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Home My WebLink AboutAPPROVED, Sub6 - Priority 1a_SBA MIDWAY ROAD_16232575_SA_12-10-2021 TES Project Number: 115363 Page 1 October 21, 2021 Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Post-Mod Structural Analysis Report Existing 300 ft Rohn Guyed Tower Customer Name: SBA Communications Corp Customer Site Number: FL10049-A Customer Site Name: Midway Road Carrier Name: Verizon (App#: 145733, v1) Carrier Site ID / Name: 268221 / SBA Midway Road Site Location: 375 E. Midway Road Fort Pierce, Florida Saint Lucie County Latitude: 27.373699 Longitude: -80.322441 Analysis Result: Max Structural Usage: 104.9% [Pass] Max Foundation Usage: 100.0% [Pass] Report Prepared By : Cesar Rojas TES Project Number: 115363 Page 2 October 21, 2021 Introduction The purpose of this report is to summarize the analysis results on the 300 ft Rohn Guyed Tower to support the proposed antennas and transmission lines in addition to those currently installed. Any existing modification listed under Sources of Information was assumed completed and was included in this analysis. The proposed modification by TES listed under Sources of Information was considered completed and was included in this analysis. Sources of Information Tower Drawings Hightower Solutions Inc., Site #FL10049-A, dated 10/25/16 Foundation Drawing Rohn, Dwg # A010522 dated 3/21/01 & Dwg #A010523, dated 3/21/01 Geotechnical Report FDH, Project # 1201109EG1, dated 2/6/12 Mount Analysis SMART Tool Project #: 10041371, dated February 8, 2021 Existing Modification FDH, Project # 12-01109E S6, dated 1/10/13 Proposed Modification TES Job # 115363 Pending Modification TES Job # 109737, dated 06/25/2021 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: 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 = 0.049, S1 = 0.028 This structural analysis is based upon the tower being classified as a Structure Class 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: 115363 Page 3 October 21, 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. Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 256.0 3 Cellmax CMA-B/6520/E0-8 - Panel Site Pro (3) VFA12-HD-S (9) 1 5/8" (1) 1.584" Hybrid (2) 1.996" HCS Cable T-Mobile 2 3 Commscope FFVV-65C-R3-V1 - Panel 3 3 Ericsson AIR6449 - Panel 4 3 RFS ATMAA1412D-1A20 5 3 Ericsson 4480 6 3 Ericsson 4460 7 1 Raycap ASU9338TYP01 8 210.0 3 JMA Wireless MX08FRO665-21- Panel (3) Sector Frames- Sabre C10837002C- 3278810 (1) 1.75" Hybrid Dish Wireless 9 3 Fujitsu TA08025-B605-RRU 10 3 Fujitsu TA08025-B604-RRU 11 1 Raycap RDIDC-9181-PF-48- OVP - 160.0 6 CSS X7CAP-655-42 - Panel (3) Sector Frame (18) 1 5/8" Verizon 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. Items Elevation(ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 12 160.0 3 Commscope NNH4-65B-R6H4- Panel (3) Valmont RMV 12- 372 w/Modifications (17) 1 5/8" RFS (1) 12x24 Hybrid Verizon 13 3 Ericsson AIR 6449- Panel 14 3 Ericsson RRU 8843-RRU 15 1 Raycap RHSDC-6627-PF-48-OVP See the attached coax layout for the line placement considered in the analysis. TES Project Number: 115363 Page 4 October 21, 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: 104.6% 104.9% 48.2% 100.3% Pass/Fail Pass Pass Pass Pass Foundations Base Reactions Anchors Reactions (kips) Axial Shear Uplift Shear Analysis Reactions 266.3 4.3 126.8 92.8 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. Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limit s prescribed by TIA-222 for the installed antennas. The maximum twist/sway at the elevation of the proposed equipment is 0.1247 degrees under the operational wind speed as specified in the Analysis Criteria. TES Project Number: 115363 Page 5 October 21, 2021 Conclusions Based on the analysis results, the structure and its foundation will be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the TIA-222-H Standard after the following proposed modification is successfully co mpleted. - Proposed modification design drawing by TES Job # 115363 Pre-Mod Installation Determination We have also checked this tower to determine if the proposed Verizon equipment loading can be installed prior to the completion of the required modifications. We ran a reduced wind loading case as required by TIA-322 considering a construction period of no more than 6 months. The tower and foundations passed, so the Carrier can proceed and install their proposed loading prior to the mods completion. Please be aware that this approval is being provided and is based on the method outlined in TIA-322. This approval is not a blanket approval and there is still a risk that the tower will experience a wind event that cannot be predicted by TIA-322 or our Engineers. In the event of an unforeseen wind event, Tower Engineering Solutions will not be liable nor responsible for damage to the tower or the Carriers equipment. Additionally, the tower cannot go beyond the 6 month construction period without the modifications being completed. If the modifications cannot be completed within 6 months from the completed installation of the Carrier’s proposed equipment, TES must be notified immediately for further review. TES Project Number: 115363 Page 6 October 21, 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 EIA/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:Midway Road Height:300.00 (ft) 10/21/2021 Page: 1 Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft) Structure: FL10049-A-SBA Top Width:3.42 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 SAE 4X4X0.251PX 3" DIA PIPE PSP ROHN 1 1/2X11GA PSP ROHN 1 1/2X11GA2PX 3" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA3-4 PX 3" DIA PIPE PSP ROHN 1 1/2X11GA PSP ROHN 1 1/2X11GA5PSP 3" SCHD 160 PSP ROHN 1 1/2X11GA PSP ROHN 1 1/2X11GA6MOD 3"PX+2x2x3/8L PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA7PX 3" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA8MOD 3"PX+2x2x3/8L SAU 3X2X0.375 PSP ROHN 1 1/2X16GA9MOD 3"PX+2x2x3/8L SAU 3X2X0.375 PSP ROHN 1 1/2X11GA10PSP 3" SCHD 160 SAU 3X2X0.375 DAE 2X2X0.2511PSP 3" SCHD 160 PSP ROHN 1 1/2X11GA 12 PSP 3" SCHD 160 PSP ROHN 1 1/2X11GA PSP ROHN 1 1/2X11GA13PSP 3" SCHD 160 SAU 3X2X0.375 PSP ROHN 1 1/2X16GA14PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA15PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA SAE 2X2X0.2516PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA17-19 PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA DAE 2X2X0.2520PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA21-22 PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X11GA PSP ROHN 1 1/2X11GA23PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA24PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA DAE 2X2X0.2525PX 2-1/2" DIA PIPE PSP ROHN 1 1/2X16GA PSP ROHN 1 1/2X16GA26PX 2-1/2" DIA PIPE Discrete Appurtenances Attach Elev (ft) Force Elev (ft)Qty Description 256.00 3 4460256.00 256.00 1 ASU9338TYP01256.00 256.00 3 CMA-BDHH/6520/E0-8256.00 256.00 3 FFVV-65C-R3-V1256.00 256.00 3 AIR6449256.00 256.00 3 ATMAA1412D-1A20256.00 256.00 3 4480256.00 256.00 3 VFA12-HD-S256.00 210.00 1 RDIDC-9181-OF-48210.00 210.00 1 (3) C10837002C210.00 210.00 3 MX08FRO665-21210.00 210.00 3 TA08025-B604210.00 210.00 3 TA08025-B605210.00 160.00 3 NNH4-65B-R6160.00 160.00 3 AIR6449 B41160.00 160.00 3 8843160.00 160.00 1 RHSDC-6627-PF-48160.00 160.00 1 (3) HR w/ Double V-Brace Kits160.00 160.00 3 Sector Frame160.00 Linear Appurtenances Elev From (ft) Elev To (ft)Qty Description 0.00 300.00 1 W/G Ladder 0.00 256.00 9 1 5/8" Coax 0.00 256.00 1 1.584" Hybrid 0.00 256.00 2 1.996" HCS Cable 0.00 256.00 1 W/G Ladder Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Type:Guyed Site Name:Midway Road Height:300.00 (ft) 10/21/2021 Page: 2 Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft) Structure: FL10049-A-SBA Top Width:3.42 Basic WS:160.00 Basic Ice WS:0.00 Operational WS:60.00 Code:EIA/TIA-222-H 0.00 210.00 1 1.75" Hybrid 0.00 160.00 17 1 5/8" Coax 0.00 160.00 1 12x24 Hybrid Max Guy Wire 100.29% @ 222.5 ft - 7/8 EHS Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 10/21/2021 Page: 3 Structure: FL10049-A-SBA Type:Guyed Site Name:Midway Road Height:300.00 (ft) Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft)Top Width:3.42 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. 10/21/2021 Page: 4 Anchor Drops with Guy Radius - Structure: FL10049-A-SBA Type:Guyed Site Name:Midway Road Height:300.00 (ft) Base Shape:Triangle Base Width:0.00 Base Elev:0.00 (ft)Top Width:3.42 Basic WS:160.00 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:Midway Road Height:300.00 (ft) 10/21/2021 Page: 5 Structure: FL10049-A-SBA - Coax Line Placement Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021 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 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 4460 3 109.00 2.850 0.0000.00256.00 21.800 15.700 7.500 0.0000.80 0.67 ASU9338TYP01 1 19.00 3.200 0.0000.00256.00 20.400 18.900 5.800 0.0001.00 1.00 CMA-BDHH/6520/E0-8 3 62.00 9.050 0.0000.00256.00 64.600 15.900 5.000 0.0000.80 0.70 FFVV-65C-R3-V1 3 183.40 21.120 0.0000.00256.00 95.900 25.200 9.300 0.0000.80 0.72 AIR6449 3 103.00 5.650 0.0000.00256.00 33.100 20.500 8.300 0.0000.80 0.71 ATMAA1412D-1A20 3 13.00 1.170 0.0000.00256.00 12.000 10.000 4.000 0.0000.80 0.67 4480 3 93.00 2.850 0.0000.00256.00 21.800 15.700 7.500 0.0000.80 0.67 VFA12-HD-S 3 621.67 18.900 20.925900.00256.00 0.000 0.000 0.000 0.0000.75 0.75 RDIDC-9181-OF-48 1 21.90 2.010 0.0000.00210.00 16.600 14.600 8.500 0.0001.00 1.00 (3) C10837002C 1 1491.0 0 42.060 48.0001650.00210.00 0.000 0.000 0.000 0.0000.75 1.00 MX08FRO665-21 3 64.50 12.490 0.0000.00210.00 72.000 20.000 8.000 0.0000.80 0.74 TA08025-B604 3 63.90 1.960 0.0000.00210.00 15.800 15.000 7.900 0.0000.80 0.67 TA08025-B605 3 75.00 1.960 0.0000.00210.00 15.800 15.000 9.100 0.0000.80 0.67 NNH4-65B-R6 3 82.00 12.240 0.0000.00160.00 72.000 19.600 7.800 0.0000.80 0.74 AIR6449 B41 3 103.00 5.650 0.0000.00160.00 33.100 20.500 8.300 0.0000.80 0.71 8843 3 75.00 1.650 0.0000.00160.00 15.000 13.200 11.100 0.0000.00 0.00 RHSDC-6627-PF-48 1 32.00 4.060 4.99057.20160.00 29.500 16.500 12.600 0.0001.00 1.00 (3) HR w/ Double V-Brace Kits 1 650.00 15.500 20.000800.00160.00 0.000 0.000 0.000 0.0000.75 1.00 Sector Frame 3 450.00 14.000 16.000550.00160.00 0.000 0.000 0.000 0.0000.75 0.75 6,857.20 19Number of Appurtenances : Totals:8,509.3147 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021 Page: 7 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 0.00 300.00 W/G Ladder 1.30 100.00 2 Individual NR 1 6.00 N 1.00 1.00 0.00 256.00 1 5/8" Coax 1.98 33.30 3 Block 9 1.04 N 0.50 1.00 0.00 256.00 1.584" Hybrid 1.58 100.00 3 Individual NR 1 1.00 N 1.00 1.00 0.00 256.00 1.996" HCS Cable 2.00 50.00 3 Block 2 1.10 N 1.00 1.00 0.00 256.00 W/G Ladder 1.30 100.00 3 Individual NR 1 6.00 N 1.00 1.00 0.00 210.00 1.75" Hybrid 1.75 100.00 2 Individual NR 1 1.99 N 1.00 1.00 0.00 160.00 1 5/8" Coax 1.98 50.00 1 Block171.04 N 0.50 1.00 0.00 160.00 12x24 Hybrid 0.75 100.00 1 Individual NR 1 1.63 N 1.00 1.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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: 47.33 2.459 0.00 0.57 1.82 1.00 1 2.4 1.00 0.00 4.65 14.98 0.00 635.6 0.0 341.35 387.87 729.223.03 47.33 0.000 0.00 0.22 2.52 1.00 2 12.4 1.00 0.00 7.33 47.43 0.00 1,527.8 0.0 743.81 1719.44 2,463.2612.57 54.69 0.000 0.00 0.22 2.53 1.00 3 30.0 1.00 0.00 9.40 62.41 0.00 1,887.0 0.0 1105.13 2614.44 3,719.5716.34 60.90 0.000 0.00 0.01 3.35 1.00 4 50.0 1.00 0.00 0.44 62.41 0.00 1,048.7 0.0 77.08 2911.28 2,988.360.82 65.37 1.424 0.00 0.03 3.26 1.00 5 70.0 1.00 0.00 1.86 62.41 0.00 1,072.8 0.0 337.52 3124.98 3,462.500.82 68.92 0.000 0.00 0.27 2.37 1.00 6 90.0 1.00 0.00 11.07 62.41 0.00 2,292.5 0.0 1534.24 3294.77 4,829.0121.17 71.90 0.000 0.00 0.26 2.42 1.00 7 110.0 1.00 0.00 11.11 62.41 0.00 1,972.8 0.0 1640.24 3436.95 5,077.1919.07 74.01 0.000 0.00 0.33 2.22 1.00 8 126.3 1.00 0.00 9.22 39.00 0.00 1,461.5 0.0 1285.62 2211.31 3,496.9315.96 75.21 5.700 0.00 0.42 2.02 1.00 9 136.3 1.00 0.00 9.58 23.40 0.00 1,318.3 0.0 1237.23 1297.13 2,534.366.51 75.78 1.938 0.00 0.41 2.05 1.0010141.3 1.00 0.00 3.11 7.80 0.00 453.1 0.0 410.56 446.47 857.031.85 76.06 2.492 0.00 0.43 2.01 1.0011143.8 1.00 0.00 3.41 7.80 0.00 512.6 0.0 443.91 434.77 878.681.46 76.48 0.000 0.00 0.26 2.40 1.0012147.5 1.00 0.00 2.84 15.60 0.00 616.5 0.0 442.59 913.97 1,356.564.89 77.28 0.000 0.00 0.27 2.37 1.0013155.0 1.00 0.00 5.90 31.20 0.00 1,250.2 0.0 920.75 1847.13 2,767.8810.08 78.05 3.961 0.00 0.37 2.13 1.0014162.5 1.00 0.00 5.69 6.20 0.00 642.3 0.0 803.91 375.02 1,178.932.79 79.04 0.000 0.00 0.25 2.45 1.0015172.5 1.00 0.00 7.97 18.59 0.00 1,011.4 0.0 1311.39 1139.29 2,450.6813.49 80.10 2.118 0.00 0.26 2.40 1.0016183.8 1.00 0.00 5.09 9.30 0.00 612.0 0.0 832.44 577.27 1,409.715.08 81.00 0.000 0.00 0.19 2.62 1.0017193.8 1.00 0.00 5.02 15.49 0.00 769.8 0.0 905.78 972.91 1,878.708.84 82.38 0.000 0.00 0.20 2.61 1.0018210.0 1.00 0.00 8.14 23.33 0.00 1,213.3 0.0 1488.34 1509.76 2,998.1014.32 83.29 0.570 0.00 0.34 2.19 1.0019221.3 1.00 0.00 2.19 2.73 0.00 251.2 0.0 338.56 181.51 520.082.58 83.49 0.000 0.00 0.24 2.47 1.0020223.8 1.00 0.00 1.29 2.73 0.00 161.0 0.0 225.36 181.94 407.302.20 84.16 0.000 0.00 0.25 2.45 1.0021232.5 1.00 0.00 7.94 16.40 0.00 975.6 0.0 1391.23 1100.51 2,491.7313.49 85.46 0.000 0.00 0.25 2.44 1.0022250.0 1.00 0.00 10.77 17.93 0.00 1,229.8 0.0 1907.38 1229.72 3,137.1018.26 86.86 0.000 0.00 0.20 2.61 1.0023270.0 1.00 0.00 8.10 2.17 0.00 904.2 0.0 1561.49 191.95 1,753.4414.32 87.61 0.570 0.00 0.34 2.19 1.0024281.3 1.00 0.00 2.19 0.27 0.00 201.6 0.0 355.65 24.20 379.862.58 87.77 0.000 0.00 0.24 2.47 1.0025283.8 1.00 0.00 1.28 0.27 0.00 111.3 0.0 236.16 24.25 260.402.20 88.33 0.000 0.00 0.25 2.45 1.0026292.5 1.00 0.00 7.91 1.63 0.00 677.5 0.0 1455.79 146.41 1,602.2013.49 24,810.4 0.0 55,628.76 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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: 47.33 2.459 0.00 0.57 1.82 0.80 1 2.4 1.00 0.00 4.16 14.98 0.00 635.6 0.0 305.26 387.87 693.133.03 47.33 0.000 0.00 0.22 2.52 0.80 2 12.4 1.00 0.00 7.33 47.43 0.00 1,527.8 0.0 743.81 1719.44 2,463.2612.57 54.69 0.000 0.00 0.22 2.53 0.80 3 30.0 1.00 0.00 9.40 62.41 0.00 1,887.0 0.0 1105.13 2614.44 3,719.5716.34 60.90 0.000 0.00 0.01 3.35 0.80 4 50.0 1.00 0.00 0.44 62.41 0.00 1,048.7 0.0 77.08 2911.28 2,988.360.82 65.37 1.424 0.00 0.03 3.26 0.80 5 70.0 1.00 0.00 1.58 62.41 0.00 1,072.8 0.0 285.92 3124.98 3,410.910.82 68.92 0.000 0.00 0.27 2.37 0.80 6 90.0 1.00 0.00 11.07 62.41 0.00 2,292.5 0.0 1534.24 3294.77 4,829.0121.17 71.90 0.000 0.00 0.26 2.42 0.80 7 110.0 1.00 0.00 11.11 62.41 0.00 1,972.8 0.0 1640.24 3436.95 5,077.1919.07 74.01 0.000 0.00 0.33 2.22 0.80 8 126.3 1.00 0.00 9.22 39.00 0.00 1,461.5 0.0 1285.62 2211.31 3,496.9315.96 75.21 5.700 0.00 0.42 2.02 0.80 9 136.3 1.00 0.00 8.44 23.40 0.00 1,318.3 0.0 1089.97 1297.13 2,387.106.51 75.78 1.938 0.00 0.41 2.05 0.8010141.3 1.00 0.00 2.73 7.80 0.00 453.1 0.0 359.44 446.47 805.911.85 76.06 2.492 0.00 0.43 2.01 0.8011143.8 1.00 0.00 2.91 7.80 0.00 512.6 0.0 378.99 434.77 813.761.46 76.48 0.000 0.00 0.26 2.40 0.8012147.5 1.00 0.00 2.84 15.60 0.00 616.5 0.0 442.59 913.97 1,356.564.89 77.28 0.000 0.00 0.27 2.37 0.8013155.0 1.00 0.00 5.90 31.20 0.00 1,250.2 0.0 920.75 1847.13 2,767.8810.08 78.05 3.961 0.00 0.37 2.13 0.8014162.5 1.00 0.00 4.90 6.20 0.00 642.3 0.0 692.08 375.02 1,067.102.79 79.04 0.000 0.00 0.25 2.45 0.8015172.5 1.00 0.00 7.97 18.59 0.00 1,011.4 0.0 1311.39 1139.29 2,450.6813.49 80.10 2.118 0.00 0.26 2.40 0.8016183.8 1.00 0.00 4.67 9.30 0.00 612.0 0.0 763.20 577.27 1,340.485.08 81.00 0.000 0.00 0.19 2.62 0.8017193.8 1.00 0.00 5.02 15.49 0.00 769.8 0.0 905.78 972.91 1,878.708.84 82.38 0.000 0.00 0.20 2.61 0.8018210.0 1.00 0.00 8.14 23.33 0.00 1,213.3 0.0 1488.34 1509.76 2,998.1014.32 83.29 0.570 0.00 0.34 2.19 0.8019221.3 1.00 0.00 2.07 2.73 0.00 251.2 0.0 320.94 181.51 502.462.58 83.49 0.000 0.00 0.24 2.47 0.8020223.8 1.00 0.00 1.29 2.73 0.00 161.0 0.0 225.36 181.94 407.302.20 84.16 0.000 0.00 0.25 2.45 0.8021232.5 1.00 0.00 7.94 16.40 0.00 975.6 0.0 1391.23 1100.51 2,491.7313.49 85.46 0.000 0.00 0.25 2.44 0.8022250.0 1.00 0.00 10.77 17.93 0.00 1,229.8 0.0 1907.38 1229.72 3,137.1018.26 86.86 0.000 0.00 0.20 2.61 0.8023270.0 1.00 0.00 8.10 2.17 0.00 904.2 0.0 1561.49 191.95 1,753.4414.32 87.61 0.570 0.00 0.34 2.19 0.8024281.3 1.00 0.00 2.07 0.27 0.00 201.6 0.0 337.12 24.20 361.322.58 87.77 0.000 0.00 0.24 2.47 0.8025283.8 1.00 0.00 1.28 0.27 0.00 111.3 0.0 236.16 24.25 260.402.20 88.33 0.000 0.00 0.25 2.45 0.8026292.5 1.00 0.00 7.91 1.63 0.00 677.5 0.0 1455.79 146.41 1,602.2013.49 24,810.4 0.0 55,060.56 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 1.2D + 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: 47.33 2.459 0.00 0.57 1.82 0.85 1 2.4 1.00 0.00 4.28 14.98 0.00 635.6 0.0 314.28 387.87 702.153.03 47.33 0.000 0.00 0.22 2.52 0.85 2 12.4 1.00 0.00 7.33 47.43 0.00 1,527.8 0.0 743.81 1719.44 2,463.2612.57 54.69 0.000 0.00 0.22 2.53 0.85 3 30.0 1.00 0.00 9.40 62.41 0.00 1,887.0 0.0 1105.13 2614.44 3,719.5716.34 60.90 0.000 0.00 0.01 3.35 0.85 4 50.0 1.00 0.00 0.44 62.41 0.00 1,048.7 0.0 77.08 2911.28 2,988.360.82 65.37 1.424 0.00 0.03 3.26 0.85 5 70.0 1.00 0.00 1.65 62.41 0.00 1,072.8 0.0 298.82 3124.98 3,423.810.82 68.92 0.000 0.00 0.27 2.37 0.85 6 90.0 1.00 0.00 11.07 62.41 0.00 2,292.5 0.0 1534.24 3294.77 4,829.0121.17 71.90 0.000 0.00 0.26 2.42 0.85 7 110.0 1.00 0.00 11.11 62.41 0.00 1,972.8 0.0 1640.24 3436.95 5,077.1919.07 74.01 0.000 0.00 0.33 2.22 0.85 8 126.3 1.00 0.00 9.22 39.00 0.00 1,461.5 0.0 1285.62 2211.31 3,496.9315.96 75.21 5.700 0.00 0.42 2.02 0.85 9 136.3 1.00 0.00 8.72 23.40 0.00 1,318.3 0.0 1126.79 1297.13 2,423.926.51 75.78 1.938 0.00 0.41 2.05 0.8510141.3 1.00 0.00 2.82 7.80 0.00 453.1 0.0 372.22 446.47 818.691.85 76.06 2.492 0.00 0.43 2.01 0.8511143.8 1.00 0.00 3.03 7.80 0.00 512.6 0.0 395.22 434.77 829.991.46 76.48 0.000 0.00 0.26 2.40 0.8512147.5 1.00 0.00 2.84 15.60 0.00 616.5 0.0 442.59 913.97 1,356.564.89 77.28 0.000 0.00 0.27 2.37 0.8513155.0 1.00 0.00 5.90 31.20 0.00 1,250.2 0.0 920.75 1847.13 2,767.8810.08 78.05 3.961 0.00 0.37 2.13 0.8514162.5 1.00 0.00 5.10 6.20 0.00 642.3 0.0 720.04 375.02 1,095.062.79 79.04 0.000 0.00 0.25 2.45 0.8515172.5 1.00 0.00 7.97 18.59 0.00 1,011.4 0.0 1311.39 1139.29 2,450.6813.49 80.10 2.118 0.00 0.26 2.40 0.8516183.8 1.00 0.00 4.78 9.30 0.00 612.0 0.0 780.51 577.27 1,357.795.08 81.00 0.000 0.00 0.19 2.62 0.8517193.8 1.00 0.00 5.02 15.49 0.00 769.8 0.0 905.78 972.91 1,878.708.84 82.38 0.000 0.00 0.20 2.61 0.8518210.0 1.00 0.00 8.14 23.33 0.00 1,213.3 0.0 1488.34 1509.76 2,998.1014.32 83.29 0.570 0.00 0.34 2.19 0.8519221.3 1.00 0.00 2.10 2.73 0.00 251.2 0.0 325.35 181.51 506.862.58 83.49 0.000 0.00 0.24 2.47 0.8520223.8 1.00 0.00 1.29 2.73 0.00 161.0 0.0 225.36 181.94 407.302.20 84.16 0.000 0.00 0.25 2.45 0.8521232.5 1.00 0.00 7.94 16.40 0.00 975.6 0.0 1391.23 1100.51 2,491.7313.49 85.46 0.000 0.00 0.25 2.44 0.8522250.0 1.00 0.00 10.77 17.93 0.00 1,229.8 0.0 1907.38 1229.72 3,137.1018.26 86.86 0.000 0.00 0.20 2.61 0.8523270.0 1.00 0.00 8.10 2.17 0.00 904.2 0.0 1561.49 191.95 1,753.4414.32 87.61 0.570 0.00 0.34 2.19 0.8524281.3 1.00 0.00 2.10 0.27 0.00 201.6 0.0 341.76 24.20 365.962.58 87.77 0.000 0.00 0.24 2.47 0.8525283.8 1.00 0.00 1.28 0.27 0.00 111.3 0.0 236.16 24.25 260.402.20 88.33 0.000 0.00 0.25 2.45 0.8526292.5 1.00 0.00 7.91 1.63 0.00 677.5 0.0 1455.79 146.41 1,602.2013.49 24,810.4 0.0 55,202.61 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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: 47.33 2.459 0.00 0.57 1.82 1.00 1 2.4 1.00 0.00 4.65 14.98 0.00 476.7 0.0 341.35 387.87 729.223.03 47.33 0.000 0.00 0.22 2.52 1.00 2 12.4 1.00 0.00 7.33 47.43 0.00 1,145.9 0.0 743.81 1719.44 2,463.2612.57 54.69 0.000 0.00 0.22 2.53 1.00 3 30.0 1.00 0.00 9.40 62.41 0.00 1,415.3 0.0 1105.13 2614.44 3,719.5716.34 60.90 0.000 0.00 0.01 3.35 1.00 4 50.0 1.00 0.00 0.44 62.41 0.00 786.5 0.0 77.08 2911.28 2,988.360.82 65.37 1.424 0.00 0.03 3.26 1.00 5 70.0 1.00 0.00 1.86 62.41 0.00 804.6 0.0 337.52 3124.98 3,462.500.82 68.92 0.000 0.00 0.27 2.37 1.00 6 90.0 1.00 0.00 11.07 62.41 0.00 1,719.4 0.0 1534.24 3294.77 4,829.0121.17 71.90 0.000 0.00 0.26 2.42 1.00 7 110.0 1.00 0.00 11.11 62.41 0.00 1,479.6 0.0 1640.24 3436.95 5,077.1919.07 74.01 0.000 0.00 0.33 2.22 1.00 8 126.3 1.00 0.00 9.22 39.00 0.00 1,096.1 0.0 1285.62 2211.31 3,496.9315.96 75.21 5.700 0.00 0.42 2.02 1.00 9 136.3 1.00 0.00 9.58 23.40 0.00 988.7 0.0 1237.23 1297.13 2,534.366.51 75.78 1.938 0.00 0.41 2.05 1.0010141.3 1.00 0.00 3.11 7.80 0.00 339.8 0.0 410.56 446.47 857.031.85 76.06 2.492 0.00 0.43 2.01 1.0011143.8 1.00 0.00 3.41 7.80 0.00 384.5 0.0 443.91 434.77 878.681.46 76.48 0.000 0.00 0.26 2.40 1.0012147.5 1.00 0.00 2.84 15.60 0.00 462.3 0.0 442.59 913.97 1,356.564.89 77.28 0.000 0.00 0.27 2.37 1.0013155.0 1.00 0.00 5.90 31.20 0.00 937.6 0.0 920.75 1847.13 2,767.8810.08 78.05 3.961 0.00 0.37 2.13 1.0014162.5 1.00 0.00 5.69 6.20 0.00 481.7 0.0 803.91 375.02 1,178.932.79 79.04 0.000 0.00 0.25 2.45 1.0015172.5 1.00 0.00 7.97 18.59 0.00 758.6 0.0 1311.39 1139.29 2,450.6813.49 80.10 2.118 0.00 0.26 2.40 1.0016183.8 1.00 0.00 5.09 9.30 0.00 459.0 0.0 832.44 577.27 1,409.715.08 81.00 0.000 0.00 0.19 2.62 1.0017193.8 1.00 0.00 5.02 15.49 0.00 577.4 0.0 905.78 972.91 1,878.708.84 82.38 0.000 0.00 0.20 2.61 1.0018210.0 1.00 0.00 8.14 23.33 0.00 910.0 0.0 1488.34 1509.76 2,998.1014.32 83.29 0.570 0.00 0.34 2.19 1.0019221.3 1.00 0.00 2.19 2.73 0.00 188.4 0.0 338.56 181.51 520.082.58 83.49 0.000 0.00 0.24 2.47 1.0020223.8 1.00 0.00 1.29 2.73 0.00 120.7 0.0 225.36 181.94 407.302.20 84.16 0.000 0.00 0.25 2.45 1.0021232.5 1.00 0.00 7.94 16.40 0.00 731.7 0.0 1391.23 1100.51 2,491.7313.49 85.46 0.000 0.00 0.25 2.44 1.0022250.0 1.00 0.00 10.77 17.93 0.00 922.4 0.0 1907.38 1229.72 3,137.1018.26 86.86 0.000 0.00 0.20 2.61 1.0023270.0 1.00 0.00 8.10 2.17 0.00 678.1 0.0 1561.49 191.95 1,753.4414.32 87.61 0.570 0.00 0.34 2.19 1.0024281.3 1.00 0.00 2.19 0.27 0.00 151.2 0.0 355.65 24.20 379.862.58 87.77 0.000 0.00 0.24 2.47 1.0025283.8 1.00 0.00 1.28 0.27 0.00 83.5 0.0 236.16 24.25 260.402.20 88.33 0.000 0.00 0.25 2.45 1.0026292.5 1.00 0.00 7.91 1.63 0.00 508.1 0.0 1455.79 146.41 1,602.2013.49 18,607.8 0.0 55,628.76 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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: 47.33 2.459 0.00 0.57 1.82 0.80 1 2.4 1.00 0.00 4.16 14.98 0.00 476.7 0.0 305.26 387.87 693.133.03 47.33 0.000 0.00 0.22 2.52 0.80 2 12.4 1.00 0.00 7.33 47.43 0.00 1,145.9 0.0 743.81 1719.44 2,463.2612.57 54.69 0.000 0.00 0.22 2.53 0.80 3 30.0 1.00 0.00 9.40 62.41 0.00 1,415.3 0.0 1105.13 2614.44 3,719.5716.34 60.90 0.000 0.00 0.01 3.35 0.80 4 50.0 1.00 0.00 0.44 62.41 0.00 786.5 0.0 77.08 2911.28 2,988.360.82 65.37 1.424 0.00 0.03 3.26 0.80 5 70.0 1.00 0.00 1.58 62.41 0.00 804.6 0.0 285.92 3124.98 3,410.910.82 68.92 0.000 0.00 0.27 2.37 0.80 6 90.0 1.00 0.00 11.07 62.41 0.00 1,719.4 0.0 1534.24 3294.77 4,829.0121.17 71.90 0.000 0.00 0.26 2.42 0.80 7 110.0 1.00 0.00 11.11 62.41 0.00 1,479.6 0.0 1640.24 3436.95 5,077.1919.07 74.01 0.000 0.00 0.33 2.22 0.80 8 126.3 1.00 0.00 9.22 39.00 0.00 1,096.1 0.0 1285.62 2211.31 3,496.9315.96 75.21 5.700 0.00 0.42 2.02 0.80 9 136.3 1.00 0.00 8.44 23.40 0.00 988.7 0.0 1089.97 1297.13 2,387.106.51 75.78 1.938 0.00 0.41 2.05 0.8010141.3 1.00 0.00 2.73 7.80 0.00 339.8 0.0 359.44 446.47 805.911.85 76.06 2.492 0.00 0.43 2.01 0.8011143.8 1.00 0.00 2.91 7.80 0.00 384.5 0.0 378.99 434.77 813.761.46 76.48 0.000 0.00 0.26 2.40 0.8012147.5 1.00 0.00 2.84 15.60 0.00 462.3 0.0 442.59 913.97 1,356.564.89 77.28 0.000 0.00 0.27 2.37 0.8013155.0 1.00 0.00 5.90 31.20 0.00 937.6 0.0 920.75 1847.13 2,767.8810.08 78.05 3.961 0.00 0.37 2.13 0.8014162.5 1.00 0.00 4.90 6.20 0.00 481.7 0.0 692.08 375.02 1,067.102.79 79.04 0.000 0.00 0.25 2.45 0.8015172.5 1.00 0.00 7.97 18.59 0.00 758.6 0.0 1311.39 1139.29 2,450.6813.49 80.10 2.118 0.00 0.26 2.40 0.8016183.8 1.00 0.00 4.67 9.30 0.00 459.0 0.0 763.20 577.27 1,340.485.08 81.00 0.000 0.00 0.19 2.62 0.8017193.8 1.00 0.00 5.02 15.49 0.00 577.4 0.0 905.78 972.91 1,878.708.84 82.38 0.000 0.00 0.20 2.61 0.8018210.0 1.00 0.00 8.14 23.33 0.00 910.0 0.0 1488.34 1509.76 2,998.1014.32 83.29 0.570 0.00 0.34 2.19 0.8019221.3 1.00 0.00 2.07 2.73 0.00 188.4 0.0 320.94 181.51 502.462.58 83.49 0.000 0.00 0.24 2.47 0.8020223.8 1.00 0.00 1.29 2.73 0.00 120.7 0.0 225.36 181.94 407.302.20 84.16 0.000 0.00 0.25 2.45 0.8021232.5 1.00 0.00 7.94 16.40 0.00 731.7 0.0 1391.23 1100.51 2,491.7313.49 85.46 0.000 0.00 0.25 2.44 0.8022250.0 1.00 0.00 10.77 17.93 0.00 922.4 0.0 1907.38 1229.72 3,137.1018.26 86.86 0.000 0.00 0.20 2.61 0.8023270.0 1.00 0.00 8.10 2.17 0.00 678.1 0.0 1561.49 191.95 1,753.4414.32 87.61 0.570 0.00 0.34 2.19 0.8024281.3 1.00 0.00 2.07 0.27 0.00 151.2 0.0 337.12 24.20 361.322.58 87.77 0.000 0.00 0.24 2.47 0.8025283.8 1.00 0.00 1.28 0.27 0.00 83.5 0.0 236.16 24.25 260.402.20 88.33 0.000 0.00 0.25 2.45 0.8026292.5 1.00 0.00 7.91 1.63 0.00 508.1 0.0 1455.79 146.41 1,602.2013.49 18,607.8 0.0 55,060.56 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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: 47.33 2.459 0.00 0.57 1.82 0.85 1 2.4 1.00 0.00 4.28 14.98 0.00 476.7 0.0 314.28 387.87 702.153.03 47.33 0.000 0.00 0.22 2.52 0.85 2 12.4 1.00 0.00 7.33 47.43 0.00 1,145.9 0.0 743.81 1719.44 2,463.2612.57 54.69 0.000 0.00 0.22 2.53 0.85 3 30.0 1.00 0.00 9.40 62.41 0.00 1,415.3 0.0 1105.13 2614.44 3,719.5716.34 60.90 0.000 0.00 0.01 3.35 0.85 4 50.0 1.00 0.00 0.44 62.41 0.00 786.5 0.0 77.08 2911.28 2,988.360.82 65.37 1.424 0.00 0.03 3.26 0.85 5 70.0 1.00 0.00 1.65 62.41 0.00 804.6 0.0 298.82 3124.98 3,423.810.82 68.92 0.000 0.00 0.27 2.37 0.85 6 90.0 1.00 0.00 11.07 62.41 0.00 1,719.4 0.0 1534.24 3294.77 4,829.0121.17 71.90 0.000 0.00 0.26 2.42 0.85 7 110.0 1.00 0.00 11.11 62.41 0.00 1,479.6 0.0 1640.24 3436.95 5,077.1919.07 74.01 0.000 0.00 0.33 2.22 0.85 8 126.3 1.00 0.00 9.22 39.00 0.00 1,096.1 0.0 1285.62 2211.31 3,496.9315.96 75.21 5.700 0.00 0.42 2.02 0.85 9 136.3 1.00 0.00 8.72 23.40 0.00 988.7 0.0 1126.79 1297.13 2,423.926.51 75.78 1.938 0.00 0.41 2.05 0.8510141.3 1.00 0.00 2.82 7.80 0.00 339.8 0.0 372.22 446.47 818.691.85 76.06 2.492 0.00 0.43 2.01 0.8511143.8 1.00 0.00 3.03 7.80 0.00 384.5 0.0 395.22 434.77 829.991.46 76.48 0.000 0.00 0.26 2.40 0.8512147.5 1.00 0.00 2.84 15.60 0.00 462.3 0.0 442.59 913.97 1,356.564.89 77.28 0.000 0.00 0.27 2.37 0.8513155.0 1.00 0.00 5.90 31.20 0.00 937.6 0.0 920.75 1847.13 2,767.8810.08 78.05 3.961 0.00 0.37 2.13 0.8514162.5 1.00 0.00 5.10 6.20 0.00 481.7 0.0 720.04 375.02 1,095.062.79 79.04 0.000 0.00 0.25 2.45 0.8515172.5 1.00 0.00 7.97 18.59 0.00 758.6 0.0 1311.39 1139.29 2,450.6813.49 80.10 2.118 0.00 0.26 2.40 0.8516183.8 1.00 0.00 4.78 9.30 0.00 459.0 0.0 780.51 577.27 1,357.795.08 81.00 0.000 0.00 0.19 2.62 0.8517193.8 1.00 0.00 5.02 15.49 0.00 577.4 0.0 905.78 972.91 1,878.708.84 82.38 0.000 0.00 0.20 2.61 0.8518210.0 1.00 0.00 8.14 23.33 0.00 910.0 0.0 1488.34 1509.76 2,998.1014.32 83.29 0.570 0.00 0.34 2.19 0.8519221.3 1.00 0.00 2.10 2.73 0.00 188.4 0.0 325.35 181.51 506.862.58 83.49 0.000 0.00 0.24 2.47 0.8520223.8 1.00 0.00 1.29 2.73 0.00 120.7 0.0 225.36 181.94 407.302.20 84.16 0.000 0.00 0.25 2.45 0.8521232.5 1.00 0.00 7.94 16.40 0.00 731.7 0.0 1391.23 1100.51 2,491.7313.49 85.46 0.000 0.00 0.25 2.44 0.8522250.0 1.00 0.00 10.77 17.93 0.00 922.4 0.0 1907.38 1229.72 3,137.1018.26 86.86 0.000 0.00 0.20 2.61 0.8523270.0 1.00 0.00 8.10 2.17 0.00 678.1 0.0 1561.49 191.95 1,753.4414.32 87.61 0.570 0.00 0.34 2.19 0.8524281.3 1.00 0.00 2.10 0.27 0.00 151.2 0.0 341.76 24.20 365.962.58 87.77 0.000 0.00 0.24 2.47 0.8525283.8 1.00 0.00 1.28 0.27 0.00 83.5 0.0 236.16 24.25 260.402.20 88.33 0.000 0.00 0.25 2.45 0.8526292.5 1.00 0.00 7.91 1.63 0.00 508.1 0.0 1455.79 146.41 1,602.2013.49 18,607.8 0.0 55,202.61 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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 2.459 0.00 0.57 1.82 1.00 1 2.4 1.00 0.00 4.66 14.98 0.00 529.6 0.0 48.06 54.54 102.613.03 6.66 0.000 0.00 0.22 2.52 1.00 2 12.4 1.00 0.00 7.44 47.43 0.00 1,273.2 0.0 106.16 241.80 347.9512.57 7.69 0.000 0.00 0.22 2.53 1.00 3 30.0 1.00 0.00 9.66 62.41 0.00 1,572.5 0.0 159.73 367.66 527.3916.34 8.56 0.000 0.00 0.01 3.35 1.00 4 50.0 1.00 0.00 0.47 62.41 0.00 873.9 0.0 11.57 409.40 420.970.82 9.19 1.424 0.00 0.03 3.26 1.00 5 70.0 1.00 0.00 1.90 62.41 0.00 894.0 0.0 48.34 439.45 487.790.82 9.69 0.000 0.00 0.27 2.37 1.00 6 90.0 1.00 0.00 12.77 62.41 0.00 1,910.4 0.0 248.86 463.33 712.1921.17 10.11 0.000 0.00 0.26 2.42 1.00 7 110.0 1.00 0.00 11.55 62.41 0.00 1,644.0 0.0 239.93 483.32 723.2519.07 10.41 0.000 0.00 0.33 2.22 1.00 8 126.3 1.00 0.00 10.09 39.00 0.00 1,217.9 0.0 197.70 310.97 508.6715.96 10.58 5.700 0.00 0.42 2.02 1.00 9 136.3 1.00 0.00 9.91 23.40 0.00 1,098.6 0.0 179.98 182.41 362.396.51 10.66 1.938 0.00 0.41 2.05 1.0010141.3 1.00 0.00 3.14 7.80 0.00 377.6 0.0 58.32 62.78 121.111.85 10.70 2.492 0.00 0.43 2.01 1.0011143.8 1.00 0.00 3.44 7.80 0.00 427.2 0.0 62.95 61.14 124.091.46 10.75 0.000 0.00 0.26 2.40 1.0012147.5 1.00 0.00 2.96 15.60 0.00 513.7 0.0 64.91 128.53 193.444.89 10.87 0.000 0.00 0.27 2.37 1.0013155.0 1.00 0.00 6.15 31.20 0.00 1,041.8 0.0 134.77 259.75 394.5210.08 10.98 3.961 0.00 0.37 2.13 1.0014162.5 1.00 0.00 5.72 6.20 0.00 535.3 0.0 113.57 52.74 166.312.79 11.11 0.000 0.00 0.25 2.45 1.0015172.5 1.00 0.00 8.10 18.59 0.00 842.8 0.0 187.56 160.21 347.7713.49 11.26 2.118 0.00 0.26 2.40 1.0016183.8 1.00 0.00 5.16 9.30 0.00 510.0 0.0 118.60 81.18 199.785.08 11.39 0.000 0.00 0.19 2.62 1.0017193.8 1.00 0.00 5.17 15.49 0.00 641.5 0.0 131.07 136.82 267.898.84 11.58 0.000 0.00 0.20 2.61 1.0018210.0 1.00 0.00 8.39 23.33 0.00 1,011.1 0.0 215.57 212.31 427.8814.32 11.71 0.570 0.00 0.34 2.19 1.0019221.3 1.00 0.00 2.21 2.73 0.00 209.4 0.0 48.01 25.53 73.532.58 11.74 0.000 0.00 0.24 2.47 1.0020223.8 1.00 0.00 1.31 2.73 0.00 134.2 0.0 32.37 25.59 57.952.20 11.84 0.000 0.00 0.25 2.45 1.0021232.5 1.00 0.00 8.10 16.40 0.00 813.0 0.0 199.73 154.76 354.4913.49 12.02 0.000 0.00 0.25 2.44 1.0022250.0 1.00 0.00 11.00 17.93 0.00 1,024.9 0.0 273.90 172.93 446.8318.26 12.21 0.000 0.00 0.20 2.61 1.0023270.0 1.00 0.00 8.39 2.17 0.00 753.5 0.0 227.28 26.99 254.2814.32 12.32 0.570 0.00 0.34 2.19 1.0024281.3 1.00 0.00 2.21 0.27 0.00 168.0 0.0 50.49 3.40 53.902.58 12.34 0.000 0.00 0.24 2.47 1.0025283.8 1.00 0.00 1.31 0.27 0.00 92.8 0.0 34.03 3.41 37.442.20 12.42 0.000 0.00 0.25 2.45 1.0026292.5 1.00 0.00 8.10 1.63 0.00 564.6 0.0 209.62 20.59 230.2113.49 20,675.4 0.0 7,944.61 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 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 2.459 0.00 0.57 1.82 0.80 1 2.4 1.00 0.00 4.16 14.98 0.00 529.6 0.0 42.99 54.54 97.533.03 6.66 0.000 0.00 0.22 2.52 0.80 2 12.4 1.00 0.00 7.44 47.43 0.00 1,273.2 0.0 106.16 241.80 347.9512.57 7.69 0.000 0.00 0.22 2.53 0.80 3 30.0 1.00 0.00 9.66 62.41 0.00 1,572.5 0.0 159.73 367.66 527.3916.34 8.56 0.000 0.00 0.01 3.35 0.80 4 50.0 1.00 0.00 0.47 62.41 0.00 873.9 0.0 11.57 409.40 420.970.82 9.19 1.424 0.00 0.03 3.26 0.80 5 70.0 1.00 0.00 1.61 62.41 0.00 894.0 0.0 41.08 439.45 480.530.82 9.69 0.000 0.00 0.27 2.37 0.80 6 90.0 1.00 0.00 12.77 62.41 0.00 1,910.4 0.0 248.86 463.33 712.1921.17 10.11 0.000 0.00 0.26 2.42 0.80 7 110.0 1.00 0.00 11.55 62.41 0.00 1,644.0 0.0 239.93 483.32 723.2519.07 10.41 0.000 0.00 0.33 2.22 0.80 8 126.3 1.00 0.00 10.09 39.00 0.00 1,217.9 0.0 197.70 310.97 508.6715.96 10.58 5.700 0.00 0.42 2.02 0.80 9 136.3 1.00 0.00 8.77 23.40 0.00 1,098.6 0.0 159.27 182.41 341.686.51 10.66 1.938 0.00 0.41 2.05 0.8010141.3 1.00 0.00 2.76 7.80 0.00 377.6 0.0 51.13 62.78 113.921.85 10.70 2.492 0.00 0.43 2.01 0.8011143.8 1.00 0.00 2.94 7.80 0.00 427.2 0.0 53.82 61.14 114.961.46 10.75 0.000 0.00 0.26 2.40 0.8012147.5 1.00 0.00 2.96 15.60 0.00 513.7 0.0 64.91 128.53 193.444.89 10.87 0.000 0.00 0.27 2.37 0.8013155.0 1.00 0.00 6.15 31.20 0.00 1,041.8 0.0 134.77 259.75 394.5210.08 10.98 3.961 0.00 0.37 2.13 0.8014162.5 1.00 0.00 4.93 6.20 0.00 535.3 0.0 97.84 52.74 150.582.79 11.11 0.000 0.00 0.25 2.45 0.8015172.5 1.00 0.00 8.10 18.59 0.00 842.8 0.0 187.56 160.21 347.7713.49 11.26 2.118 0.00 0.26 2.40 0.8016183.8 1.00 0.00 4.74 9.30 0.00 510.0 0.0 108.87 81.18 190.055.08 11.39 0.000 0.00 0.19 2.62 0.8017193.8 1.00 0.00 5.17 15.49 0.00 641.5 0.0 131.07 136.82 267.898.84 11.58 0.000 0.00 0.20 2.61 0.8018210.0 1.00 0.00 8.39 23.33 0.00 1,011.1 0.0 215.57 212.31 427.8814.32 11.71 0.570 0.00 0.34 2.19 0.8019221.3 1.00 0.00 2.09 2.73 0.00 209.4 0.0 45.53 25.53 71.052.58 11.74 0.000 0.00 0.24 2.47 0.8020223.8 1.00 0.00 1.31 2.73 0.00 134.2 0.0 32.37 25.59 57.952.20 11.84 0.000 0.00 0.25 2.45 0.8021232.5 1.00 0.00 8.10 16.40 0.00 813.0 0.0 199.73 154.76 354.4913.49 12.02 0.000 0.00 0.25 2.44 0.8022250.0 1.00 0.00 11.00 17.93 0.00 1,024.9 0.0 273.90 172.93 446.8318.26 12.21 0.000 0.00 0.20 2.61 0.8023270.0 1.00 0.00 8.39 2.17 0.00 753.5 0.0 227.28 26.99 254.2814.32 12.32 0.570 0.00 0.34 2.19 0.8024281.3 1.00 0.00 2.09 0.27 0.00 168.0 0.0 47.89 3.40 51.292.58 12.34 0.000 0.00 0.24 2.47 0.8025283.8 1.00 0.00 1.31 0.27 0.00 92.8 0.0 34.03 3.41 37.442.20 12.42 0.000 0.00 0.25 2.45 0.8026292.5 1.00 0.00 8.10 1.63 0.00 564.6 0.0 209.62 20.59 230.2113.49 20,675.4 0.0 7,864.71 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 16IIStruct 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 2.459 0.00 0.57 1.82 0.85 1 2.4 1.00 0.00 4.29 14.98 0.00 529.6 0.0 44.25 54.54 98.803.03 6.66 0.000 0.00 0.22 2.52 0.85 2 12.4 1.00 0.00 7.44 47.43 0.00 1,273.2 0.0 106.16 241.80 347.9512.57 7.69 0.000 0.00 0.22 2.53 0.85 3 30.0 1.00 0.00 9.66 62.41 0.00 1,572.5 0.0 159.73 367.66 527.3916.34 8.56 0.000 0.00 0.01 3.35 0.85 4 50.0 1.00 0.00 0.47 62.41 0.00 873.9 0.0 11.57 409.40 420.970.82 9.19 1.424 0.00 0.03 3.26 0.85 5 70.0 1.00 0.00 1.68 62.41 0.00 894.0 0.0 42.89 439.45 482.340.82 9.69 0.000 0.00 0.27 2.37 0.85 6 90.0 1.00 0.00 12.77 62.41 0.00 1,910.4 0.0 248.86 463.33 712.1921.17 10.11 0.000 0.00 0.26 2.42 0.85 7 110.0 1.00 0.00 11.55 62.41 0.00 1,644.0 0.0 239.93 483.32 723.2519.07 10.41 0.000 0.00 0.33 2.22 0.85 8 126.3 1.00 0.00 10.09 39.00 0.00 1,217.9 0.0 197.70 310.97 508.6715.96 10.58 5.700 0.00 0.42 2.02 0.85 9 136.3 1.00 0.00 9.05 23.40 0.00 1,098.6 0.0 164.45 182.41 346.866.51 10.66 1.938 0.00 0.41 2.05 0.8510141.3 1.00 0.00 2.85 7.80 0.00 377.6 0.0 52.93 62.78 115.711.85 10.70 2.492 0.00 0.43 2.01 0.8511143.8 1.00 0.00 3.06 7.80 0.00 427.2 0.0 56.11 61.14 117.251.46 10.75 0.000 0.00 0.26 2.40 0.8512147.5 1.00 0.00 2.96 15.60 0.00 513.7 0.0 64.91 128.53 193.444.89 10.87 0.000 0.00 0.27 2.37 0.8513155.0 1.00 0.00 6.15 31.20 0.00 1,041.8 0.0 134.77 259.75 394.5210.08 10.98 3.961 0.00 0.37 2.13 0.8514162.5 1.00 0.00 5.13 6.20 0.00 535.3 0.0 101.78 52.74 154.512.79 11.11 0.000 0.00 0.25 2.45 0.8515172.5 1.00 0.00 8.10 18.59 0.00 842.8 0.0 187.56 160.21 347.7713.49 11.26 2.118 0.00 0.26 2.40 0.8516183.8 1.00 0.00 4.84 9.30 0.00 510.0 0.0 111.30 81.18 192.485.08 11.39 0.000 0.00 0.19 2.62 0.8517193.8 1.00 0.00 5.17 15.49 0.00 641.5 0.0 131.07 136.82 267.898.84 11.58 0.000 0.00 0.20 2.61 0.8518210.0 1.00 0.00 8.39 23.33 0.00 1,011.1 0.0 215.57 212.31 427.8814.32 11.71 0.570 0.00 0.34 2.19 0.8519221.3 1.00 0.00 2.12 2.73 0.00 209.4 0.0 46.15 25.53 71.672.58 11.74 0.000 0.00 0.24 2.47 0.8520223.8 1.00 0.00 1.31 2.73 0.00 134.2 0.0 32.37 25.59 57.952.20 11.84 0.000 0.00 0.25 2.45 0.8521232.5 1.00 0.00 8.10 16.40 0.00 813.0 0.0 199.73 154.76 354.4913.49 12.02 0.000 0.00 0.25 2.44 0.8522250.0 1.00 0.00 11.00 17.93 0.00 1,024.9 0.0 273.90 172.93 446.8318.26 12.21 0.000 0.00 0.20 2.61 0.8523270.0 1.00 0.00 8.39 2.17 0.00 753.5 0.0 227.28 26.99 254.2814.32 12.32 0.570 0.00 0.34 2.19 0.8524281.3 1.00 0.00 2.12 0.27 0.00 168.0 0.0 48.54 3.40 51.942.58 12.34 0.000 0.00 0.24 2.47 0.8525283.8 1.00 0.00 1.31 0.27 0.00 92.8 0.0 34.03 3.41 37.442.20 12.42 0.000 0.00 0.25 2.45 0.8526292.5 1.00 0.00 8.10 1.63 0.00 564.6 0.0 209.62 20.59 230.2113.49 20,675.4 0.0 7,884.69 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 Member Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Leg Use %ControlsX Y ZSect Top Elev LEG MEMBERS PX - 3" DIA PIPE -101.71 1.2D + 1.0W Normal Wind 1.30 100 100 100 13.66 134.06 75.9 Member X50.0014.8 PX - 3" DIA PIPE -109.25 1.2D + 1.0W 90° Wind 2.41 200 200 200 50.78 112.55 97.1 Member X50.00220 PX - 3" DIA PIPE -117.82 1.2D + 1.0W 90° Wind 2.41 200 200 200 50.71 112.60 104.6 Member X50.00340 PX - 3" DIA PIPE -114.89 1.2D + 1.0W 90° Wind 2.41 200 200 200 50.71 112.60 102.0 Member X50.00460 PSP - 3" SCHD 160 -123.01 1.2D + 1.0W Normal Wind 2.41 200 200 200 53.04 154.04 79.9 Member X50.00580 MOD - 3"PX+2x2x3/8L -125.81 1.2D + 1.0W Normal Wind 2.50 200 200 200 58.25 153.62 81.9 Member X50.006100 PX - 3" DIA PIPE -131.88 1.2D + 1.0W Normal Wind 2.41 100 100 100 25.36 129.66 101.7 Member X50.007120 MOD - 3"PX+2x2x3/8L -157.77 1.2D + 1.0W Normal Wind 2.48 100 100 100 28.86 185.24 85.2 Member X50.008132.5 MOD - 3"PX+2x2x3/8L -176.39 1.2D + 1.0W Normal Wind 2.50 100 100 100 29.13 185.03 95.3 Member X50.009140 PSP - 3" SCHD 160 -176.92 1.2D + 1.0W Normal Wind 2.39 100 100 100 26.27 179.92 98.3 Member X50.0010142.5 PSP - 3" SCHD 160 -184.89 1.2D + 1.0W Normal Wind 2.50 100 100 100 0.00 190.80 96.9 User Input 50.0011145 PSP - 3" SCHD 160 -164.85 1.2D + 1.0W Normal Wind 2.50 100 100 100 27.52 179.03 92.1 Member X50.0012150 PSP - 3" SCHD 160 -135.74 1.2D + 1.0W Normal Wind 2.35 100 100 100 0.00 190.84 71.1 User Input 50.0013160 PX - 2-1/2" DIA PIPE -81.31 1.2D + 1.0W Normal Wind 2.44 100 100 100 31.73 94.07 86.4 Member X50.0014165 PX - 2-1/2" DIA PIPE -67.52 1.2D + 1.0W Normal Wind 2.40 100 100 100 31.14 94.32 71.6 Member X50.0015180 PX - 2-1/2" DIA PIPE -68.50 1.2D + 1.0W 90° Wind 2.46 100 100 100 31.97 93.96 72.9 Member X50.0016187.5 PX - 2-1/2" DIA PIPE -76.23 1.2D + 1.0W 90° Wind 2.38 200 200 200 61.74 76.62 99.5 Member X50.0017200 PX - 2-1/2" DIA PIPE -77.63 1.2D + 1.0W 90° Wind 2.41 200 200 200 62.57 76.05 102.1 Member X50.0018220 PX - 2-1/2" DIA PIPE -58.69 1.2D + 1.0W Normal Wind 2.39 100 100 100 30.99 94.39 62.2 Member X50.0019222.5 PX - 2-1/2" DIA PIPE -32.21 1.2D + 1.0W 90° Wind 2.50 100 100 100 32.47 93.74 34.4 Member X50.0020225 PX - 2-1/2" DIA PIPE -47.02 1.2D + 1.0W 90° Wind 2.40 100 100 100 31.14 94.32 49.9 Member X50.0021240 PX - 2-1/2" DIA PIPE -76.42 1.2D + 1.0W 60° Wind 2.41 100 100 100 31.28 94.26 81.1 Member X50.0022260 PX - 2-1/2" DIA PIPE -69.83 1.2D + 1.0W 60° Wind 2.41 200 200 200 62.57 76.05 91.8 Member X50.0023280 PX - 2-1/2" DIA PIPE -35.02 1.2D + 1.0W 90° Wind 0.11 100 100 100 1.48 101.23 34.6 Member X50.0024282.5 PX - 2-1/2" DIA PIPE -6.16 1.2D + 1.0W Normal Wind 2.50 100 100 100 32.47 93.74 6.6 Member X50.0025285 PX - 2-1/2" DIA PIPE -4.56 1.2D + 1.0W Normal Wind 2.40 100 100 100 31.14 94.32 4.8 Member X50.0026300 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 4.8 SAE - 4X4X0.25 1.2D + 1.0W 90° Wind 0.85 100 100 100 9.03 69.10 0 0 1.0 Member Z-0.72 36.00 2 20 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W Normal Wind 3.42 100 100 100 9.72 1 1 7.2 User Input -0.70 42.00 3 40 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 3.42 100 100 100 6.49 1 1 6.8 User Input -0.44 42.00 4 60 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 3.42 100 100 100 6.49 1 1 12.1 User Input -0.79 42.00 5 80 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 3.42 100 100 100 9.72 1 1 17.9 User Input -1.74 42.00 6 100 0.00 0 0 7 120 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 10.4 User Input -0.67 42.00 8 132. 5 0.00 0 0 9 140 0.00 0 0 10 142. 5 PSP - ROHN 1 1/2X11GA 0.9D + 1.0W Normal Wind 3.42 100 100 100 9.72 1 1 13.3 User Input -1.29 42.00 11 145 DAE - 2X2X0.25 0.9D + 1.0W Normal Wind 3.42 100 100 50 67.33 58.03 4 2 44.16 55.68 2.4 Bolt Shear -1.05 36.00 12 150 0.00 0 0 13 160 PSP - ROHN 1 1/2X11GA 0.9D + 1.0W 60° Wind 3.42 100 100 100 9.72 1 1 6.4 User Input -0.62 42.00 14 165 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W Normal Wind 3.42 100 100 100 6.49 1 1 0.9 User Input -0.06 42.00 15 180 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 4.2 User Input -0.27 42.00 16 187. 5 SAE - 2X2X0.25 1.2D + 1.0W 90° Wind 3.42 100 100 100 104.87 22.14 1 1 11.04 13.92 13.2 Bolt Shear -1.46 36.00 17 200 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 3.42 100 100 100 6.49 1 1 9.3 User Input -0.60 42.00 18 220 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 31.0 User Input -2.01 42.00 19 222. 5 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 3.0 User Input -0.19 42.00 20 225 0.00 0 0 21 240 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 9.8 User Input -0.64 42.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Compression Summary Page: 18IIStruct 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 22 260 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 2.1 User Input -0.14 42.00 23 280 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 3.42 100 100 100 9.38 1 1 27.4 User Input -2.57 42.00 24 282. 5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 7.6 User Input -0.49 42.00 25 285 0.00 0 0 26 300 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 60° Wind 3.42 100 100 100 6.49 1 1 1.2 User Input -0.08 42.00 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 4.8 0.00 0.00 0 0 2 20 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 4.18 100 100 100 9.72 1 1 45.9 User Input -4.46 42.00 3 40 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 60° Wind 4.18 100 100 100 6.49 1 1 37.8 User Input -2.45 42.00 4 60 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 4.18 100 100 100 6.49 1 1 69.9 User Input -4.53 42.00 5 80 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 4.18 100 100 100 9.72 1 1 71.9 User Input -6.99 42.00 6 100 PSP - ROHN 1 1/2X11GA 0.9D + 1.0W 90° Wind 4.23 100 100 100 9.72 1 1 25.9 User Input -2.52 42.00 7 120 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 4.18 100 100 100 6.49 1 1 63.2 User Input -4.10 42.00 8 132. 5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.22 100 100 100 6.49 1 1 51.1 User Input -3.31 42.00 9 140 SAU - 3X2X0.375 0.9D + 1.0W 90° Wind 4.23 50 50 50 74.31 51.47 0 0 7.7 Member Z-3.94 36.00 10 142. 5 SAU - 3X2X0.375 1.2D + 1.0W Normal Wind 4.17 50 50 50 73.61 51.67 0 0 28.7 Member Z-14.8 2 36.00 11 145 SAU - 3X2X0.375 1.2D + 1.0W 60° Wind 4.23 50 50 50 74.31 51.47 0 0 1.0 Member Z-0.51 36.00 12 150 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 4.23 100 100 100 9.72 1 1 81.5 User Input -7.92 42.00 13 160 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 4.14 100 100 100 9.72 1 1 78.8 User Input -7.66 42.00 14 165 SAU - 3X2X0.375 1.2D + 1.0W 90° Wind 4.20 50 50 50 73.96 51.57 1 1 11.04 20.8 8 44.4 Bolt Shear -4.91 36.00 15 180 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.17 100 100 100 6.49 1 1 51.8 User Input -3.36 42.00 16 187. 5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 4.21 100 100 100 6.49 1 1 77.8 User Input -5.05 42.00 17 200 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 4.16 100 100 100 6.49 1 1 48.9 User Input -3.18 42.00 18 220 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.18 100 100 100 6.49 1 1 84.6 User Input -5.49 42.00 19 222. 5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.17 100 100 100 6.49 1 1 70.4 User Input -4.57 42.00 20 225 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.23 100 100 100 6.49 1 1 57.6 User Input -3.74 42.00 21 240 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.17 100 100 100 6.49 1 1 56.0 User Input -3.63 42.00 22 260 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.18 100 100 100 6.49 1 1 47.0 User Input -3.05 42.00 23 280 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W Normal Wind 4.18 100 100 100 9.38 1 1 64.2 User Input -6.02 42.00 24 282. 5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.17 100 100 100 6.49 1 1 63.4 User Input -4.12 42.00 25 285 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 4.23 100 100 100 6.49 1 1 9.9 User Input -0.64 42.00 26 300 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 4.17 100 100 100 6.49 1 1 11.0 User Input -0.72 42.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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) Leg Use %Controls Top ElevSect LEG MEMBERS 1 4.8 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 8 132.5 MOD - 3"PX+2x2x3/8L 3.16 0.9D + 1.0W 60° Wind 50 1.6 Member196.88 9 140 MOD - 3"PX+2x2x3/8L 23.57 0.9D + 1.0W 60° Wind 50 12.0 Member196.88 10 142.5 PSP - 3" SCHD 160 39.55 0.9D + 1.0W 60° Wind 50 20.9 Member189.22 11 145 PSP - 3" SCHD 160 64.53 0.9D + 1.0W 60° Wind 50 34.1 Member189.22 12 150 PSP - 3" SCHD 160 56.80 0.9D + 1.0W 60° Wind 50 30.0 Member189.22 13 160 PSP - 3" SCHD 160 29.72 0.9D + 1.0W 60° Wind 50 15.7 Member189.22 14 165 0 0.00 15 180 0 0.00 16 187.5 0 0.00 17 200 0 0.00 18 220 0 0.00 19 222.5 0 0.00 20 225 0 0.00 21 240 PX - 2-1/2" DIA PIPE 18.91 0.9D + 1.0W Normal Wind 50 18.7 Member101.25 22 260 PX - 2-1/2" DIA PIPE 44.99 1.2D + 1.0W Normal Wind 50 44.4 Member101.25 23 280 PX - 2-1/2" DIA PIPE 42.30 1.2D + 1.0W Normal Wind 50 41.8 Member101.25 24 282.5 0 0.00 25 285 PX - 2-1/2" DIA PIPE 5.41 0.9D + 1.0W 60° Wind 50 5.3 Member101.25 26 300 PX - 2-1/2" DIA PIPE 4.30 0.9D + 1.0W 60° Wind 50 4.2 Member101.25 Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %Controls Top ElevSect HORIZONTAL MEMBERS B.S. Cap (kips) 1 4.8 SAE - 4X4X0.25 1.2D + 1.0W Normal Wind 36 0 0 27.0 Member62.8616.95 2 20 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W Normal Wind 42 1 1 48.2 User Input9.724.69 3 40 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 13.4 User Input5.470.73 4 60 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 23.8 User Input5.471.30 5 80 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W Normal Wind 42 1 1 30.1 User Input9.722.93 6 100 PSP - ROHN 1 1/2X11GA 42 0 00.00 7 120 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 22.2 User Input5.471.22 8 132.5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 60° Wind 42 1 1 16.0 User Input5.470.88 9 140 PSP - ROHN 1 1/2X16GA 42 0 00.00 10 142.5 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 60° Wind 42 1 1 5.5 User Input9.720.53 11 145 DAE - 2X2X0.25 1.2D + 1.0W 90° Wind 36 4 2 44.16 108.75 37.2 Bolt Shear51.1416.41 56.55 12 150 - 42 0 00.00 13 160 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W Normal Wind 42 1 1 18.2 User Input9.721.77 14 165 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 21.4 User Input5.471.17 15 180 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 23.7 User Input5.471.29 16 187.5 SAE - 2X2X0.25 1.2D + 1.0W Normal Wind 36 1 1 11.04 10.01 20.8 Bolt Bear25.572.08 11.02 17 200 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 11.1 User Input5.470.61 18 220 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 40.6 User Input5.472.22 19 222.5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 29.0 User Input5.471.59 20 225 DAE - 2X2X0.25 42 0 00.00 21 240 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 19.0 User Input5.471.04 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Tension Summary Page: 20IIStruct 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) 22 260 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 60° Wind 42 1 1 8.9 User Input5.470.49 23 280 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W Normal Wind 42 1 1 36.1 User Input7.922.86 24 282.5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 20.6 User Input5.471.12 25 285 DAE - 2X2X0.25 36 0 00.00 26 300 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 1.5 User Input5.470.08 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 4.8 - 36 0 00.000.00 2 20 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 42 1 1 45.2 User Input9.724.40 3 40 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 36.7 User Input5.472.01 4 60 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 78.2 User Input5.474.28 5 80 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 42 1 1 70.2 User Input9.726.82 6 100 PSP - ROHN 1 1/2X11GA 0.9D + 1.0W 90° Wind 42 1 1 26.8 User Input9.722.60 7 120 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 52.0 User Input5.472.85 8 132.5 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 54.2 User Input5.472.97 9 140 SAU - 3X2X0.375 0.9D + 1.0W 90° Wind 36 0 0 7.1 Member56.053.97 10 142.5 SAU - 3X2X0.375 0.9D + 1.0W 60° Wind 36 0 0 4.8 Member56.052.67 11 145 SAU - 3X2X0.375 0.9D + 1.0W Normal Wind 36 0 0 19.0 Member56.0510.66 12 150 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 42 1 1 78.9 User Input9.727.67 13 160 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 42 1 1 72.8 User Input9.727.08 14 165 SAU - 3X2X0.375 1.2D + 1.0W 90° Wind 36 1 1 11.04 15.01 32.6 Bolt Shear48.793.60 20.61 15 180 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 56.2 User Input5.473.07 16 187.5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 74.1 User Input5.474.05 17 200 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W Normal Wind 42 1 1 46.3 User Input5.472.54 18 220 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 104.9 User Input5.475.74 19 222.5 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 46.5 User Input5.472.55 20 225 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 68.1 User Input5.473.73 21 240 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 66.2 User Input5.473.62 22 260 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 49.2 User Input5.472.69 23 280 PSP - ROHN 1 1/2X11GA 1.2D + 1.0W 90° Wind 42 1 1 82.0 User Input7.926.49 24 282.5 PSP - ROHN 1 1/2X16GA 1.2D + 1.0W 90° Wind 42 1 1 58.9 User Input5.473.22 25 285 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 16.0 User Input5.470.88 26 300 PSP - ROHN 1 1/2X16GA 0.9D + 1.0W 90° Wind 42 1 1 10.8 User Input5.470.59 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Section Forces Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code: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 1.20 1.00 Load Case: 1.2D + 1.0Ev + 1.0Eh Seismic Load Factor R 3.0000Seismic Importance Factor S1 SsSds Sd1 W1 0.052 30.044 80.000 0 0.0490 0.0280 1.00 Fv Fa 1.6000 2.4000 Vs 1.0795 Kg Ke 1.0454 0.0081 T 0.5909 TL 8.0000 Cs 0.0300 f1 1.6925 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 2.40 1 0.21529.64 5.54 12.40 2 2.951273.1 8 13.32 30.00 3 9.261572.5 2 16.45 50.00 4 8.55873.93 9.14 70.00 5 12.45894.02 9.35 90.00 6 39.302088.4 6 21.84 110.00 7 37.741643.9 9 17.19 126.25 8 31.861217.9 2 12.74 136.25 9 30.971098.6 0 11.49 141.2510 30.041028.9 9 10.76 143.7511 12.20427.18 4.47 147.5012 15.20513.72 5.37 155.0013 131.633853.8 0 40.31 162.5014 17.56535.26 5.60 172.5015 30.05842.84 8.81 183.7516 18.99510.04 5.33 193.7517 25.50641.53 6.71 210.0018 145.673134.1 7 32.78 221.2519 37.47811.73 8.49 223.7520 5.77134.15 1.40 232.5021 39.53812.98 8.50 250.0022 261.014599.0 6 48.10 270.0023 42.69753.49 7.88 281.2524 53.54898.39 9.40 283.7525 5.0392.75 0.97 292.5026 34.33564.58 5.90 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Section Forces Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Page: 22IIStruct 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 0.052 30.044 80.000 0 0.0490 0.0280 1.00 Fv Fa 1.6000 2.4000 Vs 1.0795 Kg Ke 1.0454 0.0081 T 0.5909 TL 8.0000 Cs 0.0300 f1 1.6925 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 2.40 1 0.21529.64 5.54 12.40 2 2.951273.1 8 13.32 30.00 3 9.261572.5 2 16.45 50.00 4 8.55873.93 9.14 70.00 5 12.45894.02 9.35 90.00 6 39.302088.4 6 21.84 110.00 7 37.741643.9 9 17.19 126.25 8 31.861217.9 2 12.74 136.25 9 30.971098.6 0 11.49 141.2510 30.041028.9 9 10.76 143.7511 12.20427.18 4.47 147.5012 15.20513.72 5.37 155.0013 131.633853.8 0 40.31 162.5014 17.56535.26 5.60 172.5015 30.05842.84 8.81 183.7516 18.99510.04 5.33 193.7517 25.50641.53 6.71 210.0018 145.673134.1 7 32.78 221.2519 37.47811.73 8.49 223.7520 5.77134.15 1.40 232.5021 39.53812.98 8.50 250.0022 261.014599.0 6 48.10 270.0023 42.69753.49 7.88 281.2524 53.54898.39 9.40 283.7525 5.0392.75 0.97 292.5026 34.33564.58 5.90 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Support Forces Summary Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021 Page: 23 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 0.00 266.271.2D + 1.0W Normal Wind -2.29 A1 0.00 -7.10 2.20 A1b 66.94 -109.71 -42.87 A1a -66.94 -109.71 -42.87 1 -3.63 197.421.2D + 1.0W 60° Wind -2.10 A1 -2.43 -18.90 11.63 A1b 8.86 -18.90 -7.92 A1a -76.69 -120.61 -44.27 1 -3.03 243.141.2D + 1.0W 90° Wind -0.74 A1 -3.57 -68.02 48.01 A1b 2.69 -8.96 -2.96 A1a -81.52 -126.77 -44.33 1 0.00 257.290.9D + 1.0W Normal Wind -2.40 A1 0.00 -7.13 2.22 A1b 66.88 -109.58 -42.83 A1a -66.88 -109.58 -42.83 1 -3.68 188.870.9D + 1.0W 60° Wind -2.13 A1 -2.43 -19.00 11.69 A1b 8.91 -19.00 -7.95 A1a -76.69 -120.61 -44.28 1 -3.12 234.240.9D + 1.0W 90° Wind -0.71 A1 -3.57 -67.94 47.98 A1b 2.71 -9.01 -2.98 A1a -81.46 -126.66 -44.31 1 0.00 114.741.2D + 1.0Ev + 1.0Eh 0.00 A1 0.00 -23.18 18.35 A1b 16.71 -24.67 -9.65 A1a -16.71 -24.67 -9.65 1 0.00 106.540.9D + 1.0Ev + 1.0Eh 0.00 A1 0.00 -23.58 18.61 A1b 16.95 -25.07 -9.79 A1a -16.95 -25.07 -9.79 1 0.00 96.701.0D + 1.0W Normal Wind -0.74 A1 0.00 -11.47 8.86 A1b 16.86 -25.86 -10.13 A1a -16.86 -25.86 -10.13 1 -0.63 97.621.0D + 1.0W 60° Wind -0.36 A1 -0.33 -16.62 12.61 A1b 10.75 -16.62 -6.59 A1a -20.26 -30.97 -11.70 1 -0.73 97.211.0D + 1.0W 90° Wind 0.00 A1 -0.40 -21.25 16.14 A1b 8.50 -12.97 -5.11 A1a -19.46 -29.52 -11.03 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Max Reactions (kips) Vertical Horizontal Base Anchor 1 266.27 4.25 126.77 92.79 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Cable Forces Summary Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021 Page: 25 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 80.00 5/8 EHS A1 43 25.44 0.18 1 A1b 43a 25.44 15.32 60 A1a 43b 25.44 15.32 60 142.50 3/4 EHS A1 T2 34.98 1.04 3 A1a T2b 34.98 24.45 70 A1b T2a 34.98 25.19 72 A1b T2 34.98 24.44 70 A1a T2a 34.98 25.19 72 A1 T2b 34.98 1.04 3 222.50 7/8 EHS A1 112 47.82 2.46 5 A1b 112a 47.82 40.77 85 A1a 112b 47.82 40.77 85 282.50 A1 142 47.82 3.98 8 A1b 142a 47.82 33.09 69 A1a 142b 47.82 33.10 69 1.2D + 1.0W 60° Wind 80.00 5/8 EHS A1 43 25.44 2.27 9 A1b 43a 25.44 2.27 9 A1a 43b 25.44 18.04 71 142.50 3/4 EHS A1 T2 34.98 3.87 11 A1a T2b 34.98 26.74 76 A1b T2a 34.98 3.74 11 A1b T2 34.98 3.87 11 A1a T2a 34.98 26.73 76 A1 T2b 34.98 3.74 11 222.50 7/8 EHS A1 112 47.82 5.84 12 A1b 112a 47.82 5.84 12 A1a 112b 47.82 45.95 96 282.50 A1 142 47.82 8.23 17 A1b 142a 47.82 8.22 17 A1a 142b 47.82 35.70 75 1.2D + 1.0W 90° Wind 80.00 5/8 EHS A1 43 25.44 9.02 35 A1b 43a 25.44 0.65 3 A1a 43b 25.44 18.50 73 142.50 3/4 EHS A1 T2 34.98 15.32 44 A1a T2b 34.98 28.76 82 A1b T2a 34.98 1.46 4 A1b T2 34.98 1.53 4 A1a T2a 34.98 28.10 80 A1 T2b 34.98 15.73 45 222.50 7/8 EHS A1 112 47.82 23.68 50 A1b 112a 47.82 2.96 6 A1a 112b 47.82 47.96 100 282.50 A1 142 47.82 22.14 46 A1b 142a 47.82 4.58 10 A1a 142b 47.82 37.45 78 0.9D + 1.0W Normal Wind 80.00 5/8 EHS A1 43 25.44 0.18 1 A1b 43a 25.44 15.35 60 A1a 43b 25.44 15.34 60 142.50 3/4 EHS A1 T2 34.98 1.04 3 A1a T2b 34.98 24.45 70 A1b T2a 34.98 25.17 72 A1b T2 34.98 24.45 70 A1a T2a 34.98 25.16 72 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 0.9D + 1.0W Normal Wind 142.50 3/4 EHS A1 T2b 34.98 1.04 3 222.50 7/8 EHS A1 112 47.82 2.47 5 A1b 112a 47.82 40.67 85 A1a 112b 47.82 40.67 85 282.50 A1 142 47.82 4.00 8 A1b 142a 47.82 33.04 69 A1a 142b 47.82 33.05 69 0.9D + 1.0W 60° Wind 80.00 5/8 EHS A1 43 25.44 2.28 9 A1b 43a 25.44 2.28 9 A1a 43b 25.44 18.04 71 142.50 3/4 EHS A1 T2 34.98 3.89 11 A1a T2b 34.98 26.76 76 A1b T2a 34.98 3.76 11 A1b T2 34.98 3.89 11 A1a T2a 34.98 26.75 76 A1 T2b 34.98 3.76 11 222.50 7/8 EHS A1 112 47.82 5.87 12 A1b 112a 47.82 5.87 12 A1a 112b 47.82 45.92 96 282.50 A1 142 47.82 8.27 17 A1b 142a 47.82 8.26 17 A1a 142b 47.82 35.71 75 0.9D + 1.0W 90° Wind 80.00 5/8 EHS A1 43 25.44 9.05 36 A1b 43a 25.44 0.65 3 A1a 43b 25.44 18.51 73 142.50 3/4 EHS A1 T2 34.98 15.33 44 A1a T2b 34.98 28.75 82 A1b T2a 34.98 1.46 4 A1b T2 34.98 1.54 4 A1a T2a 34.98 28.11 80 A1 T2b 34.98 15.71 45 222.50 7/8 EHS A1 112 47.82 23.62 49 A1b 112a 47.82 2.97 6 A1a 112b 47.82 47.86 100 282.50 A1 142 47.82 22.11 46 A1b 142a 47.82 4.61 10 A1a 142b 47.82 37.41 78 1.2D + 1.0Ev + 1.0Eh 80.00 5/8 EHS A1 43 25.44 5.17 20 A1b 43a 25.44 5.24 21 A1a 43b 25.44 5.24 21 142.50 3/4 EHS A1 T2 34.98 6.56 19 A1a T2b 34.98 6.85 20 A1b T2a 34.98 6.86 20 A1b T2 34.98 6.85 20 A1a T2a 34.98 6.85 20 A1 T2b 34.98 6.55 19 222.50 7/8 EHS A1 112 47.82 6.50 14 A1b 112a 47.82 7.18 15 A1a 112b 47.82 7.18 15 282.50 A1 142 47.82 6.52 14 A1b 142a 47.82 6.96 15 A1a 142b 47.82 6.96 15 0.9D + 1.0Ev + 1.0Eh 80.00 5/8 EHS A1 43 25.44 5.22 21 A1b 43a 25.44 5.28 21 A1a 43b 25.44 5.28 21 142.50 3/4 EHS A1 T2 34.98 6.64 19 A1a T2b 34.98 6.94 20 A1b T2a 34.98 6.94 20 A1b T2 34.98 6.93 20 A1a T2a 34.98 6.94 20 A1 T2b 34.98 6.64 19 222.50 7/8 EHS A1 112 47.82 6.64 14 A1b 112a 47.82 7.33 15 A1a 112b 47.82 7.33 15 282.50 A1 142 47.82 6.65 14 A1b 142a 47.82 7.10 15 A1a 142b 47.82 7.10 15 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. 1.0D + 1.0W Normal Wind 80.00 5/8 EHS A1 43 25.44 2.27 9 A1b 43a 25.44 4.59 18 A1a 43b 25.44 4.59 18 142.50 3/4 EHS A1 T2 34.98 3.57 10 A1a T2b 34.98 6.86 20 A1b T2a 34.98 6.77 19 A1b T2 34.98 6.86 20 A1a T2a 34.98 6.76 19 A1 T2b 34.98 3.57 10 222.50 7/8 EHS A1 112 47.82 2.49 5 A1b 112a 47.82 8.16 17 A1a 112b 47.82 8.16 17 282.50 A1 142 47.82 4.08 9 A1b 142a 47.82 7.87 16 A1a 142b 47.82 7.87 16 1.0D + 1.0W 60° Wind 80.00 5/8 EHS A1 43 25.44 3.04 12 A1b 43a 25.44 3.04 12 A1a 43b 25.44 5.32 21 142.50 3/4 EHS A1 T2 34.98 4.70 13 A1a T2b 34.98 7.91 23 A1b T2a 34.98 4.61 13 A1b T2 34.98 4.70 13 A1a T2a 34.98 7.90 23 A1 T2b 34.98 4.61 13 222.50 7/8 EHS A1 112 47.82 4.63 10 A1b 112a 47.82 4.63 10 A1a 112b 47.82 10.23 21 282.50 A1 142 47.82 5.46 11 A1b 142a 47.82 5.45 11 A1a 142b 47.82 9.29 19 1.0D + 1.0W 90° Wind 80.00 5/8 EHS A1 43 25.44 3.81 15 A1b 43a 25.44 2.48 10 A1a 43b 25.44 5.13 20 142.50 3/4 EHS A1 T2 34.98 5.79 17 A1a T2b 34.98 7.59 22 A1b T2a 34.98 3.84 11 A1b T2 34.98 3.88 11 A1a T2a 34.98 7.63 22 A1 T2b 34.98 5.67 16 222.50 7/8 EHS A1 112 47.82 6.40 13 A1b 112a 47.82 3.17 7 A1a 112b 47.82 9.64 20 282.50 A1 142 47.82 6.68 14 A1b 142a 47.82 4.46 9 A1a 142b 47.82 8.87 19 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Analysis Summary Structure:FL10049-A-SBA Site Name:Midway Road Height:300.00 (ft) 10/21/2021 Page: 28 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: 266.27 (Vertical)4.25 (Horizontal) 126.77 (Vertical)92.79 (Horizontal) Max Usages Max Leg: 104.6% (1.2D + 1.0W 90° Wind - Sect 3) Max Diag: 104.9% (1.2D + 1.0W 90° Wind - Sect 18) Max Horiz: 48.2% (1.2D + 1.0W Normal Wind - Sect 2) Max Cable: 100.3% (1.2D + 1.0W 90° Wind) - Elev: 223 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 160.00 0.0121 0.0008 0.0200 209.75 0.0240 -0.0012 0.0085 256.98 0.0283 -0.0010 0.0030 0.9D + 1.0W 160 mph Wind at 60° From Face 160.00 1.1370 0.0055 1.1698 209.75 1.9746 -0.0085 0.6005 256.98 2.3769 -0.0087 0.1799 0.9D + 1.0W 160 mph Wind at 90° From Face 160.00 1.8368 -0.0149 1.6333 209.75 3.0818 0.0115 1.0488 256.98 3.7594 0.0281 0.4239 0.9D + 1.0W 160 mph Wind at Normal To Face 160.00 2.1316 0.0091 1.8624 209.75 3.5594 -0.0064 1.2147 256.98 4.3349 -0.0074 0.4907 1.0D + 1.0W 60 mph Wind at 60° From Face 160.00 0.1113 0.0004 0.1247 209.75 0.1919 -0.0028 0.0413 256.98 0.2159 -0.0033 0.0137 1.0D + 1.0W 60 mph Wind at 90° From Face 160.00 0.1071 0.0055 0.1233 209.75 0.1804 0.0089 0.0328 256.98 0.1971 0.0106 0.0251 1.0D + 1.0W 60 mph Wind at Normal To Face 160.00 0.1021 0.0006 0.1170 209.75 0.1649 -0.0025 0.0189 256.98 0.1716 -0.0028 0.0324 1.2D + 1.0Ev + 1.0Eh - Normal To Face 160.00 0.0122 0.0009 0.0203 209.75 0.0242 -0.0014 0.0086 256.98 0.0284 -0.0012 0.0030 1.2D + 1.0W 160 mph Wind at 60° From Face 160.00 1.1417 0.0056 1.1764 209.75 1.9842 -0.0088 0.6037 256.98 2.3880 -0.0089 0.1805 1.2D + 1.0W 160 mph Wind at 90° From Face 160.00 1.8490 -0.0153 1.6482 209.75 3.1054 0.0107 1.0586 256.98 3.7884 0.0272 0.4278 1.2D + 1.0W 160 mph Wind at Normal To Face 160.00 2.1450 0.0093 1.8799 209.75 3.5861 -0.0067 1.2257 256.98 4.3674 -0.0077 0.4941 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.