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Home My WebLink AboutAPPROVED,A2P0044C_FL04816-A_Passing SA_09-01-2021 TES Project Number: 114400 Page 1 September 1, 2021 Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 450 ft FWT Guyed Tower Customer Name: SBA Communications Corp Customer Site Number: FL04816-A Customer Site Name: Swain Road Tower Carrier Name: T-Mobile (App#: 168872, v1) Carrier Site ID / Name: A2P0044C / SBA SWAIN ROAD Site Location: 1401 Swain Road Fort Pierce, Florida Saint Lucie County Latitude: 27.435872 Longitude: -80.377549 Analysis Result: Max Structural Usage: 65.1% [Pass] Max Foundation Usage: 95.9% [Pass] Additional Usage Caused by New Mount: +2.60% Report Prepared By: Walter Velez TES Project Number: 114400 Page 2 September 1, 2021 Introduction The purpose of this report is to summarize the analysis results on the 450 ft FWT Guyed Tower to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Original structural design report & tower section data prepared by FWT, Inc. Dated 06-11- 1998. Job No 17139. Design No G98-0600, R2. Previous structural report prepared by Tower Engineering Solutions. Dated 11-08-2016. TES Project No 27480 Rev1. Foundation Drawing Original foundation design & foundation geometry prepared by FWT, Inc. Dated 07-17- 1998. Job No 17139. Design No G98-0600, R2. Geotechnical Report Geotechnical report prepared by FDH Engineering, Inc. Dated 09-18-2012. Project No 1208832EG1. Modification Drawings N/A Mount Analysis Antenna mount analysis report prepared by Tower Engineering Solutions. Dated 08-19- 2021. TES Project No 114411. Analysis Criteria The comprehensive analysis was performed in accordance with the requirements and stipulations of the TIA-222-H. In accordance with this standard, the structure was analyzed using TESTowers, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second-order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: 158.0 mph (3-Sec. Gust) (Ultimate wind speed) Service Load Wind Speed: 60 mph + 0” Radial ice Standard/Codes: TIA-222-H, 2018 IBC & Florida Building Code, 7th Edition (2020) Exposure Category: C Risk Category: II Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: SS = 0.050, S1 = 0.028 This structural analysis is based upon the tower being classified as a Risk Category II; however, if a different classification is required subsequent to the date hereof, the tower classification will be changed to meet such requirement and a new structural analysis will be run. TES Project Number: 114400 Page 3 September 1, 2021 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Proposed Carrier’s Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier’s final configuration of antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. Please see the attached coax layout for the line placement considered in the analysis. Items Elevation (ft.) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 232.0 6 CellMax CMA-BDHH/6520/E0-8 - Panel (3) V-Frame (VF13-XX-96) (12) 1 5/8"; (1) 1.584" Hybrid T-Mobile 2 3 Andrew DBXNH-6565B-A2M - Panel 3 3 Andrew TMA-S-DB1921-DD-A TMA's 4 3 Nokia FHFB RRU 5 3 Nokia FRIJ RRU 6 1 Raycap ASU9338TYP01 7 200.0 6 JMA Wireless X7CQAP-665-V - Panel (3) Sector Frames (12) 1 5/8" Verizon 8 6 Kaelus TBC0030F1v1 9 6 CSS DBC-7CAP 10 3 Commscope ATSBT-TOP-FM Items Elevation (ft.) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 11 232.0 6 CellMax CMA-BDHH/6520/E0-8 - Panel (3) V-Frame Assembly (SitePro1 VFA12-HD) (9) 1 5/8" Coax; (1) 1.584" Hybrid; (2) 1.996" HCS Trunk T-Mobile 12 3 Ericsson FFVV-65C-R3-Vl - Panel 13 3 RFS ATMAA1412D-1A20 TMA's 14 3 Ericsson 4460 RRU's 15 3 Ericsson 4480 RRU's 16 1 Raycap ASU9338TYP01 (RNSNDC-7771-PF-48) DC Surge TES Project Number: 114400 Page 4 September 1, 2021 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Tower Component Legs Diagonals Horizontals Guy Wires Max. Usage: 59.3% 32.5% 65.1% 56.0% Pass/Fail Pass Pass Pass Pass Foundations Base Reactions Inner Anchors Outer Anchors Reactions (kips) Axial Shear Uplift Shear Uplift Shear Original Design Reactions 626.9 6.1 181.2 215.5 99.8 86.3 Analysis Reactions 399.9 3.7 106.8 127.0 65.1 58.7 Factored Reactions* 846.3 8.2 244.6 290.9 134.7 116.5 * Per section 15.5.1 of the TIA-222-H standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. The foundation has been investigated using the supplied documents and soils report and was found adequate. Therefore, no modification to the foundat ion will be required. Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by TIA -222 for the installed antennas. The maximum twist/sway at the elevation of the proposed equipment is 0.0135 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA-222-H standards, the 2018 IBC and the Florida Building Code, 7th Edition (2020) under the design basic wind speed specified in the Analysis Criteria. TES Project Number: 114400 Page 5 September 1, 2021 Standard Conditions 1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The structural analysis was performance based upon the evidence available at the time of this report. All information provided by the client is considered to be accurate. 3. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the ANSI/TIA-222 standard or other codes, TES should be notified in writing and the applicable minimum values provided by the client. 4. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis. TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions, TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 5. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 6. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. Type:Guyed Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 1 Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft) Structure: FL04816-A-SBA Top Width:5.00 Basic WS:158.00 Basic Ice WS:0.00 Operational WS:60.00 Code:EIA/TIA-222-H Section Properties Sect Leg Members Diagonal Members Horizontal Members SOL 3/4" SOLID PLT 4" x 5/8"1 SOL 3 1/4" SOLID SOL 3/4" SOLID SAE 2.5X2.5X0.18752-6 SOL 3 1/4" SOLID SOL 7/8" SOLID SAE 2.5X2.5X0.257SOL 3 1/4" SOLID PLT 2"X1/2"SAE 3X3X0.258SOL 3 1/2" S0LID SOL 7/8" SOLID SAE 2.5X2.5X0.259-10 SOL 3" SOLID PLT 2"X5/8"SAE 3X3X0.312511SOL 3 1/4" SOLID PLT 2"X5/8"SAE 3X3X0.312512SOL 3" SOLID SOL 3/4" SOLID SAE 2.5X2.5X0.187513SOL 2 3/4" SOLID PLT 2"X1/2"SAE 3X3X0.2514-15 SOL 2 3/4" SOLID SOL 5/8" SOLID SAE 2X2X0.2516SOL 2 1/4" SOLID SOL 7/8" SOLID SAE 2.5X2.5X0.2517-18 SOL 2 1/2" SOLID SOL 5/8" SOLID SAE 2X2X0.2519-20 SOL 2" SOLID SOL 3/4" SOLID SAE 2.5X2.5X0.187521SOL 2" SOLID SOL 5/8" SOLID SAE 2X2X0.2522-23 SOL 2" SOLID SOL 3/4" SOLID SAE 2.5X2.5X0.187524SOL 2" SOLID Discrete Appurtenances Attach Elev (ft) Force Elev (ft)Qty Description 450.00 1 Lightning Rod, 7'453.50 450.00 1 Beacon450.00 377.15 3 Side Lights377.15 256.00 1 Torque Arms256.00 232.00 6 CellMax CMA-BDHH/6520/E0-8232.00 232.00 3 Ericsson FFVV-65C-R3-Vl232.00 232.00 3 RFS ATMAA1412D-1A20 TMA's232.00 232.00 3 Ericsson 4460 RRU's232.00 232.00 3 Ericsson 4480 RRU's232.00 232.00 1 Raycap ASU9338TYP01 (RNSNDC-7771-PF-48) DC Surge 232.00 232.00 1 (3) V-Frame Assembly (SitePro1 VFA12-HD)232.00 200.00 3 Sector Frames200.00 200.00 6 JMA Wireless X7CQAP-665-V200.00 200.00 6 Kaelus TBC0030F1v1200.00 200.00 6 CSS DBC-7CAP200.00 200.00 3 Commscope ATSBT-TOP-FM200.00 192.00 1 Torque Arms192.00 128.00 1 Torque Arms128.00 114.50 3 Side Lights114.50 Linear Appurtenances Elev From (ft) Elev To (ft)Qty Description 3.00 232.00 9 1 5/8" Coax 3.00 232.00 1 1.584" Hybrid 3.00 232.00 2 1.996" HCS Trunk 3.00 200.00 12 1 5/8" Coax Max Guy Wire 55.98% @ 384.075 ft - 7/8 EHS Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 9/1/2021 Page: 2 Structure: FL04816-A-SBA Type:Guyed Site Name:Swain Road Tower Height:450.00 (ft) Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft)Top Width:5.00 Basic WS:158.00 Basic Ice WS:0.00 Operational WS:60.00 Code:EIA/TIA-222-H Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 9/1/2021 Page: 3 Anchor Drops with Guy Radius - Structure: FL04816-A-SBA Type:Guyed Site Name:Swain Road Tower Height:450.00 (ft) Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft)Top Width:5.00 Basic WS:158.00 Basic Ice WS:0.00 Operational WS:60.00 Code:EIA_H Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Type:Guyed Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 4 Structure: FL04816-A-SBA - Coax Line Placement Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 5 Code:EIA/TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Discrete Appurtenances Properties IceNo Ice Attach Elev (ft)Description Qty Weight (lb) CaAa (sf) Weight (lb) CaAa (sf) Len (in) Width (in) Vert Ecc (ft) Depth (in)Ka Orientation Factor Lightning Rod, 7' 1 35.00 1.050 1.73044.00450.00 0.000 0.000 0.000 3.5001.00 1.00 Beacon 1 15.00 2.400 2.40020.00450.00 0.000 0.000 0.000 0.0001.00 1.00 Side Lights 3 3.00 0.200 0.2505.80377.15 8.000 4.000 4.000 0.0001.00 1.00 Torque Arms 1 400.00 8.000 15.000750.00256.00 0.000 0.000 0.000 0.0001.00 1.00 CellMax CMA-BDHH/6520/E0-8 6 62.00 9.050 0.0000.00232.00 64.600 15.900 5.000 0.0000.80 0.70 Ericsson FFVV-65C-R3-Vl 3 183.43 21.110 0.0000.00232.00 95.900 25.200 9.300 0.0000.80 0.72 RFS ATMAA1412D-1A20 TMA's 3 13.00 1.000 0.0000.00232.00 12.000 10.000 4.000 0.0000.80 0.67 Ericsson 4460 RRU's 3 109.00 2.140 0.0000.00232.00 17.000 15.110 11.850 0.0000.80 0.67 Ericsson 4480 RRU's 3 93.00 2.800 0.0000.00232.00 21.800 15.400 7.500 0.0000.80 0.67 Raycap ASU9338TYP01 (RNSNDC-7771-PF-48) DC Surge 1 13.00 1.000 0.0000.00232.00 12.000 10.000 4.000 0.0000.80 0.67 (3) V-Frame Assembly (SitePro1 VFA12-HD) 1 2322.0 0 50.700 70.0502820.00232.00 0.000 0.000 0.000 0.0000.75 1.00 Sector Frames 3 500.00 15.000 20.600650.00200.00 0.000 0.000 0.000 0.0000.75 0.75 JMA Wireless X7CQAP-665-V 6 45.00 9.550 0.0000.00200.00 72.000 14.600 7.100 0.0000.80 0.78 Kaelus TBC0030F1v1 6 11.00 0.650 0.0000.00200.00 9.800 7.900 2.800 0.0000.80 0.67 CSS DBC-7CAP 6 7.00 0.610 0.0000.00200.00 10.480 7.020 1.900 0.0000.80 0.67 Commscope ATSBT-TOP-FM 3 1.76 0.170 0.0000.00200.00 5.630 3.700 2.000 0.0000.80 0.60 Torque Arms 1 400.00 8.000 15.000750.00192.00 0.000 0.000 0.000 0.0001.00 1.00 Torque Arms 1 400.00 8.000 15.000750.00128.00 0.000 0.000 0.000 0.0001.00 1.00 Side Lights 3 3.00 0.200 0.2505.80114.50 8.000 4.000 4.000 0.0001.00 1.00 7,118.80 19Number of Appurtenances : Totals:7,053.5755 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 6 Code:EIA/TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Linear Appurtenances Properties Weight (lb/ft) Width (in) Pct In Block Spread On Faces Bundling Arrangement Elev. From (ft)Description Elev. To (ft)Qty Cluster Dia (in) Out of Zone Spacing (in) Orientation Factor Ka Override 3.00 232.00 1 5/8" Coax 1.98 50.00 1 Block 9 1.04 N 0.50 1.00 3.00 232.00 1.584" Hybrid 1.58 100.00 1 Individual IR 1 1.00 N 1.00 1.00 3.00 232.00 1.996" HCS Trunk 1.99 50.00 1 Block 2 1.10 N 0.50 1.00 3.00 200.00 1 5/8" Coax 1.98 50.00 2 Block121.04 N 0.50 1.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 7IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.2D + 1.0W 158 mph Wind at Normal To Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0W Normal WindLoad Case: 46.15 0.446 0.00 0.35 2.16 1.00 1 2.0 1.00 0.00 2.64 2.49 0.00 895.1 0.0 223.78 86.90 310.683.49 46.15 3.941 0.00 0.19 2.64 1.00 2 12.0 1.00 0.00 10.71 39.81 0.00 2,604.2 0.0 1111.16 1390.36 2,501.5211.72 53.33 5.911 0.00 0.20 2.61 1.00 3 30.0 1.00 0.00 14.29 49.76 0.00 3,309.9 0.0 1692.04 2008.36 3,700.4014.65 59.38 5.911 0.00 0.20 2.61 1.00 4 50.0 1.00 0.00 14.20 49.76 0.00 3,309.9 0.0 1872.93 2236.38 4,109.3214.65 63.74 5.968 0.00 0.20 2.61 1.00 5 70.0 1.00 0.00 14.20 49.76 0.00 3,309.9 0.0 2008.98 2400.55 4,409.5214.65 67.21 5.911 0.00 0.20 2.61 1.00 6 90.0 1.00 0.00 14.10 49.76 0.00 3,309.9 0.0 2104.17 2530.98 4,635.1514.65 70.11 5.911 0.00 0.20 2.59 1.00 7 110.0 1.00 0.00 14.46 49.76 0.00 3,545.7 0.0 2234.58 2640.19 4,874.7815.28 72.62 14.842 0.00 0.25 2.44 1.00 8 130.0 1.00 0.00 21.20 49.76 0.00 4,091.0 0.0 3188.09 2734.70 5,922.7911.67 74.84 5.938 0.00 0.19 2.62 1.00 9 150.0 1.00 0.00 14.09 49.76 0.00 3,244.7 0.0 2343.89 2818.34 5,162.2314.46 76.83 5.938 0.00 0.19 2.62 1.0010170.0 1.00 0.00 14.07 49.76 0.00 3,244.7 0.0 2402.95 2893.59 5,296.5314.46 78.66 14.898 0.00 0.24 2.46 1.0011190.0 1.00 0.00 20.83 49.76 0.00 4,049.9 0.0 3419.89 2962.14 6,382.0310.83 80.33 17.328 0.00 0.26 2.41 1.0012210.0 1.00 0.00 22.96 25.79 0.00 3,669.1 0.0 3773.62 1552.41 5,326.0310.00 81.88 5.964 0.00 0.18 2.66 1.0013230.0 1.00 0.00 13.30 15.47 0.00 2,312.4 0.0 2462.36 949.46 3,411.8113.01 83.33 15.009 0.00 0.23 2.50 1.0014250.0 1.00 0.00 20.17 0.00 0.00 2,587.9 0.0 3565.17 0.00 3,565.179.17 84.69 17.394 0.00 0.25 2.43 1.0015270.0 1.00 0.00 22.61 0.00 0.00 2,764.3 0.0 3947.98 0.00 3,947.989.17 85.98 4.813 0.00 0.15 2.77 1.0016290.0 1.00 0.00 10.95 0.00 0.00 1,558.2 0.0 2219.15 0.00 2,219.1510.72 87.19 5.990 0.00 0.18 2.66 1.0017310.0 1.00 0.00 13.33 0.00 0.00 2,114.8 0.0 2629.21 0.00 2,629.2112.83 88.35 6.033 0.00 0.18 2.66 1.0018330.0 1.00 0.00 13.36 0.00 0.00 2,114.8 0.0 2669.84 0.00 2,669.8412.83 89.45 4.833 0.00 0.14 2.80 1.0019350.0 1.00 0.00 10.49 0.00 0.00 1,353.7 0.0 2233.18 0.00 2,233.189.90 90.50 4.833 0.00 0.14 2.80 1.0020370.0 1.00 0.00 10.49 0.00 0.00 1,353.7 0.0 2259.46 0.00 2,259.469.90 91.51 6.076 0.00 0.16 2.73 1.0021390.0 1.00 0.00 12.13 0.00 0.00 1,446.0 0.0 2578.31 0.00 2,578.3110.55 92.48 4.833 0.00 0.14 2.80 1.0022410.0 1.00 0.00 10.49 0.00 0.00 1,353.7 0.0 2308.82 0.00 2,308.829.90 93.41 4.833 0.00 0.14 2.80 1.0023430.0 1.00 0.00 10.49 0.00 0.00 1,353.7 0.0 2332.09 0.00 2,332.099.90 94.09 4.063 0.00 0.19 2.65 1.0024445.0 1.00 0.00 7.25 0.00 0.00 799.5 0.0 1533.98 0.00 1,533.985.51 59,696.3 0.0 84,319.97 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 8IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.2D + 1.0W 158 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0W 60° WindLoad Case: 46.15 0.446 0.00 0.35 2.16 0.80 1 2.0 1.00 0.00 2.55 2.49 0.00 895.1 0.0 216.23 86.90 303.123.49 46.15 3.941 0.00 0.19 2.64 0.80 2 12.0 1.00 0.00 9.92 39.81 0.00 2,604.2 0.0 1029.40 1390.36 2,419.7611.72 53.33 5.911 0.00 0.20 2.61 0.80 3 30.0 1.00 0.00 13.10 49.76 0.00 3,309.9 0.0 1552.01 2008.36 3,560.3714.65 59.38 5.911 0.00 0.20 2.61 0.80 4 50.0 1.00 0.00 13.02 49.76 0.00 3,309.9 0.0 1717.01 2236.38 3,953.4014.65 63.74 5.968 0.00 0.20 2.61 0.80 5 70.0 1.00 0.00 13.01 49.76 0.00 3,309.9 0.0 1840.13 2400.55 4,240.6814.65 67.21 5.911 0.00 0.20 2.61 0.80 6 90.0 1.00 0.00 12.92 49.76 0.00 3,309.9 0.0 1927.71 2530.98 4,458.6914.65 70.11 5.911 0.00 0.20 2.59 0.80 7 110.0 1.00 0.00 13.28 49.76 0.00 3,545.7 0.0 2051.93 2640.19 4,692.1215.28 72.62 14.842 0.00 0.25 2.44 0.80 8 130.0 1.00 0.00 18.23 49.76 0.00 4,091.0 0.0 2741.75 2734.70 5,476.4511.67 74.84 5.938 0.00 0.19 2.62 0.80 9 150.0 1.00 0.00 12.90 49.76 0.00 3,244.7 0.0 2146.35 2818.34 4,964.6914.46 76.83 5.938 0.00 0.19 2.62 0.8010170.0 1.00 0.00 12.88 49.76 0.00 3,244.7 0.0 2200.13 2893.59 5,093.7214.46 78.66 14.898 0.00 0.24 2.46 0.8011190.0 1.00 0.00 17.85 49.76 0.00 4,049.9 0.0 2930.77 2962.14 5,892.9110.83 80.33 17.328 0.00 0.26 2.41 0.8012210.0 1.00 0.00 19.49 25.79 0.00 3,669.1 0.0 3204.02 1552.41 4,756.4310.00 81.88 5.964 0.00 0.18 2.66 0.8013230.0 1.00 0.00 12.11 15.47 0.00 2,312.4 0.0 2241.59 949.46 3,191.0513.01 83.33 15.009 0.00 0.23 2.50 0.8014250.0 1.00 0.00 17.17 0.00 0.00 2,587.9 0.0 3034.62 0.00 3,034.629.17 84.69 17.394 0.00 0.25 2.43 0.8015270.0 1.00 0.00 19.13 0.00 0.00 2,764.3 0.0 3340.49 0.00 3,340.499.17 85.98 4.813 0.00 0.15 2.77 0.8016290.0 1.00 0.00 9.99 0.00 0.00 1,558.2 0.0 2024.13 0.00 2,024.1310.72 87.19 5.990 0.00 0.18 2.66 0.8017310.0 1.00 0.00 12.13 0.00 0.00 2,114.8 0.0 2392.87 0.00 2,392.8712.83 88.35 6.033 0.00 0.18 2.66 0.8018330.0 1.00 0.00 12.16 0.00 0.00 2,114.8 0.0 2428.77 0.00 2,428.7712.83 89.45 4.833 0.00 0.14 2.80 0.8019350.0 1.00 0.00 9.53 0.00 0.00 1,353.7 0.0 2027.45 0.00 2,027.459.90 90.50 4.833 0.00 0.14 2.80 0.8020370.0 1.00 0.00 9.53 0.00 0.00 1,353.7 0.0 2051.31 0.00 2,051.319.90 91.51 6.076 0.00 0.16 2.73 0.8021390.0 1.00 0.00 10.92 0.00 0.00 1,446.0 0.0 2320.06 0.00 2,320.0610.55 92.48 4.833 0.00 0.14 2.80 0.8022410.0 1.00 0.00 9.53 0.00 0.00 1,353.7 0.0 2096.13 0.00 2,096.139.90 93.41 4.833 0.00 0.14 2.80 0.8023430.0 1.00 0.00 9.53 0.00 0.00 1,353.7 0.0 2117.25 0.00 2,117.259.90 94.09 4.063 0.00 0.19 2.65 0.8024445.0 1.00 0.00 6.44 0.00 0.00 799.5 0.0 1362.03 0.00 1,362.035.51 59,696.3 0.0 78,198.51 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 9IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.2D + 1.0W 158 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0W 90° WindLoad Case: 46.15 0.446 0.00 0.35 2.16 0.85 1 2.0 1.00 0.00 2.57 2.49 0.00 895.1 0.0 218.12 86.90 305.013.49 46.15 3.941 0.00 0.19 2.64 0.85 2 12.0 1.00 0.00 10.12 39.81 0.00 2,604.2 0.0 1049.84 1390.36 2,440.2011.72 53.33 5.911 0.00 0.20 2.61 0.85 3 30.0 1.00 0.00 13.40 49.76 0.00 3,309.9 0.0 1587.02 2008.36 3,595.3814.65 59.38 5.911 0.00 0.20 2.61 0.85 4 50.0 1.00 0.00 13.32 49.76 0.00 3,309.9 0.0 1755.99 2236.38 3,992.3814.65 63.74 5.968 0.00 0.20 2.61 0.85 5 70.0 1.00 0.00 13.31 49.76 0.00 3,309.9 0.0 1882.34 2400.55 4,282.8914.65 67.21 5.911 0.00 0.20 2.61 0.85 6 90.0 1.00 0.00 13.21 49.76 0.00 3,309.9 0.0 1971.83 2530.98 4,502.8114.65 70.11 5.911 0.00 0.20 2.59 0.85 7 110.0 1.00 0.00 13.58 49.76 0.00 3,545.7 0.0 2097.60 2640.19 4,737.7915.28 72.62 14.842 0.00 0.25 2.44 0.85 8 130.0 1.00 0.00 18.98 49.76 0.00 4,091.0 0.0 2853.34 2734.70 5,588.0411.67 74.84 5.938 0.00 0.19 2.62 0.85 9 150.0 1.00 0.00 13.20 49.76 0.00 3,244.7 0.0 2195.73 2818.34 5,014.0714.46 76.83 5.938 0.00 0.19 2.62 0.8510170.0 1.00 0.00 13.18 49.76 0.00 3,244.7 0.0 2250.83 2893.59 5,144.4214.46 78.66 14.898 0.00 0.24 2.46 0.8511190.0 1.00 0.00 18.60 49.76 0.00 4,049.9 0.0 3053.05 2962.14 6,015.1910.83 80.33 17.328 0.00 0.26 2.41 0.8512210.0 1.00 0.00 20.36 25.79 0.00 3,669.1 0.0 3346.42 1552.41 4,898.8310.00 81.88 5.964 0.00 0.18 2.66 0.8513230.0 1.00 0.00 12.41 15.47 0.00 2,312.4 0.0 2296.79 949.46 3,246.2413.01 83.33 15.009 0.00 0.23 2.50 0.8514250.0 1.00 0.00 17.92 0.00 0.00 2,587.9 0.0 3167.26 0.00 3,167.269.17 84.69 17.394 0.00 0.25 2.43 0.8515270.0 1.00 0.00 20.00 0.00 0.00 2,764.3 0.0 3492.36 0.00 3,492.369.17 85.98 4.813 0.00 0.15 2.77 0.8516290.0 1.00 0.00 10.23 0.00 0.00 1,558.2 0.0 2072.89 0.00 2,072.8910.72 87.19 5.990 0.00 0.18 2.66 0.8517310.0 1.00 0.00 12.43 0.00 0.00 2,114.8 0.0 2451.95 0.00 2,451.9512.83 88.35 6.033 0.00 0.18 2.66 0.8518330.0 1.00 0.00 12.46 0.00 0.00 2,114.8 0.0 2489.04 0.00 2,489.0412.83 89.45 4.833 0.00 0.14 2.80 0.8519350.0 1.00 0.00 9.77 0.00 0.00 1,353.7 0.0 2078.88 0.00 2,078.889.90 90.50 4.833 0.00 0.14 2.80 0.8520370.0 1.00 0.00 9.77 0.00 0.00 1,353.7 0.0 2103.35 0.00 2,103.359.90 91.51 6.076 0.00 0.16 2.73 0.8521390.0 1.00 0.00 11.22 0.00 0.00 1,446.0 0.0 2384.62 0.00 2,384.6210.55 92.48 4.833 0.00 0.14 2.80 0.8522410.0 1.00 0.00 9.77 0.00 0.00 1,353.7 0.0 2149.30 0.00 2,149.309.90 93.41 4.833 0.00 0.14 2.80 0.8523430.0 1.00 0.00 9.77 0.00 0.00 1,353.7 0.0 2170.96 0.00 2,170.969.90 94.09 4.063 0.00 0.19 2.65 0.8524445.0 1.00 0.00 6.64 0.00 0.00 799.5 0.0 1405.02 0.00 1,405.025.51 59,696.3 0.0 79,728.88 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 10IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 0.9D + 1.0W 158 mph Wind at Normal To Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:0.90 Ice Importance Factor:1.00 0.9D + 1.0W Normal WindLoad Case: 46.15 0.446 0.00 0.35 2.16 1.00 1 2.0 1.00 0.00 2.64 2.49 0.00 671.3 0.0 223.78 86.90 310.683.49 46.15 3.941 0.00 0.19 2.64 1.00 2 12.0 1.00 0.00 10.71 39.81 0.00 1,953.1 0.0 1111.16 1390.36 2,501.5211.72 53.33 5.911 0.00 0.20 2.61 1.00 3 30.0 1.00 0.00 14.29 49.76 0.00 2,482.4 0.0 1692.04 2008.36 3,700.4014.65 59.38 5.911 0.00 0.20 2.61 1.00 4 50.0 1.00 0.00 14.20 49.76 0.00 2,482.4 0.0 1872.93 2236.38 4,109.3214.65 63.74 5.968 0.00 0.20 2.61 1.00 5 70.0 1.00 0.00 14.20 49.76 0.00 2,482.4 0.0 2008.98 2400.55 4,409.5214.65 67.21 5.911 0.00 0.20 2.61 1.00 6 90.0 1.00 0.00 14.10 49.76 0.00 2,482.4 0.0 2104.17 2530.98 4,635.1514.65 70.11 5.911 0.00 0.20 2.59 1.00 7 110.0 1.00 0.00 14.46 49.76 0.00 2,659.2 0.0 2234.58 2640.19 4,874.7815.28 72.62 14.842 0.00 0.25 2.44 1.00 8 130.0 1.00 0.00 21.20 49.76 0.00 3,068.2 0.0 3188.09 2734.70 5,922.7911.67 74.84 5.938 0.00 0.19 2.62 1.00 9 150.0 1.00 0.00 14.09 49.76 0.00 2,433.5 0.0 2343.89 2818.34 5,162.2314.46 76.83 5.938 0.00 0.19 2.62 1.0010170.0 1.00 0.00 14.07 49.76 0.00 2,433.5 0.0 2402.95 2893.59 5,296.5314.46 78.66 14.898 0.00 0.24 2.46 1.0011190.0 1.00 0.00 20.83 49.76 0.00 3,037.4 0.0 3419.89 2962.14 6,382.0310.83 80.33 17.328 0.00 0.26 2.41 1.0012210.0 1.00 0.00 22.96 25.79 0.00 2,751.8 0.0 3773.62 1552.41 5,326.0310.00 81.88 5.964 0.00 0.18 2.66 1.0013230.0 1.00 0.00 13.30 15.47 0.00 1,734.3 0.0 2462.36 949.46 3,411.8113.01 83.33 15.009 0.00 0.23 2.50 1.0014250.0 1.00 0.00 20.17 0.00 0.00 1,940.9 0.0 3565.17 0.00 3,565.179.17 84.69 17.394 0.00 0.25 2.43 1.0015270.0 1.00 0.00 22.61 0.00 0.00 2,073.2 0.0 3947.98 0.00 3,947.989.17 85.98 4.813 0.00 0.15 2.77 1.0016290.0 1.00 0.00 10.95 0.00 0.00 1,168.6 0.0 2219.15 0.00 2,219.1510.72 87.19 5.990 0.00 0.18 2.66 1.0017310.0 1.00 0.00 13.33 0.00 0.00 1,586.1 0.0 2629.21 0.00 2,629.2112.83 88.35 6.033 0.00 0.18 2.66 1.0018330.0 1.00 0.00 13.36 0.00 0.00 1,586.1 0.0 2669.84 0.00 2,669.8412.83 89.45 4.833 0.00 0.14 2.80 1.0019350.0 1.00 0.00 10.49 0.00 0.00 1,015.3 0.0 2233.18 0.00 2,233.189.90 90.50 4.833 0.00 0.14 2.80 1.0020370.0 1.00 0.00 10.49 0.00 0.00 1,015.3 0.0 2259.46 0.00 2,259.469.90 91.51 6.076 0.00 0.16 2.73 1.0021390.0 1.00 0.00 12.13 0.00 0.00 1,084.5 0.0 2578.31 0.00 2,578.3110.55 92.48 4.833 0.00 0.14 2.80 1.0022410.0 1.00 0.00 10.49 0.00 0.00 1,015.3 0.0 2308.82 0.00 2,308.829.90 93.41 4.833 0.00 0.14 2.80 1.0023430.0 1.00 0.00 10.49 0.00 0.00 1,015.3 0.0 2332.09 0.00 2,332.099.90 94.09 4.063 0.00 0.19 2.65 1.0024445.0 1.00 0.00 7.25 0.00 0.00 599.6 0.0 1533.98 0.00 1,533.985.51 44,772.2 0.0 84,319.97 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 11IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 0.9D + 1.0W 158 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:0.90 Ice Importance Factor:1.00 0.9D + 1.0W 60° WindLoad Case: 46.15 0.446 0.00 0.35 2.16 0.80 1 2.0 1.00 0.00 2.55 2.49 0.00 671.3 0.0 216.23 86.90 303.123.49 46.15 3.941 0.00 0.19 2.64 0.80 2 12.0 1.00 0.00 9.92 39.81 0.00 1,953.1 0.0 1029.40 1390.36 2,419.7611.72 53.33 5.911 0.00 0.20 2.61 0.80 3 30.0 1.00 0.00 13.10 49.76 0.00 2,482.4 0.0 1552.01 2008.36 3,560.3714.65 59.38 5.911 0.00 0.20 2.61 0.80 4 50.0 1.00 0.00 13.02 49.76 0.00 2,482.4 0.0 1717.01 2236.38 3,953.4014.65 63.74 5.968 0.00 0.20 2.61 0.80 5 70.0 1.00 0.00 13.01 49.76 0.00 2,482.4 0.0 1840.13 2400.55 4,240.6814.65 67.21 5.911 0.00 0.20 2.61 0.80 6 90.0 1.00 0.00 12.92 49.76 0.00 2,482.4 0.0 1927.71 2530.98 4,458.6914.65 70.11 5.911 0.00 0.20 2.59 0.80 7 110.0 1.00 0.00 13.28 49.76 0.00 2,659.2 0.0 2051.93 2640.19 4,692.1215.28 72.62 14.842 0.00 0.25 2.44 0.80 8 130.0 1.00 0.00 18.23 49.76 0.00 3,068.2 0.0 2741.75 2734.70 5,476.4511.67 74.84 5.938 0.00 0.19 2.62 0.80 9 150.0 1.00 0.00 12.90 49.76 0.00 2,433.5 0.0 2146.35 2818.34 4,964.6914.46 76.83 5.938 0.00 0.19 2.62 0.8010170.0 1.00 0.00 12.88 49.76 0.00 2,433.5 0.0 2200.13 2893.59 5,093.7214.46 78.66 14.898 0.00 0.24 2.46 0.8011190.0 1.00 0.00 17.85 49.76 0.00 3,037.4 0.0 2930.77 2962.14 5,892.9110.83 80.33 17.328 0.00 0.26 2.41 0.8012210.0 1.00 0.00 19.49 25.79 0.00 2,751.8 0.0 3204.02 1552.41 4,756.4310.00 81.88 5.964 0.00 0.18 2.66 0.8013230.0 1.00 0.00 12.11 15.47 0.00 1,734.3 0.0 2241.59 949.46 3,191.0513.01 83.33 15.009 0.00 0.23 2.50 0.8014250.0 1.00 0.00 17.17 0.00 0.00 1,940.9 0.0 3034.62 0.00 3,034.629.17 84.69 17.394 0.00 0.25 2.43 0.8015270.0 1.00 0.00 19.13 0.00 0.00 2,073.2 0.0 3340.49 0.00 3,340.499.17 85.98 4.813 0.00 0.15 2.77 0.8016290.0 1.00 0.00 9.99 0.00 0.00 1,168.6 0.0 2024.13 0.00 2,024.1310.72 87.19 5.990 0.00 0.18 2.66 0.8017310.0 1.00 0.00 12.13 0.00 0.00 1,586.1 0.0 2392.87 0.00 2,392.8712.83 88.35 6.033 0.00 0.18 2.66 0.8018330.0 1.00 0.00 12.16 0.00 0.00 1,586.1 0.0 2428.77 0.00 2,428.7712.83 89.45 4.833 0.00 0.14 2.80 0.8019350.0 1.00 0.00 9.53 0.00 0.00 1,015.3 0.0 2027.45 0.00 2,027.459.90 90.50 4.833 0.00 0.14 2.80 0.8020370.0 1.00 0.00 9.53 0.00 0.00 1,015.3 0.0 2051.31 0.00 2,051.319.90 91.51 6.076 0.00 0.16 2.73 0.8021390.0 1.00 0.00 10.92 0.00 0.00 1,084.5 0.0 2320.06 0.00 2,320.0610.55 92.48 4.833 0.00 0.14 2.80 0.8022410.0 1.00 0.00 9.53 0.00 0.00 1,015.3 0.0 2096.13 0.00 2,096.139.90 93.41 4.833 0.00 0.14 2.80 0.8023430.0 1.00 0.00 9.53 0.00 0.00 1,015.3 0.0 2117.25 0.00 2,117.259.90 94.09 4.063 0.00 0.19 2.65 0.8024445.0 1.00 0.00 6.44 0.00 0.00 599.6 0.0 1362.03 0.00 1,362.035.51 44,772.2 0.0 78,198.51 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 12IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 0.9D + 1.0W 158 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:0.90 Ice Importance Factor:1.00 0.9D + 1.0W 90° WindLoad Case: 46.15 0.446 0.00 0.35 2.16 0.85 1 2.0 1.00 0.00 2.57 2.49 0.00 671.3 0.0 218.12 86.90 305.013.49 46.15 3.941 0.00 0.19 2.64 0.85 2 12.0 1.00 0.00 10.12 39.81 0.00 1,953.1 0.0 1049.84 1390.36 2,440.2011.72 53.33 5.911 0.00 0.20 2.61 0.85 3 30.0 1.00 0.00 13.40 49.76 0.00 2,482.4 0.0 1587.02 2008.36 3,595.3814.65 59.38 5.911 0.00 0.20 2.61 0.85 4 50.0 1.00 0.00 13.32 49.76 0.00 2,482.4 0.0 1755.99 2236.38 3,992.3814.65 63.74 5.968 0.00 0.20 2.61 0.85 5 70.0 1.00 0.00 13.31 49.76 0.00 2,482.4 0.0 1882.34 2400.55 4,282.8914.65 67.21 5.911 0.00 0.20 2.61 0.85 6 90.0 1.00 0.00 13.21 49.76 0.00 2,482.4 0.0 1971.83 2530.98 4,502.8114.65 70.11 5.911 0.00 0.20 2.59 0.85 7 110.0 1.00 0.00 13.58 49.76 0.00 2,659.2 0.0 2097.60 2640.19 4,737.7915.28 72.62 14.842 0.00 0.25 2.44 0.85 8 130.0 1.00 0.00 18.98 49.76 0.00 3,068.2 0.0 2853.34 2734.70 5,588.0411.67 74.84 5.938 0.00 0.19 2.62 0.85 9 150.0 1.00 0.00 13.20 49.76 0.00 2,433.5 0.0 2195.73 2818.34 5,014.0714.46 76.83 5.938 0.00 0.19 2.62 0.8510170.0 1.00 0.00 13.18 49.76 0.00 2,433.5 0.0 2250.83 2893.59 5,144.4214.46 78.66 14.898 0.00 0.24 2.46 0.8511190.0 1.00 0.00 18.60 49.76 0.00 3,037.4 0.0 3053.05 2962.14 6,015.1910.83 80.33 17.328 0.00 0.26 2.41 0.8512210.0 1.00 0.00 20.36 25.79 0.00 2,751.8 0.0 3346.42 1552.41 4,898.8310.00 81.88 5.964 0.00 0.18 2.66 0.8513230.0 1.00 0.00 12.41 15.47 0.00 1,734.3 0.0 2296.79 949.46 3,246.2413.01 83.33 15.009 0.00 0.23 2.50 0.8514250.0 1.00 0.00 17.92 0.00 0.00 1,940.9 0.0 3167.26 0.00 3,167.269.17 84.69 17.394 0.00 0.25 2.43 0.8515270.0 1.00 0.00 20.00 0.00 0.00 2,073.2 0.0 3492.36 0.00 3,492.369.17 85.98 4.813 0.00 0.15 2.77 0.8516290.0 1.00 0.00 10.23 0.00 0.00 1,168.6 0.0 2072.89 0.00 2,072.8910.72 87.19 5.990 0.00 0.18 2.66 0.8517310.0 1.00 0.00 12.43 0.00 0.00 1,586.1 0.0 2451.95 0.00 2,451.9512.83 88.35 6.033 0.00 0.18 2.66 0.8518330.0 1.00 0.00 12.46 0.00 0.00 1,586.1 0.0 2489.04 0.00 2,489.0412.83 89.45 4.833 0.00 0.14 2.80 0.8519350.0 1.00 0.00 9.77 0.00 0.00 1,015.3 0.0 2078.88 0.00 2,078.889.90 90.50 4.833 0.00 0.14 2.80 0.8520370.0 1.00 0.00 9.77 0.00 0.00 1,015.3 0.0 2103.35 0.00 2,103.359.90 91.51 6.076 0.00 0.16 2.73 0.8521390.0 1.00 0.00 11.22 0.00 0.00 1,084.5 0.0 2384.62 0.00 2,384.6210.55 92.48 4.833 0.00 0.14 2.80 0.8522410.0 1.00 0.00 9.77 0.00 0.00 1,015.3 0.0 2149.30 0.00 2,149.309.90 93.41 4.833 0.00 0.14 2.80 0.8523430.0 1.00 0.00 9.77 0.00 0.00 1,015.3 0.0 2170.96 0.00 2,170.969.90 94.09 4.063 0.00 0.19 2.65 0.8524445.0 1.00 0.00 6.64 0.00 0.00 599.6 0.0 1405.02 0.00 1,405.025.51 44,772.2 0.0 79,728.88 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 13IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.0D + 1.0W 60 mph Wind at Normal To Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.00 Ice Importance Factor:1.00 1.0D + 1.0W Normal WindLoad Case: 6.65 0.446 0.00 0.35 2.16 1.00 1 2.0 1.00 0.00 2.64 2.49 0.00 745.9 0.0 32.30 12.53 44.833.49 6.65 3.941 0.00 0.19 2.64 1.00 2 12.0 1.00 0.00 10.73 39.81 0.00 2,170.2 0.0 160.43 200.50 360.9411.72 7.69 5.911 0.00 0.20 2.61 1.00 3 30.0 1.00 0.00 14.41 49.76 0.00 2,758.2 0.0 246.11 289.62 535.7314.65 8.56 5.911 0.00 0.20 2.61 1.00 4 50.0 1.00 0.00 14.41 49.76 0.00 2,758.2 0.0 274.06 322.50 596.5614.65 9.19 5.968 0.00 0.20 2.61 1.00 5 70.0 1.00 0.00 14.47 49.76 0.00 2,758.2 0.0 295.15 346.18 641.3214.65 9.69 5.911 0.00 0.20 2.61 1.00 6 90.0 1.00 0.00 14.41 49.76 0.00 2,758.2 0.0 310.16 364.99 675.1414.65 10.11 5.911 0.00 0.20 2.59 1.00 7 110.0 1.00 0.00 14.81 49.76 0.00 2,954.7 0.0 329.88 380.74 710.6115.28 10.47 14.842 0.00 0.25 2.44 1.00 8 130.0 1.00 0.00 21.67 49.76 0.00 3,409.1 0.0 469.85 394.36 864.2111.67 10.79 5.938 0.00 0.19 2.62 1.00 9 150.0 1.00 0.00 14.34 49.76 0.00 2,703.9 0.0 343.94 406.43 750.3714.46 11.08 5.938 0.00 0.19 2.62 1.0010170.0 1.00 0.00 14.34 49.76 0.00 2,703.9 0.0 353.12 417.28 770.4014.46 11.34 14.898 0.00 0.24 2.46 1.0011190.0 1.00 0.00 21.22 49.76 0.00 3,374.9 0.0 502.33 427.16 929.4910.83 11.58 17.328 0.00 0.26 2.41 1.0012210.0 1.00 0.00 23.20 25.79 0.00 3,057.5 0.0 549.97 223.87 773.8410.00 11.81 5.964 0.00 0.18 2.66 1.0013230.0 1.00 0.00 13.48 15.47 0.00 1,927.0 0.0 359.75 136.92 496.6713.01 12.02 15.009 0.00 0.23 2.50 1.0014250.0 1.00 0.00 20.33 0.00 0.00 2,156.6 0.0 518.20 0.00 518.209.17 12.21 17.394 0.00 0.25 2.43 1.0015270.0 1.00 0.00 22.77 0.00 0.00 2,303.6 0.0 573.29 0.00 573.299.17 12.40 4.813 0.00 0.15 2.77 1.0016290.0 1.00 0.00 10.95 0.00 0.00 1,298.5 0.0 320.02 0.00 320.0210.72 12.57 5.990 0.00 0.18 2.66 1.0017310.0 1.00 0.00 13.41 0.00 0.00 1,762.3 0.0 381.39 0.00 381.3912.83 12.74 6.033 0.00 0.18 2.66 1.0018330.0 1.00 0.00 13.45 0.00 0.00 1,762.3 0.0 387.51 0.00 387.5112.83 12.90 4.833 0.00 0.14 2.80 1.0019350.0 1.00 0.00 10.49 0.00 0.00 1,128.1 0.0 322.04 0.00 322.049.90 13.05 4.833 0.00 0.14 2.80 1.0020370.0 1.00 0.00 10.49 0.00 0.00 1,128.1 0.0 325.83 0.00 325.839.90 13.20 6.076 0.00 0.16 2.73 1.0021390.0 1.00 0.00 12.13 0.00 0.00 1,205.0 0.0 371.81 0.00 371.8110.55 13.34 4.833 0.00 0.14 2.80 1.0022410.0 1.00 0.00 10.49 0.00 0.00 1,128.1 0.0 332.95 0.00 332.959.90 13.47 4.833 0.00 0.14 2.80 1.0023430.0 1.00 0.00 10.49 0.00 0.00 1,128.1 0.0 336.30 0.00 336.309.90 13.57 4.063 0.00 0.19 2.65 1.0024445.0 1.00 0.00 7.25 0.00 0.00 666.2 0.0 221.21 0.00 221.215.51 49,746.9 0.0 12,240.68 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 14IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.0D + 1.0W 60 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.00 Ice Importance Factor:1.00 1.0D + 1.0W 60° WindLoad Case: 6.65 0.446 0.00 0.35 2.16 0.80 1 2.0 1.00 0.00 2.55 2.49 0.00 745.9 0.0 31.21 12.53 43.743.49 6.65 3.941 0.00 0.19 2.64 0.80 2 12.0 1.00 0.00 9.94 39.81 0.00 2,170.2 0.0 148.64 200.50 349.1511.72 7.69 5.911 0.00 0.20 2.61 0.80 3 30.0 1.00 0.00 13.23 49.76 0.00 2,758.2 0.0 225.92 289.62 515.5414.65 8.56 5.911 0.00 0.20 2.61 0.80 4 50.0 1.00 0.00 13.23 49.76 0.00 2,758.2 0.0 251.57 322.50 574.0714.65 9.19 5.968 0.00 0.20 2.61 0.80 5 70.0 1.00 0.00 13.27 49.76 0.00 2,758.2 0.0 270.80 346.18 616.9814.65 9.69 5.911 0.00 0.20 2.61 0.80 6 90.0 1.00 0.00 13.23 49.76 0.00 2,758.2 0.0 284.71 364.99 649.6914.65 10.11 5.911 0.00 0.20 2.59 0.80 7 110.0 1.00 0.00 13.62 49.76 0.00 2,954.7 0.0 303.54 380.74 684.2715.28 10.47 14.842 0.00 0.25 2.44 0.80 8 130.0 1.00 0.00 18.70 49.76 0.00 3,409.1 0.0 405.48 394.36 799.8511.67 10.79 5.938 0.00 0.19 2.62 0.80 9 150.0 1.00 0.00 13.15 49.76 0.00 2,703.9 0.0 315.45 406.43 721.8814.46 11.08 5.938 0.00 0.19 2.62 0.8010170.0 1.00 0.00 13.15 49.76 0.00 2,703.9 0.0 323.87 417.28 741.1514.46 11.34 14.898 0.00 0.24 2.46 0.8011190.0 1.00 0.00 18.24 49.76 0.00 3,374.9 0.0 431.80 427.16 858.9610.83 11.58 17.328 0.00 0.26 2.41 0.8012210.0 1.00 0.00 19.74 25.79 0.00 3,057.5 0.0 467.83 223.87 691.7010.00 11.81 5.964 0.00 0.18 2.66 0.8013230.0 1.00 0.00 12.29 15.47 0.00 1,927.0 0.0 327.91 136.92 464.8313.01 12.02 15.009 0.00 0.23 2.50 0.8014250.0 1.00 0.00 17.33 0.00 0.00 2,156.6 0.0 441.69 0.00 441.699.17 12.21 17.394 0.00 0.25 2.43 0.8015270.0 1.00 0.00 19.29 0.00 0.00 2,303.6 0.0 485.68 0.00 485.689.17 12.40 4.813 0.00 0.15 2.77 0.8016290.0 1.00 0.00 9.99 0.00 0.00 1,298.5 0.0 291.90 0.00 291.9010.72 12.57 5.990 0.00 0.18 2.66 0.8017310.0 1.00 0.00 12.21 0.00 0.00 1,762.3 0.0 347.31 0.00 347.3112.83 12.74 6.033 0.00 0.18 2.66 0.8018330.0 1.00 0.00 12.24 0.00 0.00 1,762.3 0.0 352.75 0.00 352.7512.83 12.90 4.833 0.00 0.14 2.80 0.8019350.0 1.00 0.00 9.53 0.00 0.00 1,128.1 0.0 292.37 0.00 292.379.90 13.05 4.833 0.00 0.14 2.80 0.8020370.0 1.00 0.00 9.53 0.00 0.00 1,128.1 0.0 295.81 0.00 295.819.90 13.20 6.076 0.00 0.16 2.73 0.8021390.0 1.00 0.00 10.92 0.00 0.00 1,205.0 0.0 334.57 0.00 334.5710.55 13.34 4.833 0.00 0.14 2.80 0.8022410.0 1.00 0.00 9.53 0.00 0.00 1,128.1 0.0 302.28 0.00 302.289.90 13.47 4.833 0.00 0.14 2.80 0.8023430.0 1.00 0.00 9.53 0.00 0.00 1,128.1 0.0 305.32 0.00 305.329.90 13.57 4.063 0.00 0.19 2.65 0.8024445.0 1.00 0.00 6.44 0.00 0.00 666.2 0.0 196.42 0.00 196.425.51 49,746.9 0.0 11,357.92 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 15IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.0D + 1.0W 60 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.00 Ice Importance Factor:1.00 1.0D + 1.0W 90° WindLoad Case: 6.65 0.446 0.00 0.35 2.16 0.85 1 2.0 1.00 0.00 2.58 2.49 0.00 745.9 0.0 31.48 12.53 44.013.49 6.65 3.941 0.00 0.19 2.64 0.85 2 12.0 1.00 0.00 10.13 39.81 0.00 2,170.2 0.0 151.59 200.50 352.0911.72 7.69 5.911 0.00 0.20 2.61 0.85 3 30.0 1.00 0.00 13.52 49.76 0.00 2,758.2 0.0 230.97 289.62 520.5914.65 8.56 5.911 0.00 0.20 2.61 0.85 4 50.0 1.00 0.00 13.52 49.76 0.00 2,758.2 0.0 257.19 322.50 579.7014.65 9.19 5.968 0.00 0.20 2.61 0.85 5 70.0 1.00 0.00 13.57 49.76 0.00 2,758.2 0.0 276.89 346.18 623.0614.65 9.69 5.911 0.00 0.20 2.61 0.85 6 90.0 1.00 0.00 13.52 49.76 0.00 2,758.2 0.0 291.07 364.99 656.0614.65 10.11 5.911 0.00 0.20 2.59 0.85 7 110.0 1.00 0.00 13.92 49.76 0.00 2,954.7 0.0 310.12 380.74 690.8615.28 10.47 14.842 0.00 0.25 2.44 0.85 8 130.0 1.00 0.00 19.44 49.76 0.00 3,409.1 0.0 421.57 394.36 815.9411.67 10.79 5.938 0.00 0.19 2.62 0.85 9 150.0 1.00 0.00 13.45 49.76 0.00 2,703.9 0.0 322.57 406.43 729.0014.46 11.08 5.938 0.00 0.19 2.62 0.8510170.0 1.00 0.00 13.45 49.76 0.00 2,703.9 0.0 331.19 417.28 748.4614.46 11.34 14.898 0.00 0.24 2.46 0.8511190.0 1.00 0.00 18.99 49.76 0.00 3,374.9 0.0 449.43 427.16 876.5910.83 11.58 17.328 0.00 0.26 2.41 0.8512210.0 1.00 0.00 20.60 25.79 0.00 3,057.5 0.0 488.36 223.87 712.2310.00 11.81 5.964 0.00 0.18 2.66 0.8513230.0 1.00 0.00 12.58 15.47 0.00 1,927.0 0.0 335.87 136.92 472.7913.01 12.02 15.009 0.00 0.23 2.50 0.8514250.0 1.00 0.00 18.08 0.00 0.00 2,156.6 0.0 460.82 0.00 460.829.17 12.21 17.394 0.00 0.25 2.43 0.8515270.0 1.00 0.00 20.16 0.00 0.00 2,303.6 0.0 507.58 0.00 507.589.17 12.40 4.813 0.00 0.15 2.77 0.8516290.0 1.00 0.00 10.23 0.00 0.00 1,298.5 0.0 298.93 0.00 298.9310.72 12.57 5.990 0.00 0.18 2.66 0.8517310.0 1.00 0.00 12.51 0.00 0.00 1,762.3 0.0 355.83 0.00 355.8312.83 12.74 6.033 0.00 0.18 2.66 0.8518330.0 1.00 0.00 12.54 0.00 0.00 1,762.3 0.0 361.44 0.00 361.4412.83 12.90 4.833 0.00 0.14 2.80 0.8519350.0 1.00 0.00 9.77 0.00 0.00 1,128.1 0.0 299.79 0.00 299.799.90 13.05 4.833 0.00 0.14 2.80 0.8520370.0 1.00 0.00 9.77 0.00 0.00 1,128.1 0.0 303.32 0.00 303.329.90 13.20 6.076 0.00 0.16 2.73 0.8521390.0 1.00 0.00 11.22 0.00 0.00 1,205.0 0.0 343.88 0.00 343.8810.55 13.34 4.833 0.00 0.14 2.80 0.8522410.0 1.00 0.00 9.77 0.00 0.00 1,128.1 0.0 309.95 0.00 309.959.90 13.47 4.833 0.00 0.14 2.80 0.8523430.0 1.00 0.00 9.77 0.00 0.00 1,128.1 0.0 313.07 0.00 313.079.90 13.57 4.063 0.00 0.19 2.65 0.8524445.0 1.00 0.00 6.64 0.00 0.00 666.2 0.0 202.61 0.00 202.615.51 49,746.9 0.0 11,578.61 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Compression Summary Page: 16IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Member Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Leg Use %ControlsX Y ZSect Top Elev LEG MEMBERS SOL - 3 1/4" SOLID -171.00 1.2D + 1.0W 60° Wind 1.85 100 100 100 27.32 353.49 48.4 Member X50.0014 SOL - 3 1/4" SOLID -155.11 1.2D + 1.0W 60° Wind 3.97 100 100 100 58.62 290.39 53.4 Member X50.00220 SOL - 3 1/4" SOLID -156.77 1.2D + 1.0W 60° Wind 3.95 100 100 100 58.34 291.08 53.9 Member X50.00340 SOL - 3 1/4" SOLID -158.00 1.2D + 1.0W 60° Wind 3.95 100 100 100 58.34 291.08 54.3 Member X50.00460 SOL - 3 1/4" SOLID -140.79 1.2D + 1.0W 60° Wind 3.95 100 100 100 58.34 291.08 48.4 Member X50.00580 SOL - 3 1/4" SOLID -136.69 1.2D + 1.0W 60° Wind 3.95 100 100 100 58.34 291.08 47.0 Member X50.006100 SOL - 3 1/4" SOLID -148.80 1.2D + 1.0W Normal Wind 3.95 100 100 100 58.34 291.08 51.1 Member X50.007120 SOL - 3 1/2" S0LID -166.25 1.2D + 1.0W Normal Wind 3.95 100 100 100 54.17 349.34 47.6 Member X50.008140 SOL - 3" SOLID -136.07 1.2D + 1.0W Normal Wind 3.95 100 100 100 63.20 237.54 57.3 Member X50.009160 SOL - 3" SOLID -108.16 1.2D + 1.0W 90° Wind 3.95 100 100 100 63.20 237.54 45.5 Member X50.0010180 SOL - 3 1/4" SOLID -110.38 1.2D + 1.0W Normal Wind 3.95 100 100 100 58.34 291.08 37.9 Member X50.0011200 SOL - 3" SOLID -96.38 1.2D + 1.0W 60° Wind 3.95 100 100 100 63.20 237.54 40.6 Member X50.0012220 SOL - 2 3/4" SOLID -111.96 1.2D + 1.0W 60° Wind 3.95 100 100 100 68.95 188.81 59.3 Member X50.0013240 SOL - 2 3/4" SOLID -98.10 1.2D + 1.0W 60° Wind 3.95 100 100 100 68.95 188.81 52.0 Member X50.0014260 SOL - 2 3/4" SOLID -60.85 1.2D + 1.0W 60° Wind 3.95 100 100 100 68.95 188.81 32.2 Member X50.0015280 SOL - 2 1/4" SOLID -55.44 1.2D + 1.0W 90° Wind 3.95 100 100 100 84.27 106.46 52.1 Member X50.0016300 SOL - 2 1/2" SOLID -52.51 1.2D + 1.0W 90° Wind 3.95 100 100 100 75.84 145.06 36.2 Member X50.0017320 SOL - 2 1/2" SOLID -55.69 1.2D + 1.0W 90° Wind 3.95 100 100 100 75.84 145.06 38.4 Member X50.0018340 SOL - 2" SOLID -41.86 1.2D + 1.0W 60° Wind 3.95 100 100 100 94.80 73.28 57.1 Member X50.0019360 SOL - 2" SOLID -42.67 1.2D + 1.0W 60° Wind 3.95 100 100 100 94.80 73.28 58.2 Member X50.0020380 SOL - 2" SOLID -41.71 1.2D + 1.0W 60° Wind 3.95 100 100 100 94.80 73.28 56.9 Member X50.0021400 SOL - 2" SOLID -34.01 1.2D + 1.0W 60° Wind 3.95 100 100 100 94.80 73.28 46.4 Member X50.0022420 SOL - 2" SOLID -33.67 1.2D + 1.0W 60° Wind 3.95 100 100 100 94.80 73.28 45.9 Member X50.0023440 SOL - 2" SOLID -27.89 1.2D + 1.0W 60° Wind 3.25 100 100 100 78.00 90.61 30.8 Member X50.0024450 Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %ControlsX Y Z HORIZONTAL MEMBERS MemberSect Top Elev 1 4 0.00 0 0 2 20 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 5.00 100 100 100 120.75 17.59 0 0 18.0 Member Z-3.17 36.00 3 40 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 5.00 100 100 100 120.75 17.59 0 0 5.0 Member Z-0.89 36.00 4 60 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 5.00 100 100 100 120.75 17.59 0 0 18.9 Member Z-3.32 36.00 5 80 SAE - 2.5X2.5X0.1875 0.9D + 1.0W 90° Wind 5.00 100 100 100 120.75 17.59 0 0 13.9 Member Z-2.44 36.00 6 100 0.00 0 0 7 120 SAE - 2.5X2.5X0.25 1.2D + 1.0W 90° Wind 5.00 100 100 100 121.35 23.00 0 0 20.3 Member Z-4.67 36.00 8 140 SAE - 3X3X0.25 1.2D + 1.0W Normal Wind 5.00 100 100 100 110.68 31.87 0 0 19.8 Member Z-6.31 36.00 9 160 SAE - 2.5X2.5X0.25 0.9D + 1.0W Normal Wind 5.00 100 100 100 121.35 23.00 0 0 9.8 Member Z-2.25 36.00 10 180 0.00 0 0 11 200 SAE - 3X3X0.3125 1.2D + 1.0W 90° Wind 5.00 100 100 100 110.93 39.28 0 0 25.9 Member Z-10.1 8 36.00 12 220 0.00 0 0 13 240 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 5.00 100 100 100 120.75 17.59 0 0 26.1 Member Z-4.60 36.00 14 260 SAE - 3X3X0.25 1.2D + 1.0W 90° Wind 5.00 100 100 100 110.68 31.87 0 0 19.3 Member Z-6.16 36.00 15 280 SAE - 3X3X0.25 1.2D + 1.0W Normal Wind 5.00 100 100 100 110.68 31.87 0 0 4.4 Member Z-1.40 36.00 16 300 SAE - 2X2X0.25 1.2D + 1.0W 60° Wind 5.00 100 100 100 140.57 13.62 0 0 6.1 Member Z-0.84 36.00 17 320 0.00 0 0 18 340 0.00 0 0 19 360 SAE - 2X2X0.25 0.9D + 1.0W 90° Wind 5.00 100 100 100 140.57 13.62 0 0 14.5 Member Z-1.97 36.00 20 380 SAE - 2X2X0.25 0.9D + 1.0W 60° Wind 5.00 100 100 100 140.57 13.62 0 0 3.0 Member Z-0.41 36.00 21 400 0.00 0 0 22 420 0.00 0 0 23 440 0.00 0 0 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Compression Summary Page: 17IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %ControlsX Y Z HORIZONTAL MEMBERS MemberSect Top Elev 24 450 SAE - 2.5X2.5X0.1875 0.9D + 1.0W Normal Wind 5.00 100 100 100 120.75 17.59 0 0 5.0 Member Z-0.89 36.00 Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %ControlsX Y Z DIAGONAL MEMBERS MemberSect Top Elev 1 4 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 2.71 50 50 50 77.96 12.75 0 0 T-Only-3.71 50.00 2 20 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.38 50 50 50 183.85 2.95 0 0 T-Only-2.05 50.00 3 40 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 183.51 2.96 0 0 T-Only-2.84 50.00 4 60 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 183.51 2.96 0 0 T-Only-2.08 50.00 5 80 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 183.51 2.96 0 0 T-Only-1.00 50.00 6 100 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 183.51 2.96 0 0 T-Only-1.73 50.00 7 120 SOL - 7/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 157.26 5.49 0 0 T-Only-0.52 50.00 8 140 PLT - 2"X1/2"1.2D + 1.0W Normal Wind 6.37 50 50 50 238.95 3.96 0 0 T-Only-3.39 50.00 9 160 SOL - 7/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 157.26 5.49 0 0 T-Only-2.26 50.00 10 180 SOL - 7/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 157.26 5.49 0 0 T-Only-3.36 50.00 11 200 PLT - 2"X5/8"1.2D + 1.0W Normal Wind 6.37 50 50 50 191.16 7.73 0 0 T-Only-2.61 50.00 12 220 PLT - 2"X5/8"1.2D + 1.0W Normal Wind 6.37 50 50 50 191.16 7.73 0 0 T-Only-7.49 50.00 13 240 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 183.51 2.96 0 0 T-Only-2.15 50.00 14 260 PLT - 2"X1/2"1.2D + 1.0W Normal Wind 6.37 50 50 50 238.95 3.96 0 0 T-Only-0.06 50.00 15 280 PLT - 2"X1/2"1.2D + 1.0W Normal Wind 6.37 50 50 50 238.95 3.96 0 0 T-Only-1.93 50.00 16 300 SOL - 5/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 220.57 1.42 0 0 T-Only-0.32 50.00 17 320 SOL - 7/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 157.26 5.49 0 0 T-Only-0.86 50.00 18 340 SOL - 7/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 157.26 5.49 0 0 T-Only-0.15 50.00 19 360 SOL - 5/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 220.57 1.42 0 0 T-Only-0.96 50.00 20 380 SOL - 5/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 220.57 1.42 0 0 T-Only-1.24 50.00 21 400 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 183.51 2.96 0 0 T-Only-0.12 50.00 22 420 SOL - 5/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 220.57 1.42 0 0 T-Only-1.04 50.00 23 440 SOL - 5/8" SOLID 1.2D + 1.0W Normal Wind 6.37 50 50 50 220.57 1.42 0 0 T-Only-0.10 50.00 24 450 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 5.96 50 50 50 171.75 3.38 0 0 T-Only-0.94 50.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Tension Summary Page: 18IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Leg Use %Controls Top ElevSect LEG MEMBERS 1 4 0 0.00 2 20 0 0.00 3 40 0 0.00 4 60 0 0.00 5 80 0 0.00 6 100 0 0.00 7 120 0 0.00 8 140 0 0.00 9 160 0 0.00 10 180 0 0.00 11 200 0 0.00 12 220 0 0.00 13 240 0 0.00 14 260 0 0.00 15 280 0 0.00 16 300 0 0.00 17 320 0 0.00 18 340 0 0.00 19 360 0 0.00 20 380 0 0.00 21 400 0 0.00 22 420 0 0.00 23 440 0 0.00 24 450 SOL - 2" SOLID 0.32 0.9D + 1.0W 60° Wind 50 0.2 Member141.37 Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %Controls Top ElevSect HORIZONTAL MEMBERS B.S. Cap (kips) 1 4 PLT - 4" x 5/8"1.2D + 1.0W 60° Wind 36 0 0 65.1 Member81.0052.72 2 20 SAE - 2.5X2.5X0.1875 1.2D + 1.0W Normal Wind 36 0 0 11.4 Member29.223.32 3 40 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 36 0 0 11.3 Member29.223.29 4 60 SAE - 2.5X2.5X0.1875 1.2D + 1.0W Normal Wind 36 0 0 11.1 Member29.223.26 5 80 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 36 0 0 10.1 Member29.222.94 6 100 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 60° Wind 36 0 0 10.4 Member29.223.05 7 120 SAE - 2.5X2.5X0.25 1.2D + 1.0W 60° Wind 36 0 0 10.4 Member38.564.02 8 140 SAE - 3X3X0.25 1.2D + 1.0W 60° Wind 36 0 0 10.7 Member46.665.01 9 160 SAE - 2.5X2.5X0.25 1.2D + 1.0W 90° Wind 36 0 0 10.8 Member38.564.16 10 180 SAE - 2.5X2.5X0.25 1.2D + 1.0W 90° Wind 36 0 0 9.9 Member38.563.82 11 200 SAE - 3X3X0.3125 1.2D + 1.0W 60° Wind 36 0 0 11.2 Member57.676.47 12 220 SAE - 3X3X0.3125 1.2D + 1.0W 90° Wind 36 0 0 10.7 Member57.676.15 13 240 SAE - 2.5X2.5X0.1875 1.2D + 1.0W Normal Wind 36 0 0 14.8 Member29.224.32 14 260 SAE - 3X3X0.25 1.2D + 1.0W 60° Wind 36 0 0 10.6 Member46.664.93 15 280 SAE - 3X3X0.25 1.2D + 1.0W 60° Wind 36 0 0 7.9 Member46.663.68 16 300 SAE - 2X2X0.25 1.2D + 1.0W 60° Wind 36 0 0 6.4 Member30.461.94 17 320 SAE - 2.5X2.5X0.25 1.2D + 1.0W 60° Wind 36 0 0 6.9 Member38.562.64 18 340 SAE - 2.5X2.5X0.25 1.2D + 1.0W 60° Wind 36 0 0 5.1 Member38.561.95 19 360 SAE - 2X2X0.25 1.2D + 1.0W Normal Wind 36 0 0 5.6 Member30.461.71 20 380 SAE - 2X2X0.25 1.2D + 1.0W Normal Wind 36 0 0 5.8 Member30.461.75 21 400 SAE - 2.5X2.5X0.1875 1.2D + 1.0W Normal Wind 36 0 0 4.8 Member29.221.39 22 420 SAE - 2X2X0.25 1.2D + 1.0W Normal Wind 36 0 0 4.1 Member30.461.25 23 440 SAE - 2X2X0.25 1.2D + 1.0W Normal Wind 36 0 0 4.0 Member30.461.22 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Tension Summary Page: 19IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %Controls Top ElevSect HORIZONTAL MEMBERS B.S. Cap (kips) 24 450 SAE - 2.5X2.5X0.1875 1.2D + 1.0W Normal Wind 36 0 0 0.9 Member29.220.25 Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %Controls Top ElevSect DIAGONAL MEMBERS B.S. Cap (kips) 1 4 SOL - 3/4" SOLID 1.2D + 1.0W 60° Wind 50 0 0 11.8 Member19.882.34 2 20 SOL - 3/4" SOLID 1.2D + 1.0W 90° Wind 50 0 0 19.5 Member19.883.88 3 40 SOL - 3/4" SOLID 1.2D + 1.0W 60° Wind 50 0 0 8.8 Member19.881.75 4 60 SOL - 3/4" SOLID 0.9D + 1.0W 90° Wind 50 0 0 23.6 Member19.884.68 5 80 SOL - 3/4" SOLID 0.9D + 1.0W 90° Wind 50 0 0 26.0 Member19.885.16 6 100 SOL - 3/4" SOLID 1.2D + 1.0W Normal Wind 50 0 0 10.7 Member19.882.13 7 120 SOL - 7/8" SOLID 1.2D + 1.0W 90° Wind 50 0 0 24.2 Member27.066.56 8 140 PLT - 2"X1/2"1.2D + 1.0W 90° Wind 50 0 0 18.8 Member45.008.46 9 160 SOL - 7/8" SOLID 0.9D + 1.0W Normal Wind 50 0 0 20.5 Member27.065.55 10 180 SOL - 7/8" SOLID 50 0 00.000.00 11 200 PLT - 2"X5/8"1.2D + 1.0W 90° Wind 50 0 0 23.5 Member56.2513.21 12 220 PLT - 2"X5/8"0.9D + 1.0W Normal Wind 50 0 0 0.6 Member56.250.35 13 240 SOL - 3/4" SOLID 1.2D + 1.0W 90° Wind 50 0 0 32.5 Member19.886.46 14 260 PLT - 2"X1/2"1.2D + 1.0W 90° Wind 50 0 0 17.9 Member45.008.04 15 280 PLT - 2"X1/2"1.2D + 1.0W Normal Wind 50 0 0 7.5 Member45.003.39 16 300 SOL - 5/8" SOLID 1.2D + 1.0W 60° Wind 50 0 0 8.8 Member13.811.21 17 320 SOL - 7/8" SOLID 50 0 00.000.00 18 340 SOL - 7/8" SOLID 0.9D + 1.0W 60° Wind 50 0 0 7.6 Member27.062.07 19 360 SOL - 5/8" SOLID 0.9D + 1.0W 90° Wind 50 0 0 19.2 Member13.812.64 20 380 SOL - 5/8" SOLID 0.9D + 1.0W 60° Wind 50 0 0 6.1 Member13.810.84 21 400 SOL - 3/4" SOLID 0.9D + 1.0W 90° Wind 50 0 0 7.8 Member19.881.56 22 420 SOL - 5/8" SOLID 0.9D + 1.0W Normal Wind 50 0 0 1.8 Member13.810.25 23 440 SOL - 5/8" SOLID 1.2D + 1.0W Normal Wind 50 0 0 3.0 Member13.810.42 24 450 SOL - 3/4" SOLID 0.9D + 1.0W 60° Wind 50 0 0 7.8 Member19.881.54 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Section Forces Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Page: 20IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor 1.20 1.00 Load Case: 1.2D + 1.0Ev + 1.0Eh Seismic Load Factor R 3.0000Seismic Importance Factor S1 SsSds Sd1 W1 0.053 40.044 80.000 0 0.0500 0.0280 1.00 Fv Fa 1.6000 2.4000 Vs 2.3918 Kg Ke 1.1504 0.0158 T 0.8008 TL 8.0000 Cs 0.0300 f1 1.2487 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 2.00 1 0.12745.92 7.96 12.00 2 3.252170.1 5 23.16 30.00 3 12.282758.2 1 29.44 50.00 4 22.102758.2 1 29.44 70.00 5 39.303249.1 1 34.67 90.00 6 43.462758.2 1 29.44 110.00 7 59.472963.7 1 31.63 130.00 8 129.234923.7 5 52.55 150.00 9 76.462703.9 1 28.86 170.0010 88.302703.9 1 28.86 190.0011 234.665658.2 2 60.38 210.0012 129.703057.5 4 32.63 230.0013 302.545829.2 8 62.21 250.0014 129.022556.6 0 27.28 270.0015 125.042303.6 0 24.58 290.0016 70.201298.4 7 13.86 310.0017 107.701762.2 9 18.81 330.0018 226.453158.4 6 33.71 350.0019 74.131128.0 7 12.04 370.0020 79.751137.0 7 12.13 390.0021 197.852376.5 3 25.36 410.0022 88.931128.0 7 12.04 430.0023 93.931128.0 7 12.04 445.0024 57.94716.23 7.64 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Section Forces Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Page: 21IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor 0.90 1.00 Load Case: 0.9D + 1.0Ev + 1.0Eh Seismic Load Factor R 3.0000Seismic Importance Factor S1 SsSds Sd1 W1 0.053 40.044 80.000 0 0.0500 0.0280 1.00 Fv Fa 1.6000 2.4000 Vs 2.3918 Kg Ke 1.1504 0.0158 T 0.8008 TL 8.0000 Cs 0.0300 f1 1.2487 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 2.00 1 0.12745.92 7.96 12.00 2 3.252170.1 5 23.16 30.00 3 12.282758.2 1 29.44 50.00 4 22.102758.2 1 29.44 70.00 5 39.303249.1 1 34.67 90.00 6 43.462758.2 1 29.44 110.00 7 59.472963.7 1 31.63 130.00 8 129.234923.7 5 52.55 150.00 9 76.462703.9 1 28.86 170.0010 88.302703.9 1 28.86 190.0011 234.665658.2 2 60.38 210.0012 129.703057.5 4 32.63 230.0013 302.545829.2 8 62.21 250.0014 129.022556.6 0 27.28 270.0015 125.042303.6 0 24.58 290.0016 70.201298.4 7 13.86 310.0017 107.701762.2 9 18.81 330.0018 226.453158.4 6 33.71 350.0019 74.131128.0 7 12.04 370.0020 79.751137.0 7 12.13 390.0021 197.852376.5 3 25.36 410.0022 88.931128.0 7 12.04 430.0023 93.931128.0 7 12.04 445.0024 57.94716.23 7.64 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Support Forces Summary Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 22 Code:EIA/TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Load Case FX (kips) FY (kips) FZ (kips)(-) = Uplift (+) = DownNode 1 0.00 388.091.2D + 1.0W Normal Wind -3.66 A1 0.00 -11.56 9.47 A1b 81.93 -82.31 -52.71 A1a -81.92 -82.29 -52.71 A5 0.00 -17.60 11.07 A5b 38.20 -52.45 -27.10 A5a -38.20 -52.46 -27.11 1 -3.16 399.941.2D + 1.0W 60° Wind -1.82 A1 -4.54 -38.34 42.20 A1b 34.27 -38.33 -25.03 A1a -109.90 -106.67 -63.45 A5 -4.33 -33.24 25.65 A5b 20.06 -33.25 -16.58 A5a -50.79 -65.01 -29.33 1 -3.50 393.461.2D + 1.0W 90° Wind -0.18 A1 -5.71 -59.34 68.88 A1b 16.14 -20.44 -11.80 A1a -103.78 -99.62 -57.29 A5 -5.29 -42.53 35.87 A5b 12.79 -23.26 -9.92 A5a -48.80 -61.01 -25.60 1 0.00 371.460.9D + 1.0W Normal Wind -3.73 A1 0.00 -11.65 9.56 A1b 81.98 -82.37 -52.73 A1a -81.97 -82.36 -52.73 A5 0.00 -17.67 11.13 A5b 38.23 -52.49 -27.12 A5a -38.23 -52.50 -27.12 1 -3.23 383.580.9D + 1.0W 60° Wind -1.86 A1 -4.54 -38.49 42.37 A1b 34.42 -38.49 -25.12 A1a -110.00 -106.81 -63.51 A5 -4.33 -33.32 25.72 A5b 20.11 -33.32 -16.61 A5a -50.83 -65.06 -29.34 1 -3.55 376.970.9D + 1.0W 90° Wind -0.16 A1 -5.71 -59.45 68.98 A1b 16.26 -20.57 -11.87 A1a -103.86 -99.71 -57.34 A5 -5.29 -42.59 35.92 A5b 12.85 -23.33 -9.95 A5a -48.83 -61.06 -25.62 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1 0.00 286.711.2D + 1.0Ev + 1.0Eh 0.01 A1 0.00 -42.50 53.95 A1b 48.01 -43.97 -27.72 A1a -48.01 -43.97 -27.72 A5 0.00 -20.50 18.07 A5b 16.34 -21.44 -9.43 A5a -16.34 -21.44 -9.43 1 0.00 270.000.9D + 1.0Ev + 1.0Eh 0.01 A1 0.00 -42.87 54.33 A1b 48.34 -44.34 -27.91 A1a -48.34 -44.34 -27.91 A5 0.00 -20.66 18.19 A5b 16.44 -21.60 -9.50 A5a -16.44 -21.60 -9.50 1 0.00 239.451.0D + 1.0W Normal Wind -0.73 A1 0.00 -28.13 34.71 A1b 40.80 -38.53 -24.31 A1a -40.80 -38.53 -24.31 A5 0.00 -16.06 13.75 A5b 15.94 -21.01 -9.90 A5a -15.94 -21.01 -9.90 1 -0.59 238.291.0D + 1.0W 60° Wind -0.34 A1 -0.65 -31.66 38.87 A1b 33.34 -31.66 -20.00 A1a -44.23 -41.53 -25.54 A5 -0.61 -17.81 15.41 A5b 13.05 -17.81 -8.23 A5a -17.32 -22.24 -10.00 1 -0.70 238.871.0D + 1.0W 90° Wind 0.01 A1 -0.80 -34.96 43.05 A1b 30.99 -29.25 -18.25 A1a -43.65 -40.80 -24.85 A5 -0.74 -19.35 17.04 A5b 12.18 -16.61 -7.39 A5a -17.28 -22.02 -9.62 Max Reactions (kips) Vertical Horizontal Base Anchor 1 Anchor 2 399.94 3.73 106.81 127.01 65.06 58.69 Copyright © 2021 by Tower Engineering Solutions, LLC. 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Cable Forces Summary Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 24 Code:EIA/TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Load Case Elevation (ft) Cable Node 1 Node 2 Allow Tension (kips) Applied Tension (kips)Use % 1.2D + 1.0W Normal Wind 64.08 7/8 EHS A1 25 47.82 1.93 4 A1b 25a 47.82 13.86 29 A1a 25b 47.82 13.85 29 128.03 A1 T2 47.82 0.42 1 A1a T2b 47.82 15.36 32 A1b T2a 47.82 15.40 32 A1b T2 47.82 15.36 32 A1a T2a 47.82 15.40 32 A1 T2b 47.82 0.42 1 191.97 1 EHS A1 T3 62.70 2.50 4 A1a T3b 62.70 21.45 34 A1b T3a 62.70 21.63 35 A1b T3 62.70 21.40 34 A1a T3a 62.70 21.67 35 A1 T3b 62.70 2.50 4 255.93 A1 T4 62.70 5.00 8 A1a T4b 62.70 22.37 36 A1b T4a 62.70 22.06 35 A1b T4 62.70 22.39 36 A1a T4a 62.70 22.00 35 A1 T4b 62.70 5.00 8 324.07 A5 116 62.70 5.38 9 A5b 116a 62.70 24.67 39 A5a 116b 62.70 24.68 39 384.07 7/8 EHS A5 137 47.82 6.96 15 A5b 137a 47.82 21.46 45 A5a 137b 47.82 21.47 45 443.38 1 EHS A5 158 62.70 10.67 17 A5b 158a 62.70 26.51 42 A5a 158b 62.70 26.51 42 1.2D + 1.0W 60° Wind 64.08 7/8 EHS A1 25 47.82 6.49 14 A1b 25a 47.82 6.49 14 A1a 25b 47.82 18.21 38 128.03 A1 T2 47.82 7.03 15 A1a T2b 47.82 20.38 43 A1b T2a 47.82 6.74 14 A1b T2 47.82 7.03 15 A1a T2a 47.82 20.38 43 A1 T2b 47.82 6.74 14 191.97 1 EHS A1 T3 62.70 9.35 15 A1a T3b 62.70 27.87 44 A1b T3a 62.70 9.11 15 A1b T3 62.70 9.35 15 A1a T3a 62.70 27.87 44 A1 T3b 62.70 9.11 15 255.93 A1 T4 62.70 11.17 18 A1a T4b 62.70 28.11 45 A1b T4a 62.70 10.86 17 A1b T4 62.70 11.17 18 A1a T4a 62.70 28.12 45 A1 T4b 62.70 10.86 17 324.07 A5 116 62.70 13.96 22 A5b 116a 62.70 13.97 22 A5a 116b 62.70 30.58 49 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.2D + 1.0W 60° Wind 384.07 7/8 EHS A5 137 47.82 13.18 28 A5b 137a 47.82 13.18 28 A5a 137b 47.82 26.75 56 443.38 1 EHS A5 158 62.70 17.36 28 A5b 158a 62.70 17.37 28 A5a 158b 62.70 32.57 52 1.2D + 1.0W 90° Wind 64.08 7/8 EHS A1 25 47.82 10.10 21 A1b 25a 47.82 2.89 6 A1a 25b 47.82 16.86 35 128.03 A1 T2 47.82 11.38 24 A1a T2b 47.82 19.10 40 A1b T2a 47.82 2.76 6 A1b T2 47.82 3.02 6 A1a T2a 47.82 18.72 39 A1 T2b 47.82 11.07 23 191.97 1 EHS A1 T3 62.70 15.22 24 A1a T3b 62.70 26.42 42 A1b T3a 62.70 4.51 7 A1b T3 62.70 4.73 8 A1a T3a 62.70 25.89 41 A1 T3b 62.70 14.98 24 255.93 A1 T4 62.70 16.40 26 A1a T4b 62.70 26.33 42 A1b T4a 62.70 6.76 11 A1b T4 62.70 6.98 11 A1a T4a 62.70 26.52 42 A1 T4b 62.70 16.00 26 324.07 A5 116 62.70 19.30 31 A5b 116a 62.70 8.44 13 A5a 116b 62.70 28.77 46 384.07 7/8 EHS A5 137 47.82 17.18 36 A5b 137a 47.82 9.13 19 A5a 137b 47.82 25.09 52 443.38 1 EHS A5 158 62.70 21.71 35 A5b 158a 62.70 13.04 21 A5a 158b 62.70 30.69 49 0.9D + 1.0W Normal Wind 64.08 7/8 EHS A1 25 47.82 1.95 4 A1b 25a 47.82 13.82 29 A1a 25b 47.82 13.81 29 128.03 A1 T2 47.82 0.42 1 A1a T2b 47.82 15.39 32 A1b T2a 47.82 15.42 32 A1b T2 47.82 15.40 32 A1a T2a 47.82 15.43 32 A1 T2b 47.82 0.42 1 191.97 1 EHS A1 T3 62.70 2.52 4 A1a T3b 62.70 21.46 34 A1b T3a 62.70 21.64 35 A1b T3 62.70 21.44 34 A1a T3a 62.70 21.70 35 A1 T3b 62.70 2.52 4 255.93 A1 T4 62.70 5.04 8 A1a T4b 62.70 22.40 36 A1b T4a 62.70 22.09 35 A1b T4 62.70 22.38 36 A1a T4a 62.70 22.00 35 A1 T4b 62.70 5.03 8 324.07 A5 116 62.70 5.42 9 A5b 116a 62.70 24.68 39 A5a 116b 62.70 24.68 39 384.07 7/8 EHS A5 137 47.82 6.99 15 A5b 137a 47.82 21.48 45 A5a 137b 47.82 21.49 45 443.38 1 EHS A5 158 62.70 10.71 17 A5b 158a 62.70 26.54 42 A5a 158b 62.70 26.54 42 0.9D + 1.0W 60° Wind 64.08 7/8 EHS A1 25 47.82 6.51 14 A1b 25a 47.82 6.51 14 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 0.9D + 1.0W 60° Wind 64.08 7/8 EHS A1a 25b 47.82 18.18 38 128.03 A1 T2 47.82 7.06 15 A1a T2b 47.82 20.40 43 A1b T2a 47.82 6.76 14 A1b T2 47.82 7.06 15 A1a T2a 47.82 20.40 43 A1 T2b 47.82 6.76 14 191.97 1 EHS A1 T3 62.70 9.39 15 A1a T3b 62.70 27.90 45 A1b T3a 62.70 9.15 15 A1b T3 62.70 9.39 15 A1a T3a 62.70 27.90 45 A1 T3b 62.70 9.15 15 255.93 A1 T4 62.70 11.22 18 A1a T4b 62.70 28.17 45 A1b T4a 62.70 10.90 17 A1b T4 62.70 11.21 18 A1a T4a 62.70 28.16 45 A1 T4b 62.70 10.90 17 324.07 A5 116 62.70 14.00 22 A5b 116a 62.70 14.00 22 A5a 116b 62.70 30.59 49 384.07 7/8 EHS A5 137 47.82 13.21 28 A5b 137a 47.82 13.21 28 A5a 137b 47.82 26.77 56 443.38 1 EHS A5 158 62.70 17.40 28 A5b 158a 62.70 17.40 28 A5a 158b 62.70 32.60 52 0.9D + 1.0W 90° Wind 64.08 7/8 EHS A1 25 47.82 10.09 21 A1b 25a 47.82 2.91 6 A1a 25b 47.82 16.87 35 128.03 A1 T2 47.82 11.39 24 A1a T2b 47.82 19.10 40 A1b T2a 47.82 2.78 6 A1b T2 47.82 3.04 6 A1a T2a 47.82 18.73 39 A1 T2b 47.82 11.09 23 191.97 1 EHS A1 T3 62.70 15.24 24 A1a T3b 62.70 26.43 42 A1b T3a 62.70 4.54 7 A1b T3 62.70 4.76 8 A1a T3a 62.70 25.91 41 A1 T3b 62.70 15.01 24 255.93 A1 T4 62.70 16.44 26 A1a T4b 62.70 26.36 42 A1b T4a 62.70 6.80 11 A1b T4 62.70 7.02 11 A1a T4a 62.70 26.55 42 A1 T4b 62.70 16.04 26 324.07 A5 116 62.70 19.33 31 A5b 116a 62.70 8.47 14 A5a 116b 62.70 28.78 46 384.07 7/8 EHS A5 137 47.82 17.21 36 A5b 137a 47.82 9.16 19 A5a 137b 47.82 25.11 53 443.38 1 EHS A5 158 62.70 21.74 35 A5b 158a 62.70 13.07 21 A5a 158b 62.70 30.72 49 1.2D + 1.0Ev + 1.0Eh 64.08 7/8 EHS A1 25 47.82 11.20 23 A1b 25a 47.82 11.29 24 A1a 25b 47.82 11.29 24 128.03 A1 T2 47.82 9.70 20 A1a T2b 47.82 9.88 21 A1b T2a 47.82 9.89 21 A1b T2 47.82 9.88 21 A1a T2a 47.82 9.89 21 A1 T2b 47.82 9.70 20 191.97 1 EHS A1 T3 62.70 10.94 17 A1a T3b 62.70 11.31 18 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.2D + 1.0Ev + 1.0Eh 191.97 1 EHS A1b T3a 62.70 11.32 18 A1b T3 62.70 11.31 18 A1a T3a 62.70 11.32 18 A1 T3b 62.70 10.94 17 255.93 A1 T4 62.70 9.99 16 A1a T4b 62.70 10.44 17 A1b T4a 62.70 10.44 17 A1b T4 62.70 10.44 17 A1a T4a 62.70 10.44 17 A1 T4b 62.70 9.99 16 324.07 A5 116 62.70 10.96 17 A5b 116a 62.70 11.48 18 A5a 116b 62.70 11.48 18 384.07 7/8 EHS A5 137 47.82 8.09 17 A5b 137a 47.82 8.48 18 A5a 137b 47.82 8.48 18 443.38 1 EHS A5 158 62.70 10.53 17 A5b 158a 62.70 10.85 17 A5a 158b 62.70 10.85 17 0.9D + 1.0Ev + 1.0Eh 64.08 7/8 EHS A1 25 47.82 11.22 23 A1b 25a 47.82 11.31 24 A1a 25b 47.82 11.31 24 128.03 A1 T2 47.82 9.75 20 A1a T2b 47.82 9.94 21 A1b T2a 47.82 9.94 21 A1b T2 47.82 9.94 21 A1a T2a 47.82 9.94 21 A1 T2b 47.82 9.75 20 191.97 1 EHS A1 T3 62.70 11.04 18 A1a T3b 62.70 11.41 18 A1b T3a 62.70 11.42 18 A1b T3 62.70 11.41 18 A1a T3a 62.70 11.42 18 A1 T3b 62.70 11.04 18 255.93 A1 T4 62.70 10.09 16 A1a T4b 62.70 10.54 17 A1b T4a 62.70 10.55 17 A1b T4 62.70 10.54 17 A1a T4a 62.70 10.55 17 A1 T4b 62.70 10.09 16 324.07 A5 116 62.70 11.03 18 A5b 116a 62.70 11.55 18 A5a 116b 62.70 11.55 18 384.07 7/8 EHS A5 137 47.82 8.14 17 A5b 137a 47.82 8.54 18 A5a 137b 47.82 8.54 18 443.38 1 EHS A5 158 62.70 10.60 17 A5b 158a 62.70 10.92 17 A5a 158b 62.70 10.92 17 1.0D + 1.0W Normal Wind 64.08 7/8 EHS A1 25 47.82 6.60 14 A1b 25a 47.82 8.37 17 A1a 25b 47.82 8.37 17 128.03 A1 T2 47.82 5.96 12 A1a T2b 47.82 8.06 17 A1b T2a 47.82 8.02 17 A1b T2 47.82 8.06 17 A1a T2a 47.82 8.02 17 A1 T2b 47.82 5.96 12 191.97 1 EHS A1 T3 62.70 7.39 12 A1a T3b 62.70 10.19 16 A1b T3a 62.70 10.14 16 A1b T3 62.70 10.19 16 A1a T3a 62.70 10.13 16 A1 T3b 62.70 7.39 12 255.93 A1 T4 62.70 7.35 12 A1a T4b 62.70 10.04 16 A1b T4a 62.70 9.90 16 A1b T4 62.70 10.04 16 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.0D + 1.0W Normal Wind 255.93 1 EHS A1a T4a 62.70 9.90 16 A1 T4b 62.70 7.34 12 324.07 A5 116 62.70 8.41 13 A5b 116a 62.70 10.83 17 A5a 116b 62.70 10.83 17 384.07 7/8 EHS A5 137 47.82 6.17 13 A5b 137a 47.82 8.53 18 A5a 137b 47.82 8.53 18 443.38 1 EHS A5 158 62.70 8.82 14 A5b 158a 62.70 11.06 18 A5a 158b 62.70 11.06 18 1.0D + 1.0W 60° Wind 64.08 7/8 EHS A1 25 47.82 7.16 15 A1b 25a 47.82 7.16 15 A1a 25b 47.82 8.86 19 128.03 A1 T2 47.82 6.65 14 A1a T2b 47.82 8.60 18 A1b T2a 47.82 6.60 14 A1b T2 47.82 6.65 14 A1a T2a 47.82 8.60 18 A1 T2b 47.82 6.59 14 191.97 1 EHS A1 T3 62.70 8.34 13 A1a T3b 62.70 10.96 17 A1b T3a 62.70 8.27 13 A1b T3 62.70 8.34 13 A1a T3a 62.70 10.96 17 A1 T3b 62.70 8.27 13 255.93 A1 T4 62.70 8.33 13 A1a T4b 62.70 10.74 17 A1b T4a 62.70 8.18 13 A1b T4 62.70 8.33 13 A1a T4a 62.70 10.74 17 A1 T4b 62.70 8.18 13 324.07 A5 116 62.70 9.16 15 A5b 116a 62.70 9.16 15 A5a 116b 62.70 11.43 18 384.07 7/8 EHS A5 137 47.82 7.10 15 A5b 137a 47.82 7.10 15 A5a 137b 47.82 9.03 19 443.38 1 EHS A5 158 62.70 9.55 15 A5b 158a 62.70 9.55 15 A5a 158b 62.70 11.70 19 1.0D + 1.0W 90° Wind 64.08 7/8 EHS A1 25 47.82 7.75 16 A1b 25a 47.82 6.76 14 A1a 25b 47.82 8.74 18 128.03 A1 T2 47.82 7.36 15 A1a T2b 47.82 8.46 18 A1b T2a 47.82 6.14 13 A1b T2 47.82 6.15 13 A1a T2a 47.82 8.46 18 A1 T2b 47.82 7.29 15 191.97 1 EHS A1 T3 62.70 9.26 15 A1a T3b 62.70 10.76 17 A1b T3a 62.70 7.66 12 A1b T3 62.70 7.67 12 A1a T3a 62.70 10.77 17 A1 T3b 62.70 9.16 15 255.93 A1 T4 62.70 9.15 15 A1a T4b 62.70 10.53 17 A1b T4a 62.70 7.63 12 A1b T4 62.70 7.68 12 A1a T4a 62.70 10.59 17 A1 T4b 62.70 8.96 14 324.07 A5 116 62.70 9.96 16 A5b 116a 62.70 8.62 14 A5a 116b 62.70 11.32 18 384.07 7/8 EHS A5 137 47.82 7.82 16 A5b 137a 47.82 6.47 14 A5a 137b 47.82 8.95 19 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.0D + 1.0W 90° Wind 443.38 1 EHS A5 158 62.70 10.26 16 A5b 158a 62.70 9.04 14 A5a 158b 62.70 11.58 18 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Analysis Summary Structure:FL04816-A-SBA Site Name:Swain Road Tower Height:450.00 (ft) 9/1/2021 Page: 30 Code:EIA/TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Max Reactions Base: Anchor 1: Anchor 2: 399.94 (Vertical)3.73 (Horizontal) 106.81 (Vertical) 65.06 (Vertical) 127.01 (Horizontal) 58.69 (Horizontal) Max Usages Max Leg: 59.3% (1.2D + 1.0W 60° Wind - Sect 13) Max Diag: 32.5% (1.2D + 1.0W 90° Wind - Sect 13) Max Horiz: 65.1% (1.2D + 1.0W 60° Wind - Sect 1) Max Cable: 56.0% (0.9D + 1.0W 60° Wind) - Elev: 384 ft Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Max Deflection, Twist and Sway 0.9D + 1.0Ev + 1.0Eh - Normal To Face 115.92 0.0035 0.0000 0.0031 128.03 0.0042 0.0000 0.0043 191.97 0.0090 0.0000 0.0074 200.00 0.0098 0.0000 0.0083 231.97 0.0132 0.0000 0.0056 255.93 0.0152 0.0000 0.0076 375.93 0.0284 0.0001 0.0011 450.00 0.0226 0.0000 0.0103 0.9D + 1.0W 158 mph Wind at 60° From Face 115.92 0.3535 0.0038 0.1156 128.03 0.3742 0.0007 0.1584 191.97 0.6088 0.0017 0.2507 200.00 0.6518 0.0023 0.3407 231.97 0.7968 0.0051 0.1784 255.93 0.8389 0.0041 0.1598 375.93 1.3918 0.0238 0.2526 450.00 1.6102 0.0380 0.1153 0.9D + 1.0W 158 mph Wind at 90° From Face 115.92 0.3561 0.0659 0.1347 128.03 0.3794 0.0544 0.1826 191.97 0.6446 0.0805 0.2588 200.00 0.6836 0.0776 0.3672 231.97 0.8272 0.0590 0.1752 255.93 0.8597 0.0445 0.1329 375.93 1.2927 0.3639 0.1985 450.00 1.4298 0.3877 0.1264 0.9D + 1.0W 158 mph Wind at Normal To Face 115.92 0.3591 -0.0023 0.1177 128.03 0.3833 -0.0024 0.2014 191.97 0.6901 -0.0053 0.2918 200.00 0.7404 -0.0035 0.4336 231.97 0.8914 0.0098 0.1668 255.93 0.9237 0.0199 0.1153 375.93 1.2137 0.0567 0.1101 450.00 1.2434 0.0853 0.0673 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.0D + 1.0W 60 mph Wind at 60° From Face 115.92 0.0361 0.0002 0.0065 128.03 0.0373 0.0002 0.0100 191.97 0.0520 0.0002 0.0127 200.00 0.0543 0.0002 0.0212 231.97 0.0599 0.0004 0.0015 255.93 0.0566 0.0004 0.0096 375.93 0.0469 0.0028 0.0141 450.00 0.0127 0.0053 0.0462 1.0D + 1.0W 60 mph Wind at 90° From Face 115.92 0.0344 0.0034 0.0053 128.03 0.0352 0.0029 0.0087 191.97 0.0472 0.0042 0.0104 200.00 0.0491 0.0046 0.0179 231.97 0.0526 0.0070 0.0117 255.93 0.0477 0.0089 0.0213 375.93 0.0525 0.0334 0.0344 450.00 0.0859 0.0409 0.0694 1.0D + 1.0W 60 mph Wind at Normal To Face 115.92 0.0342 0.0002 0.0027 128.03 0.0347 0.0002 0.0074 191.97 0.0438 0.0004 0.0067 200.00 0.0449 0.0004 0.0154 231.97 0.0450 0.0008 0.0135 255.93 0.0357 0.0010 0.0256 375.93 0.0286 0.0072 0.0452 450.00 0.1001 0.0123 0.0657 1.2D + 1.0Ev + 1.0Eh - Normal To Face 115.92 0.0035 0.0000 0.0031 128.03 0.0042 0.0000 0.0043 191.97 0.0090 0.0000 0.0075 200.00 0.0098 0.0000 0.0084 231.97 0.0132 0.0000 0.0057 255.93 0.0153 0.0000 0.0076 375.93 0.0285 0.0001 0.0011 450.00 0.0227 0.0000 0.0102 1.2D + 1.0W 158 mph Wind at 60° From Face 115.92 0.3583 -0.0033 0.0912 128.03 0.3754 -0.0005 0.1581 191.97 0.6110 -0.0012 0.2519 200.00 0.6543 -0.0016 0.3424 231.97 0.7998 -0.0036 0.1791 255.93 0.8419 -0.0020 0.1601 375.93 1.3969 0.0437 0.2524 450.00 1.6149 0.0546 0.1152 1.2D + 1.0W 158 mph Wind at 90° From Face 115.92 0.3580 0.0668 0.1363 128.03 0.3815 0.0545 0.1845 191.97 0.6489 0.0814 0.2606 200.00 0.6881 0.0785 0.3694 231.97 0.8326 0.0599 0.1764 255.93 0.8651 0.0455 0.1333 375.93 1.2972 0.3563 0.1986 450.00 1.4339 0.3817 0.1271 1.2D + 1.0W 158 mph Wind at Normal To Face 115.92 0.3605 0.0009 0.0818 128.03 0.3846 0.0011 0.2060 191.97 0.6953 0.0012 0.2938 200.00 0.7457 0.0016 0.4358 231.97 0.9029 0.0046 0.1777 255.93 0.9330 0.0073 0.1163 375.93 1.2216 0.0493 0.1079 450.00 1.2484 0.0792 0.0651 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Customer Name: Site Name: Site Nmber: Engr. Number: Foundation Info Obtained from:4.0 1.00 Axial Load (Kips): 399.9 Shear Force (Kips): 3.7 #5 Uplift Force (Kips): 0.0 Moment (Kips‐ft):2.5 Allowable overstress %:5.0% Foundation Geometries:5.0 16 # 10 Mods required ‐Yes/No ?: No 16 # 10 4.0 Depth of Base BG (ft.): 5.0 Pier Height A. G. (ft.): 1.00 Thickness of Pad (ft): 3.25 3.25 Length of Pad (ft.): 16.5 Width of Pad (ft.): 16.5 16.5 Final Length of pad (ft) 16.5 Final width of pad (ft): 16.5 0.0 4.0 Concrete Strength (psi): 3000 Steel Elastic Modulus: 29000 ksi Vertical bar yield (ksi) 60 Tie steel yield (ksi): 60 16.5 Vertical Rebar Size #: 8 Tie / Stirrup Size #: 5 16.5 W Qty. of Vertical Rebars: 12 Tie Spacing (in): 6.0 Pad Rebar Yield (Ksi): 60 Pad Steel Rebar Size (#): 10 12 # 8 Concrete Cover (in.): 3 Unit Weight of Concrete: 150.0 pcf Rebar at the bottom of the concrete pad:0.0 Qty. of Rebar in Pad (L): 16 Qty. of Rebar in Pad (W): 16 0.0 0.0 16.5 L Soil Design Parameters: Soil Unit Weight (pcf): 110.0 Soil Buoyant Weight: 47.6 Pcf Water Table B.G.S. (ft): 2.5 Unit Weight of Water: 62.4 pcf Angle from Top of Pad: 30 Ultimate Bearing Pressure (psf): 5000 Ultimate Skin Friction: 0 Psf Angle from Bottm of Pad:25 Angle from Bottm of Pad: 25 Foundation Analysis and Design:Uplift Strength Reduction Factor: 0.75 Compression Strength Reduction Factor: 0.6 454.45 Total Dry Soil Weight (Kips): 49.99 0.00 Total Buoyant Soil Weight (Kips): 0.00 49.99 Weight from the Concrete Block at Top (K):0.00 238.75 Total Dry Concrete Weight (Kips): 35.81 680.63 Total Buoyant Concrete Weight (Kips): 59.62 95.43 Total Vertical Load on Base (Kips): 545.36 Load/ Capacity Ratio Calculated Maxium Net Soil Pressure under the base (psf): 1776.0 < Allowable Factored Soil Bearing (psf): 3000 0.59 OK! Calculated Foundation Allowable Axail Capacity (Kips):816.8 >Design Factored Axial Load (Kips):497 0.61 OK! Structure Type: Base Reactions (Factored): Diameter of Pier (ft.): Analysis Total Buoyant Soil Volume (cu. Ft.): TES Swain Road Tower Drawings/Calculations Total Effective Soil Weight (Kips): Total Dry Concrete Volume (cu. Ft.): Total Buoyant Concrete Volume (cu. Ft.): Total Effective Concrete Weight (Kips): SBA Communications Corp 114400 Analysis or Design? Material Properties and Reabr Info: FL04816-A-SBA Engineer Login ID: Check Soil Capacities: Total Dry Soil Volume (cu. Ft.): Guyed Tower 9/1/2021Guyed Tower Base Design Date Engineer Name: EIA/TIA Standard:EIA-222-H Structure Height (Ft.):450 W. Velez TES Engr. Number:Page 2/2 Date: Check the capacities of Reinforceing Concrete: Strength reduction factor (Flexure and axial tension): 0.90 Strength reduction factor (Shear): 0.75 Strength reduction factor (Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 (1) Concrete Pier: Load/ Capacity Ratio Vertical Steel Rebar Area (sq. in./each): 0.79 Tie / Stirrup Area (sq. in./each):0.31 Calculated Moment Capacity (Mn,Kips‐Ft): 857.3 >Design Factored Moment (Mu, Kips‐Ft 10.3 0.01 OK! Calculated Shear Capacity (Kips): 386.8 >Design Factored Shear (Kips):3.7 0.01 OK! Calculated Tension Capacity (Tn, Kips): 511.9 >Design Factored Tension (Tu Kips):0.0 0.00 OK! Calculated Compression Capacity (Pn, Kips): 2386.9 >Design Factored Axial Load (Pu Kips):399.9 0.17 OK! Moment & Axial Strength Combination(Pu/Pn+Mu/Mn): 0.18 OK! Pier Reinforcement Ratio: 0.005 (2).Concrete Pad: One‐Way Design Shear Capacity (L‐Dir. Kips); 575.5 >One‐Way Factored Shear (L‐Dir Kips): 87.7 0.15 OK! One‐Way Design Shear Capacity (W‐Dir. Kips): 575.5 >One‐Way Factored Shear (W‐Dir Kips) 87.7 0.15 OK! Two‐Way Design Shear Capacity (Kips): 1522.5 >Two‐Way Factored Shear (Kips): 342.6 0.23 OK! Lower Steel Pad Reinforcement Ratio (L‐Direct. ): 0.0029 OK!Lower Steel Pad Reinf. Ratio (W‐Direc 0.0029 OK! Lower Steel Pad Moment Capacity (L‐Direction. Kips‐ft): 3124.3 >Moment at Bottom ( L‐Direct. K‐Ft): 518.6 0.17 OK! Lower Steel Pad Moment Capacity (W‐Dir. Kips‐ft): 3124.3 >Moment at Bottom ( W‐Dir. Kips‐Ft): 518.6 0.17 OK! 9/1/2021114400 Customer Name: Site Name: Site Nmber: Engr. Number: Foundation Info Obtained from:Failure model: New Soil Design Parameters: Soil Unit Weight (pcf):105.0 Soil Buoyant Weight:42.6 Pcf Cohesion of Soils (psf): 0 Water Table B.G.S. (ft):2.0 Unit Weight of Water:62.4 pcf Internal Angle of Friction (⁰)29 Ultimate lateral pressure (psf): 1600 Ultimate Skin Friction:0 Psf Coefficient of Shear Friction: Conical Failure Angle from Top:30 Failure Angle from Bottm 25 Material Properties: Concrete Strength (psi):3000 Unit Weight of Concrete:150.0 psf Horizontal Rebar Yield (psi): 60000 Shear Strength Reduction Factor:0.75 Flexure Strength Reduction Factor: 0.9 A. Inner Anchors: Radius (ft.):200 1. Design Reactions (Factored): Uplift (Kips:)106.8 Shear (Kips)127.0 Angle of force resultant (Ø ): 40.1 2. Foundation Geometries: Block Base Depth B.G.S. (ft):12.0 Block with/without toe?No Water Table below grade (ft): 2.00 Length of Anchor Block (L, ft.):36.0 Width of Anchor Block:6.0 ft. Thickness of Anchor Block (ft.): 6.0 Concrete Block @ top of Anchor? No (1). Inner Anchors:Radius (ft.): 200 Concrete Block ΔW x ΔL x ΔT H (ft.): 12.0 Hw(ft.): 2.0 L (ft.): 36.0 W (ft.): 6.0 ΔT T (ft.): 6.0 Angle (Ø ): 40.1 S (ft.): 19.42 Top bars:8#8 Front bars: 8 # 8 Concrete Volume (Cu. Yd.)/Each: 48.00 S Hw Top Bars (2). Outer Anchors:Radius (ft.): 315.0 H (ft.): 12.0 Hw(ft.): 2.0 H L (ft.): 17.0 W (ft.): 5.0 T (ft.): 3.0 Angle (Ø ): 47.9 S (ft.): 16.83 T Top bars: 5 # 7 Front Bars Front bars: 3 # 7 Concrete Volume (Cu. Yd.)/Each:9.44 W 114400 Page 2/2 Angle (Ø ) TES Engr. Number:Date:09/01/21 Drawings/Calculations Number of Anchors:2 Sets FL04816-A-SBA Engineer Name:W. Velez 114400 Engineer Login ID:TES Guy Anchor Analysis and Design Date 9/1/2021 SBA Communications Corp EIA/TIA Standard:EIA-222-H Swain Road Tower Structure Height (Ft.):450 3. Foundation Analysis and Design: 970.03 Total Dry Soil Weight (Kips):153.25 3050.20 Total Buoyant Soil Weight (Kips):129.94 156.14 Weight of the Concrete Block at Top (Kips):0.00 0.00 Total Dry Concrete Weight (Kip):0.00 1296.00 Total Buoyant Concrete Weight (Kips):113.53 113.53 Weight Reduction Factor: 0.9 0.75 Shear Strength Reduction Factor:0.75 0.9 4. Check Soil and Foundation Capacities: Nominal Factored Uplift Resistance:257.77 Kips >Design Uplift Force (Kips): 106.8 OK! Ultimate Shear Friction Resistance at base:0.00 Kips Ultimate Resistance Pressure: 1600.0 Psf Factored Shear Resistance:259.20 Kips >Design Shear Force (Kips):127.0 OK! 5. Design Concrete Block: Rebar Size (#):8 Wind Load Factor on Concrete Design:1.00 Qty. of the Rebar at top of the block:8 Qty. of the Rebar in the front of the block:8 Area of Single Rebar (sq. in.):0.79 Factor for concrete compression zone:0.85 One Way Shear due to Shear Force (Kips): 63.5 One Way Shear Capacity for shear (kips):402.2 OK! One Way Shear due to Uplift (Kips): 53.4 One Way Shear Capacity for uplift (kips):402.2 OK! Moment due to Shear Load ( Kips‐ft):571.5 Flexural Capacity for Shear Load (Kips‐ft):1933.5 OK! Moment due to uplift Load ( Kips‐ft):480.6 Flexural Capacity for uplift Load (Kips‐ft):1933.5 OK! Ratio of Design Moment/Moment capacity:0.30 0.18 OK! Max. Ratio of Shear Force/Shear capacity:0.16 OK! B. Outer Anchors: 315.0 1. Design Reactions (Factored): Uplift (Kips:)65.1 Shear (Kips):58.7 Angle of force resultant (Ø ):47.9 2. Foundation Geometries: Block Base Depth B.G.S. (ft):12.0 Block with/without toe?No Water Table below grade (ft):2.0 Length of Anchor Block (L, ft.):17.0 Width of Anchor Block:5.0 ft. Thickness of Anchor Block (ft.):3.0 Concrete Block @ top of Anchor? 3. Foundation Analysis and Design: 711.2 Total Dry Soil Weight (Kips):82.7 1848.6 Total Buoyant Soil Weight (Kips):78.7 161.4 Weight of the Concrete Block at Top (Kips):0.0 0.0 Total Dry Concrete Weight (Kip):0.0 255.0 Total Buoyant Concrete Weight (Kips):22.3 22.3 4. Check Soil and Foundation Capacities: Nominal Factored Uplift Resistance:134.68 Kips >Design Uplift Force (Kips):65.1 OK! Ultimate Shear Friction Resistance at base:0.00 Kips Ultimate Resistance Pressure:1600.0 Psf Factored Shear Resistance:61.20 Kips >Design Shear Force (Kips):58.7 OK! 5. Design Concrete Block: Rebar Size (#):7 Qty. of the Rebar at top of the block:5 Qty. of the Rebar in the front of the block:3 Area of Single Rebar (sq. in.):0.60 Factor for concrete compression zone:0.85 One Way Shear due to Shear Force (Kips):29.3 One Way Shear Capacity for shear (kips):165.6 OK! One Way Shear due to Uplift (Kips):32.5 One Way Shear Capacity for uplift (kips):157.7 OK! Moment due to Shear Load ( Kips‐ft):124.7 Flexural Capacity for Shear Load (Kips‐ft):453.5 OK! Moment due to uplift Load ( Kips‐ft):138.3 Flexural Capacity for uplift Load (Kips‐ft):431.8 OK! Ratio of Design Moment/Moment capacity:0.32 0.13 Max. Ratio of Shear Force/Shear capacity:0.21 OK! Total Effective Soil Weight (Kips): Total Dry Concrete Volume (cu. Ft.): Total Buoyant Concrete Volume (cu. Ft.): Total Effective Concrete Weight (Kips): Minimum ratio of rebar (top of front) : Minimum ratio of rebar (top & front) : Radius (ft.): Total Dry Soil Volume (cu. Ft.): Total Buoyant Soil Volume (cu. Ft.): Total Effective Concrete Weight (Kips): Soil Uplift Strength Reduction Factor A: Soil Uplift Strength Reduction Factor B: Total Dry Concrete Volume (cu. Ft.): Total Buoyant Concrete Volume (cu. Ft.): Total Buoyant Soil Volume (cu. Ft.): Total Effective Soil Weight (Kips): Total Dry Soil Volume (cu. Ft.):