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STRUCTURAL ANALYSIS REPORT
TES Project Number: 107975 Page 1 May 26, 2021 Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 250 ft FWT Self Supporting Tower Customer Name: SBA Communications Corp Customer Site Number: FL00344-B Customer Site Name: Greene Property Carrier Name: Verizon (App#: 148837, V1) Carrier Site ID / Name: 118197 / Greene Property Site Location: 25500 Minute Maid Road Ft. Pierce, Florida Saint Lucie County Latitude: 27.531305 Longitude: -80.579916 Analysis Result: Max Structural Usage: 44.7% [Pass] Max Foundation Usage: 58.2% [Pass] Additional Usage Caused by Mount Modification: +0.5% Report Prepared By: Morteza Shakeri TES Project Number: 107975 Page 2 May 26, 2021 Introduction The purpose of this report is to summarize the analysis results on the 250 ft FWT Self Supporting 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 FWT structural design # S98-0653. R1 (Job No. 14090), dated 4/22/1998 Foundation Drawing FDH Engineering, Inc. (Project No. 12-04816E N1) Dispersive Wave Propagation Testing of an Existing Tower Foundation dated June 11, 2012 SS Tower Foundation, Greene Site, dated 3/31/1998 Geotechnical Report N/A Modification Drawings N/A Mount Analysis Master Consulting, Project # 20944960A, dated 4/9/2021 Analysis Criteria The feasibility 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: 160.0 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 = 0.052, S1 = 0.029 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: 107975 Page 3 May 26, 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. 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 1 249.0 2 Scala AP20-1900/063D - Panel (3) Sector Mount (12) 1 5/8" Verizon 2 2 Antel BSA-185025/12- Panel 3 2 CSS X7C-FRO-640-4 - Panel 4 2 Antel BSA-185065-12 2 - Panel 5 1 CSS X7-665-4 - Panel 6 2 Raycap RHSDC-6627-PF-48 - OVP - OVP 7 120.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 8 99.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 9 85.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 10 78.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 249.3 3 Commscope NNH4-65B-R6 - Panel (3) Sector Mount w/ Modifications (6) 1 5/8" (2) 2" Hybrid Verizon 2 3 Ericsson AIR 6449 - Panel 3 3 Commscope CBC1923T-DS-43 - Diplexer - TMA/TTA 4 3 Ericsson 4449 - RRU 5 3 Ericsson 8843 - RRU 6 2 Raycap RHSDC-6627-PF-48 - OVP - OVP 7 120.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 8 99.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 9 85.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 10 78.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52 TES Project Number: 107975 Page 4 May 26, 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 Max. Usage: 44.7% 35.9% 31.3% Pass/Fail Pass Pass Pass Foundations Compression (Kips) Uplift (Kips) Shear (Kips) Original Design Reactions 854.0 719.0 100.0 Analysis Reactions 650.1 519.5 78.6 Factored Reactions* 1152.9 970.6 135.0 % of Design Reactions 56.4% 53.5% 58.2% * Per section 15.6.2 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 foundation will be required. Service Load Condition (Rigidity): The maximum twist and sway of the microwave dishes under the operational wind speed as specified in the Analysis Criteria are listed in the table below: Elevation (ft) Antenna / Dish Carrier Twist (deg) Sway (deg) 120.0 Andrew UHX6-59W-S - Dish Verizon 0.002 0.036 99.0 Andrew UHX6-59W-S - Dish Verizon 0.001 0.031 85.0 Andrew UHX6-59W-S - Dish Verizon 0.001 0.025 78.0 Andrew UHX6-59W-S - Dish Verizon 0.001 0.025 It is recommended that the carriers review the twist and sway values of the microwave dishes. 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 TIA - 222 Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 107975 Page 5 May 26, 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:Self Support Site Name:Greene Property Height:250.00 (ft) 5/26/2021 Page: 1 Base Shape:Triangle Base Width:32.00 Base Elev:0.00 (ft) Structure: FL00344-B-SBA Top Width:8.00 Basic WS:160.00 Basic Ice WS:0.00 Operational WS:60.00 Code:EIA/TIA-222-H Section Properties Sect Leg Members Diagonal Members Horizontal Members DAE 5X5X0.3125 1 SOL 7" SOLID DAE 5X5X0.3125 2 SOL 6 1/4" SOLID DAE 4X4X0.3125 3 SOL 6" SOLID DAE 4X4X0.3125 4 SOL 5 3/4" SOLID DAE 4X4X0.3125 5 SOL 5 1/2" SOLID DAE 4X4X0.3125 6 SOL 5" SOLID DAE 3.5X3.5X0.25 7 SOL 4 3/4" SOLID DAE 3X3X0.25 8 SOL 4 1/4" SOLID DAE 3X3X0.25 9 SOL 4" SOLID DAE 3X3X0.1875 10 SOL 3 1/2" S0LID DAE 2.5X2.5X0.1875 11 SOL 3" SOLID DAE 2.5X2.5X0.1875 12 SOL 2 1/2" SOLID DAL 2X1.5X0.1875 SAE 2X2X0.187513SOL 2" SOLID Discrete Appurtenances Attach Elev (ft) Force Elev (ft)Qty Description 249.30 3 NNH4-65B-R6249.30 249.30 3 AIR 6449 B77D249.30 249.30 3 CBC1923T-43-2X249.30 249.30 3 4449249.30 249.30 3 8843249.30 249.30 2 RHSDC-6627-PF-48249.30 249.30 3 SFG23HD-12-4-96249.30 249.30 1 (3) HR w/ Double V-Brace Kits249.30 249.30 1 Beacon249.30 120.00 1 3 ft Standoff120.00 120.00 1 6 ft Std Dish120.00 99.00 1 6 ft Std Dish99.00 99.00 1 3 ft Standoff99.00 85.00 1 3 ft Standoff85.00 85.00 1 6 ft Std Dish85.00 78.00 1 6 ft Std Dish78.00 78.00 1 3 ft Standoff78.00 Linear Appurtenances Elev From (ft) Elev To (ft)Qty Description 0.00 249.30 2 1 5/8" Coax 0.00 249.30 4 1 5/8" Coax 0.00 249.30 2 2" Hybrid 0.00 249.30 1 Climbing Ladder 0.00 249.30 3 W/G Ladder 0.00 120.00 2 EW52 0.00 99.00 2 EW52 0.00 85.00 2 EW52 0.00 78.00 2 EW52 Base Reactions Max Uplift: Max Down: -519.51 Leg Overturning 650.07 Max Shear:78.55 Moment:16820.94 Total Down: Total Shear: 129.29 134.66 (kips )(kips )(kips ) (ft-kips) (kips) (kips) Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 5/26/2021 Page: 2 Structure: FL00344-B-SBA Type:Self Support Site Name:Greene Property Height:250.00 (ft) Base Shape:Triangle Base Width:32.00 Base Elev:0.00 (ft)Top Width:8.00 Basic WS:160.00 Basic Ice WS:0.00 Operational WS:60.00 Code:EIA/TIA-222-H Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Type:Self Support Site Name:Greene Property Height:250.00 (ft) 5/26/2021 Page: 3 Structure: FL00344-B-SBA - Coax Line Placement Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021 Page: 4 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 NNH4-65B-R6 3 84.40 12.240 0.0000.00249.30 72.000 19.600 7.800 0.0000.80 0.74 AIR 6449 B77D 3 81.60 4.130 0.0000.00249.30 30.400 15.900 8.100 0.0000.80 0.85 CBC1923T-43-2X 3 8.40 0.320 0.0000.00249.30 6.900 5.500 4.000 0.0000.80 0.67 4449 3 70.00 1.650 0.0000.00249.30 15.000 13.200 9.300 0.0000.80 0.67 8843 3 75.00 1.650 0.0000.00249.30 15.000 13.200 11.100 0.0000.80 0.67 RHSDC-6627-PF-48 2 32.00 4.060 0.0000.00249.30 29.500 16.500 12.600 0.0000.80 0.67 SFG23HD-12-4-96 3 680.00 19.510 23.610833.00249.30 0.000 0.000 0.000 0.0000.75 0.75 (3) HR w/ Double V-Brace Kits 1 650.00 15.500 20.000800.00249.30 0.000 0.000 0.000 0.0000.75 0.75 Beacon 1 36.00 2.720 3.00075.00249.30 28.000 17.500 17.500 0.0001.00 1.00 3 ft Standoff 1 40.00 2.630 4.34063.00120.00 0.000 0.000 0.000 0.0001.00 1.00 6 ft Std Dish 1 308.00 47.050 48.370452.00120.00 0.000 0.000 0.000 0.0001.00 1.00 6 ft Std Dish 1 308.00 47.050 48.370452.0099.00 0.000 0.000 0.000 0.0001.00 1.00 3 ft Standoff 1 40.00 2.630 4.34063.0099.00 0.000 0.000 0.000 0.0001.00 1.00 3 ft Standoff 1 40.00 2.630 4.34063.0085.00 0.000 0.000 0.000 0.0001.00 1.00 6 ft Std Dish 1 308.00 47.050 48.370452.0085.00 0.000 0.000 0.000 0.0001.00 1.00 6 ft Std Dish 1 308.00 47.050 48.370452.0078.00 0.000 0.000 0.000 0.0001.00 1.00 3 ft Standoff 1 40.00 2.630 4.34063.0078.00 0.000 0.000 0.000 0.0001.00 1.00 5,434.00 17Number of Appurtenances : Totals:5,140.2030 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021 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 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 0.00 249.30 1 5/8" Coax 1.98 100.00 1 Individual NR 2 1.04 N 1.00 1.00 0.00 249.30 1 5/8" Coax 1.98 50.00 1 Block 4 1.04 N 1.00 1.00 0.00 249.30 2" Hybrid 2.00 100.00 1 Individual NR 2 1.00 N 1.00 1.00 0.00 249.30 Climbing Ladder 3.00 100.00 2 Individual NR 1 6.90 N 1.00 1.00 0.00 249.30 W/G Ladder 3.00 100.00 1,2,3 Individual NR 3 6.00 N 1.00 1.00 0.00 120.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00 0.00 99.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00 0.00 85.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00 0.00 78.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 6IIStruct 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 160 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: 47.35 54.978 0.00 0.12 2.87 1.00 1 10.0 1.00 0.00 64.47 71.53 0.00 18,790. 2 0.0 7444.76 2519.16 9,963.9223.37 54.72 50.734 0.00 0.12 2.88 1.00 2 30.0 1.00 0.00 59.18 71.53 0.00 16,293. 4 0.0 7926.87 2911.12 10,837.9920.87 60.93 40.311 0.00 0.11 2.93 1.00 3 50.0 1.00 0.00 48.31 71.53 0.00 13,753. 4 0.0 7319.13 3241.64 10,560.7720.03 65.40 38.106 0.00 0.11 2.91 1.00 4 70.0 1.00 0.00 45.80 70.78 0.00 12,873. 8 0.0 7420.02 3449.57 10,869.6019.20 68.96 33.716 0.00 0.11 2.92 1.00 5 90.0 1.00 0.00 41.06 58.03 0.00 11,735. 4 0.0 7027.77 3098.94 10,126.7118.36 71.93 42.690 0.00 0.14 2.81 1.00 6 110.0 1.00 0.00 49.73 49.03 0.00 12,012. 1 0.0 8555.74 2836.47 11,392.2116.69 74.51 35.661 0.00 0.13 2.84 1.00 7 130.0 1.00 0.00 42.47 41.53 0.00 9,524.1 0.0 7626.62 2596.02 10,222.6415.86 76.78 27.855 0.00 0.12 2.88 1.00 8 150.0 1.00 0.00 34.27 41.53 0.00 7,514.1 0.0 6442.29 2675.42 9,117.7114.19 78.83 23.937 0.00 0.12 2.88 1.00 9 170.0 1.00 0.00 30.14 41.53 0.00 6,755.1 0.0 5814.66 2746.85 8,561.5113.36 80.70 21.513 0.00 0.12 2.87 1.0010190.0 1.00 0.00 27.30 41.53 0.00 5,196.5 0.0 5367.80 2811.93 8,179.7311.69 82.42 15.836 0.00 0.11 2.90 1.0011210.0 1.00 0.00 21.09 41.53 0.00 4,037.7 0.0 4291.92 2871.81 7,163.7310.02 84.01 14.027 0.00 0.12 2.88 1.0012230.0 1.00 0.00 18.68 41.53 0.00 3,347.8 0.0 3840.47 2927.34 6,767.818.35 85.14 5.794 0.00 0.11 2.92 1.0013245.0 1.00 0.00 7.68 19.31 0.00 1,286.2 0.0 1620.53 1379.44 2,999.973.33 123,119.9 0.0 116,764.2 9 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 160 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: 47.35 54.978 0.00 0.12 2.87 0.80 1 10.0 1.00 0.00 53.47 71.53 0.00 18,790. 2 0.0 6174.96 2519.16 8,694.1223.37 54.72 50.734 0.00 0.12 2.88 0.80 2 30.0 1.00 0.00 49.03 71.53 0.00 16,293. 4 0.0 6567.73 2911.12 9,478.8420.87 60.93 40.311 0.00 0.11 2.93 0.80 3 50.0 1.00 0.00 40.25 71.53 0.00 13,753. 4 0.0 6097.72 3241.64 9,339.3620.03 65.40 38.106 0.00 0.11 2.91 0.80 4 70.0 1.00 0.00 38.18 70.78 0.00 12,873. 8 0.0 6185.24 3449.57 9,634.8119.20 68.96 33.716 0.00 0.11 2.92 0.80 5 90.0 1.00 0.00 34.32 58.03 0.00 11,735. 4 0.0 5873.64 3098.94 8,972.5818.36 71.93 42.690 0.00 0.14 2.81 0.80 6 110.0 1.00 0.00 41.19 49.03 0.00 12,012. 1 0.0 7086.90 2836.47 9,923.3716.69 74.51 35.661 0.00 0.13 2.84 0.80 7 130.0 1.00 0.00 35.34 41.53 0.00 9,524.1 0.0 6345.77 2596.02 8,941.7815.86 76.78 27.855 0.00 0.12 2.88 0.80 8 150.0 1.00 0.00 28.70 41.53 0.00 7,514.1 0.0 5394.92 2675.42 8,070.3414.19 78.83 23.937 0.00 0.12 2.88 0.80 9 170.0 1.00 0.00 25.36 41.53 0.00 6,755.1 0.0 4891.17 2746.85 7,638.0213.36 80.70 21.513 0.00 0.12 2.87 0.8010190.0 1.00 0.00 23.00 41.53 0.00 5,196.5 0.0 4521.89 2811.93 7,333.8211.69 82.42 15.836 0.00 0.11 2.90 0.8011210.0 1.00 0.00 17.92 41.53 0.00 4,037.7 0.0 3647.38 2871.81 6,519.1810.02 84.01 14.027 0.00 0.12 2.88 0.8012230.0 1.00 0.00 15.87 41.53 0.00 3,347.8 0.0 3263.67 2927.34 6,191.018.35 85.14 5.794 0.00 0.11 2.92 0.8013245.0 1.00 0.00 6.52 19.31 0.00 1,286.2 0.0 1375.91 1379.44 2,755.353.33 123,119.9 0.0 103,492.6 0 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code: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 160 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: 47.35 54.978 0.00 0.12 2.87 0.85 1 10.0 1.00 0.00 56.22 71.53 0.00 18,790. 2 0.0 6492.41 2519.16 9,011.5723.37 54.72 50.734 0.00 0.12 2.88 0.85 2 30.0 1.00 0.00 51.57 71.53 0.00 16,293. 4 0.0 6907.51 2911.12 9,818.6320.87 60.93 40.311 0.00 0.11 2.93 0.85 3 50.0 1.00 0.00 42.26 71.53 0.00 13,753. 4 0.0 6403.07 3241.64 9,644.7120.03 65.40 38.106 0.00 0.11 2.91 0.85 4 70.0 1.00 0.00 40.08 70.78 0.00 12,873. 8 0.0 6493.94 3449.57 9,943.5119.20 68.96 33.716 0.00 0.11 2.92 0.85 5 90.0 1.00 0.00 36.00 58.03 0.00 11,735. 4 0.0 6162.17 3098.94 9,261.1118.36 71.93 42.690 0.00 0.14 2.81 0.85 6 110.0 1.00 0.00 43.33 49.03 0.00 12,012. 1 0.0 7454.11 2836.47 10,290.5816.69 74.51 35.661 0.00 0.13 2.84 0.85 7 130.0 1.00 0.00 37.12 41.53 0.00 9,524.1 0.0 6665.98 2596.02 9,262.0015.86 76.78 27.855 0.00 0.12 2.88 0.85 8 150.0 1.00 0.00 30.09 41.53 0.00 7,514.1 0.0 5656.76 2675.42 8,332.1814.19 78.83 23.937 0.00 0.12 2.88 0.85 9 170.0 1.00 0.00 26.55 41.53 0.00 6,755.1 0.0 5122.04 2746.85 7,868.8913.36 80.70 21.513 0.00 0.12 2.87 0.8510190.0 1.00 0.00 24.08 41.53 0.00 5,196.5 0.0 4733.37 2811.93 7,545.3011.69 82.42 15.836 0.00 0.11 2.90 0.8511210.0 1.00 0.00 18.71 41.53 0.00 4,037.7 0.0 3808.51 2871.81 6,680.3210.02 84.01 14.027 0.00 0.12 2.88 0.8512230.0 1.00 0.00 16.57 41.53 0.00 3,347.8 0.0 3407.87 2927.34 6,335.218.35 85.14 5.794 0.00 0.11 2.92 0.8513245.0 1.00 0.00 6.81 19.31 0.00 1,286.2 0.0 1437.07 1379.44 2,816.513.33 123,119.9 0.0 106,810.5 2 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 160 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: 47.35 54.978 0.00 0.12 2.87 1.00 1 10.0 1.00 0.00 64.47 71.53 0.00 14,092. 6 0.0 7444.76 2519.16 9,963.9223.37 54.72 50.734 0.00 0.12 2.88 1.00 2 30.0 1.00 0.00 59.18 71.53 0.00 12,220. 1 0.0 7926.87 2911.12 10,837.9920.87 60.93 40.311 0.00 0.11 2.93 1.00 3 50.0 1.00 0.00 48.31 71.53 0.00 10,315. 0 0.0 7319.13 3241.64 10,560.7720.03 65.40 38.106 0.00 0.11 2.91 1.00 4 70.0 1.00 0.00 45.80 70.78 0.00 9,655.4 0.0 7420.02 3449.57 10,869.6019.20 68.96 33.716 0.00 0.11 2.92 1.00 5 90.0 1.00 0.00 41.06 58.03 0.00 8,801.5 0.0 7027.77 3098.94 10,126.7118.36 71.93 42.690 0.00 0.14 2.81 1.00 6 110.0 1.00 0.00 49.73 49.03 0.00 9,009.1 0.0 8555.74 2836.47 11,392.2116.69 74.51 35.661 0.00 0.13 2.84 1.00 7 130.0 1.00 0.00 42.47 41.53 0.00 7,143.1 0.0 7626.62 2596.02 10,222.6415.86 76.78 27.855 0.00 0.12 2.88 1.00 8 150.0 1.00 0.00 34.27 41.53 0.00 5,635.6 0.0 6442.29 2675.42 9,117.7114.19 78.83 23.937 0.00 0.12 2.88 1.00 9 170.0 1.00 0.00 30.14 41.53 0.00 5,066.3 0.0 5814.66 2746.85 8,561.5113.36 80.70 21.513 0.00 0.12 2.87 1.0010190.0 1.00 0.00 27.30 41.53 0.00 3,897.4 0.0 5367.80 2811.93 8,179.7311.69 82.42 15.836 0.00 0.11 2.90 1.0011210.0 1.00 0.00 21.09 41.53 0.00 3,028.3 0.0 4291.92 2871.81 7,163.7310.02 84.01 14.027 0.00 0.12 2.88 1.0012230.0 1.00 0.00 18.68 41.53 0.00 2,510.9 0.0 3840.47 2927.34 6,767.818.35 85.14 5.794 0.00 0.11 2.92 1.0013245.0 1.00 0.00 7.68 19.31 0.00 964.6 0.0 1620.53 1379.44 2,999.973.33 92,339.9 0.0 116,764.2 9 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code: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 0.9D + 1.0W 160 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: 47.35 54.978 0.00 0.12 2.87 0.80 1 10.0 1.00 0.00 53.47 71.53 0.00 14,092. 6 0.0 6174.96 2519.16 8,694.1223.37 54.72 50.734 0.00 0.12 2.88 0.80 2 30.0 1.00 0.00 49.03 71.53 0.00 12,220. 1 0.0 6567.73 2911.12 9,478.8420.87 60.93 40.311 0.00 0.11 2.93 0.80 3 50.0 1.00 0.00 40.25 71.53 0.00 10,315. 0 0.0 6097.72 3241.64 9,339.3620.03 65.40 38.106 0.00 0.11 2.91 0.80 4 70.0 1.00 0.00 38.18 70.78 0.00 9,655.4 0.0 6185.24 3449.57 9,634.8119.20 68.96 33.716 0.00 0.11 2.92 0.80 5 90.0 1.00 0.00 34.32 58.03 0.00 8,801.5 0.0 5873.64 3098.94 8,972.5818.36 71.93 42.690 0.00 0.14 2.81 0.80 6 110.0 1.00 0.00 41.19 49.03 0.00 9,009.1 0.0 7086.90 2836.47 9,923.3716.69 74.51 35.661 0.00 0.13 2.84 0.80 7 130.0 1.00 0.00 35.34 41.53 0.00 7,143.1 0.0 6345.77 2596.02 8,941.7815.86 76.78 27.855 0.00 0.12 2.88 0.80 8 150.0 1.00 0.00 28.70 41.53 0.00 5,635.6 0.0 5394.92 2675.42 8,070.3414.19 78.83 23.937 0.00 0.12 2.88 0.80 9 170.0 1.00 0.00 25.36 41.53 0.00 5,066.3 0.0 4891.17 2746.85 7,638.0213.36 80.70 21.513 0.00 0.12 2.87 0.8010190.0 1.00 0.00 23.00 41.53 0.00 3,897.4 0.0 4521.89 2811.93 7,333.8211.69 82.42 15.836 0.00 0.11 2.90 0.8011210.0 1.00 0.00 17.92 41.53 0.00 3,028.3 0.0 3647.38 2871.81 6,519.1810.02 84.01 14.027 0.00 0.12 2.88 0.8012230.0 1.00 0.00 15.87 41.53 0.00 2,510.9 0.0 3263.67 2927.34 6,191.018.35 85.14 5.794 0.00 0.11 2.92 0.8013245.0 1.00 0.00 6.52 19.31 0.00 964.6 0.0 1375.91 1379.44 2,755.353.33 92,339.9 0.0 103,492.6 0 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 160 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: 47.35 54.978 0.00 0.12 2.87 0.85 1 10.0 1.00 0.00 56.22 71.53 0.00 14,092. 6 0.0 6492.41 2519.16 9,011.5723.37 54.72 50.734 0.00 0.12 2.88 0.85 2 30.0 1.00 0.00 51.57 71.53 0.00 12,220. 1 0.0 6907.51 2911.12 9,818.6320.87 60.93 40.311 0.00 0.11 2.93 0.85 3 50.0 1.00 0.00 42.26 71.53 0.00 10,315. 0 0.0 6403.07 3241.64 9,644.7120.03 65.40 38.106 0.00 0.11 2.91 0.85 4 70.0 1.00 0.00 40.08 70.78 0.00 9,655.4 0.0 6493.94 3449.57 9,943.5119.20 68.96 33.716 0.00 0.11 2.92 0.85 5 90.0 1.00 0.00 36.00 58.03 0.00 8,801.5 0.0 6162.17 3098.94 9,261.1118.36 71.93 42.690 0.00 0.14 2.81 0.85 6 110.0 1.00 0.00 43.33 49.03 0.00 9,009.1 0.0 7454.11 2836.47 10,290.5816.69 74.51 35.661 0.00 0.13 2.84 0.85 7 130.0 1.00 0.00 37.12 41.53 0.00 7,143.1 0.0 6665.98 2596.02 9,262.0015.86 76.78 27.855 0.00 0.12 2.88 0.85 8 150.0 1.00 0.00 30.09 41.53 0.00 5,635.6 0.0 5656.76 2675.42 8,332.1814.19 78.83 23.937 0.00 0.12 2.88 0.85 9 170.0 1.00 0.00 26.55 41.53 0.00 5,066.3 0.0 5122.04 2746.85 7,868.8913.36 80.70 21.513 0.00 0.12 2.87 0.8510190.0 1.00 0.00 24.08 41.53 0.00 3,897.4 0.0 4733.37 2811.93 7,545.3011.69 82.42 15.836 0.00 0.11 2.90 0.8511210.0 1.00 0.00 18.71 41.53 0.00 3,028.3 0.0 3808.51 2871.81 6,680.3210.02 84.01 14.027 0.00 0.12 2.88 0.8512230.0 1.00 0.00 16.57 41.53 0.00 2,510.9 0.0 3407.87 2927.34 6,335.218.35 85.14 5.794 0.00 0.11 2.92 0.8513245.0 1.00 0.00 6.81 19.31 0.00 964.6 0.0 1437.07 1379.44 2,816.513.33 92,339.9 0.0 106,810.5 2 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code: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 1.0D + 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: 6.66 54.978 0.00 0.12 2.87 1.00 1 10.0 1.00 0.00 68.19 71.53 0.00 15,658. 5 0.0 1107.44 354.26 1,461.6923.37 7.69 50.734 0.00 0.12 2.88 1.00 2 30.0 1.00 0.00 62.53 71.53 0.00 13,577. 8 0.0 1177.83 409.38 1,587.2120.87 8.57 40.311 0.00 0.11 2.93 1.00 3 50.0 1.00 0.00 51.62 71.53 0.00 11,461. 2 0.0 1099.80 455.86 1,555.6620.03 9.20 38.106 0.00 0.11 2.91 1.00 4 70.0 1.00 0.00 48.95 70.78 0.00 10,728. 2 0.0 1115.26 485.10 1,600.3519.20 9.70 33.716 0.00 0.11 2.92 1.00 5 90.0 1.00 0.00 44.09 58.03 0.00 9,779.5 0.0 1061.11 435.79 1,496.9018.36 10.12 42.690 0.00 0.14 2.81 1.00 6 110.0 1.00 0.00 52.15 49.03 0.00 10,010. 1 0.0 1261.57 398.88 1,660.4516.69 10.48 35.661 0.00 0.13 2.84 1.00 7 130.0 1.00 0.00 44.64 41.53 0.00 7,936.8 0.0 1127.30 365.07 1,492.3715.86 10.80 27.855 0.00 0.12 2.88 1.00 8 150.0 1.00 0.00 35.88 41.53 0.00 6,261.8 0.0 948.48 376.23 1,324.7114.19 11.09 23.937 0.00 0.12 2.88 1.00 9 170.0 1.00 0.00 31.49 41.53 0.00 5,629.3 0.0 854.12 386.28 1,240.4013.36 11.35 21.513 0.00 0.12 2.87 1.0010190.0 1.00 0.00 28.12 41.53 0.00 4,330.4 0.0 777.48 395.43 1,172.9011.69 11.59 15.836 0.00 0.11 2.90 1.0011210.0 1.00 0.00 21.49 41.53 0.00 3,364.7 0.0 615.13 403.85 1,018.9810.02 11.81 14.027 0.00 0.12 2.88 1.0012230.0 1.00 0.00 18.74 41.53 0.00 2,789.9 0.0 541.99 411.66 953.658.35 11.97 5.794 0.00 0.11 2.92 1.0013245.0 1.00 0.00 7.68 19.31 0.00 1,071.8 0.0 227.89 193.98 421.873.33 102,599.9 0.0 16,987.14 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: 6.66 54.978 0.00 0.12 2.87 0.80 1 10.0 1.00 0.00 57.20 71.53 0.00 15,658. 5 0.0 928.87 354.26 1,283.1323.37 7.69 50.734 0.00 0.12 2.88 0.80 2 30.0 1.00 0.00 52.38 71.53 0.00 13,577. 8 0.0 986.70 409.38 1,396.0820.87 8.57 40.311 0.00 0.11 2.93 0.80 3 50.0 1.00 0.00 43.56 71.53 0.00 11,461. 2 0.0 928.04 455.86 1,383.9020.03 9.20 38.106 0.00 0.11 2.91 0.80 4 70.0 1.00 0.00 41.33 70.78 0.00 10,728. 2 0.0 941.62 485.10 1,426.7119.20 9.70 33.716 0.00 0.11 2.92 0.80 5 90.0 1.00 0.00 37.34 58.03 0.00 9,779.5 0.0 898.81 435.79 1,334.6018.36 10.12 42.690 0.00 0.14 2.81 0.80 6 110.0 1.00 0.00 43.61 49.03 0.00 10,010. 1 0.0 1055.01 398.88 1,453.8916.69 10.48 35.661 0.00 0.13 2.84 0.80 7 130.0 1.00 0.00 37.51 41.53 0.00 7,936.8 0.0 947.18 365.07 1,312.2515.86 10.80 27.855 0.00 0.12 2.88 0.80 8 150.0 1.00 0.00 30.30 41.53 0.00 6,261.8 0.0 801.20 376.23 1,177.4314.19 11.09 23.937 0.00 0.12 2.88 0.80 9 170.0 1.00 0.00 26.70 41.53 0.00 5,629.3 0.0 724.25 386.28 1,110.5313.36 11.35 21.513 0.00 0.12 2.87 0.8010190.0 1.00 0.00 23.82 41.53 0.00 4,330.4 0.0 658.52 395.43 1,053.9511.69 11.59 15.836 0.00 0.11 2.90 0.8011210.0 1.00 0.00 18.33 41.53 0.00 3,364.7 0.0 524.49 403.85 928.3410.02 11.81 14.027 0.00 0.12 2.88 0.8012230.0 1.00 0.00 15.94 41.53 0.00 2,789.9 0.0 460.88 411.66 872.538.35 11.97 5.794 0.00 0.11 2.92 0.8013245.0 1.00 0.00 6.52 19.31 0.00 1,071.8 0.0 193.49 193.98 387.473.33 102,599.9 0.0 15,120.81 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code: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 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: 6.66 54.978 0.00 0.12 2.87 0.85 1 10.0 1.00 0.00 59.95 71.53 0.00 15,658. 5 0.0 973.51 354.26 1,327.7723.37 7.69 50.734 0.00 0.12 2.88 0.85 2 30.0 1.00 0.00 54.92 71.53 0.00 13,577. 8 0.0 1034.49 409.38 1,443.8620.87 8.57 40.311 0.00 0.11 2.93 0.85 3 50.0 1.00 0.00 45.58 71.53 0.00 11,461. 2 0.0 970.98 455.86 1,426.8420.03 9.20 38.106 0.00 0.11 2.91 0.85 4 70.0 1.00 0.00 43.23 70.78 0.00 10,728. 2 0.0 985.03 485.10 1,470.1219.20 9.70 33.716 0.00 0.11 2.92 0.85 5 90.0 1.00 0.00 39.03 58.03 0.00 9,779.5 0.0 939.39 435.79 1,375.1718.36 10.12 42.690 0.00 0.14 2.81 0.85 6 110.0 1.00 0.00 45.74 49.03 0.00 10,010. 1 0.0 1106.65 398.88 1,505.5316.69 10.48 35.661 0.00 0.13 2.84 0.85 7 130.0 1.00 0.00 39.29 41.53 0.00 7,936.8 0.0 992.21 365.07 1,357.2815.86 10.80 27.855 0.00 0.12 2.88 0.85 8 150.0 1.00 0.00 31.70 41.53 0.00 6,261.8 0.0 838.02 376.23 1,214.2514.19 11.09 23.937 0.00 0.12 2.88 0.85 9 170.0 1.00 0.00 27.90 41.53 0.00 5,629.3 0.0 756.72 386.28 1,143.0013.36 11.35 21.513 0.00 0.12 2.87 0.8510190.0 1.00 0.00 24.89 41.53 0.00 4,330.4 0.0 688.26 395.43 1,083.6911.69 11.59 15.836 0.00 0.11 2.90 0.8511210.0 1.00 0.00 19.12 41.53 0.00 3,364.7 0.0 547.15 403.85 951.0010.02 11.81 14.027 0.00 0.12 2.88 0.8512230.0 1.00 0.00 16.64 41.53 0.00 2,789.9 0.0 481.15 411.66 892.818.35 11.97 5.794 0.00 0.11 2.92 0.8513245.0 1.00 0.00 6.81 19.31 0.00 1,071.8 0.0 202.09 193.98 396.073.33 102,599.9 0.0 15,587.39 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Compression Summary Page: 11IIStruct 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 - 7" SOLID -617.26 1.2D + 1.0W Normal Wind 20.03 25 25 25 34.34 1588.7 0 38.9 Member X50.00120 SOL - 6 1/4" SOLID -553.32 1.2D + 1.0W Normal Wind 20.03 25 25 25 38.46 1239.0 5 44.7 Member X50.00240 SOL - 6" SOLID -481.89 1.2D + 1.0W Normal Wind 20.03 25 25 25 40.07 1131.4 2 42.6 Member X50.00360 SOL - 5 3/4" SOLID -414.94 1.2D + 1.0W Normal Wind 20.03 25 25 25 41.81 1028.3 2 40.4 Member X50.00480 SOL - 5 1/2" SOLID -345.78 1.2D + 1.0W Normal Wind 20.03 25 25 25 43.71 929.73 37.2 Member X50.005100 SOL - 5" SOLID -300.97 1.2D + 1.0W Normal Wind 10.02 50 50 50 48.08 746.17 40.3 Member X50.006120 SOL - 4 3/4" SOLID -246.32 1.2D + 1.0W Normal Wind 10.02 50 50 50 50.61 661.25 37.3 Member X50.007140 SOL - 4 1/4" SOLID -197.89 1.2D + 1.0W Normal Wind 10.02 50 50 50 56.56 505.21 39.2 Member X50.008160 SOL - 4" SOLID -153.05 1.2D + 1.0W Normal Wind 10.02 50 50 50 60.10 434.22 35.2 Member X50.009180 SOL - 3 1/2" S0LID -111.15 1.2D + 1.0W Normal Wind 10.02 50 50 50 68.69 306.64 36.2 Member X50.0010200 SOL - 3" SOLID -72.89 1.2D + 1.0W Normal Wind 10.02 50 50 50 80.13 198.91 36.6 Member X50.0011220 SOL - 2 1/2" SOLID -38.38 1.2D + 1.0W Normal Wind 10.02 50 50 50 96.16 112.35 34.2 Member X50.0012240 SOL - 2" SOLID -7.55 1.2D + 1.0W Normal Wind 10.00 50 50 50 120.00 49.29 15.3 Member X50.0013250 Splices Load CaseSect Top Elev Force (kips) Cap (kips) Bolt Type Num Bolts Use % Force (kips) Cap (kips) Use % Top Splice Bottom Splice Bolt Type Num Bolts Load Case 1.2D + 1.0W Normal Wind120 586.40 0.00 0.0 650.28 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind240 519.30 0.00 2 A325 60.0 586.40 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind360 449.90 0.00 1 3/4 A325 60.0 519.30 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind480 380.61 0.00 1 3/4 A325 60.0 449.90 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind5100 317.28 0.00 1 3/4 A325 60.0 380.61 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind6120 259.07 0.00 1 1/2 A325 60.0 317.28 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind7140 209.59 0.00 1 1/2 A325 60.0 259.07 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind8160 164.03 0.00 1 3/8 A325 60.0 209.59 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind9180 121.51 0.00 1 1/4 A325 60.0 164.03 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind10200 82.32 0.00 1 A325 60.0 121.51 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind11220 47.01 0.00 7/8 A325 60.0 82.32 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind12240 15.52 0.00 3/4 A325 40.0 47.01 0.001.2D + 1.0W Normal Wind 1.2D + 1.0Ev + 1.0Eh13250 1.95 0.00 3/4 A325 40.0 15.52 0.001.2D + 1.0W Normal Wind 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 20 0.00 0 0 2 40 0.00 0 0 3 60 0.00 0 0 4 80 0.00 0 0 5 100 0.00 0 0 6 120 0.00 0 0 7 140 0.00 0 0 8 160 0.00 0 0 9 180 0.00 0 0 10 200 0.00 0 0 11 220 0.00 0 0 12 240 0.00 0 0 13 250 SAE - 2X2X0.1875 0.9D + 1.0W 60° Wind 8.00 100 100 100 243.65 3.42 1 1 13.81 13.05 31.3 Member Z-1.07 36.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Compression Summary Page: 12IIStruct 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 DIAGONAL MEMBERS MemberSect Top Elev 1 20 DAE - 5X5X0.3125 1.2D + 1.0W Normal Wind 36.90 25 50 12 113.54 129.39 4 2 141.36 139. 20 22.9 Member Y-29.6 7 36.00 2 40 DAE - 5X5X0.3125 1.2D + 1.0W Normal Wind 35.23 25 50 12 108.42 137.12 4 2 108.20 121. 80 27.7 Bolt Shear -29.9 2 36.00 3 60 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 33.61 25 50 12 127.64 84.33 4 2 108.20 121. 80 35.9 Member Y-30.2 7 36.00 4 80 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 32.02 25 50 12 121.62 92.43 4 2 108.20 121. 80 30.2 Member Y-27.9 3 36.00 5 100 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 30.48 25 50 12 115.78 99.96 4 2 108.20 121. 80 26.4 Member Y-26.4 0 36.00 6 120 DAE - 4X4X0.3125 0.9D + 1.0W Normal Wind 23.71 50 50 25 119.74 94.90 2 2 70.68 69.6 0 23.7 Bolt Bear -16.5 1 36.00 7 140 DAE - 3.5X3.5X0.25 1.2D + 1.0W 90° Wind 21.92 50 50 25 125.76 61.17 2 2 54.10 48.7 2 27.6 Bolt Bear -13.4 3 36.00 8 160 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 20.16 50 50 25 134.19 45.78 2 2 54.10 48.7 2 25.5 Member Y-11.6 8 36.00 9 180 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 18.45 50 50 25 122.81 54.51 2 2 54.10 48.7 2 20.8 Bolt Bear -10.1 3 36.00 10 200 DAE - 3X3X0.1875 1.2D + 1.0W 90° Wind 16.80 50 50 25 111.76 44.82 2 2 39.74 31.3 2 27.6 Bolt Bear -8.65 36.00 11 220 DAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 15.24 50 50 25 120.58 35.17 2 2 39.74 31.3 2 22.9 Bolt Bear -7.17 36.00 12 240 DAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 13.80 50 50 25 109.14 40.53 2 2 27.62 26.1 0 22.6 Bolt Bear -5.91 36.00 13 250 DAL - 2X1.5X0.1875 1.2D + 1.0W Normal Wind 12.81 50 50 25 149.73 15.83 2 2 27.62 26.1 0 31.5 Member Y-4.99 36.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Tension Summary Page: 13IIStruct 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 20 SOL - 7" SOLID 496.14 0.9D + 1.0W 60° Wind 50 28.6 Member1731.7 8240SOL - 6 1/4" SOLID 442.80 0.9D + 1.0W 60° Wind 50 32.1 Member1380.6 0360SOL - 6" SOLID 388.96 0.9D + 1.0W 60° Wind 50 30.6 Member1272.3 3480SOL - 5 3/4" SOLID 334.12 0.9D + 1.0W 60° Wind 50 28.6 Member1168.5 15100SOL - 5 1/2" SOLID 278.36 0.9D + 1.0W 60° Wind 50 26.0 Member1069.1 16120SOL - 5" SOLID 246.98 0.9D + 1.0W 60° Wind 50 28.0 Member883.58 7 140 SOL - 4 3/4" SOLID 203.50 0.9D + 1.0W 60° Wind 50 25.5 Member797.45 8 160 SOL - 4 1/4" SOLID 165.31 0.9D + 1.0W 60° Wind 50 25.9 Member638.37 9 180 SOL - 4" SOLID 128.84 0.9D + 1.0W 60° Wind 50 22.8 Member565.47 10 200 SOL - 3 1/2" S0LID 94.30 0.9D + 1.0W 60° Wind 50 21.8 Member432.95 11 220 SOL - 3" SOLID 61.84 0.9D + 1.0W 60° Wind 50 19.4 Member318.11 12 240 SOL - 2 1/2" SOLID 31.75 0.9D + 1.0W 60° Wind 50 14.4 Member220.89 13 250 SOL - 2" SOLID 4.43 0.9D + 1.0W 60° Wind 50 3.1 Member141.37 Splices Load CaseSect Top Elev Force (kips) Cap (kips) Bolt Type Num Bolts Use % Force (kips) Cap (kips) Use % Top Splice Bottom Splice Bolt Type Num Bolts Load Case 0.9D + 1.0W 60° Wind120 467.55 0.00 0.0 524.7 5 0.000.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind240 412.36 0.00 2 A325 60.0 467.5 5 1349.0 4 34.70.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind360 358.70 0.00 1 3/4 A325 60.0 412.3 6 1025.7 0 40.20.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind480 303.64 0.00 1 3/4 A325 60.0 358.7 0 1025.7 0 35.00.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind5100 254.13 0.00 1 3/4 A325 60.0 303.6 4 1025.7 0 29.60.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind6120 211.61 0.00 1 1/2 A325 60.0 254.1 3 663.98 38.30.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind7140 173.31 0.00 1 1/2 A325 60.0 211.6 1 663.98 31.90.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind8160 136.75 0.00 1 3/8 A325 60.0 173.3 1 545.68 31.80.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind9180 101.90 0.00 1 1/4 A325 60.0 136.7 5 457.92 29.90.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind10200 69.10 0.00 1 A325 60.0 101.9 0 318.06 32.00.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind11220 38.69 0.00 7/8 A325 60.0 69.10 249.36 27.70.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind12240 10.85 0.00 3/4 A325 40.0 38.69 120.40 32.10.9D + 1.0W 60° Wind 13 250 0.00 0.00 3/4 A325 40.0 10.85 120.40 9.00.9D + 1.0W 60° Wind 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 20 - 36 0 00.00 2 40 - 36 0 00.00 3 60 - 36 0 00.00 4 80 - 36 0 00.00 5 100 - 36 0 00.00 6 120 - 36 0 00.00 7 140 - 36 0 00.00 8 160 - 36 0 00.00 9 180 - 36 0 00.00 10 200 - 36 0 00.00 11 220 - 36 0 00.00 12 240 - 36 0 00.00 13 250 SAE - 2X2X0.1875 1.2D + 1.0W Normal Wind 36 1 1 13.81 9.79 13.7 Blck Shear18.581.16 8.51 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Tension Summary Page: 14IIStruct 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 DIAGONAL MEMBERS B.S. Cap (kips) 1 20 DAE - 5X5X0.3125 0.9D + 1.0W Normal Wind 36 4 2 141.36 278.40 19.9 Bolt Shear174.4428.13 147.93 2 40 DAE - 5X5X0.3125 0.9D + 1.0W Normal Wind 36 4 2 108.20 243.60 27.3 Bolt Shear176.9929.51 139.50 3 60 DAE - 4X4X0.3125 0.9D + 1.0W Normal Wind 36 4 2 108.20 243.60 25.2 Bolt Shear136.2127.25 125.91 4 80 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 36 4 2 108.20 243.60 25.7 Bolt Shear136.2127.76 125.91 5 100 DAE - 4X4X0.3125 0.9D + 1.0W 90° Wind 36 4 2 108.20 243.60 22.9 Bolt Shear136.2124.77 125.91 6 120 DAE - 4X4X0.3125 0.9D + 1.0W 60° Wind 36 2 2 70.68 118.54 23.0 Bolt Shear133.6616.24 71.05 7 140 DAE - 3.5X3.5X0.25 1.2D + 1.0W 90° Wind 36 2 2 54.10 91.35 25.1 Bolt Shear93.9613.56 56.17 8 160 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 36 2 2 54.10 91.35 23.0 Blck Shear77.6511.67 50.74 9 180 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 36 2 2 54.10 91.35 19.9 Blck Shear77.6510.07 50.74 10 200 DAE - 3X3X0.1875 1.2D + 1.0W 90° Wind 36 2 2 39.74 55.46 24.8 Blck Shear60.428.57 34.52 11 220 DAE - 2.5X2.5X0.1875 0.9D + 1.0W 90° Wind 36 2 2 39.74 55.46 21.8 Blck Shear48.027.09 32.48 12 240 DAE - 2.5X2.5X0.1875 0.9D + 1.0W 90° Wind 36 2 2 27.62 50.24 21.1 Bolt Shear49.555.84 31.22 13 250 DAL - 2X1.5X0.1875 0.9D + 1.0W 60° Wind 36 2 2 27.62 50.24 22.1 Blck Shear31.284.64 21.02 Copyright © 2021 by Tower Engineering Solutions, LLC. 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Seismic Section Forces Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Page: 15IIStruct 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 0.055 50.046 456.24 59 0.0520 0.0290 1.00 Fv Fa 1.6000 2.4000 Vs 3.2319 Kg Ke 1.1177 0.0000 T 0.7354 TL 8.0000 Cs 0.0300 f1 1.3598 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 10.00 1 40.3215658. 49 173.79 30.00 2 117.3813577. 84 150.70 50.00 3 171.9011461. 15 127.21 70.00 4 241.0111076. 20 122.93 90.00 5 299.8810475. 50 116.27 110.00 6 370.5810358. 06 114.96 130.00 7 331.697936.7 6 88.09 150.00 8 298.636261.7 9 69.50 170.00 9 304.935629.2 5 62.48 190.0010 257.554330.4 2 48.06 210.0011 217.253364.7 3 37.34 230.0012 195.072789.8 7 30.96 245.0013 385.714820.0 1 53.50 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 0.055 50.046 456.24 59 0.0520 0.0290 1.00 Fv Fa 1.6000 2.4000 Vs 3.2319 Kg Ke 1.1177 0.0000 T 0.7354 TL 8.0000 Cs 0.0300 f1 1.3598 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 10.00 1 40.3215658. 49 173.79 30.00 2 117.3813577. 84 150.70 50.00 3 171.9011461. 15 127.21 70.00 4 241.0111076. 20 122.93 90.00 5 299.8810475. 50 116.27 110.00 6 370.5810358. 06 114.96 130.00 7 331.697936.7 6 88.09 150.00 8 298.636261.7 9 69.50 170.00 9 304.935629.2 5 62.48 190.0010 257.554330.4 2 48.06 210.0011 217.253364.7 3 37.34 230.0012 195.072789.8 7 30.96 245.0013 385.714820.0 1 53.50 Copyright © 2021 by Tower Engineering Solutions, LLC. 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Support Forces Summary Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021 Page: 16 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 1.10 650.071.2D + 1.0W Normal Wind -78.54 1a 24.41 -260.08 -29.20 1b -25.51 -260.70 -26.91 1 -10.90 319.211.2D + 1.0W 60° Wind -36.69 1a -37.08 319.22 8.89 1b -57.14 -509.14 -32.90 1 -13.57 43.291.2D + 1.0W 90° Wind -2.23 1a -57.75 533.10 26.56 1b -53.39 -447.11 -24.33 1 1.10 638.920.9D + 1.0W Normal Wind -77.92 1a 24.95 -270.74 -29.51 1b -26.05 -271.20 -27.22 1 -10.90 308.230.9D + 1.0W 60° Wind -36.07 1a -36.55 308.24 8.58 1b -57.68 -519.51 -33.21 1 -13.57 32.470.9D + 1.0W 90° Wind -1.61 1a -57.21 522.01 26.26 1b -53.93 -457.51 -24.64 1 0.00 61.081.2D + 1.0Ev + 1.0Eh -1.22 1a 1.29 34.70 -0.99 1b -1.29 34.70 -0.99 1 0.00 50.290.9D + 1.0Ev + 1.0Eh -0.56 1a 1.86 23.93 -1.31 1b -1.86 23.93 -1.31 1 0.16 123.291.0D + 1.0W Normal Wind -13.10 1a 2.01 -7.52 -3.35 1b -2.18 -8.03 -3.04 1 -1.58 75.821.0D + 1.0W 60° Wind -7.07 1a -6.89 75.84 2.16 1b -6.79 -43.92 -3.91 1 -1.97 36.071.0D + 1.0W 90° Wind -2.07 1a -9.88 106.61 4.72 1b -6.25 -34.94 -2.65 Max Reactions Max Uplift: Max Down: -519.51 Leg Overturning 650.07 Max Shear:78.55 Moment:16820.94 Total Down: Total Shear: 129.29 134.66 (kips) (kips) (kips) (ft-kips) (kips) (kips) Copyright © 2021 by Tower Engineering Solutions, LLC. 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Analysis Summary Structure:FL00344-B-SBA Site Name:Greene Property Height:250.00 (ft) 5/26/2021 Page: 17 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 Max Uplift: Max Down: -519.51 Leg Overturning 650.07 Max Shear:78.55 Moment:16820.94 Total Down: Total Shear: 129.29 134.66 (kips) (kips) (kips) (ft-kips) (kips) (kips) Anchor Bolts Interaction Ratios: 0.34 Bolt Size (in.):Number Bolts:3.00 6 Tensile Strength (Ksi):Yield Strength (Ksi): Length: 58.0036.00 0.00 OK!Tensile:Compression: Grout ExistingType: Max Usages Max Leg: 44.7% (1.2D + 1.0W Normal Wind - Sect 2) Max Diag: 35.9% (1.2D + 1.0W Normal Wind - Sect 3) Max Horiz: 31.3% (0.9D + 1.0W 60° Wind - Sect 13) Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Max Deflection, Twist and Sway 0.9D + 1.0Ev + 1.0Eh - Normal To Face 80.00 0.0049 0.0003 0.0128 100.00 0.0113 0.0004 0.0079 120.00 0.0022 0.0000 0.0004 250.00 0.0393 0.0005 0.0206 0.9D + 1.0W 160 mph Wind at 60° From Face 80.00 0.1193 0.0077 0.1580 100.00 0.1792 0.0093 0.1894 120.00 0.2528 -0.0106 0.2234 250.00 1.0852 0.0183 0.4968 0.9D + 1.0W 160 mph Wind at 90° From Face 80.00 0.1231 -0.0091 0.1626 100.00 0.1840 0.0054 0.1868 120.00 0.2605 -0.0125 0.2267 250.00 1.1097 -0.0212 0.5062 0.9D + 1.0W 160 mph Wind at Normal To Face 80.00 0.1338 0.0085 0.1731 100.00 0.1999 0.0104 0.2120 120.00 0.2779 -0.0001 0.2478 250.00 1.1795 -0.0199 0.5326 1.0D + 1.0W 60 mph Wind at 60° From Face 80.00 0.0174 0.0011 0.0228 100.00 0.0260 0.0013 0.0266 120.00 0.0366 -0.0015 0.0324 250.00 0.1556 0.0024 0.0715 1.0D + 1.0W 60 mph Wind at 90° From Face 80.00 0.0179 -0.0013 0.0235 100.00 0.0267 0.0008 0.0257 120.00 0.0376 -0.0018 0.0326 250.00 0.1589 -0.0028 0.0724 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.0D + 1.0W 60 mph Wind at Normal To Face 80.00 0.0195 0.0012 0.0249 100.00 0.0287 0.0015 0.0312 120.00 0.0401 0.0000 0.0359 250.00 0.1687 -0.0026 0.0761 1.2D + 1.0Ev + 1.0Eh - Normal To Face 80.00 0.0049 0.0003 0.0128 100.00 0.0113 0.0004 0.0076 120.00 0.0023 0.0000 0.0005 250.00 0.0393 -0.0005 0.0204 1.2D + 1.0W 160 mph Wind at 60° From Face 80.00 0.1195 0.0077 0.1582 100.00 0.1794 0.0093 0.1894 120.00 0.2530 -0.0106 0.2236 250.00 1.0864 0.0183 0.4977 1.2D + 1.0W 160 mph Wind at 90° From Face 80.00 0.1231 -0.0091 0.1627 100.00 0.1842 0.0054 0.1866 120.00 0.2607 -0.0125 0.2269 250.00 1.1108 -0.0212 0.5068 1.2D + 1.0W 160 mph Wind at Normal To Face 80.00 0.1339 0.0085 0.1733 100.00 0.2000 0.0104 0.2124 120.00 0.2781 -0.0001 0.2481 250.00 1.1806 -0.0200 0.5334 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.