 0.023 0.065 0.039 0.008 9 1,148 2 7.50 1,373 0.008 0.052 0.030 0.006 7 1,219 1 2.50 1,239 0.001 0.023 0.013 0.003 3 1,100 Commscope ATSBT- 114.00 5 1.890 1.980 1.140 0.127 1 5 CSS DBC.7CAP 114.00 20 1.890 1.980 1.140 0.127 2 18 Kaelus TBC0030FIVI-1 114.00 71 1.890 1.980 1.140 0.127 8 63 CSS X7-665-4 114.00 82 1.890 1.980 1.140 0.127 9 73 JMA Wireless X7CQAP- 114.00 277 1.890 1.980 1.140 0.127 30 246 Round Low Profile PI 114.00 1,500 1.890 1.980 1.140 0.127 165 1,332 VZW Unused Reserve: 114.00 2,044 1.890 1.980 1.140 0.127 224 1,815 Kathrein Scala 860 1 101.00 14 1.484 0.461 0.523 0.058 1 13 RFS FDGW550413C3 101.00 17 1.484 0.461 0.523 0.058 1 15 RFS ATM192012B-0 101.00 22 1.484 0.461 0.623 0.058 1 20 RFS ATM19801712-0 101.00 76 1.484 0.461 0.523 0.058 4 67 Raycap DC6-48.60-18. 101.00 20 1.484 0.461 0.523 0.058 1 18 Ericsson RRUS 32 B2 101.00 159 1.484 0.461 0.523 0.058 8 141 Ericsson RRUS-11 101.00 165 1.484 0.461 0.523 0.058 8 146 Kathrein Scala 742 2 101.00 73 1.484 0.461 0.523 0.058 4 65 Kathrein Scala 800 1 101.00 185 1.484 0.461 0.623 0.058 9 164 Commscope SBNHH- 101.00 132 1.484 0.461 0.523 0.068 7 117 Round T-Arm 101.00 760 1.484 0.461 0.523 0.058 38 666 26,465 54.401 24.092 19.946 2.399 790 23,496 Page: 18 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSIITIA-222-G Engineering Number:OAA725658_C3_01 02007-2018byATCIPLLC. 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Load Case (1.2 + 0.2Sds) ' DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces 2/281201811:17:52 PM Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu Mu MZ NIX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -30.58 -0.79 0.00 -76.92 0.00 76.92 3,213.10 1,606.55 7,062.63 3,536.67 0.00 0.00 0.031 5.00 -28.91 -0.78 0.00 -72.98 0.00 72.98 3,161.57 1,680.79 6,721.40 3,365.70 0.00 -0.01 0.031 10.00 -27.35 -0.78 0.00 -69.06 0.00 69.06 3,106.46 1,653.23 6,380.23 3,194.86 0.01 -0.01 0.030 15.00 -25.81 -0.77 0.00 -65.17 0.00 65.17 3,047.75 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.030 20.00 -25.76 -0.77 0.00 -61.32 0.00 61.32 2,985.45 1,492.72 5,701.14 2,864.81 0.06 -0.02 0.030 20.17 -24.45 -0.76 0.00 -61.19 0.00 61.19 2,983.31 1,491.66 5,689.88 2,849.17 0.05 -0.02 0.030 25.00 -23.12 -0.75 0.00 -57.51 0.00 57.51 2,919.56 1,469.78 6,364.78 2,686.38 0.08 -0.03 0.029 30.00 -23.07 -0.75 0.00 -63.74 0.00 53.74 2,850.07 1,425.04 5,031.69 2,619.63 0.11 -0.04 0.029 30.17 -21.67 -0.74 0.00 -53.62 0.00 53.62 2,847.69 1,423.85 5,020.54 2,514.00 0.12 -0.04 0.029 36.00 -20.26 -0.73 0.00 50.02 0.00 50.02 2,776.99 1,388.60 4,702.33 2,364.66 0.16 -0.06 0.029 40.00 -20.22 -0.73 0.00 -46.37 0.00 46.37 2,700.32 1,350.16 4,377.79 2,192.15 0.21 -0.05 0.029 40.08 -18.90 -0.72 0.00 46.31 0.00 46.31 2,699.02 1,349.51 4,372.43 2,189.46 0.21 -0.05 0.028 45.00 -18.09 -0.71 0.00 42.77 0.00 42.77 2,620.06 1,310.03 4,058.74 2,032.39 0.27 -0.06 0.028 48.08 -17.32 -0.70 0.00 40.57 0.00 40.57 2,568.781,284.39 3,865.081,936.41 0.31 -0.07 0.028 50.00 -16.13 -0.69 0.00 -39.22 0.00 39.22 2,636.211,268.10 3,745.971,875.77 0.34 -0.07 0.027 63.00 -16.63 -0.69 0.00 -37.14 0.00 37.14 2,515.461,257.73 3,671.59 1,838.52 0.38 -0.08 0.026 55.00 -14.88 -0.68 0.00 36.77 0.00 35.77 2,480.561,240.28 3,549.121,777.20 0.42 -0.08 0.026 58.08 -14.46 -0.68 0.00 33.67 0.00 33.67 2,426.641,212.82 3,362.681,683.84 0.47 -0.09 0.026 60.00 -13.39 -0.67 0.00 -32.37 0.00 32.37 2,390.811,195.41 3,248.311,626.57 0.51 -0.09 0.026 65.00 -12.75 -0.66 0.00 -29.03 0.00 29.03 2,297.471,148.73 2,955.831,480.11 0.60 -0.10 0.025 68.08 -12.38 -0.66 0.00 -26.98 0.00 26.98 2,232.921,116.46 2,773.501,388.81 0.67 -0.11 0.025 70.00 -11.45 -0.66 0.00 -25.71 0.00 26.71 2,183.731,091.87 2,652.05 1,327.99 0.71 -0.11 0.025 75.00 -10.89 -0.65 0.00 -22.43 0.00 22.43 2,056.421,027.71 2,348.011,175.76 0.83 -0.12 0.024 78.08 -10.58 -0.66 0.00 -20.43 0.00 20.43 1,976.30 988.16 2,169.751,086.49 0.91 -0.13 0.024 80.00 -9.79 -0.64 0.00 -19.18 0.00 19.18 1,927.11 963.55 2,062.491,032.78 0.97 -0.13 0.024 86.00 -9.32 -0.64 0.00 -15.98 0.00 15.98 1,798.80 899.40 1,796.47 899.07 1.11 -0.14 0.023 88.08 -9.04 -0.63 0.00 -14.02 0.00 14.02 1,719.67 859.84 1,640.03 821.23 1.20 -0.15 0.022 90.00 -8.35 -0.62 0.00 -12.81 0.00 12.81 1,670.48 835.24 1,546.95 774.62 1.26 -0.15 0.022 95.00 -7.94 -0.60 0.00 -9.73 0.00 9.73 1,542.17 771.09 1,316.94 659.45 1.43 -0.17 0.020 98.08 -7.91 -0.60 0.00 -7.87 0.00 7.87 1,463.05 731.52 1,184.33 593.04 1.54 -0.17 0.019 98.42 -7.66 -0.59 0.00 -7.67 0.00 7.67 1,454.49 727.25 1,170.41 586.07 1.66 -0.17 0.018 100.00 -7.51 -0.59 0.00 -6.73 0.00 6.73 1,413.86 706.93 1,105.44 653.54 1.61 -0.18 0.017 101.00 5.54 -0.50 0.00 -6.14 0.00 6.14 1,388.20 694.10 1,065.35 533.47 1.65 -0.18 0.016 101.08 -5.32 -0.49 0.00 -6.10 0.00 6.10 842.82 421.41 667.50 334.26 1.65 -0.18 0.025 106.00 -5.05 -0.47 0.00 4.18 0.00 4.18 793.43 396.72 583.57 292.22 1.80 -0.19 0.021 110.00 4.85 -0.46 0.00 -1.82 0.00 1.82 716.45 358.22 475.29 238.00 2.00 -0.19 0.014 114.00 0.00 -0.44 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.17 -0.20 0.000 Page: 19 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Code: ANSIITIA-222-G Engineering Number: OAA725658_C3_01 02007-2018byATC1PLLC. Al/ lights reserved. 2128/2018 11:17:62 PM Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (1t) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -22.40 -0.79 0.00 -76.38 0.00 76.38 3,213.10 1,606.66 7,062.63 3,636.57 0.00 0.00 0.029 5.00 -21.18 -0.78 0.00 -72.44 0.00 72.44 3,161.57 1,580.79 6,721.40 3,365.70 0.00 -0.01 0.028 10.00 -20.03 -0.78 0.00 -68.52 0.00 68.52 3,106.46 1,663.23 6,380.23 3,194.86 0.01 -0.01 0.028 15.00 -18.91 -0.77 0.00 -64.65 0.00 64.65 3,047.75 1,623.87 6,039.88 3,024.43 0.03 -0.02 0.028 20.00 -18.87 -0.77 0.00 -60.81 0.00 60.81 2,985.45 1,492.72 6,701.14 2,854.81 0.05 -0.02 0.028 20.17 -17.90 -0.76 0.00 -60.68 0.00 60.68 2,983.31 1,491.65 5,689.88 2,849.17 0.05 -0.02 0.027 25.00 -16.93 -0.76 0.00 -57.01 0.00 57.01 2,919.56 1,459.78 6,364.78 2,686.38 0.08 -0.03 0.027 30.00 -16.90 -0.76 0.00 -53.26 0.00 53.26 2,850.07 1,426.04 6,031.59 2,519.53 0.11 -0.04 0.027 30.17 -15.87 -0.74 0.00 -53.14 0.00 53.14 2,847.69 1,423.85 5,020.54 2,614.00 0.11 -0.04 0.027 35.00 -14.83 -0.73 0.00 -49.57 0.00 49.67 2,776.99 1,388.50 4,702.33 2,364.66 0.16 -0.04 0.026 40.00 -14.81 -0.73 0.00 -45.94 0.00 46.94 2,700.32 1,360.16 4,377.79 2,192.16 0.21 -0.05 0.026 40.08 -13.84 .0.71 0.00 -45.87 0.00 45.87 2,699.02 1,349.51 4,372.43 2,189.46 0.21 -0.05 0.026 45.00 -13.25 -0.71 0.00 -42.36 0.00 42.36 2,620.06 1,310.03 4,058.74 2,032.39 0.27 -0.06 0.026 48.08 -12.68 -0.70 0.00 -40.18 0.00 40.18 2,568.781,284.39 3,865.081,936.41 0.31 -0.07 0.026 50.00 -11.81 -0.69 0.00 -38.84 0.00 38.84 2,636.21 1,268.10 3,746.971,876.77 0.34 -0.07 0.025 53.00 -11.45 -0.68 0.00 -36.78 0.00 36.78 2,616.461,257.73 3,671.591,838.52 0.38 -0.08 0.025 55.00 -10.90 -0.68 0.00 -35.42 0.00 35.42 2,480.561,240.28 3,549.121,777.20 0.41 -0.08 0.024 58.08 -10.59 -0.67 0.00 -33.34 0.00 33.34 2,426.641,212.82 3,362.68 1,683.84 0.47 -0.08 0.024 60.00 -9.81 -0.66 0.00 32.05 0.00 32.06 2,390.811,195.41 3,248.311,626.67 0.50 -0.09 0.024 65.00 -9.34 -0.66 0.00 -28.74 0.00 28.74 2,297.471,148.73 2,955.831,480.11 0.60 -0.10 0.023 68.08 -9.07 -0.66 0.00 -26.71 0.00 26.71 2,232.921,116.46 2,773.501,388.81 0.66 -0.10 0.023 70.00 -8.38 -0.65 0.00 -25.45 0.00 25.45 2,183.731,091.87 2,652.051,327.99 0.71 -0.11 0.023 75.00 -7.97 -0.65 0.00 -22.21 0.00 22.21 2,066.421,027.71 2,348.011,175.75 0.83 -0.12 0.023 78.08 -7.75 -0.64 0.00 -20.22 0.00 20.22 1,976.30 988.15 2,169.761,086.49 0.91 -0.13 0.023 80.00 -7.17 -0.63 0.00 -18.99 0.00 18.99 1,927.11 963.66 2,062.491,032.78 0.96 -0.13 0.022 85.00 -6.83 -0.63 0.00 -15.81 0.00 16.81 1,798.80 899.40 1,796.47 899.07 1.10 -0.14 0.021 88.08 -6.62 -0.62 0.00 -13.87 0.00 13.87 1,719.67 859.84 1,640.03 821.23 1.19 -0.15 0.021 90.00 -6.12 -0.61 0.00 -12.68 0.00 12.68 1,670.48 836.24 1,546.95 774.62 1.25 -0.15 0.020 95.00 -5.82 -0.60 0.00 -9.63 0.00 9.63 1,542.17 771.09 1,316.94 659.46 1.42 -0.16 0.018 98.08 5.79 -0.60 0.00 -7.79 0.00 7.79 1,463.05 731.52 1,184.33 ` 593.04 1.63 -0.17 0.017 98.42 -5.61 -0.69 0.00 -7.69 0.00 7.59 1,464.49 727.25 1,170.41 586.07 1.54 -0.17 0.017 100.00 5.50 -0.68 0.00 -6.66 0.00 6.66 1,413.86 706.93 1,105.44 553.54 1.60 -0.17 0.016 101.00 -4.06 -0.50 0.00 -6.08 0.00 6.08 1,388.20 694.10 1,065.35 533.47 1.63 -0.18 0.014 101.08 -3.89 -0.48 0.00 -6.04 0.00 6.04 842.82 421.41 667.50 334.25 1.64 -0.18 0.023 106.00 -3.70 -0.47 0.00 -4.14 0.00 4.14 793.43 396.72 683.57 292.22 1.78 -0.18 0.019 110.00 -3.65 -0.45 0.00 -1.80 0.00 1.80 716.45 368.22 475.29 238.00 1.98 -0.19 0.013 114.00 0.00 -0.44 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.16 -0.20 0.000 Page: 20 Site Number: 412263 Site Name: Russakis Indrio Rd FL, FL Customer: VERIZON WIRELESS Analysis Summary Code: ANSIITIA-222-G Engineering Number: OAA725658_C3_01 02007-2018byATCIPLLC. All fights reserved. 2/28/201811:17:52 PM Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.213 + 1.6W 36.27 0.00 31.68 0.00 0.00 3327.04 0.00 0.95 0.913+1.6W 36.25 0.00 23.74 0.00 0.00 3304.47 0.00 0.94 (1.2 + 0.2Sds) * DL + E ELFM 1.03 0.00 30.58 0.00 0.00 93.43 0.00 0.04 (1.2 + 0.2Sds) * DL + E EMAM 0.79 0.00 30.68 0.00 0.00 76.92 0.00 0.03 (0.9 - 0.2Sds) * DL + E ELFM 1.03 0.00 22.40 0.00 0.00 92.82 0.00 0.03 (0.9 - 0.2Sds) * DL + E EMAM 0.79 0.00 22.40 0.00 0.00 76.38 0.00 0.03 1.01)+1.OW 6.48 0.00 26.46 0.00 0.00 501.93 0.00 0.15 Page: 21 Plate Type - Basep/ate „ Pole Diameter 53.7 a Pole Thickness 0.3125 w Plate Diameter 67 c Plate Thickness 2.25 Plate Fy -60 Weld Length 0.25 m @,Kesistance """"'i'573"5-2 Applied 230.34 # 24 Thickness 0,75 d Length ' 6.5 a Height 11,75 Chamfer 0'.5 N Offset Angle 0 Fy 36 # 24 Bolt Circle 61 (R)adial/(S)quare R o Diameter 2.25 45 Hole Diameter 2.625 m° Type 181 Fy 75 Fu 100 ....:.:..:::..:::..:........ �, Resistance 259.82 Applied 110.34 • c E d c .S # --_0 0 IS 0 m La x w Code Rev. Date 2/28/2018, n Engineer Jeff.Sparks n Site # 412,253' n Moment 3327.0 k-ft Carrier VERIZON INIRELES5 n Axial 31.7 k ksi in k-in k-in Show n in n 11-� O O 0 O O n O 0 ksi O O in �J-------- - --------- � � in 101 10 in O O ksi O 0 ksi O O k O O O k Plate Stress Ratio: 0.15 (Pass) Bolt Stress Ratio: 0.42 (Pass)