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Home My WebLink AboutSTAMPED PDF. DISH WIRELESS L.L.C. @ 302893 TPK Ft. Pierce, FL (13718938_C3_02). Structural Analysis (101%)(1)Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com This report was prepared for American Tower Corporation by Structural Analysis Report Structure :220 ft Self Support Tower ATC Site Name :TPK Ft. Pierce,FL ATC Site Number :302893 Engineering Number :13718938_C3_02 Proposed Carrier :DISH WIRELESS L.L.C. Carrier Site Name :MIMIA00619A Carrier Site Number :MIMIA00619A Site Location :Turnpike and Exit 152 Fort Pierce, FL 34945-2718 27.408100, -80.398600 County :St. Lucie Date :August 30, 2021 Max Usage :101% Result :Pass Prepared By: Temitope Olaniyan CLS Reviewed By: Eng. Number 13718938_C3_02 August 30, 2021 Page. 2 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Table of Contents Introduction...................................................................................................................................3 Supporting Documents..................................................................................................................3 Analysis..........................................................................................................................................3 Conclusion .....................................................................................................................................3 Existing and Reserved Equipment..................................................................................................4 Equipment to be Removed............................................................................................................4 Proposed Equipment.....................................................................................................................5 Structure Usages............................................................................................................................6 Foundations...................................................................................................................................6 Deflection, Twist and Sway*..........................................................................................................6 Standard Conditions ......................................................................................................................7 Calculations …………………………………………………………..Attached Eng. Number 13718938_C3_02 August 30, 2021 Page. 3 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 220 ft Self Support tower to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Pirod Drawing #201466-B, dated August 28, 1996 Foundation Drawing Pate Engineering Job #96-2071, dated August 7, 1996 Geotechnical Report Pate Engineering Project #96T-0135B, dated June 19, 1996 Modifications SpectraSite Job #FL-0284, dated September 19, 2003 ATC Project #51263833, dated December 19, 2012 ATC Project #57728737, dated July 28, 2014 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:157 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 0.05, S1 = 0.03 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Eng. Number 13718938_C3_02 August 30, 2021 Page. 4 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Existing and Reserved Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 228.0 2 Generic 20' Omni Leg (2) 1 1/4" Coax 221.0 1 Generic 12' Omni Leg (1) 1 1/4" Coax 215.0 1 RFS PA8-65AC w/ Radome Leg (1) EU 63 207.0 1 RFS PA8-65AC w/ Radome Leg 206.0 1 Generic 20' Omni Side Arm (1) EU 63 (1) 1 1/4" Coax 196.0 1 Generic 6' Dish w/ Radome Leg (1) EW63 185.0 1 RFS PA8-65AC w/ Radome Leg 183.0 1 Generic 20' Omni Side Arm (1) EU 63 (1) 1 1/4" Coax 177.0 1 RFS PA8-65AC w/ Radome Leg (1) EU 63 FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) 1 Kathrein Scala 80010965 1 Ericsson RRUS 32 (50.8 lbs) 1 Raycap DC6-48-60-18-8C 1 Ericsson RRUS 4449 B5, B12 1 Ericsson RRUS 8843 B2, B66A 165.0 2 KMW ET-X-UW-68-14-65-18-iR-AT Sector Frame (2) 0.39" (10mm) Fiber Trunk (2) 0.88" (22.4mm) 8 AWG 6 (4) 1 5/8" Coax AT&T MOBILITY 156.0 2 Decibel DB225-F Side Arm (1) 1/2" Coax (1) 1 1/4" Coax 139.0 2 Decibel DB225-F Side Arm (2) 7/8" Coax FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) 1 Raycap DC6-48-60-18-8F 2 Ericsson RRUS 32 (50.8 lbs) 1 Raycap DC6-48-60-18-8C 6 Commscope SBNHH-1D85A 2 Ericsson RRUS 8843 B2, B66A 120.0 2 Ericsson RRUS 4449 B5, B12 Sector Frame (2) 0.39" (10mm) Fiber Trunk (4) 0.88" (22.4mm) 8 AWG 6 (8) 1 5/8" Coax AT&T MOBILITY 6 JMA Wireless MX10FIT665-xx 3 Ericsson AIR 6449 B77D/ C-Band 3 Ericsson Radio 4449 - B13&B5 3 Ericsson 8843 Rev 2 100.0 2 Raycap RCMDC-6627-PF-48 Sector Frame (10) 1 5/8" Coax (2) 1 5/8" Hybriflex VERIZON WIRELESS Equipment to be Removed Elev.1 (ft)Qty Equipment Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Eng. Number 13718938_C3_02 August 30, 2021 Page. 5 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Proposed Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 1 Raycap RDIDC-9181-PF-48 3 Fujitsu TA08025-B604 3 Fujitsu TA08025-B605130.0 3 JMA Wireless MX08FRO665-21 Sector Frame (1) 1.75" (44.5mm) Hybrid DISH WIRELESS L.L.C. 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines on the tower face with the least amount of existing lines. Eng. Number 13718938_C3_02 August 30, 2021 Page. 6 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Structure Usage Structural Component Controlling Usage Pass/Fail Legs 97%Pass Diagonals 101%Pass Horizontals 20%Pass Anchor Bolts 60%Pass Leg Bolts 92%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Uplift (Kips)395.7 534.2 496.2 93% Download (kips)424.9 573.6 566.0 99% Shear (Kips)81.8 110.4 105.4 95% * The design reactions are factored by 1.35 per ANSI/TIA-222-H, Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Twist (°) Sway (Rotation) (°) RFS DA8-W57AC215.0 RFS PA8-65AC w/ Radome 0.452 0.011 0.236 RFS DA8-W57AC207.0 RFS PA8-65AC w/ Radome 0.431 0.011 0.239 196.0 Generic 6' Dish w/ Radome 0.390 0.011 0.232 RFS DA8-W57AC185.0 RFS PA8-65AC w/ Radome 0.312 0.011 0.218 RFS DA8-W57AC177.0 RFS PA8-65AC w/ Radome FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) 0.312 0.011 0.218 Generic Dish Reserve ATC Reserved 0.155 0.007 0.140 Fujitsu TA08025-B604 Fujitsu TA08025-B605 JMA Wireless MX08FRO665-21 130.0 Raycap RDIDC-9181-PF-48 DISH WIRELESS L.L.C.0.155 0.007 0.140 Ericsson 8843 Rev 2 Ericsson AIR 6449 B77D/ C-Band Ericsson Radio 4449 - B13&B5 JMA Wireless MX10FIT665-xx 100.0 Raycap RCMDC-6627-PF-48 VERIZON WIRELESS 0.091 0.006 0.105 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Eng. Number 13718938_C3_02 August 30, 2021 Page. 7 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. JOB INFORMATION Asset:302893, TPK Ft. Pierce Height :220 ft Client DISH WIRELESS L.L.C.Base Width :26 ft Code: ANSI/TIA-222-H Shape :Triangle SITE PARAMETERS Nominal Wind :157 mph wind with no ice Exposure :C Site Class :D Ice Wind:30 mph wind with 0" radial Topo Method: Method 1 Risk Cat : II Service Wind :60 mph Serviceability Topo Feature : Ss :0.050 S1 :0.028 SECTION PROPERTIES Section Leg Members Diagonal Members Horizontal Members 1 12B 50 ksi 12"BD 2.25 SAE 36 ksi 5X5X0.375 2 12B 50 ksi 12"BD 2.25 SAE 36 ksi 4X4X0.375 3 - 4 12B 50 ksi 12"BD 2"SAE 36 ksi 4X4X0.375 5 12B 50 ksi 12"BD 1.75 SAE 36 ksi 3.5X3.5X0.3125 6 12B 50 ksi 12"BD 1.75 SAE 36 ksi 3X3X0.3125 7 12B 50 ksi 12"BD 1.5"SAE 36 ksi 3X3X0.3125 8 - 9 12B 50 ksi 12"BD 1.25 SAE 36 ksi 3X3X0.1875 10 12B 50 ksi 12"BD 1.25 SAE 36 ksi 2.5X2.5X0.1875 SAE 36 ksi 2.5X2.5X0.1875 11 12B 50 ksi 12"BD 1.25 SAE 36 ksi 2.5X2.5X0.1875 12 12B 50 ksi 12"BD 1.25 SAE 36 ksi 2.5X2.5X0.1875 SAE 36 ksi 2.5X2.5X0.1875 13 SOL 50 ksi 1 3/4"SOL SOL 50 ksi 7/8"SOLID SOL 50 ksi 7/8"SOLID REDUNDANT SECONDARY BRACING Section Sub Diag 1 Sub Horiz 1 Sub Diag 2 Sub Horiz 2 Sub Diag 3 Sub Horiz 3 1 - 9 ------ 10 -S2.5X2.5X0.187 ---- 11 - 13 ------ DISCRETE APPURTENANCE Elev (ft)Type Qty Description 228.00 OMNI 2 Generic 20' Omni 221.00 OMNI 1 Generic 12' Omni 218.00 T-Arm 2 Round Side Arm 215.00 DISH-RADOME 1 RFS PA8-65AC w/ Radome 215.00 T-Arm 1 Round Side Arm 207.00 DISH-RADOME 1 RFS PA8-65AC w/ Radome 206.00 OMNI 1 Generic 20' Omni 196.00 DISH-RADOME 1 Generic 6' Dish w/ Radome 196.00 T-Arm 1 Round Side Arm 185.00 DISH-RADOME 1 RFS PA8-65AC w/ Radome 183.00 OMNI 1 Generic 20' Omni 177.00 DISH-RADOME 1 RFS PA8-65AC w/ Radome 173.00 T-Arm 1 Round Side Arm 165.00 BOB/SSB 1 Raycap DC6-48-60-18-8C 165.00 PANEL 1 Kathrein Scala 80010965 165.00 PANEL 2 KMW ET-X-UW-68-14-65-18-iR-AT 165.00 RRU/RRH 1 Ericsson RRUS 4449 B5, B12 165.00 RRU/RRH 1 Ericsson RRUS 8843 B2, B66A 165.00 RRU/RRH 1 Ericsson RRUS 32 (50.8 lbs) 165.00 Sector Frame 1 Flat Light Sector Frame 156.00 DIPOLE 2 Decibel DB225-F 156.00 T-Arm 2 Flat Side Arm 139.00 DIPOLE 2 Decibel DB225-F 139.00 T-Arm 2 Flat Side Arm 130.00 BOB/SSB 1 Raycap RDIDC-9181-PF-48 130.00 PANEL 3 JMA Wireless MX08FRO665-21 JOB INFORMATION Asset:302893, TPK Ft. Pierce Height :220 ft Client DISH WIRELESS L.L.C.Base Width :26 ft Code: ANSI/TIA-222-H Shape :Triangle DISCRETE APPURTENANCE Elev (ft)Type Qty Description 130.00 RRU/RRH 3 Fujitsu TA08025-B604 130.00 RRU/RRH 3 Fujitsu TA08025-B605 130.00 Sector Frame 3 Generic Flat Light Sector Fram 120.00 BOB/SSB 1 Raycap DC6-48-60-18-8F 120.00 BOB/SSB 1 Raycap DC6-48-60-18-8C 120.00 PANEL 6 Commscope SBNHH-1D85A 120.00 RRU/RRH 2 Ericsson RRUS 4449 B5, B12 120.00 RRU/RRH 2 Ericsson RRUS 32 (50.8 lbs) 120.00 RRU/RRH 2 Ericsson RRUS 8843 B2, B66A 120.00 Sector Frame 2 Flat Light Sector Frame 101.00 Sector Frame 3 Generic Round Sector Frame 100.00 BOB/SSB 2 Raycap RCMDC-6627-PF-48 100.00 PANEL 3 Ericsson AIR 6449 B77D/ C-Band 100.00 PANEL 6 JMA Wireless MX10FIT665-xx 100.00 RRU/RRH 3 Ericsson Radio 4449 - B13&B5 100.00 RRU/RRH 3 Ericsson 8843 Rev 2 LINEAR APPURTENANCE Elev (ft) From To Qty Description 0.00 228.00 2 1 1/4" Coax 0.00 221.00 1 1 1/4" Coax 0.00 215.00 1 EU 63 0.00 207.00 1 EU 63 0.00 206.00 1 1 1/4" Coax 0.00 196.00 1 EW63 0.00 185.00 1 EU 63 0.00 183.00 1 1 1/4" Coax 0.00 177.00 1 EU 63 0.00 165.00 4 1 5/8" Coax 0.00 165.00 2 0.88" (22.4mm) 8 AWG 6 0.00 165.00 2 0.39" (10mm) Fiber Trunk 0.00 159.00 1 1/2" Coax 0.00 156.00 1 1 1/4" Coax 0.00 139.00 2 7/8" Coax 0.00 130.00 1 1.75" (44.5mm) Hybrid 0.00 120.00 8 1 5/8" Coax 0.00 120.00 4 0.88" (22.4mm) 8 AWG 6 0.00 120.00 2 0.39" (10mm) Fiber Trunk 0.00 101.00 1 Waveguide 0.00 100.00 2 1 5/8" Hybriflex 0.00 100.00 10 1 5/8" Coax GLOBAL BASE FOUNDATION DESIGN LOADS Load Case Moment (k-ft)Vertical (kip)Horizontal (kip) DL+WL 12225.23 69.23 105.43 DL+WL+IL 469.01 69.23 4.1 JOB INFORMATION Asset:302893, TPK Ft. Pierce Height :220 ft Client DISH WIRELESS L.L.C.Base Width :26 ft Code: ANSI/TIA-222-H Shape :Triangle INDIVIDUAL BASE FOUNDATION DESIGN LOADS Vertical (kip)Uplift (kip)Horizontal (kip) 566.02 496.18 64.70 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 ANALYSIS PARAMETERS Location:St.Lucie County,FL Height:220 ft Type and Shape:Self Support,Triangle Base Elevation:0.00 ft Manufacturer:Pirod Bottom Face Width:26.00 ft Kd 0.85 Top Face Width:5.00 ft Ke: 1.00 Anchor Bolt Detail Type: c ICE & WIND PARAMETERS Exposure Category:C Design Wind Speed Without Ice:157 mph Risk Category:II Design Wind Speed with Ice:30 mph Topographic Factor Procedure:Method 1 Operational Windspeed:60 mph Topographic Category: Flat Design Ice Thickness:0.00 in Crest Height: 0 ft HMSL:20 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.87 TL (sec):8 P:1.3 Cs:0.030 Ss:0.050 S1:0.028 Cs, Max:0.030 Fa:1.600 Fv:2.400 Cs, Min:0.030 Sds:0.053 Sd1:0.045 LOAD CASES 1.2D + 1.0W Normal 157 mph wind with no ice 1.2D + 1.0W 60°157 mph wind with no ice 1.2D + 1.0W 90°157 mph wind with no ice 1.2D + 1.0W 120°157 mph wind with no ice 1.2D + 1.0W 180°157 mph wind with no ice 1.2D + 1.0W 210°157 mph wind with no ice 1.2D + 1.0W 240°157 mph wind with no ice 1.2D + 1.0W 300°157 mph wind with no ice 1.2D + 1.0W 330°157 mph wind with no ice 0.9D + 1.0W Normal 157 mph wind with no ice 0.9D + 1.0W 60°157 mph wind with no ice 0.9D + 1.0W 90°157 mph wind with no ice 0.9D + 1.0W 120°157 mph wind with no ice 0.9D + 1.0W 180°157 mph wind with no ice 0.9D + 1.0W 210°157 mph wind with no ice 0.9D + 1.0W 240°157 mph wind with no ice 0.9D + 1.0W 300°157 mph wind with no ice 0.9D + 1.0W 330°157 mph wind with no ice 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 60°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 90°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 120°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 180°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 210°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 240°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 300°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 330°30 mph wind with 0" radial ice 1.2D + 1.0Ev + 1.0Eh Normal Seismic 1.2D + 1.0Ev + 1.0Eh 60°Seismic 1.2D + 1.0Ev + 1.0Eh 90°Seismic 1.2D + 1.0Ev + 1.0Eh 120°Seismic 1.2D + 1.0Ev + 1.0Eh 180°Seismic 1.2D + 1.0Ev + 1.0Eh 210°Seismic 1.2D + 1.0Ev + 1.0Eh 240°Seismic 1.2D + 1.0Ev + 1.0Eh 300°Seismic 1.2D + 1.0Ev + 1.0Eh 330°Seismic ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 2 of 40 Model Id : 58482 8/30/2021 14:23:17 LOAD CASES 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 60°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 90°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 120°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 180°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 210°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 240°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 300°Seismic (Reduced DL) 0.9D - 1.0Ev + 1.0Eh 330°Seismic (Reduced DL) 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service 60°60 mph Wind with No Ice 1.0D + 1.0W Service 90°60 mph Wind with No Ice 1.0D + 1.0W Service 120°60 mph Wind with No Ice 1.0D + 1.0W Service 180°60 mph Wind with No Ice 1.0D + 1.0W Service 210°60 mph Wind with No Ice 1.0D + 1.0W Service 240°60 mph Wind with No Ice 1.0D + 1.0W Service 300°60 mph Wind with No Ice 1.0D + 1.0W Service 330°60 mph Wind with No Ice ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 TOWER LOADING Discrete Appurtenance Properties 1.2D + 1.0W Elev (ft)Description Qty Wt. (lb) EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 228.0 Generic 20' Omni 2 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 80.69 823 132 221.0 Generic 12' Omni 1 40 3.6 12.0 3.0 3.0 1.00 1.00 0.0 0.00 80.16 245 48 218.0 Round Side Arm 2 150 5.2 0.0 0.0 0.0 0.90 0.90 0.0 0.00 79.93 572 360 215.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 79.70 339 180 215.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 79.70 2939 456 207.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 79.06 2916 456 206.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 78.98 403 66 196.0 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.00 78.16 345 180 196.0 Generic 6' Dish w/ Radome 1 250 24.4 6.0 72.0 0.0 1.00 1.00 0.0 0.00 78.16 1622 300 185.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 77.21 2848 456 183.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 77.04 393 66 177.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 76.50 2821 456 173.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 76.13 324 180 165.0 Ericsson RRUS 8843 B2, B66A 1 72 1.6 1.2 13.2 10.9 1.00 1.00 0.0 0.00 75.38 105 86 165.0 Ericsson RRUS 4449 B5, B12 1 71 2.0 1.5 13.2 9.4 1.00 1.00 0.0 0.00 75.38 126 85 165.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 1.00 1.00 0.0 0.00 75.38 130 19 165.0 Ericsson RRUS 32 (50.8 lbs)1 51 2.7 2.2 12.1 6.7 1.00 1.00 0.0 0.00 75.38 172 61 165.0 KMW ET-X-UW-68-14-65-18-iR-AT 2 44 8.1 6.0 12.0 6.3 1.00 0.76 0.0 0.00 75.38 792 105 165.0 Kathrein Scala 80010965 1 98 13.8 6.6 20.0 6.9 1.00 1.00 0.0 0.00 75.38 885 117 165.0 Flat Light Sector Frame 1 660 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 75.38 961 792 156.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 74.49 304 65 156.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 74.49 646 360 139.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 72.70 297 65 139.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 72.70 631 360 130.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 71.69 91 26 130.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 71.69 143 230 130.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 71.69 143 270 130.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 71.69 1169 232 130.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 71.69 1841 1440 120.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.90 0.50 0.0 0.00 70.49 34 24 120.0 Ericsson RRUS 8843 B2, B66A 2 72 1.6 1.2 13.2 10.9 0.90 0.50 0.0 0.00 70.49 88 173 120.0 Ericsson RRUS 4449 B5, B12 2 71 2.0 1.5 13.2 9.4 0.90 0.50 0.0 0.00 70.49 106 170 120.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.90 0.50 0.0 0.00 70.49 55 19 120.0 Ericsson RRUS 32 (50.8 lbs)2 51 2.7 2.2 12.1 6.7 0.90 0.50 0.0 0.00 70.49 145 122 120.0 Commscope SBNHH-1D85A 6 32 5.0 4.0 11.9 7.1 0.90 0.69 0.0 0.00 70.49 1123 228 120.0 Flat Light Sector Frame 2 660 15.0 0.0 0.0 0.0 0.90 0.90 0.0 0.00 70.49 1456 1584 101.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 67.98 1404 1080 100.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 67.83 114 270 100.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 67.83 114 252 100.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 67.83 390 294 100.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 67.83 296 77 100.0 JMA Wireless MX10FIT665-xx 6 53 8.1 5.9 12.2 7.5 0.80 0.69 0.0 0.00 67.83 1545 384 Totals 80 10,273 642.1 31,897 12,328 TOWER LOADING Discrete Appurtenance Properties 0.9D + 1.0W Elev (ft)Description Qty Wt. (lb) EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 228.0 Generic 20' Omni 2 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 80.69 823 99 221.0 Generic 12' Omni 1 40 3.6 12.0 3.0 3.0 1.00 1.00 0.0 0.00 80.16 245 36 218.0 Round Side Arm 2 150 5.2 0.0 0.0 0.0 0.90 0.90 0.0 0.00 79.93 572 270 215.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 79.70 339 135 215.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 79.70 2939 342 207.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 79.06 2916 342 206.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 78.98 403 50 196.0 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.00 78.16 345 135 196.0 Generic 6' Dish w/ Radome 1 250 24.4 6.0 72.0 0.0 1.00 1.00 0.0 0.00 78.16 1622 225 185.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 77.21 2848 342 183.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 77.04 393 50 177.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 76.50 2821 342 173.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 76.13 324 135 165.0 Ericsson RRUS 8843 B2, B66A 1 72 1.6 1.2 13.2 10.9 1.00 1.00 0.0 0.00 75.38 105 65 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 Elev (ft)Description Qty Wt. (lb) EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 165.0 Ericsson RRUS 4449 B5, B12 1 71 2.0 1.5 13.2 9.4 1.00 1.00 0.0 0.00 75.38 126 64 165.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 1.00 1.00 0.0 0.00 75.38 130 14 165.0 Ericsson RRUS 32 (50.8 lbs)1 51 2.7 2.2 12.1 6.7 1.00 1.00 0.0 0.00 75.38 172 46 165.0 KMW ET-X-UW-68-14-65-18-iR-AT 2 44 8.1 6.0 12.0 6.3 1.00 0.76 0.0 0.00 75.38 792 79 165.0 Kathrein Scala 80010965 1 98 13.8 6.6 20.0 6.9 1.00 1.00 0.0 0.00 75.38 885 88 165.0 Flat Light Sector Frame 1 660 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 75.38 961 594 156.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 74.49 304 49 156.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 74.49 646 270 139.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 72.70 297 49 139.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 72.70 631 270 130.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 71.69 91 20 130.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 71.69 143 173 130.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 71.69 143 202 130.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 71.69 1169 174 130.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 71.69 1841 1080 120.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.90 0.50 0.0 0.00 70.49 34 18 120.0 Ericsson RRUS 8843 B2, B66A 2 72 1.6 1.2 13.2 10.9 0.90 0.50 0.0 0.00 70.49 88 130 120.0 Ericsson RRUS 4449 B5, B12 2 71 2.0 1.5 13.2 9.4 0.90 0.50 0.0 0.00 70.49 106 128 120.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.90 0.50 0.0 0.00 70.49 55 14 120.0 Ericsson RRUS 32 (50.8 lbs)2 51 2.7 2.2 12.1 6.7 0.90 0.50 0.0 0.00 70.49 145 91 120.0 Commscope SBNHH-1D85A 6 32 5.0 4.0 11.9 7.1 0.90 0.69 0.0 0.00 70.49 1123 171 120.0 Flat Light Sector Frame 2 660 15.0 0.0 0.0 0.0 0.90 0.90 0.0 0.00 70.49 1456 1188 101.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 67.98 1404 810 100.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 67.83 114 202 100.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 67.83 114 189 100.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 67.83 390 220 100.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 67.83 296 58 100.0 JMA Wireless MX10FIT665-xx 6 53 8.1 5.9 12.2 7.5 0.80 0.69 0.0 0.00 67.83 1545 288 Totals 80 10,273 642.1 31,897 9,246 TOWER LOADING Discrete Appurtenance Properties 1.2D + 1.0Di + 1.0Wi Elev (ft)Description Qty Ice Wt (lb) Ice EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 228.0 Generic 20' Omni 2 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 2.95 30 132 221.0 Generic 12' Omni 1 40 3.6 12.0 3.0 3.0 1.00 1.00 0.0 0.00 2.93 9 48 218.0 Round Side Arm 2 150 5.2 0.0 0.0 0.0 0.90 0.90 0.0 0.00 2.92 21 360 215.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 2.91 12 180 215.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 2.91 107 456 207.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 2.89 106 456 206.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 2.88 15 66 196.0 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.00 2.85 13 180 196.0 Generic 6' Dish w/ Radome 1 250 24.4 6.0 72.0 0.0 1.00 1.00 0.0 0.00 2.85 59 300 185.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 2.82 104 456 183.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 2.81 14 66 177.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 2.79 103 456 173.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 2.78 12 180 165.0 Ericsson RRUS 8843 B2, B66A 1 72 1.6 1.2 13.2 10.9 1.00 1.00 0.0 0.00 2.75 4 86 165.0 Ericsson RRUS 4449 B5, B12 1 71 2.0 1.5 13.2 9.4 1.00 1.00 0.0 0.00 2.75 5 85 165.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 1.00 1.00 0.0 0.00 2.75 5 19 165.0 Ericsson RRUS 32 (50.8 lbs)1 51 2.7 2.2 12.1 6.7 1.00 1.00 0.0 0.00 2.75 6 61 165.0 KMW ET-X-UW-68-14-65-18-iR-AT 2 44 8.1 6.0 12.0 6.3 1.00 0.76 0.0 0.00 2.75 29 105 165.0 Kathrein Scala 80010965 1 98 13.8 6.6 20.0 6.9 1.00 1.00 0.0 0.00 2.75 32 117 165.0 Flat Light Sector Frame 1 660 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 2.75 35 792 156.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 2.72 11 65 156.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 2.72 24 360 139.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 2.65 11 65 139.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 2.65 23 360 130.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 2.62 3 26 130.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 2.62 5 230 130.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 2.62 5 270 130.0 JMA Wireless MX08FRO665-21 3 64 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 2.62 43 232 130.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.62 67 1440 120.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.90 0.50 0.0 0.00 2.57 1 24 120.0 Ericsson RRUS 8843 B2, B66A 2 72 1.6 1.2 13.2 10.9 0.90 0.50 0.0 0.00 2.57 3 173 120.0 Ericsson RRUS 4449 B5, B12 2 71 2.0 1.5 13.2 9.4 0.90 0.50 0.0 0.00 2.57 4 170 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 Elev (ft)Description Qty Ice Wt (lb) Ice EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 120.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.90 0.50 0.0 0.00 2.57 2 19 120.0 Ericsson RRUS 32 (50.8 lbs)2 51 2.7 2.2 12.1 6.7 0.90 0.50 0.0 0.00 2.57 5 122 120.0 Commscope SBNHH-1D85A 6 32 5.0 4.0 11.9 7.1 0.90 0.69 0.0 0.00 2.57 41 228 120.0 Flat Light Sector Frame 2 660 15.0 0.0 0.0 0.0 0.90 0.90 0.0 0.00 2.57 53 1584 101.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.48 51 1080 100.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 2.48 4 270 100.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 2.48 4 252 100.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 2.48 14 294 100.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 2.48 11 77 100.0 JMA Wireless MX10FIT665-xx 6 53 8.1 5.9 12.2 7.5 0.80 0.69 0.0 0.00 2.48 56 384 Totals 80 10,273 642.1 1165 12,328 TOWER LOADING Discrete Appurtenance Properties 1.0D + 1.0W Service Elev (ft)Description Qty Wt. (lb) EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 228.0 Generic 20' Omni 2 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 11.78 120 110 221.0 Generic 12' Omni 1 40 3.6 12.0 3.0 3.0 1.00 1.00 0.0 0.00 11.71 36 40 218.0 Round Side Arm 2 150 5.2 0.0 0.0 0.0 0.90 0.90 0.0 0.00 11.67 84 300 215.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 11.64 49 150 215.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 11.64 429 380 207.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 11.55 426 380 206.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 11.54 59 55 196.0 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.00 11.42 50 150 196.0 Generic 6' Dish w/ Radome 1 250 24.4 6.0 72.0 0.0 1.00 1.00 0.0 0.00 11.42 237 250 185.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 11.28 416 380 183.0 Generic 20' Omni 1 55 6.0 20.0 3.0 3.0 1.00 1.00 0.0 0.00 11.25 57 55 177.0 RFS PA8-65AC w/ Radome 1 380 43.4 8.0 96.0 0.0 1.00 1.00 0.0 0.00 11.17 412 380 173.0 Round Side Arm 1 150 5.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 11.12 47 150 165.0 Ericsson RRUS 8843 B2, B66A 1 72 1.6 1.2 13.2 10.9 1.00 1.00 0.0 0.00 11.01 15 72 165.0 Ericsson RRUS 4449 B5, B12 1 71 2.0 1.5 13.2 9.4 1.00 1.00 0.0 0.00 11.01 18 71 165.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 1.00 1.00 0.0 0.00 11.01 19 16 165.0 Ericsson RRUS 32 (50.8 lbs)1 51 2.7 2.2 12.1 6.7 1.00 1.00 0.0 0.00 11.01 25 51 165.0 KMW ET-X-UW-68-14-65-18-iR-AT 2 44 8.1 6.0 12.0 6.3 1.00 0.76 0.0 0.00 11.01 116 88 165.0 Kathrein Scala 80010965 1 98 13.8 6.6 20.0 6.9 1.00 1.00 0.0 0.00 11.01 129 98 165.0 Flat Light Sector Frame 1 660 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 11.01 140 660 156.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 10.88 44 54 156.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 10.88 94 300 139.0 Decibel DB225-F 2 27 2.4 6.5 30.0 0.0 1.00 1.00 0.0 0.00 10.62 43 54 139.0 Flat Side Arm 2 150 6.3 0.0 0.0 0.0 0.90 0.90 0.0 0.00 10.62 92 300 130.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 10.47 13 22 130.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 10.47 21 192 130.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 10.47 21 225 130.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 10.47 171 194 130.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 10.47 269 1200 120.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.90 0.50 0.0 0.00 10.29 5 20 120.0 Ericsson RRUS 8843 B2, B66A 2 72 1.6 1.2 13.2 10.9 0.90 0.50 0.0 0.00 10.29 13 144 120.0 Ericsson RRUS 4449 B5, B12 2 71 2.0 1.5 13.2 9.4 0.90 0.50 0.0 0.00 10.29 16 142 120.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.90 0.50 0.0 0.00 10.29 8 16 120.0 Ericsson RRUS 32 (50.8 lbs)2 51 2.7 2.2 12.1 6.7 0.90 0.50 0.0 0.00 10.29 21 102 120.0 Commscope SBNHH-1D85A 6 32 5.0 4.0 11.9 7.1 0.90 0.69 0.0 0.00 10.29 164 190 120.0 Flat Light Sector Frame 2 660 15.0 0.0 0.0 0.0 0.90 0.90 0.0 0.00 10.29 213 1320 101.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 9.93 205 900 100.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 9.91 17 225 100.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 9.91 17 210 100.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 9.91 57 245 100.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 9.91 43 64 100.0 JMA Wireless MX10FIT665-xx 6 53 8.1 5.9 12.2 7.5 0.80 0.69 0.0 0.00 9.91 226 320 Totals 80 10,273 642.1 4,659 10,273 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 6 of 40 Model Id : 58482 8/30/2021 14:23:17 TOWER LOADING Linear Appurtenance Properties Elev From (ft) Elev To (ft) Description Qty Width (in) Weight (lb/ft) % In Wind Spread On Faces Bundling Cluster Dia (in) Out of Zone Spacing (in) Orient Factor Ka Override 0.0 228.0 1 1/4" Coax 2 1.55 0.63 50 3 Block 0.00 N 1.00 1.00 0.00 0.0 221.0 1 1/4" Coax 1 1.55 0.63 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 215.0 EU 63 1 1.89 0.56 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 207.0 EU 63 1 1.89 0.56 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 206.0 1 1/4" Coax 1 1.55 0.63 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 196.0 EW63 1 2.01 0.51 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 185.0 EU 63 1 1.89 0.56 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 183.0 1 1/4" Coax 1 1.55 0.63 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 177.0 EU 63 1 1.89 0.56 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 165.0 1 5/8" Coax 4 1.98 0.82 50 2 Block 0.00 N 1.00 1.00 0.00 0.0 165.0 0.88" (22.4mm) 8 AWG 6 2 0.88 0.68 50 2 Block 0.00 N 1.00 1.00 0.00 0.0 165.0 0.39" (10mm) Fiber Trunk 1 0.39 0.06 100 2 Individual 0.00 N 1.00 1.00 0.01 0.0 165.0 0.39" (10mm) Fiber Trunk 1 0.39 0.06 100 2 Individual 0.00 N 1.00 1.00 0.01 0.0 159.0 1/2" Coax 1 0.63 0.15 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 156.0 1 1/4" Coax 1 1.55 0.63 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 139.0 7/8" Coax 2 1.09 0.33 50 3 Block 0.00 N 1.00 1.00 0.01 0.0 130.0 1.75" (44.5mm) Hybrid 1 1.75 2.72 100 1 Individual 0.00 N 1.00 1.00 0.00 0.0 120.0 0.39" (10mm) Fiber Trunk 2 0.39 0.06 50 2 Block 0.00 N 1.00 1.00 0.00 0.0 120.0 1 5/8" Coax 8 1.98 0.82 50 2 Block 0.00 N 1.00 1.00 0.00 0.0 120.0 0.88" (22.4mm) 8 AWG 6 4 0.88 0.68 50 2 Block 0.00 N 1.00 1.00 0.00 0.0 101.0 Waveguide 1 1.50 6.00 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 100.0 1 5/8" Coax 10 1.98 0.82 50 2 Block 0.00 N 1.00 1.00 0.00 0.0 100.0 1 5/8" Hybriflex 2 1.98 1.30 100 2 Individual 0.00 N 1.00 1.00 0.01 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES 1.2D + 1.0W Normal Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 9.26 23.22 0.00 1176 0 1558 209 1766 11 195 78.07 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 8.34 22.13 0.00 1140 0 1468 278 1746 10 185 77.21 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 11.60 30.10 0.00 1321 0 1975 344 2319 9 170 75.85 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 20.00 55.22 0.00 2546 0 3560 1016 4576 8 150 73.88 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 21.33 60.53 0.00 2725 0 3801 1426 5228 7 130 71.69 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 23.05 66.17 0.00 3855 0 4032 1450 5482 6 110 69.21 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 25.15 72.79 0.00 4718 0 4282 2712 6994 5 90 66.35 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 30.04 86.87 0.00 5576 0 4899 3941 8840 4 70 62.93 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 36.88 105.31 0.00 7332 0 5633 3738 9371 3 50 58.62 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 39.19 112.85 0.00 7585 0 5623 3482 9106 2 30 52.65 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 42.20 121.86 0.00 8491 0 5453 3127 8580 1 10 45.56 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 53.58 152.12 0.00 9721 0 5891 2768 8659 56,904 0 73,533 1.2D + 1.0W 60°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.15 20.44 0.00 1176 0 1371 209 1580 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 7.38 19.57 0.00 1140 0 1299 278 1577 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.00 25.96 0.00 1321 0 1703 344 2047 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 17.38 48.00 0.00 2546 0 3095 1016 4111 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 18.43 52.32 0.00 2725 0 3285 1426 4712 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 19.85 57.00 0.00 3855 0 3473 1450 4923 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 21.64 62.63 0.00 4718 0 3684 2712 6396 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 25.55 73.89 0.00 5576 0 4167 3941 8108 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 31.30 89.38 0.00 7332 0 4781 3738 8519 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 33.13 95.42 0.00 7585 0 4755 3482 8237 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 35.67 103.00 0.00 8491 0 4609 3127 7736 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 44.80 127.20 0.00 9721 0 4926 2706 7632 56,904 0 66,443 1.2D + 1.0W 90°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 8.43 21.13 0.00 1176 0 1417 209 1626 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 7.62 20.21 0.00 1140 0 1341 278 1619 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 10.40 26.99 0.00 1321 0 1771 344 2115 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 18.04 49.81 0.00 2546 0 3211 1016 4227 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 19.16 54.37 0.00 2725 0 3414 1426 4841 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 20.65 59.30 0.00 3855 0 3613 1450 5063 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 22.52 65.17 0.00 4718 0 3834 2712 6546 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 26.67 77.13 0.00 5576 0 4350 3941 8291 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 32.70 93.36 0.00 7332 0 4994 3738 8732 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 34.65 99.77 0.00 7585 0 4972 3482 8454 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 37.30 107.72 0.00 8491 0 4820 3127 7947 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 47.00 133.43 0.00 9721 0 5167 2706 7873 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 56,904 0 68,200 1.2D + 1.0W 120°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 9.26 23.22 0.00 1176 0 1558 209 1766 11 195 78.07 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 8.34 22.13 0.00 1140 0 1468 278 1746 10 185 77.21 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 11.60 30.10 0.00 1321 0 1975 344 2319 9 170 75.85 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 20.00 55.22 0.00 2546 0 3560 1016 4576 8 150 73.88 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 21.33 60.53 0.00 2725 0 3801 1426 5228 7 130 71.69 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 23.05 66.17 0.00 3855 0 4032 1450 5482 6 110 69.21 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 25.15 72.79 0.00 4718 0 4282 2712 6994 5 90 66.35 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 30.04 86.87 0.00 5576 0 4899 3941 8840 4 70 62.93 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 36.88 105.31 0.00 7332 0 5633 3738 9371 3 50 58.62 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 39.19 112.85 0.00 7585 0 5623 3482 9106 2 30 52.65 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 42.20 121.86 0.00 8491 0 5453 3127 8580 1 10 45.56 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 53.58 152.12 0.00 9721 0 5891 2706 8597 56,904 0 73,471 1.2D + 1.0W 180°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.15 20.44 0.00 1176 0 1371 209 1580 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 7.38 19.57 0.00 1140 0 1299 278 1577 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.00 25.96 0.00 1321 0 1703 344 2047 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 17.38 48.00 0.00 2546 0 3095 1016 4111 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 18.43 52.32 0.00 2725 0 3285 1426 4712 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 19.85 57.00 0.00 3855 0 3473 1450 4923 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 21.64 62.63 0.00 4718 0 3684 2712 6396 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 25.55 73.89 0.00 5576 0 4167 3941 8108 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 31.30 89.38 0.00 7332 0 4781 3738 8519 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 33.13 95.42 0.00 7585 0 4755 3482 8237 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 35.67 103.00 0.00 8491 0 4609 3127 7736 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 44.80 127.20 0.00 9721 0 4926 2706 7632 56,904 0 66,443 1.2D + 1.0W 210°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 8.43 21.13 0.00 1176 0 1417 209 1626 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 7.62 20.21 0.00 1140 0 1341 278 1619 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 10.40 26.99 0.00 1321 0 1771 344 2115 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 18.04 49.81 0.00 2546 0 3211 1016 4227 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 19.16 54.37 0.00 2725 0 3414 1426 4841 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 20.65 59.30 0.00 3855 0 3613 1450 5063 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 22.52 65.17 0.00 4718 0 3834 2712 6546 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 26.67 77.13 0.00 5576 0 4350 3941 8291 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 32.70 93.36 0.00 7332 0 4994 3738 8732 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 34.65 99.77 0.00 7585 0 4972 3482 8454 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 37.30 107.72 0.00 8491 0 4820 3127 7947 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 47.00 133.43 0.00 9721 0 5167 2706 7873 56,904 0 68,200 1.2D + 1.0W 240°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 9.26 23.22 0.00 1176 0 1558 209 1766 11 195 78.07 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 8.34 22.13 0.00 1140 0 1468 278 1746 10 185 77.21 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 11.60 30.10 0.00 1321 0 1975 344 2319 9 170 75.85 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 20.00 55.22 0.00 2546 0 3560 1016 4576 8 150 73.88 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 21.33 60.53 0.00 2725 0 3801 1426 5228 7 130 71.69 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 23.05 66.17 0.00 3855 0 4032 1450 5482 6 110 69.21 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 25.15 72.79 0.00 4718 0 4282 2712 6994 5 90 66.35 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 30.04 86.87 0.00 5576 0 4899 3941 8840 4 70 62.93 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 36.88 105.31 0.00 7332 0 5633 3738 9371 3 50 58.62 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 39.19 112.85 0.00 7585 0 5623 3482 9106 2 30 52.65 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 42.20 121.86 0.00 8491 0 5453 3127 8580 1 10 45.56 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 53.58 152.12 0.00 9721 0 5891 2706 8597 56,904 0 73,471 1.2D + 1.0W 300°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.15 20.44 0.00 1176 0 1371 209 1580 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 7.38 19.57 0.00 1140 0 1299 278 1577 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.00 25.96 0.00 1321 0 1703 344 2047 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 17.38 48.00 0.00 2546 0 3095 1016 4111 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 18.43 52.32 0.00 2725 0 3285 1426 4712 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 19.85 57.00 0.00 3855 0 3473 1450 4923 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 21.64 62.63 0.00 4718 0 3684 2712 6396 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 25.55 73.89 0.00 5576 0 4167 3941 8108 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 31.30 89.38 0.00 7332 0 4781 3738 8519 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 33.13 95.42 0.00 7585 0 4755 3482 8237 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 35.67 103.00 0.00 8491 0 4609 3127 7736 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 44.80 127.20 0.00 9721 0 4926 2706 7632 56,904 0 66,443 1.2D + 1.0W 330°Gust Response Factor (Gh):0.85 157 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 719 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 8.43 21.13 0.00 1176 0 1417 209 1626 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 7.62 20.21 0.00 1140 0 1341 278 1619 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 10.40 26.99 0.00 1321 0 1771 344 2115 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 18.04 49.81 0.00 2546 0 3211 1016 4227 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 19.16 54.37 0.00 2725 0 3414 1426 4841 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 20.65 59.30 0.00 3855 0 3613 1450 5063 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 22.52 65.17 0.00 4718 0 3834 2712 6546 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 26.67 77.13 0.00 5576 0 4350 3941 8291 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 32.70 93.36 0.00 7332 0 4994 3738 8732 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 34.65 99.77 0.00 7585 0 4972 3482 8454 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 10 of 40 Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 37.30 107.72 0.00 8491 0 4820 3127 7947 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 47.00 133.43 0.00 9721 0 5167 2706 7873 56,904 0 68,200 0.9D + 1.0W Normal Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 9.26 23.22 0.00 882 0 1558 209 1766 11 195 78.07 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 8.34 22.13 0.00 855 0 1468 278 1746 10 185 77.21 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 11.60 30.10 0.00 991 0 1975 344 2319 9 170 75.85 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 20.00 55.22 0.00 1910 0 3560 1016 4576 8 150 73.88 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 21.33 60.53 0.00 2044 0 3801 1426 5228 7 130 71.69 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 23.05 66.17 0.00 2891 0 4032 1450 5482 6 110 69.21 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 25.15 72.79 0.00 3539 0 4282 2712 6994 5 90 66.35 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 30.04 86.87 0.00 4182 0 4899 3941 8840 4 70 62.93 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 36.88 105.31 0.00 5499 0 5633 3738 9371 3 50 58.62 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 39.19 112.85 0.00 5689 0 5623 3482 9106 2 30 52.65 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 42.20 121.86 0.00 6368 0 5453 3127 8580 1 10 45.56 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 53.58 152.12 0.00 7290 0 5891 2706 8597 42,678 0 73,471 0.9D + 1.0W 60°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.15 20.44 0.00 882 0 1371 209 1580 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 7.38 19.57 0.00 855 0 1299 278 1577 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.00 25.96 0.00 991 0 1703 344 2047 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 17.38 48.00 0.00 1910 0 3095 1016 4111 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 18.43 52.32 0.00 2044 0 3285 1426 4712 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 19.85 57.00 0.00 2891 0 3473 1450 4923 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 21.64 62.63 0.00 3539 0 3684 2712 6396 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 25.55 73.89 0.00 4182 0 4167 3941 8108 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 31.30 89.38 0.00 5499 0 4781 3738 8519 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 33.13 95.42 0.00 5689 0 4755 3482 8237 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 35.67 103.00 0.00 6368 0 4609 3127 7736 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 44.80 127.20 0.00 7290 0 4926 2706 7632 42,678 0 66,443 0.9D + 1.0W 90°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 8.43 21.13 0.00 882 0 1417 209 1626 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 7.62 20.21 0.00 855 0 1341 278 1619 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 10.40 26.99 0.00 991 0 1771 344 2115 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 18.04 49.81 0.00 1910 0 3211 1016 4227 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 19.16 54.37 0.00 2044 0 3414 1426 4841 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 20.65 59.30 0.00 2891 0 3613 1450 5063 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 22.52 65.17 0.00 3539 0 3834 2712 6546 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 26.67 77.13 0.00 4182 0 4350 3941 8291 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 32.70 93.36 0.00 5499 0 4994 3738 8732 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 11 of 40 Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 34.65 99.77 0.00 5689 0 4972 3482 8454 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 37.30 107.72 0.00 6368 0 4820 3127 7947 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 47.00 133.43 0.00 7290 0 5167 2706 7873 42,678 0 68,200 0.9D + 1.0W 120°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 9.26 23.22 0.00 882 0 1558 209 1766 11 195 78.07 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 8.34 22.13 0.00 855 0 1468 278 1746 10 185 77.21 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 11.60 30.10 0.00 991 0 1975 344 2319 9 170 75.85 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 20.00 55.22 0.00 1910 0 3560 1016 4576 8 150 73.88 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 21.33 60.53 0.00 2044 0 3801 1426 5228 7 130 71.69 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 23.05 66.17 0.00 2891 0 4032 1450 5482 6 110 69.21 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 25.15 72.79 0.00 3539 0 4282 2712 6994 5 90 66.35 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 30.04 86.87 0.00 4182 0 4899 3941 8840 4 70 62.93 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 36.88 105.31 0.00 5499 0 5633 3738 9371 3 50 58.62 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 39.19 112.85 0.00 5689 0 5623 3482 9106 2 30 52.65 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 42.20 121.86 0.00 6368 0 5453 3127 8580 1 10 45.56 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 53.58 152.12 0.00 7290 0 5891 2706 8597 42,678 0 73,471 0.9D + 1.0W 180°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.15 20.44 0.00 882 0 1371 209 1580 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 7.38 19.57 0.00 855 0 1299 278 1577 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.00 25.96 0.00 991 0 1703 344 2047 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 17.38 48.00 0.00 1910 0 3095 1016 4111 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 18.43 52.32 0.00 2044 0 3285 1426 4712 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 19.85 57.00 0.00 2891 0 3473 1450 4923 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 21.64 62.63 0.00 3539 0 3684 2712 6396 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 25.55 73.89 0.00 4182 0 4167 3941 8108 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 31.30 89.38 0.00 5499 0 4781 3738 8519 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 33.13 95.42 0.00 5689 0 4755 3482 8237 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 35.67 103.00 0.00 6368 0 4609 3127 7736 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 44.80 127.20 0.00 7290 0 4926 2706 7632 42,678 0 66,443 0.9D + 1.0W 210°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 8.43 21.13 0.00 882 0 1417 209 1626 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 7.62 20.21 0.00 855 0 1341 278 1619 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 10.40 26.99 0.00 991 0 1771 344 2115 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 18.04 49.81 0.00 1910 0 3211 1016 4227 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 19.16 54.37 0.00 2044 0 3414 1426 4841 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 20.65 59.30 0.00 2891 0 3613 1450 5063 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 22.52 65.17 0.00 3539 0 3834 2712 6546 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 26.67 77.13 0.00 4182 0 4350 3941 8291 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 12 of 40 Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 32.70 93.36 0.00 5499 0 4994 3738 8732 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 34.65 99.77 0.00 5689 0 4972 3482 8454 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 37.30 107.72 0.00 6368 0 4820 3127 7947 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 47.00 133.43 0.00 7290 0 5167 2706 7873 42,678 0 68,200 0.9D + 1.0W 240°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 9.26 23.22 0.00 882 0 1558 209 1766 11 195 78.07 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 8.34 22.13 0.00 855 0 1468 278 1746 10 185 77.21 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 11.60 30.10 0.00 991 0 1975 344 2319 9 170 75.85 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 20.00 55.22 0.00 1910 0 3560 1016 4576 8 150 73.88 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 21.33 60.53 0.00 2044 0 3801 1426 5228 7 130 71.69 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 23.05 66.17 0.00 2891 0 4032 1450 5482 6 110 69.21 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 25.15 72.79 0.00 3539 0 4282 2712 6994 5 90 66.35 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 30.04 86.87 0.00 4182 0 4899 3941 8840 4 70 62.93 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 36.88 105.31 0.00 5499 0 5633 3738 9371 3 50 58.62 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 39.19 112.85 0.00 5689 0 5623 3482 9106 2 30 52.65 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 42.20 121.86 0.00 6368 0 5453 3127 8580 1 10 45.56 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 53.58 152.12 0.00 7290 0 5891 2706 8597 42,678 0 73,471 0.9D + 1.0W 300°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.15 20.44 0.00 882 0 1371 209 1580 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 7.38 19.57 0.00 855 0 1299 278 1577 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.00 25.96 0.00 991 0 1703 344 2047 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 17.38 48.00 0.00 1910 0 3095 1016 4111 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 18.43 52.32 0.00 2044 0 3285 1426 4712 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 19.85 57.00 0.00 2891 0 3473 1450 4923 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 21.64 62.63 0.00 3539 0 3684 2712 6396 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 25.55 73.89 0.00 4182 0 4167 3941 8108 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 31.30 89.38 0.00 5499 0 4781 3738 8519 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 33.13 95.42 0.00 5689 0 4755 3482 8237 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 35.67 103.00 0.00 6368 0 4609 3127 7736 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 44.80 127.20 0.00 7290 0 4926 2706 7632 42,678 0 66,443 0.9D + 1.0W 330°Gust Response Factor (Gh): 0.85 157 mph wind with no ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 79.70 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 539 0 747 118 865 12 205 78.90 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 8.43 21.13 0.00 882 0 1417 209 1626 11 195 78.07 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 7.62 20.21 0.00 855 0 1341 278 1619 10 185 77.21 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 10.40 26.99 0.00 991 0 1771 344 2115 9 170 75.85 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 18.04 49.81 0.00 1910 0 3211 1016 4227 8 150 73.88 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 19.16 54.37 0.00 2044 0 3414 1426 4841 7 130 71.69 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 20.65 59.30 0.00 2891 0 3613 1450 5063 6 110 69.21 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 22.52 65.17 0.00 3539 0 3834 2712 6546 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 13 of 40 Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 5 90 66.35 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 26.67 77.13 0.00 4182 0 4350 3941 8291 4 70 62.93 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 32.70 93.36 0.00 5499 0 4994 3738 8732 3 50 58.62 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 34.65 99.77 0.00 5689 0 4972 3482 8454 2 30 52.65 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 37.30 107.72 0.00 6368 0 4820 3127 7947 1 10 45.56 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 47.00 133.43 0.00 7290 0 5167 2706 7873 42,678 0 68,200 1.2D + 1.0Di + 1.0Wi Normal Gust Response Factor (Gh): 0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw): 1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 10.08 25.30 0.00 1176 0 62 9 71 11 195 2.85 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 9.28 24.61 0.00 1140 0 60 13 72 10 185 2.82 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 12.47 32.36 0.00 1321 0 78 16 93 9 170 2.77 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 21.94 60.59 0.00 2546 0 143 48 191 8 150 2.70 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 23.32 66.18 0.00 2725 0 152 64 216 7 130 2.62 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 25.71 73.81 0.00 3855 0 164 66 230 6 110 2.53 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 28.20 81.62 0.00 4718 0 175 113 288 5 90 2.42 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 33.08 95.69 0.00 5576 0 197 157 354 4 70 2.30 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 40.36 115.25 0.00 7332 0 225 149 374 3 50 2.14 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 42.73 123.04 0.00 7585 0 224 139 362 2 30 1.92 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 46.02 132.88 0.00 8491 0 217 125 342 1 10 1.66 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 57.28 162.60 0.00 9721 0 230 107 337 56,904 0 2,962 1.2D + 1.0Di + 1.0Wi 60°Gust Response Factor (Gh): 0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw): 1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.97 22.51 0.00 1176 0 55 9 64 11 195 2.85 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 8.31 22.06 0.00 1140 0 53 13 66 10 185 2.82 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.87 28.22 0.00 1321 0 68 16 83 9 170 2.77 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 19.33 53.37 0.00 2546 0 126 48 174 8 150 2.70 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 20.42 57.96 0.00 2725 0 133 64 197 7 130 2.62 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 22.51 64.64 0.00 3855 0 144 66 210 6 110 2.53 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 24.69 71.46 0.00 4718 0 153 113 266 5 90 2.42 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 28.60 82.70 0.00 5576 0 170 157 327 4 70 2.30 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 34.78 99.32 0.00 7332 0 194 149 342 3 50 2.14 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 36.67 105.60 0.00 7585 0 192 139 331 2 30 1.92 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 39.48 114.02 0.00 8491 0 186 125 311 1 10 1.66 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 48.50 137.68 0.00 9721 0 195 107 302 56,904 0 2,706 1.2D + 1.0Di + 1.0Wi 90°Gust Response Factor (Gh): 0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw): 1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 9.25 23.21 0.00 1176 0 57 9 66 11 195 2.85 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 8.55 22.70 0.00 1140 0 55 13 68 10 185 2.82 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 11.27 29.25 0.00 1321 0 70 16 86 9 170 2.77 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 19.98 55.18 0.00 2546 0 130 48 178 8 150 2.70 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 21.15 60.02 0.00 2725 0 138 64 201 7 130 2.62 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 23.31 66.93 0.00 3855 0 149 66 215 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 6 110 2.53 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 25.57 74.00 0.00 4718 0 159 113 272 5 90 2.42 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 29.72 85.95 0.00 5576 0 177 157 334 4 70 2.30 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 36.18 103.30 0.00 7332 0 202 149 350 3 50 2.14 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 38.19 109.96 0.00 7585 0 200 139 339 2 30 1.92 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 41.12 118.73 0.00 8491 0 194 125 319 1 10 1.66 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 50.69 143.91 0.00 9721 0 203 107 311 56,904 0 2,770 1.2D + 1.0Di + 1.0Wi 120°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 10.08 25.30 0.00 1176 0 62 9 71 11 195 2.85 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 9.28 24.61 0.00 1140 0 60 13 72 10 185 2.82 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 12.47 32.36 0.00 1321 0 78 16 93 9 170 2.77 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 21.94 60.59 0.00 2546 0 143 48 191 8 150 2.70 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 23.32 66.18 0.00 2725 0 152 64 216 7 130 2.62 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 25.71 73.81 0.00 3855 0 164 66 230 6 110 2.53 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 28.20 81.62 0.00 4718 0 175 113 288 5 90 2.42 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 33.08 95.69 0.00 5576 0 197 157 354 4 70 2.30 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 40.36 115.25 0.00 7332 0 225 149 374 3 50 2.14 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 42.73 123.04 0.00 7585 0 224 139 362 2 30 1.92 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 46.02 132.88 0.00 8491 0 217 125 342 1 10 1.66 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 57.28 162.60 0.00 9721 0 230 107 337 56,904 0 2,962 1.2D + 1.0Di + 1.0Wi 180°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.97 22.51 0.00 1176 0 55 9 64 11 195 2.85 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 8.31 22.06 0.00 1140 0 53 13 66 10 185 2.82 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.87 28.22 0.00 1321 0 68 16 83 9 170 2.77 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 19.33 53.37 0.00 2546 0 126 48 174 8 150 2.70 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 20.42 57.96 0.00 2725 0 133 64 197 7 130 2.62 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 22.51 64.64 0.00 3855 0 144 66 210 6 110 2.53 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 24.69 71.46 0.00 4718 0 153 113 266 5 90 2.42 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 28.60 82.70 0.00 5576 0 170 157 327 4 70 2.30 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 34.78 99.32 0.00 7332 0 194 149 342 3 50 2.14 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 36.67 105.60 0.00 7585 0 192 139 331 2 30 1.92 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 39.48 114.02 0.00 8491 0 186 125 311 1 10 1.66 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 48.50 137.68 0.00 9721 0 195 107 302 56,904 0 2,706 1.2D + 1.0Di + 1.0Wi 210°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 9.25 23.21 0.00 1176 0 57 9 66 11 195 2.85 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 8.55 22.70 0.00 1140 0 55 13 68 10 185 2.82 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 11.27 29.25 0.00 1321 0 70 16 86 9 170 2.77 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 19.98 55.18 0.00 2546 0 130 48 178 8 150 2.70 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 21.15 60.02 0.00 2725 0 138 64 201 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 7 130 2.62 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 23.31 66.93 0.00 3855 0 149 66 215 6 110 2.53 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 25.57 74.00 0.00 4718 0 159 113 272 5 90 2.42 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 29.72 85.95 0.00 5576 0 177 157 334 4 70 2.30 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 36.18 103.30 0.00 7332 0 202 149 350 3 50 2.14 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 38.19 109.96 0.00 7585 0 200 139 339 2 30 1.92 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 41.12 118.73 0.00 8491 0 194 125 319 1 10 1.66 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 50.69 143.91 0.00 9721 0 203 107 311 56,904 0 2,770 1.2D + 1.0Di + 1.0Wi 240°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 10.08 25.30 0.00 1176 0 62 9 71 11 195 2.85 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 9.28 24.61 0.00 1140 0 60 13 72 10 185 2.82 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 12.47 32.36 0.00 1321 0 78 16 93 9 170 2.77 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 21.94 60.59 0.00 2546 0 143 48 191 8 150 2.70 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 23.32 66.18 0.00 2725 0 152 64 216 7 130 2.62 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 25.71 73.81 0.00 3855 0 164 66 230 6 110 2.53 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 28.20 81.62 0.00 4718 0 175 113 288 5 90 2.42 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 33.08 95.69 0.00 5576 0 197 157 354 4 70 2.30 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 40.36 115.25 0.00 7332 0 225 149 374 3 50 2.14 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 42.73 123.04 0.00 7585 0 224 139 362 2 30 1.92 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 46.02 132.88 0.00 8491 0 217 125 342 1 10 1.66 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 57.28 162.60 0.00 9721 0 230 107 337 56,904 0 2,962 1.2D + 1.0Di + 1.0Wi 300°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.97 22.51 0.00 1176 0 55 9 64 11 195 2.85 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 8.31 22.06 0.00 1140 0 53 13 66 10 185 2.82 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.87 28.22 0.00 1321 0 68 16 83 9 170 2.77 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 19.33 53.37 0.00 2546 0 126 48 174 8 150 2.70 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 20.42 57.96 0.00 2725 0 133 64 197 7 130 2.62 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 22.51 64.64 0.00 3855 0 144 66 210 6 110 2.53 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 24.69 71.46 0.00 4718 0 153 113 266 5 90 2.42 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 28.60 82.70 0.00 5576 0 170 157 327 4 70 2.30 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 34.78 99.32 0.00 7332 0 194 149 342 3 50 2.14 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 36.67 105.60 0.00 7585 0 192 139 331 2 30 1.92 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 39.48 114.02 0.00 8491 0 186 125 311 1 10 1.66 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 48.50 137.68 0.00 9721 0 195 107 302 56,904 0 2,706 1.2D + 1.0Di + 1.0Wi 330°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 2.91 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 719 0 27 5 32 12 205 2.88 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 9.25 23.21 0.00 1176 0 57 9 66 11 195 2.85 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 8.55 22.70 0.00 1140 0 55 13 68 10 185 2.82 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 11.27 29.25 0.00 1321 0 70 16 86 9 170 2.77 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 19.98 55.18 0.00 2546 0 130 48 178 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 8 150 2.70 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 21.15 60.02 0.00 2725 0 138 64 201 7 130 2.62 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 23.31 66.93 0.00 3855 0 149 66 215 6 110 2.53 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 25.57 74.00 0.00 4718 0 159 113 272 5 90 2.42 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 29.72 85.95 0.00 5576 0 177 157 334 4 70 2.30 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 36.18 103.30 0.00 7332 0 202 149 350 3 50 2.14 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 38.19 109.96 0.00 7585 0 200 139 339 2 30 1.92 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 41.12 118.73 0.00 8491 0 194 125 319 1 10 1.66 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 50.69 143.91 0.00 9721 0 203 107 311 56,904 0 2,770 1.0D + 1.0W Service Normal Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 10.08 25.30 0.00 980 0 248 31 278 11 195 11.40 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 9.28 24.61 0.00 950 0 239 41 279 10 185 11.28 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 12.47 32.36 0.00 1101 0 310 50 360 9 170 11.08 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 21.94 60.59 0.00 2122 0 571 148 719 8 150 10.79 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 23.32 66.18 0.00 2271 0 607 208 815 7 130 10.47 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 25.71 73.81 0.00 3212 0 657 212 869 6 110 10.11 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 28.20 81.62 0.00 3932 0 701 396 1097 5 90 9.69 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 33.08 95.69 0.00 4646 0 788 576 1364 4 70 9.19 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 40.36 115.25 0.00 6110 0 900 546 1446 3 50 8.56 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 42.73 123.04 0.00 6321 0 895 509 1404 2 30 7.69 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 46.02 132.88 0.00 7076 0 868 457 1325 1 10 6.65 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 57.20 162.38 0.00 8100 0 918 395 1314 47,420 0 11,397 1.0D + 1.0W Service 60°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.97 22.51 0.00 980 0 220 31 251 11 195 11.40 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 8.31 22.06 0.00 950 0 214 41 254 10 185 11.28 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.87 28.22 0.00 1101 0 270 50 321 9 170 11.08 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 19.33 53.37 0.00 2122 0 503 148 651 8 150 10.79 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 20.42 57.96 0.00 2271 0 532 208 740 7 130 10.47 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 22.51 64.64 0.00 3212 0 575 212 787 6 110 10.11 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 24.69 71.46 0.00 3932 0 614 396 1010 5 90 9.69 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 28.60 82.70 0.00 4646 0 681 576 1257 4 70 9.19 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 34.78 99.32 0.00 6110 0 776 546 1322 3 50 8.56 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 36.67 105.60 0.00 6321 0 769 509 1277 2 30 7.69 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 39.48 114.02 0.00 7076 0 745 457 1202 1 10 6.65 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 48.42 137.46 0.00 8100 0 777 395 1173 47,420 0 10,371 1.0D + 1.0W Service 90°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 9.25 23.21 0.00 980 0 227 31 258 11 195 11.40 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 8.55 22.70 0.00 950 0 220 41 261 10 185 11.28 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 11.27 29.25 0.00 1101 0 280 50 331 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 17 of 40 Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 9 170 11.08 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 19.98 55.18 0.00 2122 0 520 148 668 8 150 10.79 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 21.15 60.02 0.00 2271 0 550 208 759 7 130 10.47 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 23.31 66.93 0.00 3212 0 596 212 807 6 110 10.11 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 25.57 74.00 0.00 3932 0 636 396 1032 5 90 9.69 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 29.72 85.95 0.00 4646 0 708 576 1283 4 70 9.19 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 36.18 103.30 0.00 6110 0 807 546 1353 3 50 8.56 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 38.19 109.96 0.00 6321 0 800 509 1309 2 30 7.69 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 41.12 118.73 0.00 7076 0 776 457 1233 1 10 6.65 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 50.61 143.69 0.00 8100 0 813 395 1208 47,420 0 10,627 1.0D + 1.0W Service 120°Gust Response Factor (Gh): 0.85 60 mph Wind with No Ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 10.08 25.30 0.00 980 0 248 31 278 11 195 11.40 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 9.28 24.61 0.00 950 0 239 41 279 10 185 11.28 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 12.47 32.36 0.00 1101 0 310 50 360 9 170 11.08 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 21.94 60.59 0.00 2122 0 571 148 719 8 150 10.79 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 23.32 66.18 0.00 2271 0 607 208 815 7 130 10.47 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 25.71 73.81 0.00 3212 0 657 212 869 6 110 10.11 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 28.20 81.62 0.00 3932 0 701 396 1097 5 90 9.69 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 33.08 95.69 0.00 4646 0 788 576 1364 4 70 9.19 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 40.36 115.25 0.00 6110 0 900 546 1446 3 50 8.56 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 42.73 123.04 0.00 6321 0 895 509 1404 2 30 7.69 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 46.02 132.88 0.00 7076 0 868 457 1325 1 10 6.65 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 57.20 162.38 0.00 8100 0 918 395 1314 47,420 0 11,397 1.0D + 1.0W Service 180°Gust Response Factor (Gh): 0.85 60 mph Wind with No Ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.97 22.51 0.00 980 0 220 31 251 11 195 11.40 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 8.31 22.06 0.00 950 0 214 41 254 10 185 11.28 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.87 28.22 0.00 1101 0 270 50 321 9 170 11.08 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 19.33 53.37 0.00 2122 0 503 148 651 8 150 10.79 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 20.42 57.96 0.00 2271 0 532 208 740 7 130 10.47 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 22.51 64.64 0.00 3212 0 575 212 787 6 110 10.11 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 24.69 71.46 0.00 3932 0 614 396 1010 5 90 9.69 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 28.60 82.70 0.00 4646 0 681 576 1257 4 70 9.19 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 34.78 99.32 0.00 6110 0 776 546 1322 3 50 8.56 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 36.67 105.60 0.00 6321 0 769 509 1277 2 30 7.69 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 39.48 114.02 0.00 7076 0 745 457 1202 1 10 6.65 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 48.42 137.46 0.00 8100 0 777 395 1173 47,420 0 10,371 1.0D + 1.0W Service 210°Gust Response Factor (Gh): 0.85 60 mph Wind with No Ice Wind Importance Factor (Iw): 1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 9.25 23.21 0.00 980 0 227 31 258 11 195 11.40 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 8.55 22.70 0.00 950 0 220 41 261 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 10 185 11.28 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 11.27 29.25 0.00 1101 0 280 50 331 9 170 11.08 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 19.98 55.18 0.00 2122 0 520 148 668 8 150 10.79 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 21.15 60.02 0.00 2271 0 550 208 759 7 130 10.47 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 23.31 66.93 0.00 3212 0 596 212 807 6 110 10.11 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 25.57 74.00 0.00 3932 0 636 396 1032 5 90 9.69 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 29.72 85.95 0.00 4646 0 708 576 1283 4 70 9.19 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 36.18 103.30 0.00 6110 0 807 546 1353 3 50 8.56 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 38.19 109.96 0.00 6321 0 800 509 1309 2 30 7.69 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 41.12 118.73 0.00 7076 0 776 457 1233 1 10 6.65 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 50.61 143.69 0.00 8100 0 813 395 1208 47,420 0 10,627 1.0D + 1.0W Service 240°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 1.00 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 1.00 1.00 0.0 10.08 25.30 0.00 980 0 248 31 278 11 195 11.40 4.808 7.813 0.00 0.183 2.65 1.00 1.00 0.0 9.28 24.61 0.00 950 0 239 41 279 10 185 11.28 7.980 7.813 0.00 0.200 2.60 1.00 1.00 0.0 12.47 32.36 0.00 1101 0 310 50 360 9 170 11.08 13.072 15.626 0.00 0.153 2.76 1.00 1.00 0.0 21.94 60.59 0.00 2122 0 571 148 719 8 150 10.79 14.473 15.626 0.00 0.132 2.84 1.00 1.00 0.0 23.32 66.18 0.00 2271 0 607 208 815 7 130 10.47 15.967 17.229 0.00 0.124 2.87 1.00 1.00 0.0 25.71 73.81 0.00 3212 0 657 212 869 6 110 10.11 17.562 18.831 0.00 0.118 2.89 1.00 1.00 0.0 28.20 81.62 0.00 3932 0 701 396 1097 5 90 9.69 22.443 18.831 0.00 0.118 2.89 1.00 1.00 0.0 33.08 95.69 0.00 4646 0 788 576 1364 4 70 9.19 27.899 22.037 0.00 0.128 2.86 1.00 1.00 0.0 40.36 115.25 0.00 6110 0 900 546 1446 3 50 8.56 30.270 22.037 0.00 0.121 2.88 1.00 1.00 0.0 42.73 123.04 0.00 6321 0 895 509 1404 2 30 7.69 32.656 23.639 0.00 0.119 2.89 1.00 1.00 0.0 46.02 132.88 0.00 7076 0 868 457 1325 1 10 6.65 43.897 23.639 0.00 0.132 2.84 1.00 1.00 0.0 57.20 162.38 0.00 8100 0 918 395 1314 47,420 0 11,397 1.0D + 1.0W Service 300°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 0.80 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 0.80 1.00 0.0 8.97 22.51 0.00 980 0 220 31 251 11 195 11.40 4.808 7.813 0.00 0.183 2.65 0.80 1.00 0.0 8.31 22.06 0.00 950 0 214 41 254 10 185 11.28 7.980 7.813 0.00 0.200 2.60 0.80 1.00 0.0 10.87 28.22 0.00 1101 0 270 50 321 9 170 11.08 13.072 15.626 0.00 0.153 2.76 0.80 1.00 0.0 19.33 53.37 0.00 2122 0 503 148 651 8 150 10.79 14.473 15.626 0.00 0.132 2.84 0.80 1.00 0.0 20.42 57.96 0.00 2271 0 532 208 740 7 130 10.47 15.967 17.229 0.00 0.124 2.87 0.80 1.00 0.0 22.51 64.64 0.00 3212 0 575 212 787 6 110 10.11 17.562 18.831 0.00 0.118 2.89 0.80 1.00 0.0 24.69 71.46 0.00 3932 0 614 396 1010 5 90 9.69 22.443 18.831 0.00 0.118 2.89 0.80 1.00 0.0 28.60 82.70 0.00 4646 0 681 576 1257 4 70 9.19 27.899 22.037 0.00 0.128 2.86 0.80 1.00 0.0 34.78 99.32 0.00 6110 0 776 546 1322 3 50 8.56 30.270 22.037 0.00 0.121 2.88 0.80 1.00 0.0 36.67 105.60 0.00 6321 0 769 509 1277 2 30 7.69 32.656 23.639 0.00 0.119 2.89 0.80 1.00 0.0 39.48 114.02 0.00 7076 0 745 457 1202 1 10 6.65 43.897 23.639 0.00 0.132 2.84 0.80 1.00 0.0 48.42 137.46 0.00 8100 0 777 395 1173 47,420 0 10,371 1.0D + 1.0W Service 330°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 13 215 11.64 0.000 6.753 0.00 0.131 2.84 0.85 1.00 0.0 3.88 11.03 0.00 599 0 109 17 126 12 205 11.52 5.555 7.813 0.00 0.227 2.51 0.85 1.00 0.0 9.25 23.21 0.00 980 0 227 31 258 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 11 195 11.40 4.808 7.813 0.00 0.183 2.65 0.85 1.00 0.0 8.55 22.70 0.00 950 0 220 41 261 10 185 11.28 7.980 7.813 0.00 0.200 2.60 0.85 1.00 0.0 11.27 29.25 0.00 1101 0 280 50 331 9 170 11.08 13.072 15.626 0.00 0.153 2.76 0.85 1.00 0.0 19.98 55.18 0.00 2122 0 520 148 668 8 150 10.79 14.473 15.626 0.00 0.132 2.84 0.85 1.00 0.0 21.15 60.02 0.00 2271 0 550 208 759 7 130 10.47 15.967 17.229 0.00 0.124 2.87 0.85 1.00 0.0 23.31 66.93 0.00 3212 0 596 212 807 6 110 10.11 17.562 18.831 0.00 0.118 2.89 0.85 1.00 0.0 25.57 74.00 0.00 3932 0 636 396 1032 5 90 9.69 22.443 18.831 0.00 0.118 2.89 0.85 1.00 0.0 29.72 85.95 0.00 4646 0 708 576 1283 4 70 9.19 27.899 22.037 0.00 0.128 2.86 0.85 1.00 0.0 36.18 103.30 0.00 6110 0 807 546 1353 3 50 8.56 30.270 22.037 0.00 0.121 2.88 0.85 1.00 0.0 38.19 109.96 0.00 6321 0 800 509 1309 2 30 7.69 32.656 23.639 0.00 0.119 2.89 0.85 1.00 0.0 41.12 118.73 0.00 7076 0 776 457 1233 1 10 6.65 43.897 23.639 0.00 0.132 2.84 0.85 1.00 0.0 50.61 143.69 0.00 8100 0 813 395 1208 47,420 0 10,627 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 EQUIVALENT LATERAL FORCE METHOD Spectral Response Acceleration for Short Period (SS):0.05 Spectral Response Acceleration at 1.0 Second Period (S1):0.03 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.00 Site Coefficient Fa:1.60 Site Coefficient Fv:2.40 Response Modification Coefficient (R):3.00 Design Spectral Response Acceleration at Short Period (Sds):0.05 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.04 Seismic Response Coefficient (Cs):0.03 Upper Limit CS:0.03 Lower Limit CS:0.03 Period based on Rayleigh Method (sec):0.87 Redundancy Factor (p):1.30 Seismic Force Distribution Exponent (k):1.19 Total Unfactored Dead Load:57.69 k Seismic Base Shear (E):2.25 k SEISMIC Load Case: 0.9D - 1.0Ev + 1.0Eh Seismic Section Height Above Base (ft) Weight (lb) WZ (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 13 215.00 599 350,954 0.028 62 533 12 205.00 980 542,333 0.043 96 871 11 195.00 950 495,788 0.039 88 845 10 185.00 1,101 539,534 0.042 95 979 9 170.00 2,122 940,572 0.074 166 1,887 8 150.00 2,271 867,622 0.068 153 2,019 7 130.00 3,212 1,035,813 0.081 183 2,857 6 110.00 3,932 1,039,829 0.082 184 3,497 5 90.00 4,646 968,404 0.076 171 4,132 4 70.00 6,110 945,148 0.074 167 5,434 3 50.00 6,321 655,836 0.052 116 5,621 2 30.00 7,076 400,448 0.031 71 6,293 1 10.00 8,100 124,489 0.010 22 7,204 Generic 20' Omni 220.00 110 66,216 0.005 12 98 Generic 12' Omni 220.00 40 24,079 0.002 4 36 Round Side Arm 218.00 300 178,643 0.014 32 267 Round Side Arm 215.00 150 87,865 0.007 16 133 RFS PA8-65AC w/ Radome 215.00 380 222,590 0.018 39 338 RFS PA8-65AC w/ Radome 207.00 380 212,797 0.017 38 338 Generic 20' Omni 206.00 55 30,623 0.002 5 49 Round Side Arm 196.00 150 78,729 0.006 14 133 Generic 6' Dish w/ Radome 196.00 250 131,214 0.010 23 222 RFS PA8-65AC w/ Radome 185.00 380 186,234 0.015 33 338 Generic 20' Omni 183.00 55 26,609 0.002 5 49 RFS PA8-65AC w/ Radome 177.00 380 176,717 0.014 31 338 Round Side Arm 173.00 150 67,890 0.005 12 133 Ericsson RRUS 8843 B2, B66A 165.00 72 30,807 0.002 5 64 Ericsson RRUS 4449 B5, B12 165.00 71 30,379 0.002 5 63 Raycap DC6-48-60-18-8C 165.00 16 6,846 0.000 1 14 Ericsson RRUS 32 (50.8 lbs) 165.00 51 21,736 0.002 4 45 KMW ET-X-UW-68-14-65-18-iR-AT 165.00 88 37,567 0.003 7 78 Kathrein Scala 80010965 165.00 98 41,760 0.003 7 87 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 21 of 40 Model Id : 58482 8/30/2021 14:23:17 Flat Light Sector Frame 165.00 660 282,396 0.022 50 587 Decibel DB225-F 156.00 54 21,617 0.002 4 48 Flat Side Arm 156.00 300 120,097 0.009 21 267 Decibel DB225-F 139.00 54 18,851 0.002 3 48 Flat Side Arm 139.00 300 104,730 0.008 18 267 Raycap RDIDC-9181-PF-48 130.00 22 7,061 0.001 1 19 Fujitsu TA08025-B604 130.00 192 61,812 0.005 11 170 Fujitsu TA08025-B605 130.00 225 72,549 0.006 13 200 JMA Wireless MX08FRO665-21 130.00 194 62,393 0.005 11 172 Generic Flat Light Sector Frame 130.00 1,200 386,930 0.030 68 1,067 Raycap DC6-48-60-18-8F 120.00 20 5,865 0.000 1 18 Ericsson RRUS 8843 B2, B66A 120.00 144 42,224 0.003 7 128 Ericsson RRUS 4449 B5, B12 120.00 142 41,638 0.003 7 126 Raycap DC6-48-60-18-8C 120.00 16 4,692 0.000 1 14 Ericsson RRUS 32 (50.8 lbs) 120.00 102 29,792 0.002 5 90 Commscope SBNHH-1D85A 120.00 190 55,772 0.004 10 169 Flat Light Sector Frame 120.00 1,320 387,058 0.030 68 1,174 Generic Round Sector Frame 101.00 900 215,087 0.017 38 800 Ericsson 8843 Rev 2 100.00 225 53,141 0.004 9 200 Ericsson Radio 4449 - B13&B5 100.00 210 49,598 0.004 9 187 Ericsson AIR 6449 B77D/ C-Band 100.00 245 57,817 0.004 10 218 Raycap RCMDC-6627-PF-48 100.00 64 15,116 0.001 3 57 JMA Wireless MX10FIT665-xx 100.00 320 75,672 0.006 13 285 Totals 57,693 12,737,979 1.000 2,250 51,309 SEISMIC Load Case: 1.2D + 1.0Ev + 1.0Eh Seismic Section Height Above Base (ft) Weight (lb) WZ (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 13 215.00 599 350,954 0.028 62 725 12 205.00 980 542,333 0.043 96 1,186 11 195.00 950 495,788 0.039 88 1,151 10 185.00 1,101 539,534 0.042 95 1,333 9 170.00 2,122 940,572 0.074 166 2,569 8 150.00 2,271 867,622 0.068 153 2,749 7 130.00 3,212 1,035,813 0.081 183 3,889 6 110.00 3,932 1,039,829 0.082 184 4,760 5 90.00 4,646 968,404 0.076 171 5,625 4 70.00 6,110 945,148 0.074 167 7,398 3 50.00 6,321 655,836 0.052 116 7,652 2 30.00 7,076 400,448 0.031 71 8,566 1 10.00 8,100 124,489 0.010 22 9,807 Generic 20' Omni 220.00 110 66,216 0.005 12 133 Generic 12' Omni 220.00 40 24,079 0.002 4 48 Round Side Arm 218.00 300 178,643 0.014 32 363 Round Side Arm 215.00 150 87,865 0.007 16 182 RFS PA8-65AC w/ Radome 215.00 380 222,590 0.018 39 460 RFS PA8-65AC w/ Radome 207.00 380 212,797 0.017 38 460 Generic 20' Omni 206.00 55 30,623 0.002 5 67 Round Side Arm 196.00 150 78,729 0.006 14 182 Generic 6' Dish w/ Radome 196.00 250 131,214 0.010 23 303 RFS PA8-65AC w/ Radome 185.00 380 186,234 0.015 33 460 Generic 20' Omni 183.00 55 26,609 0.002 5 67 RFS PA8-65AC w/ Radome 177.00 380 176,717 0.014 31 460 Round Side Arm 173.00 150 67,890 0.005 12 182 Ericsson RRUS 8843 B2, B66A 165.00 72 30,807 0.002 5 87 Ericsson RRUS 4449 B5, B12 165.00 71 30,379 0.002 5 86 Raycap DC6-48-60-18-8C 165.00 16 6,846 0.000 1 19 Ericsson RRUS 32 (50.8 lbs) 165.00 51 21,736 0.002 4 62 KMW ET-X-UW-68-14-65-18-iR-AT 165.00 88 37,567 0.003 7 106 Kathrein Scala 80010965 165.00 98 41,760 0.003 7 118 Flat Light Sector Frame 165.00 660 282,396 0.022 50 799 Decibel DB225-F 156.00 54 21,617 0.002 4 65 Flat Side Arm 156.00 300 120,097 0.009 21 363 Decibel DB225-F 139.00 54 18,851 0.002 3 65 Flat Side Arm 139.00 300 104,730 0.008 18 363 Raycap RDIDC-9181-PF-48 130.00 22 7,061 0.001 1 27 Fujitsu TA08025-B604 130.00 192 61,812 0.005 11 232 Fujitsu TA08025-B605 130.00 225 72,549 0.006 13 272 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 22 of 40 Model Id : 58482 8/30/2021 14:23:17 JMA Wireless MX08FRO665-21 130.00 194 62,393 0.005 11 234 Generic Flat Light Sector Frame 130.00 1,200 386,930 0.030 68 1,453 Raycap DC6-48-60-18-8F 120.00 20 5,865 0.000 1 24 Ericsson RRUS 8843 B2, B66A 120.00 144 42,224 0.003 7 174 Ericsson RRUS 4449 B5, B12 120.00 142 41,638 0.003 7 172 Raycap DC6-48-60-18-8C 120.00 16 4,692 0.000 1 19 Ericsson RRUS 32 (50.8 lbs) 120.00 102 29,792 0.002 5 123 Commscope SBNHH-1D85A 120.00 190 55,772 0.004 10 230 Flat Light Sector Frame 120.00 1,320 387,058 0.030 68 1,598 Generic Round Sector Frame 101.00 900 215,087 0.017 38 1,090 Ericsson 8843 Rev 2 100.00 225 53,141 0.004 9 272 Ericsson Radio 4449 - B13&B5 100.00 210 49,598 0.004 9 254 Ericsson AIR 6449 B77D/ C-Band 100.00 245 57,817 0.004 10 296 Raycap RCMDC-6627-PF-48 100.00 64 15,116 0.001 3 77 JMA Wireless MX10FIT665-xx 100.00 320 75,672 0.006 13 388 Totals 57,693 12,737,979 1.000 2,250 69,847 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 23 of 40 Model Id : 58482 8/30/2021 14:23:17 FORCE/STRESS SUMMARY Section 1 – Bolt Elevation 0.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip) Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 2.25"-552.08 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 627.40 0.00 0.00 0 0 87 User Input D SAE - 5X5X0.375 -18.94 1.2D + 1.0W N 27.392 50 50 50 166.01 36.0 37.49 55.22 52.20 1 1 50 Member Z Max Tension Member Pu (kip) Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 2.25"485.59 0.9D + 1.0W 60°50.0 65 679.90 0.00 0.00 0 0 71 User Input D SAE - 5X5X0.375 18.97 1.2D + 1.0W 90°36.0 58 101.72 55.22 31.97 32.80 1 1 59 Bolt Bear Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 449.63 0.9D + 1.0W 180°0.00 0 0 Bot Tension 499.48 0.9D + 1.0W 60°0.00 0 0 Bot Compression 567.66 1.2D + 1.0W N 0.00 0 0 Section 2 – Bolt Elevation 20.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip) Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 2.25"-498.11 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 512.40 0.00 0.00 0 0 97 User Input D SAE - 4X4X0.375 -19.16 1.2D + 1.0W 90° 25.541 50 50 50 196.72 36.0 21.15 55.22 52.20 1 1 90 Member Z Max Tension Member Pu (kip) Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 2.25"434.89 1.2D + 1.0W 60°50.0 65 536.80 0.00 0.00 0 0 81 User Input D SAE - 4X4X0.375 18.62 1.2D + 1.0W 90°36.0 58 77.25 55.22 31.97 24.64 1 1 75 Blk Shear Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 400.84 0.9D + 1.0W 180°0.00 0 0 Bot Tension 449.63 0.9D + 1.0W 180°523.32 86 6 1.25" A325 Section 3 – Bolt Elevation 40.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip) Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 2"-440.12 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 523.40 0.00 0.00 0 0 84 User Input D SAE - 4X4X0.375 -18.37 1.2D + 1.0W 90° 23.714 50 50 50 182.65 36.0 24.54 55.22 52.20 1 1 74 Member Z Max Tension Member Pu (kip) Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 2"386.52 1.2D + 1.0W 60°50.0 65 567.20 0.00 0.00 0 0 68 User Input D SAE - 4X4X0.375 17.83 1.2D + 1.0W 90°36.0 58 77.25 55.22 31.97 24.64 1 1 72 Blk Shear Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 350.81 0.9D + 1.0W 180°0.00 0 0 Bot Tension 400.84 0.9D + 1.0W 180°523.32 77 6 1.25" A325 Section 4 – Bolt Elevation 60.0 (ft) and Height 20.00 (ft) ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 FORCE/STRESS SUMMARY Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 2"-381.54 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 399.90 0.00 0.00 0 0 95 User Input D SAE - 4X4X0.375 -17.19 1.2D + 1.0W 90°21.917 50 50 50 168.80 36.0 28.73 55.22 52.20 1 1 59 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 2"339.68 0.9D + 1.0W 60°50.0 65 424.10 0.00 0.00 0 0 80 User Input D SAE - 4X4X0.375 16.77 1.2D + 1.0W 90°36.0 58 77.25 55.22 31.97 24.64 1 1 68 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 299.60 0.9D + 1.0W 180°0.00 0 0 Bot Tension 350.81 0.9D + 1.0W 180°523.32 67 6 1.25" A325 Section 5 – Bolt Elevation 80.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.75"-322.30 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 433.20 0.00 0.00 0 0 74 User Input D SAE - 3.5X3.5X0.3125 -16.02 1.2D + 1.0W 90°20.158 50 50 50 175.28 36.0 19.47 55.22 43.50 1 1 82 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.75"285.71 1.2D + 1.0W 60°50.0 65 467.80 0.00 0.00 0 0 61 User Input D SAE - 3.5X3.5X0.3125 15.55 1.2D + 1.0W 90°36.0 58 54.80 55.22 26.64 20.54 1 1 75 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 247.30 0.9D + 1.0W 180°0.00 0 0 Bot Tension 299.60 0.9D + 1.0W 180°327.10 92 6 1 A325 Section 6 – Bolt Elevation 100.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.75"-263.26 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 300.70 0.00 0.00 0 0 87 User Input D SAE - 3X3X0.3125 -13.66 1.2D + 1.0W 90°18.448 50 50 50 187.93 36.0 14.43 35.34 34.80 1 1 94 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.75"234.89 1.2D + 1.0W 60°50.0 65 324.70 0.00 0.00 0 0 72 User Input D SAE - 3X3X0.3125 13.30 1.2D + 1.0W 90°36.0 58 47.24 35.34 21.21 16.94 1 1 78 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 198.86 0.9D + 1.0W 180°0.00 0 0 Bot Tension 247.30 0.9D + 1.0W 180°327.10 76 6 1 A325 Section 7 – Bolt Elevation 120.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.5"-207.67 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 214.90 0.00 0.00 0 0 96 User Input D SAE - 3X3X0.3125 -12.09 1.2D + 1.0W 90°16.803 50 50 50 171.17 36.0 17.39 35.34 34.80 1 1 69 Member Z ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 FORCE/STRESS SUMMARY Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.5"186.76 1.2D + 1.0W 60°50.0 65 238.60 0.00 0.00 0 0 78 User Input D SAE - 3X3X0.3125 11.70 1.2D + 1.0W 90°36.0 58 47.24 35.34 21.21 16.94 1 1 69 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 154.57 0.9D + 1.0W 180°0.00 0 0 Bot Tension 198.86 0.9D + 1.0W 180°327.10 61 6 1 A325 Section 8 – Bolt Elevation 140.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.25"-157.36 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 265.60 0.00 0.00 0 0 59 User Input D SAE - 3X3X0.1875 -10.49 1.2D + 1.0W 90°15.243 50 50 50 153.45 36.0 13.25 35.34 20.88 1 1 79 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.25"143.28 1.2D + 1.0W 60°50.0 65 308.80 0.00 0.00 0 0 46 User Input D SAE - 3X3X0.1875 10.36 1.2D + 1.0W 90°36.0 58 29.06 35.34 12.72 10.16 1 1 101 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 107.71 0.9D + 1.0W 180°0.00 0 0 Bot Tension 154.57 0.9D + 1.0W 180°327.10 47 6 1 A325 Section 9 – Bolt Elevation 160.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.25"-105.97 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 142.50 0.00 0.00 0 0 74 User Input D SAE - 3X3X0.1875 -9.17 1.2D + 1.0W 90°13.796 50 50 50 138.89 36.0 16.17 35.34 20.88 1 1 56 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.25"96.82 1.2D + 1.0W 60°50.0 65 165.70 0.00 0.00 0 0 58 User Input D SAE - 3X3X0.1875 9.15 1.2D + 1.0W 90°36.0 58 29.06 35.34 12.72 10.16 1 1 89 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 62.41 0.9D + 1.0W 180°0.00 0 0 Bot Tension 107.71 0.9D + 1.0W 180°327.10 33 6 1 A325 Section 10 – Bolt Elevation 180.0 (ft) and Height 10.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.25"-57.39 1.2D + 1.0W N 10.017 50 50 50 0.00 0.0 142.50 0.00 0.00 0 0 40 User Input H SAE - 2.5X2.5X0.1875 -1.76 1.2D + 1.0W N 7 100 100 100 169.70 36.0 8.97 35.34 20.88 1 1 19 Member Z D SAE - 2.5X2.5X0.1875 -7.06 1.2D + 1.0W N 12.503 50 50 50 151.56 36.0 11.24 35.34 20.88 1 1 62 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 12B - 12"BD 1.25"52.39 1.2D + 1.0W 60°50.0 65 165.70 0.00 0.00 0 0 31 User Input H SAE - 2.5X2.5X0.1875 1.90 1.2D + 1.0W 60°36.0 58 22.93 35.34 12.72 9.14 1 1 20 Blk Shear ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 26 of 40 Model Id : 58482 8/30/2021 14:23:17 FORCE/STRESS SUMMARY D SAE - 2.5X2.5X0.1875 6.60 1.2D + 1.0W 60°36.0 58 22.93 35.34 12.72 9.14 1 1 72 Blk Shear Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 45.28 0.9D + 1.0W 180°0.00 0 0 Bot Tension 62.41 0.9D + 1.0W 180°327.10 19 6 1 A325 Section 11 – Bolt Elevation 190.0 (ft) and Height 10.00 (ft) Max Compression Pu (kip) Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 1.25"-38.47 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 142.50 0.00 0.00 0 0 26 User Input D SAE - 2.5X2.5X0.1875 -6.89 1.2D + 1.0W 90° 11.93 50 50 50 144.61 36.0 12.35 35.34 20.88 1 1 55 Member Z Max Tension Member Pu (kip) Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 1.25"34.80 1.2D + 1.0W 60°50.0 65 165.70 0.00 0.00 0 0 21 User Input D SAE - 2.5X2.5X0.1875 6.79 1.2D + 1.0W 90°36.0 58 22.93 35.34 12.72 9.14 1 1 74 Blk Shear Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 25.98 0.9D + 1.0W 180°0.00 0 0 Bot Tension 45.28 0.9D + 1.0W 180°0.00 0 0 Section 12 – Bolt Elevation 200.0 (ft) and Height 10.00 (ft) Max Compression Pu (kip) Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 1.25"-18.59 1.2D + 1.0W N 10.017 100 100 100 0.00 0.0 142.50 0.00 0.00 0 0 13 User Input H SAE - 2.5X2.5X0.1875 -0.95 1.2D + 1.0W 60°5 100 100 100 121.21 36.0 17.47 35.34 20.88 1 1 5 Member Z D SAE - 2.5X2.5X0.1875 -6.44 1.2D + 1.0W 90° 11.416 50 50 50 138.38 36.0 13.48 35.34 20.88 1 1 47 Member Z Max Tension Member Pu (kip) Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use % Controls L 12B - 12"BD 1.25"16.59 0.9D + 1.0W 60°50.0 65 165.70 0.00 0.00 0 0 10 User Input H SAE - 2.5X2.5X0.1875 0.93 1.2D + 1.0W N 36.0 58 22.93 35.34 12.72 9.14 1 1 10 Blk Shear D SAE - 2.5X2.5X0.1875 6.37 1.2D + 1.0W 90°36.0 58 22.93 35.34 12.72 9.14 1 1 69 Blk Shear Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 7.08 0.9D + 1.0W 180°0.00 0 0 Bot Tension 25.98 0.9D + 1.0W 180°327.10 8 6 1 A325 Section 13 – Bolt Elevation 210.0 (ft) and Height 10.00 (ft) Max Compression Pu (kip) Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use % Controls L SOL - 1 3/4" SOLID -8.64 1.2D + 1.0W N 0.375 100 100 100 10.29 50.0 107.40 0.00 0.00 0 0 8 Member X H SOL - 7/8" SOLID -0.44 1.2D + 1.0W 60°5 100 100 100 178.33 50.0 4.27 0.00 0.00 0 0 10 Member X D SOL - 7/8" SOLID -2.20 1.2D + 1.0W 90° 5.509 50 50 50 136.02 50.0 7.34 0.00 0.00 0 0 29 Member X Max Tension Member Pu (kip) Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use % Controls L SOL - 1 3/4" SOLID 7.63 0.9D + 1.0W 60°50.0 65 108.24 0.00 0.00 0 0 7 Member H SOL - 7/8" SOLID 0.44 1.2D + 1.0W N 50.0 65 27.06 0.00 0.00 0.00 0 0 1 Member D SOL - 7/8" SOLID 2.19 1.2D + 1.0W 90°50.0 65 27.06 0.00 0.00 0.00 0 0 8 Member ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 27 of 40 Model Id : 58482 8/30/2021 14:23:17 FORCE/STRESS SUMMARY Max Splice Forces Pu (kip) Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Bot Tension 7.08 0.9D + 1.0W 180°327.10 2 6 1 A325 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 28 of 40 Model Id : 58482 8/30/2021 14:23:17 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 1.2D + 1.0W Normal 15.01 0.00 0 1 0.00 566.02 -64.70 15.01 0.00 120 1a 22.99 -248.39 -20.37 15.01 0.00 240 1b -22.99 -248.39 -20.37 1.2D + 1.0W 60° 15.01 0.00 0 1 -5.36 280.10 -31.22 15.01 0.00 120 1a -29.71 280.10 10.97 15.01 0.00 240 1b -50.09 -490.97 -28.92 1.2D + 1.0W 90° 15.01 0.00 0 1 -6.46 23.09 -1.64 15.01 0.00 120 1a -48.04 474.50 24.12 15.01 0.00 240 1b -45.60 -428.36 -22.48 1.2D + 1.0W 120° 15.01 0.00 0 1 -6.13 -248.38 30.08 15.01 0.00 120 1a -56.01 565.99 32.34 15.01 0.00 240 1b -29.11 -248.38 -9.73 1.2D + 1.0W 180° 15.01 0.00 0 1 0.00 -490.97 57.84 15.01 0.00 120 1a -24.36 280.10 20.25 15.01 0.00 240 1b 24.36 280.10 20.25 1.2D + 1.0W 210° 15.01 0.00 0 1 3.33 -428.35 50.73 15.01 0.00 120 1a 1.81 23.09 6.42 15.01 0.00 240 1b 44.91 474.50 29.54 1.2D + 1.0W 240° 15.01 0.00 0 1 6.13 -248.38 30.08 15.01 0.00 120 1a 29.11 -248.38 -9.73 15.01 0.00 240 1b 56.01 565.99 32.34 1.2D + 1.0W 300° 15.01 0.00 0 1 5.36 280.10 -31.22 15.01 0.00 120 1a 50.09 -490.97 -28.92 15.01 0.00 240 1b 29.71 280.10 10.97 1.2D + 1.0W 330° 15.01 0.00 0 1 3.13 474.50 -53.66 15.01 0.00 120 1a 42.27 -428.36 -28.25 15.01 0.00 240 1b 4.65 23.09 -4.78 0.9D + 1.0W Normal 15.01 0.00 0 1 0.00 559.63 -64.23 15.01 0.00 120 1a 23.35 -253.85 -20.57 15.01 0.00 240 1b -23.35 -253.85 -20.57 0.9D + 1.0W 60° 15.01 0.00 0 1 -5.37 274.05 -30.78 15.01 0.00 120 1a -29.34 274.05 10.74 15.01 0.00 240 1b -50.46 -496.18 -29.13 0.9D + 1.0W 90° 15.01 0.00 0 1 -6.47 17.32 -1.21 15.01 0.00 120 1a -47.66 468.23 23.90 15.01 0.00 240 1b -45.97 -433.63 -22.69 0.9D + 1.0W 120° 15.01 0.00 0 1 -6.14 -253.85 30.50 15.01 0.00 120 1a -55.63 559.63 32.12 15.01 0.00 240 1b -29.49 -253.85 -9.94 0.9D + 1.0W 180° 15.01 0.00 0 1 0.00 -496.18 58.26 15.01 0.00 120 1a -23.97 274.05 20.04 15.01 0.00 240 1b 23.97 274.05 20.04 0.9D + 1.0W 210° 15.01 0.00 0 1 3.33 -433.63 51.15 15.01 0.00 120 1a 2.19 17.32 6.21 15.01 0.00 240 1b 44.52 468.23 29.33 0.9D + 1.0W 240° 15.01 0.00 0 1 6.14 -253.85 30.50 15.01 0.00 120 1a 29.49 -253.85 -9.94 15.01 0.00 240 1b 55.63 559.63 32.12 0.9D + 1.0W 300° 15.01 0.00 0 1 5.37 274.05 -30.78 15.01 0.00 120 1a 50.46 -496.18 -29.13 15.01 0.00 240 1b 29.34 274.05 10.74 0.9D + 1.0W 330° 15.01 0.00 0 1 3.13 468.23 -53.22 15.01 0.00 120 1a 42.63 -433.63 -28.47 15.01 0.00 240 1b 4.28 17.32 -5.00 1.2D + 1.0Di + 1.0Wi Normal 15.01 0.00 0 1 0.00 43.91 4.31 15.01 0.00 120 1a 6.80 12.66 -4.20 15.01 0.00 240 1b -6.80 12.66 -4.20 1.2D + 1.0Di + 1.0Wi 60° 15.01 0.00 0 1 -0.22 32.97 5.61 15.01 0.00 120 1a 4.75 32.97 -2.99 15.01 0.00 240 1b -7.86 3.29 -4.54 1.2D + 1.0Di + 1.0Wi 90° 15.01 0.00 0 1 -0.26 23.08 6.76 15.01 0.00 120 1a 4.03 40.44 -2.48 15.01 0.00 240 1b -7.68 5.72 -4.29 1.2D + 1.0Di + 1.0Wi 120° 15.01 0.00 0 1 -0.24 12.66 7.99 15.01 0.00 120 1a 3.73 43.91 -2.15 15.01 0.00 240 1b -7.04 12.66 -3.79 1.2D + 1.0Di + 1.0Wi 180° 15.01 0.00 0 1 0.00 3.29 9.07 15.01 0.00 120 1a 4.97 32.97 -2.62 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 29 of 40 Model Id : 58482 8/30/2021 14:23:17 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 15.01 0.00 240 1b -4.97 32.97 -2.62 1.2D + 1.0Di + 1.0Wi 210° 15.01 0.00 0 1 0.13 5.72 8.80 15.01 0.00 120 1a 5.99 23.08 -3.16 15.01 0.00 240 1b -4.16 40.44 -2.26 1.2D + 1.0Di + 1.0Wi 240° 15.01 0.00 0 1 0.24 12.66 7.99 15.01 0.00 120 1a 7.04 12.66 -3.79 15.01 0.00 240 1b -3.73 43.91 -2.15 1.2D + 1.0Di + 1.0Wi 300° 15.01 0.00 0 1 0.22 32.97 5.61 15.01 0.00 120 1a 7.86 3.29 -4.54 15.01 0.00 240 1b -4.75 32.97 -2.99 1.2D + 1.0Di + 1.0Wi 330° 15.01 0.00 0 1 0.13 40.44 4.73 15.01 0.00 120 1a 7.55 5.72 -4.51 15.01 0.00 240 1b -5.73 23.08 -3.60 1.2D + 1.0Ev + 1.0Eh Normal 15.01 0.00 0 1 0.00 35.97 -3.14 15.01 0.00 120 1a -0.94 15.31 0.46 15.01 0.00 240 1b 0.94 15.31 0.46 1.2D + 1.0Ev + 1.0Eh 60° 15.01 0.00 0 1 -0.07 29.08 -2.44 15.01 0.00 120 1a -2.15 29.08 1.16 15.01 0.00 240 1b 0.30 8.42 0.17 1.2D + 1.0Ev + 1.0Eh 90° 15.01 0.00 0 1 -0.08 22.19 -1.75 15.01 0.00 120 1a -2.58 34.12 1.44 15.01 0.00 240 1b 0.44 10.26 0.31 1.2D + 1.0Ev + 1.0Eh 120° 15.01 0.00 0 1 -0.07 15.31 -1.05 15.01 0.00 120 1a -2.72 35.97 1.57 15.01 0.00 240 1b 0.87 15.31 0.59 1.2D + 1.0Ev + 1.0Eh 180° 15.01 0.00 0 1 0.00 8.42 -0.35 15.01 0.00 120 1a -2.08 29.08 1.29 15.01 0.00 240 1b 2.08 29.08 1.29 1.2D + 1.0Ev + 1.0Eh 210° 15.01 0.00 0 1 0.04 10.26 -0.54 15.01 0.00 120 1a -1.47 22.19 0.95 15.01 0.00 240 1b 2.54 34.12 1.51 1.2D + 1.0Ev + 1.0Eh 240° 15.01 0.00 0 1 0.07 15.31 -1.05 15.01 0.00 120 1a -0.87 15.31 0.59 15.01 0.00 240 1b 2.72 35.97 1.57 1.2D + 1.0Ev + 1.0Eh 300° 15.01 0.00 0 1 0.07 29.08 -2.44 15.01 0.00 120 1a -0.30 8.42 0.17 15.01 0.00 240 1b 2.15 29.08 1.16 1.2D + 1.0Ev + 1.0Eh 330° 15.01 0.00 0 1 0.04 34.12 -2.95 15.01 0.00 120 1a -0.49 10.26 0.23 15.01 0.00 240 1b 1.55 22.19 0.80 0.9D - 1.0Ev + 1.0Eh Normal 15.01 0.00 0 1 0.00 30.06 -2.68 15.01 0.00 120 1a -0.54 9.42 0.23 15.01 0.00 240 1b 0.54 9.42 0.23 0.9D - 1.0Ev + 1.0Eh 60° 15.01 0.00 0 1 -0.07 23.18 -1.98 15.01 0.00 120 1a -1.75 23.18 0.93 15.01 0.00 240 1b -0.10 2.54 -0.06 0.9D - 1.0Ev + 1.0Eh 90° 15.01 0.00 0 1 -0.08 16.30 -1.28 15.01 0.00 120 1a -2.18 28.22 1.21 15.01 0.00 240 1b 0.04 4.39 0.07 0.9D - 1.0Ev + 1.0Eh 120° 15.01 0.00 0 1 -0.07 9.42 -0.58 15.01 0.00 120 1a -2.32 30.06 1.34 15.01 0.00 240 1b 0.47 9.42 0.36 0.9D - 1.0Ev + 1.0Eh 180° 15.01 0.00 0 1 0.00 2.54 0.11 15.01 0.00 120 1a -1.68 23.18 1.05 15.01 0.00 240 1b 1.68 23.18 1.05 0.9D - 1.0Ev + 1.0Eh 210° 15.01 0.00 0 1 0.04 4.39 -0.07 15.01 0.00 120 1a -1.07 16.30 0.71 15.01 0.00 240 1b 2.14 28.22 1.28 0.9D - 1.0Ev + 1.0Eh 240° 15.01 0.00 0 1 0.07 9.42 -0.58 15.01 0.00 120 1a -0.47 9.42 0.36 15.01 0.00 240 1b 2.32 30.06 1.34 0.9D - 1.0Ev + 1.0Eh 300° 15.01 0.00 0 1 0.07 23.18 -1.98 15.01 0.00 120 1a 0.10 2.54 -0.06 15.01 0.00 240 1b 1.75 23.18 0.93 0.9D - 1.0Ev + 1.0Eh 330° 15.01 0.00 0 1 0.04 28.22 -2.49 15.01 0.00 120 1a -0.09 4.39 0.00 15.01 0.00 240 1b 1.15 16.30 0.57 1.0D + 1.0W Service Normal 15.01 0.00 0 1 0.00 101.46 -11.07 15.01 0.00 120 1a 2.46 -21.89 -2.49 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 15.01 0.00 240 1b -2.46 -21.89 -2.49 1.0D + 1.0W Service 60° 15.01 0.00 0 1 -0.84 58.24 -5.96 15.01 0.00 120 1a -5.58 58.24 2.25 15.01 0.00 240 1b -6.59 -58.79 -3.80 1.0D + 1.0W Service 90° 15.01 0.00 0 1 -1.00 19.23 -1.44 15.01 0.00 120 1a -8.38 87.71 4.27 15.01 0.00 240 1b -5.90 -49.25 -2.83 1.0D + 1.0W Service 120° 15.01 0.00 0 1 -0.93 -21.88 3.38 15.01 0.00 120 1a -9.58 101.46 5.53 15.01 0.00 240 1b -3.39 -21.89 -0.88 1.0D + 1.0W Service 180° 15.01 0.00 0 1 0.00 -58.79 7.61 15.01 0.00 120 1a -4.74 58.24 3.71 15.01 0.00 240 1b 4.74 58.24 3.71 1.0D + 1.0W Service 210° 15.01 0.00 0 1 0.50 -49.25 6.52 15.01 0.00 120 1a -0.75 19.23 1.58 15.01 0.00 240 1b 7.89 87.71 5.13 1.0D + 1.0W Service 240° 15.01 0.00 0 1 0.93 -21.88 3.38 15.01 0.00 120 1a 3.39 -21.89 -0.88 15.01 0.00 240 1b 9.58 101.46 5.53 1.0D + 1.0W Service 300° 15.01 0.00 0 1 0.84 58.24 -5.96 15.01 0.00 120 1a 6.59 -58.79 -3.80 15.01 0.00 240 1b 5.58 58.24 2.25 1.0D + 1.0W Service 330° 15.01 0.00 0 1 0.50 87.71 -9.39 15.01 0.00 120 1a 5.40 -49.25 -3.70 15.01 0.00 240 1b 1.75 19.23 -0.14 Max Uplift:496.18 (kip)Moment Ice:469.01 (kip-ft)Moment:12225.23 (kip-ft) Max Down: 566.02 (kip)Total Down Ice: 69.23 (kip)Total Down: 69.23 (kip) Max Shear: 64.7 (kip)Total Shear Ice: 4.1 (kip)Total Shear:105.43(kip) 1.2D + 1.0W Normal ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 31 of 40 Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W Normal 157 mph wind with no ice 100.00 0.5985 0.0326 0.6951 0.6958 1.2D + 1.0W Normal 157 mph wind with no ice 120.00 0.8674 0.0387 0.8347 0.8347 1.2D + 1.0W Normal 157 mph wind with no ice 130.00 1.0221 0.0429 0.9287 0.9297 1.2D + 1.0W Normal 157 mph wind with no ice 140.00 1.192 0.0462 1.0152 1.0152 1.2D + 1.0W Normal 157 mph wind with no ice 160.00 1.5932 0.0565 1.2594 1.2607 1.2D + 1.0W Normal 157 mph wind with no ice 170.00 1.8217 0.0595 1.3544 1.3544 1.2D + 1.0W Normal 157 mph wind with no ice 180.00 2.065 0.0637 1.4459 1.4473 1.2D + 1.0W Normal 157 mph wind with no ice 200.00 2.588 0.0655 1.5477 1.5477 1.2D + 1.0W Normal 157 mph wind with no ice 210.00 2.862 0.0669 1.5922 1.5936 1.2D + 1.0W Normal 157 mph wind with no ice 215.00 2.9994 0.0667 1.5744 1.5744 1.2D + 1.0W Normal 157 mph wind with no ice 217.31 3.0619 0.0665 1.5419 1.5419 1.2D + 1.0W Normal 157 mph wind with no ice 220.00 3.1357 0.0669 1.6510 1.6523 1.2D + 1.0W 60° 157 mph wind with no ice 100.00 0.5699 0.0309 0.6630 0.6637 1.2D + 1.0W 60° 157 mph wind with no ice 120.00 0.827 0.0368 0.7975 0.7975 1.2D + 1.0W 60° 157 mph wind with no ice 130.00 0.9751 0.0408 0.8880 0.8889 1.2D + 1.0W 60° 157 mph wind with no ice 140.00 1.138 0.0440 0.9720 0.972 1.2D + 1.0W 60° 157 mph wind with no ice 160.00 1.5229 0.0536 1.2083 1.2095 1.2D + 1.0W 60° 157 mph wind with no ice 170.00 1.7426 0.0566 1.3004 1.3004 1.2D + 1.0W 60° 157 mph wind with no ice 180.00 1.9763 0.0601 1.3905 1.3918 1.2D + 1.0W 60° 157 mph wind with no ice 200.00 2.4794 -0.0624 1.4906 1.4906 1.2D + 1.0W 60° 157 mph wind with no ice 210.00 2.7419 0.0634 1.5344 1.5357 1.2D + 1.0W 60° 157 mph wind with no ice 215.00 2.8741 0.0636 1.5185 1.5185 1.2D + 1.0W 60° 157 mph wind with no ice 217.31 2.935 0.0637 1.4857 1.4857 1.2D + 1.0W 60° 157 mph wind with no ice 220.00 3.0058 0.0634 1.5947 1.5959 1.2D + 1.0W 90° 157 mph wind with no ice 100.00 0.5762 -0.0362 0.6726 0.6735 1.2D + 1.0W 90° 157 mph wind with no ice 120.00 0.8361 -0.0431 0.8062 0.8065 1.2D + 1.0W 90° 157 mph wind with no ice 130.00 0.9856 -0.0477 0.8982 0.8995 1.2D + 1.0W 90° 157 mph wind with no ice 140.00 1.1503 -0.0514 0.9807 0.981 1.2D + 1.0W 90° 157 mph wind with no ice 160.00 1.5395 -0.0628 1.2226 1.2242 1.2D + 1.0W 90° 157 mph wind with no ice 170.00 1.7608 -0.0662 1.3124 1.3128 1.2D + 1.0W 90° 157 mph wind with no ice 180.00 1.9976 -0.0706 1.4099 1.4117 1.2D + 1.0W 90° 157 mph wind with no ice 200.00 2.5054 -0.0730 1.5038 1.5043 1.2D + 1.0W 90° 157 mph wind with no ice 210.00 2.771 -0.0743 1.5518 1.5536 1.2D + 1.0W 90° 157 mph wind with no ice 215.00 2.9045 -0.0743 1.5314 1.5319 1.2D + 1.0W 90° 157 mph wind with no ice 217.31 2.9657 -0.0743 1.4964 1.4968 1.2D + 1.0W 90° 157 mph wind with no ice 220.00 3.0373 -0.0743 1.6136 1.6153 1.2D + 1.0W 120° 157 mph wind with no ice 100.00 0.5985 0.0326 0.6951 0.6958 1.2D + 1.0W 120° 157 mph wind with no ice 120.00 0.8674 0.0387 0.8347 0.8347 1.2D + 1.0W 120° 157 mph wind with no ice 130.00 1.0221 -0.0430 0.9287 0.9297 1.2D + 1.0W 120° 157 mph wind with no ice 140.00 1.192 0.0462 1.0152 1.0152 1.2D + 1.0W 120° 157 mph wind with no ice 160.00 1.5932 0.0565 1.2594 1.2607 1.2D + 1.0W 120° 157 mph wind with no ice 170.00 1.8217 0.0595 1.3544 1.3544 1.2D + 1.0W 120° 157 mph wind with no ice 180.00 2.065 0.0637 1.4459 1.4473 1.2D + 1.0W 120° 157 mph wind with no ice 200.00 2.588 0.0655 1.5477 1.5477 1.2D + 1.0W 120° 157 mph wind with no ice 210.00 2.862 0.0669 1.5922 1.5936 1.2D + 1.0W 120° 157 mph wind with no ice 215.00 2.9994 0.0667 1.5743 1.5743 1.2D + 1.0W 120° 157 mph wind with no ice 217.31 3.0619 0.0665 1.5418 1.5418 1.2D + 1.0W 120° 157 mph wind with no ice 220.00 3.1357 0.0669 1.6509 1.6523 1.2D + 1.0W 180° 157 mph wind with no ice 100.00 0.5699 0.0309 0.6630 0.6637 1.2D + 1.0W 180° 157 mph wind with no ice 120.00 0.827 0.0368 0.7975 0.7975 1.2D + 1.0W 180° 157 mph wind with no ice 130.00 0.9751 0.0408 0.8880 0.8889 1.2D + 1.0W 180° 157 mph wind with no ice 140.00 1.1379 0.0440 0.9720 0.972 1.2D + 1.0W 180° 157 mph wind with no ice 160.00 1.5229 0.0536 1.2083 1.2095 1.2D + 1.0W 180° 157 mph wind with no ice 170.00 1.7425 0.0566 1.3004 1.3004 1.2D + 1.0W 180° 157 mph wind with no ice 180.00 1.9763 0.0601 1.3905 1.3918 1.2D + 1.0W 180° 157 mph wind with no ice 200.00 2.4794 0.0623 1.4906 1.4906 1.2D + 1.0W 180° 157 mph wind with no ice 210.00 2.7419 0.0634 1.5344 1.5357 1.2D + 1.0W 180° 157 mph wind with no ice 215.00 2.8741 0.0636 1.5186 1.5186 1.2D + 1.0W 180° 157 mph wind with no ice 217.31 2.935 0.0637 1.4858 1.4858 1.2D + 1.0W 180° 157 mph wind with no ice 220.00 3.0058 0.0634 1.5947 1.596 1.2D + 1.0W 210° 157 mph wind with no ice 100.00 0.5761 -0.0362 0.6726 0.6735 1.2D + 1.0W 210° 157 mph wind with no ice 120.00 0.8361 -0.0431 0.8062 0.8065 1.2D + 1.0W 210° 157 mph wind with no ice 130.00 0.9856 -0.0477 0.8982 0.8995 1.2D + 1.0W 210° 157 mph wind with no ice 140.00 1.1503 -0.0514 0.9806 0.981 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 32 of 40 Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W 210° 157 mph wind with no ice 160.00 1.5395 -0.0628 1.2226 1.2242 1.2D + 1.0W 210° 157 mph wind with no ice 170.00 1.7608 -0.0662 1.3123 1.3128 1.2D + 1.0W 210° 157 mph wind with no ice 180.00 1.9975 -0.0706 1.4099 1.4117 1.2D + 1.0W 210° 157 mph wind with no ice 200.00 2.5054 -0.0730 1.5038 1.5043 1.2D + 1.0W 210° 157 mph wind with no ice 210.00 2.771 -0.0743 1.5518 1.5536 1.2D + 1.0W 210° 157 mph wind with no ice 215.00 2.9045 -0.0743 1.5313 1.5318 1.2D + 1.0W 210° 157 mph wind with no ice 217.31 2.9657 -0.0743 1.4963 1.4967 1.2D + 1.0W 210° 157 mph wind with no ice 220.00 3.0372 -0.0743 1.6135 1.6152 1.2D + 1.0W 240° 157 mph wind with no ice 100.00 0.5985 0.0326 0.6951 0.6958 1.2D + 1.0W 240° 157 mph wind with no ice 120.00 0.8674 0.0387 0.8347 0.8347 1.2D + 1.0W 240° 157 mph wind with no ice 130.00 1.0221 0.0430 0.9287 0.9297 1.2D + 1.0W 240° 157 mph wind with no ice 140.00 1.192 0.0462 1.0152 1.0152 1.2D + 1.0W 240° 157 mph wind with no ice 160.00 1.5932 0.0565 1.2594 1.2607 1.2D + 1.0W 240° 157 mph wind with no ice 170.00 1.8217 0.0595 1.3544 1.3544 1.2D + 1.0W 240° 157 mph wind with no ice 180.00 2.065 0.0637 1.4459 1.4473 1.2D + 1.0W 240° 157 mph wind with no ice 200.00 2.588 0.0655 1.5477 1.5477 1.2D + 1.0W 240° 157 mph wind with no ice 210.00 2.862 0.0669 1.5922 1.5936 1.2D + 1.0W 240° 157 mph wind with no ice 215.00 2.9994 0.0667 1.5743 1.5743 1.2D + 1.0W 240° 157 mph wind with no ice 217.31 3.0619 0.0665 1.5418 1.5418 1.2D + 1.0W 240° 157 mph wind with no ice 220.00 3.1357 0.0669 1.6509 1.6523 1.2D + 1.0W 300° 157 mph wind with no ice 100.00 0.5699 0.0309 0.6630 0.6637 1.2D + 1.0W 300° 157 mph wind with no ice 120.00 0.827 0.0368 0.7975 0.7975 1.2D + 1.0W 300° 157 mph wind with no ice 130.00 0.9751 0.0408 0.8880 0.8889 1.2D + 1.0W 300° 157 mph wind with no ice 140.00 1.138 0.0440 0.9720 0.972 1.2D + 1.0W 300° 157 mph wind with no ice 160.00 1.5229 0.0536 1.2083 1.2095 1.2D + 1.0W 300° 157 mph wind with no ice 170.00 1.7426 0.0566 1.3004 1.3004 1.2D + 1.0W 300° 157 mph wind with no ice 180.00 1.9763 0.0601 1.3905 1.3918 1.2D + 1.0W 300° 157 mph wind with no ice 200.00 2.4794 0.0624 1.4906 1.4906 1.2D + 1.0W 300° 157 mph wind with no ice 210.00 2.7419 0.0634 1.5344 1.5357 1.2D + 1.0W 300° 157 mph wind with no ice 215.00 2.8741 0.0636 1.5185 1.5185 1.2D + 1.0W 300° 157 mph wind with no ice 217.31 2.935 0.0637 1.4857 1.4857 1.2D + 1.0W 300° 157 mph wind with no ice 220.00 3.0058 0.0634 1.5947 1.5959 1.2D + 1.0W 330° 157 mph wind with no ice 100.00 0.5762 -0.0362 0.6726 0.6735 1.2D + 1.0W 330° 157 mph wind with no ice 120.00 0.8361 -0.0431 0.8062 0.8065 1.2D + 1.0W 330° 157 mph wind with no ice 130.00 0.9856 -0.0477 0.8982 0.8995 1.2D + 1.0W 330° 157 mph wind with no ice 140.00 1.1503 -0.0514 0.9807 0.981 1.2D + 1.0W 330° 157 mph wind with no ice 160.00 1.5395 -0.0628 1.2226 1.2242 1.2D + 1.0W 330° 157 mph wind with no ice 170.00 1.7608 -0.0662 1.3124 1.3128 1.2D + 1.0W 330° 157 mph wind with no ice 180.00 1.9975 -0.0706 1.4099 1.4117 1.2D + 1.0W 330° 157 mph wind with no ice 200.00 2.5054 -0.0730 1.5038 1.5043 1.2D + 1.0W 330° 157 mph wind with no ice 210.00 2.771 -0.0743 1.5518 1.5536 1.2D + 1.0W 330° 157 mph wind with no ice 215.00 2.9045 -0.0743 1.5313 1.5318 1.2D + 1.0W 330° 157 mph wind with no ice 217.31 2.9657 -0.0743 1.4963 1.4967 1.2D + 1.0W 330° 157 mph wind with no ice 220.00 3.0372 -0.0743 1.6135 1.6152 0.9D + 1.0W Normal 157 mph wind with no ice 100.00 0.5977 0.0326 0.6940 0.6947 0.9D + 1.0W Normal 157 mph wind with no ice 120.00 0.8661 0.0387 0.8334 0.8334 0.9D + 1.0W Normal 157 mph wind with no ice 130.00 1.0206 0.0429 0.9271 0.9281 0.9D + 1.0W Normal 157 mph wind with no ice 140.00 1.1902 0.0461 1.0135 1.0135 0.9D + 1.0W Normal 157 mph wind with no ice 160.00 1.5907 0.0564 1.2571 1.2583 0.9D + 1.0W Normal 157 mph wind with no ice 170.00 1.8189 0.0594 1.3518 1.3518 0.9D + 1.0W Normal 157 mph wind with no ice 180.00 2.0617 0.0636 1.4431 1.4445 0.9D + 1.0W Normal 157 mph wind with no ice 200.00 2.5837 0.0654 1.5447 1.5447 0.9D + 1.0W Normal 157 mph wind with no ice 210.00 2.8573 0.0668 1.5889 1.5903 0.9D + 1.0W Normal 157 mph wind with no ice 215.00 2.9943 0.0665 1.5715 1.5715 0.9D + 1.0W Normal 157 mph wind with no ice 217.31 3.0567 0.0664 1.5390 1.539 0.9D + 1.0W Normal 157 mph wind with no ice 220.00 3.1304 0.0668 1.6479 1.6492 0.9D + 1.0W 60° 157 mph wind with no ice 100.00 0.5692 -0.0309 0.6620 0.6628 0.9D + 1.0W 60° 157 mph wind with no ice 120.00 0.8259 -0.0368 0.7962 0.7962 0.9D + 1.0W 60° 157 mph wind with no ice 130.00 0.9737 0.0407 0.8866 0.8875 0.9D + 1.0W 60° 157 mph wind with no ice 140.00 1.1363 0.0439 0.9704 0.9704 0.9D + 1.0W 60° 157 mph wind with no ice 160.00 1.5207 0.0535 1.2062 1.2074 0.9D + 1.0W 60° 157 mph wind with no ice 170.00 1.7399 0.0565 1.2982 1.2982 0.9D + 1.0W 60° 157 mph wind with no ice 180.00 1.9732 0.0600 1.3880 1.3893 0.9D + 1.0W 60° 157 mph wind with no ice 200.00 2.4754 0.0622 1.4879 1.4879 0.9D + 1.0W 60° 157 mph wind with no ice 210.00 2.7373 0.0633 1.5317 1.533 0.9D + 1.0W 60° 157 mph wind with no ice 215.00 2.8693 0.0635 1.5156 1.5156 0.9D + 1.0W 60° 157 mph wind with no ice 217.31 2.93 0.0636 1.4829 1.4829 0.9D + 1.0W 60° 157 mph wind with no ice 220.00 3.0007 0.0633 1.5917 1.593 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 0.9D + 1.0W 90° 157 mph wind with no ice 100.00 0.5754 -0.0361 0.6715 0.6725 0.9D + 1.0W 90° 157 mph wind with no ice 120.00 0.8349 -0.0430 0.8049 0.8052 0.9D + 1.0W 90° 157 mph wind with no ice 130.00 0.9843 -0.0477 0.8967 0.898 0.9D + 1.0W 90° 157 mph wind with no ice 140.00 1.1486 -0.0513 0.9790 0.9793 0.9D + 1.0W 90° 157 mph wind with no ice 160.00 1.5372 -0.0627 1.2204 1.222 0.9D + 1.0W 90° 157 mph wind with no ice 170.00 1.7581 -0.0661 1.3099 1.3103 0.9D + 1.0W 90° 157 mph wind with no ice 180.00 1.9944 -0.0705 1.4073 1.409 0.9D + 1.0W 90° 157 mph wind with no ice 200.00 2.5013 -0.0728 1.5009 1.5014 0.9D + 1.0W 90° 157 mph wind with no ice 210.00 2.7664 -0.0742 1.5489 1.5507 0.9D + 1.0W 90° 157 mph wind with no ice 215.00 2.8996 -0.0742 1.5285 1.5289 0.9D + 1.0W 90° 157 mph wind with no ice 217.31 2.9607 -0.0742 1.4935 1.494 0.9D + 1.0W 90° 157 mph wind with no ice 220.00 3.0321 -0.0742 1.6106 1.6123 0.9D + 1.0W 120° 157 mph wind with no ice 100.00 0.5977 0.0326 0.6940 0.6947 0.9D + 1.0W 120° 157 mph wind with no ice 120.00 0.8662 0.0387 0.8334 0.8334 0.9D + 1.0W 120° 157 mph wind with no ice 130.00 1.0206 0.0429 0.9271 0.9281 0.9D + 1.0W 120° 157 mph wind with no ice 140.00 1.1902 0.0461 1.0135 1.0135 0.9D + 1.0W 120° 157 mph wind with no ice 160.00 1.5907 0.0564 1.2571 1.2583 0.9D + 1.0W 120° 157 mph wind with no ice 170.00 1.8189 0.0594 1.3518 1.3518 0.9D + 1.0W 120° 157 mph wind with no ice 180.00 2.0617 0.0636 1.4431 1.4445 0.9D + 1.0W 120° 157 mph wind with no ice 200.00 2.5837 0.0654 1.5447 1.5447 0.9D + 1.0W 120° 157 mph wind with no ice 210.00 2.8573 0.0668 1.5890 1.5904 0.9D + 1.0W 120° 157 mph wind with no ice 215.00 2.9944 -0.0666 1.5714 1.5714 0.9D + 1.0W 120° 157 mph wind with no ice 217.31 3.0567 0.0664 1.5389 1.5389 0.9D + 1.0W 120° 157 mph wind with no ice 220.00 3.1305 0.0668 1.6478 1.6491 0.9D + 1.0W 180° 157 mph wind with no ice 100.00 0.5691 0.0308 0.6620 0.6628 0.9D + 1.0W 180° 157 mph wind with no ice 120.00 0.8259 0.0367 0.7962 0.7962 0.9D + 1.0W 180° 157 mph wind with no ice 130.00 0.9737 0.0407 0.8866 0.8875 0.9D + 1.0W 180° 157 mph wind with no ice 140.00 1.1363 0.0439 0.9704 0.9704 0.9D + 1.0W 180° 157 mph wind with no ice 160.00 1.5207 0.0535 1.2062 1.2074 0.9D + 1.0W 180° 157 mph wind with no ice 170.00 1.7399 0.0565 1.2982 1.2982 0.9D + 1.0W 180° 157 mph wind with no ice 180.00 1.9732 0.0600 1.3880 1.3893 0.9D + 1.0W 180° 157 mph wind with no ice 200.00 2.4754 0.0622 1.4879 1.4879 0.9D + 1.0W 180° 157 mph wind with no ice 210.00 2.7373 0.0632 1.5317 1.533 0.9D + 1.0W 180° 157 mph wind with no ice 215.00 2.8693 0.0635 1.5157 1.5157 0.9D + 1.0W 180° 157 mph wind with no ice 217.31 2.93 0.0636 1.4830 1.483 0.9D + 1.0W 180° 157 mph wind with no ice 220.00 3.0007 0.0633 1.5918 1.5931 0.9D + 1.0W 210° 157 mph wind with no ice 100.00 0.5754 -0.0361 0.6715 0.6725 0.9D + 1.0W 210° 157 mph wind with no ice 120.00 0.8349 -0.0430 0.8049 0.8052 0.9D + 1.0W 210° 157 mph wind with no ice 130.00 0.9843 -0.0477 0.8967 0.898 0.9D + 1.0W 210° 157 mph wind with no ice 140.00 1.1486 -0.0513 0.9790 0.9793 0.9D + 1.0W 210° 157 mph wind with no ice 160.00 1.5372 -0.0627 1.2204 1.222 0.9D + 1.0W 210° 157 mph wind with no ice 170.00 1.7581 -0.0661 1.3099 1.3103 0.9D + 1.0W 210° 157 mph wind with no ice 180.00 1.9944 -0.0705 1.4073 1.409 0.9D + 1.0W 210° 157 mph wind with no ice 200.00 2.5013 -0.0728 1.5009 1.5014 0.9D + 1.0W 210° 157 mph wind with no ice 210.00 2.7664 -0.0742 1.5489 1.5507 0.9D + 1.0W 210° 157 mph wind with no ice 215.00 2.8996 -0.0742 1.5284 1.5289 0.9D + 1.0W 210° 157 mph wind with no ice 217.31 2.9607 -0.0742 1.4934 1.4939 0.9D + 1.0W 210° 157 mph wind with no ice 220.00 3.0321 -0.0742 1.6105 1.6122 0.9D + 1.0W 240° 157 mph wind with no ice 100.00 0.5977 0.0326 0.6940 0.6947 0.9D + 1.0W 240° 157 mph wind with no ice 120.00 0.8662 0.0387 0.8334 0.8334 0.9D + 1.0W 240° 157 mph wind with no ice 130.00 1.0206 0.0429 0.9271 0.9281 0.9D + 1.0W 240° 157 mph wind with no ice 140.00 1.1902 0.0461 1.0135 1.0135 0.9D + 1.0W 240° 157 mph wind with no ice 160.00 1.5907 0.0564 1.2571 1.2583 0.9D + 1.0W 240° 157 mph wind with no ice 170.00 1.8189 0.0594 1.3518 1.3518 0.9D + 1.0W 240° 157 mph wind with no ice 180.00 2.0617 0.0636 1.4431 1.4445 0.9D + 1.0W 240° 157 mph wind with no ice 200.00 2.5837 0.0654 1.5447 1.5447 0.9D + 1.0W 240° 157 mph wind with no ice 210.00 2.8573 0.0668 1.5890 1.5904 0.9D + 1.0W 240° 157 mph wind with no ice 215.00 2.9944 0.0666 1.5714 1.5714 0.9D + 1.0W 240° 157 mph wind with no ice 217.31 3.0567 0.0664 1.5389 1.5389 0.9D + 1.0W 240° 157 mph wind with no ice 220.00 3.1305 0.0668 1.6478 1.6491 0.9D + 1.0W 300° 157 mph wind with no ice 100.00 0.5692 0.0309 0.6620 0.6628 0.9D + 1.0W 300° 157 mph wind with no ice 120.00 0.8259 0.0368 0.7962 0.7962 0.9D + 1.0W 300° 157 mph wind with no ice 130.00 0.9737 0.0407 0.8866 0.8875 0.9D + 1.0W 300° 157 mph wind with no ice 140.00 1.1363 0.0439 0.9704 0.9704 0.9D + 1.0W 300° 157 mph wind with no ice 160.00 1.5207 0.0535 1.2062 1.2074 0.9D + 1.0W 300° 157 mph wind with no ice 170.00 1.7399 0.0565 1.2982 1.2982 0.9D + 1.0W 300° 157 mph wind with no ice 180.00 1.9732 0.0600 1.3880 1.3893 0.9D + 1.0W 300° 157 mph wind with no ice 200.00 2.4754 0.0622 1.4879 1.4879 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 34 of 40 Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 0.9D + 1.0W 300° 157 mph wind with no ice 210.00 2.7373 0.0633 1.5317 1.533 0.9D + 1.0W 300° 157 mph wind with no ice 215.00 2.8693 0.0635 1.5156 1.5156 0.9D + 1.0W 300° 157 mph wind with no ice 217.31 2.93 0.0636 1.4829 1.4829 0.9D + 1.0W 300° 157 mph wind with no ice 220.00 3.0007 0.0633 1.5917 1.593 0.9D + 1.0W 330° 157 mph wind with no ice 100.00 0.5754 -0.0361 0.6715 0.6725 0.9D + 1.0W 330° 157 mph wind with no ice 120.00 0.8349 -0.0430 0.8049 0.8052 0.9D + 1.0W 330° 157 mph wind with no ice 130.00 0.9843 -0.0477 0.8967 0.898 0.9D + 1.0W 330° 157 mph wind with no ice 140.00 1.1486 -0.0513 0.9790 0.9793 0.9D + 1.0W 330° 157 mph wind with no ice 160.00 1.5372 -0.0627 1.2204 1.222 0.9D + 1.0W 330° 157 mph wind with no ice 170.00 1.7581 -0.0661 1.3099 1.3103 0.9D + 1.0W 330° 157 mph wind with no ice 180.00 1.9944 -0.0705 1.4073 1.409 0.9D + 1.0W 330° 157 mph wind with no ice 200.00 2.5013 -0.0728 1.5009 1.5014 0.9D + 1.0W 330° 157 mph wind with no ice 210.00 2.7664 -0.0742 1.5489 1.5507 0.9D + 1.0W 330° 157 mph wind with no ice 215.00 2.8996 -0.0742 1.5284 1.5289 0.9D + 1.0W 330° 157 mph wind with no ice 217.31 2.9607 -0.0742 1.4934 1.4939 0.9D + 1.0W 330° 157 mph wind with no ice 220.00 3.0321 -0.0742 1.6105 1.6122 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 100.00 0.0236 0.0012 0.0267 0.0267 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 120.00 0.0337 0.0015 0.0317 0.0317 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 130.00 0.0395 0.0016 0.0353 0.0354 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 140.00 0.0459 0.0018 0.0384 0.0384 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 160.00 0.0609 0.0021 0.0478 0.0478 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 170.00 0.0694 0.0022 0.0513 0.0513 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 180.00 0.0785 0.0024 0.0546 0.0547 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 200.00 0.098 0.0024 0.0580 0.058 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 210.00 0.1083 0.0025 0.0601 0.0602 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 215.00 0.1134 0.0022 0.0586 0.0587 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 217.31 0.1157 0.0021 0.0576 0.0576 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 220.00 0.1185 0.0020 0.0612 0.0613 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 100.00 0.0234 0.0012 0.0255 0.0255 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 120.00 0.0329 0.0014 0.0304 0.0304 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 130.00 0.0384 0.0016 0.0339 0.0339 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 140.00 0.0445 0.0017 0.0368 0.0368 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 160.00 0.0588 0.0020 0.0460 0.046 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 170.00 0.0669 0.0021 0.0489 0.049 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 180.00 0.0756 0.0023 0.0524 0.0524 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 200.00 0.0942 0.0023 0.0557 0.0558 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 210.00 0.1041 0.0024 0.0586 0.0586 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 215.00 0.109 0.0021 0.0567 0.0567 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 217.31 0.1113 0.0020 0.0553 0.0553 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 220.00 0.1139 0.0019 0.0590 0.059 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 100.00 0.0234 -0.0014 0.0258 0.0258 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 120.00 0.0331 -0.0016 0.0307 0.0307 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 130.00 0.0387 -0.0018 0.0343 0.0343 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 140.00 0.0448 -0.0020 0.0372 0.0372 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 160.00 0.0593 -0.0024 0.0465 0.0465 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 170.00 0.0675 -0.0025 0.0497 0.0497 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 180.00 0.0763 -0.0026 0.0530 0.053 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 200.00 0.0951 -0.0027 0.0564 0.0564 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 210.00 0.1051 -0.0028 0.0590 0.059 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 215.00 0.1101 -0.0025 0.0572 0.0572 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 217.31 0.1124 -0.0024 0.0559 0.0559 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 220.00 0.115 -0.0023 0.0598 0.0598 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 100.00 0.0236 0.0012 0.0267 0.0267 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 120.00 0.0337 0.0015 0.0317 0.0317 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 130.00 0.0395 0.0016 0.0353 0.0354 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 140.00 0.0459 0.0018 0.0384 0.0384 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 160.00 0.0609 0.0021 0.0478 0.0478 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 170.00 0.0694 0.0022 0.0513 0.0513 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 180.00 0.0785 0.0024 0.0546 0.0547 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 200.00 0.098 0.0024 0.0580 0.058 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 210.00 0.1083 0.0025 0.0601 0.0602 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 215.00 0.1134 0.0022 0.0586 0.0587 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 217.31 0.1157 0.0021 0.0576 0.0576 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 220.00 0.1185 0.0020 0.0612 0.0613 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 100.00 0.0234 0.0012 0.0255 0.0255 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 120.00 0.0329 0.0014 0.0304 0.0304 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 130.00 0.0384 0.0016 0.0339 0.0339 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 140.00 0.0445 0.0017 0.0368 0.0368 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 160.00 0.0588 0.0020 0.0460 0.046 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 170.00 0.0669 0.0021 0.0489 0.049 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 180.00 0.0756 0.0023 0.0524 0.0524 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 200.00 0.0942 0.0023 0.0557 0.0558 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 210.00 0.1041 0.0024 0.0586 0.0586 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 215.00 0.109 0.0021 0.0567 0.0567 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 217.31 0.1113 0.0020 0.0553 0.0553 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 220.00 0.1139 0.0019 0.0590 0.059 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 100.00 0.0234 -0.0014 0.0258 0.0258 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 120.00 0.0331 -0.0016 0.0307 0.0307 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 130.00 0.0387 -0.0018 0.0343 0.0343 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 140.00 0.0448 -0.0020 0.0372 0.0372 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 160.00 0.0593 -0.0024 0.0465 0.0465 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 170.00 0.0675 -0.0025 0.0497 0.0497 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 180.00 0.0763 -0.0026 0.0530 0.053 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 200.00 0.0951 -0.0027 0.0564 0.0564 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 210.00 0.1051 -0.0028 0.0590 0.059 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 215.00 0.1101 -0.0025 0.0572 0.0572 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 217.31 0.1124 -0.0024 0.0559 0.0559 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 220.00 0.115 -0.0023 0.0598 0.0598 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 100.00 0.0236 0.0012 0.0267 0.0267 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 120.00 0.0337 0.0015 0.0317 0.0317 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 130.00 0.0395 0.0016 0.0353 0.0354 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 140.00 0.0459 0.0018 0.0384 0.0384 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 160.00 0.0609 0.0021 0.0478 0.0478 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 170.00 0.0694 0.0022 0.0513 0.0513 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 180.00 0.0785 0.0024 0.0546 0.0547 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 200.00 0.098 0.0024 0.0580 0.058 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 210.00 0.1083 0.0025 0.0601 0.0602 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 215.00 0.1134 0.0022 0.0586 0.0587 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 217.31 0.1157 0.0021 0.0576 0.0576 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 220.00 0.1185 0.0020 0.0612 0.0613 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 100.00 0.0234 0.0012 0.0255 0.0255 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 120.00 0.0329 0.0014 0.0304 0.0304 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 130.00 0.0384 0.0016 0.0339 0.0339 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 140.00 0.0445 0.0017 0.0368 0.0368 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 160.00 0.0588 0.0020 0.0460 0.046 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 170.00 0.0669 0.0021 0.0489 0.049 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 180.00 0.0756 0.0023 0.0524 0.0524 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 200.00 0.0942 0.0023 0.0557 0.0558 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 210.00 0.1041 0.0024 0.0586 0.0586 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 215.00 0.109 0.0021 0.0567 0.0567 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 217.31 0.1113 0.0020 0.0553 0.0553 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 220.00 0.1139 0.0019 0.0590 0.059 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 100.00 0.0234 -0.0014 0.0258 0.0258 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 120.00 0.0331 -0.0016 0.0307 0.0307 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 130.00 0.0387 -0.0018 0.0343 0.0343 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 140.00 0.0448 -0.0020 0.0372 0.0372 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 160.00 0.0593 -0.0024 0.0465 0.0465 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 170.00 0.0675 -0.0025 0.0497 0.0497 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 180.00 0.0763 -0.0026 0.0530 0.053 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 200.00 0.0951 -0.0027 0.0564 0.0564 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 210.00 0.1051 -0.0028 0.0590 0.059 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 215.00 0.1101 -0.0025 0.0572 0.0572 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 217.31 0.1124 -0.0023 0.0559 0.0559 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 220.00 0.115 -0.0023 0.0598 0.0598 1.2D + 1.0Ev + 1.0Eh Normal Seismic 100.00 0.0159 0.0009 0.0190 0.0191 1.2D + 1.0Ev + 1.0Eh Normal Seismic 120.00 0.0232 0.0010 0.0228 0.0228 1.2D + 1.0Ev + 1.0Eh Normal Seismic 130.00 0.0275 0.0012 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh Normal Seismic 140.00 0.0321 0.0013 0.0278 0.0278 1.2D + 1.0Ev + 1.0Eh Normal Seismic 160.00 0.0432 0.0015 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh Normal Seismic 170.00 0.0495 0.0016 0.0378 0.0378 1.2D + 1.0Ev + 1.0Eh Normal Seismic 180.00 0.0563 0.0017 0.0405 0.0406 1.2D + 1.0Ev + 1.0Eh Normal Seismic 200.00 0.0708 0.0018 0.0432 0.0432 1.2D + 1.0Ev + 1.0Eh Normal Seismic 210.00 0.0781 0.0018 0.0449 0.045 1.2D + 1.0Ev + 1.0Eh Normal Seismic 215.00 0.0819 0.0016 0.0435 0.0435 1.2D + 1.0Ev + 1.0Eh Normal Seismic 217.31 0.0837 0.0015 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh Normal Seismic 220.00 0.0857 0.0015 0.0450 0.045 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0Ev + 1.0Eh 60° Seismic 100.00 0.0157 0.0009 0.0190 0.019 1.2D + 1.0Ev + 1.0Eh 60° Seismic 120.00 0.023 0.0010 0.0227 0.0227 1.2D + 1.0Ev + 1.0Eh 60° Seismic 130.00 0.0273 0.0012 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 60° Seismic 140.00 0.0319 0.0013 0.0279 0.0279 1.2D + 1.0Ev + 1.0Eh 60° Seismic 160.00 0.043 0.0015 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 60° Seismic 170.00 0.0493 0.0016 0.0375 0.0376 1.2D + 1.0Ev + 1.0Eh 60° Seismic 180.00 0.0561 0.0017 0.0407 0.0407 1.2D + 1.0Ev + 1.0Eh 60° Seismic 200.00 0.0706 0.0018 0.0430 0.043 1.2D + 1.0Ev + 1.0Eh 60° Seismic 210.00 0.0781 0.0018 0.0456 0.0456 1.2D + 1.0Ev + 1.0Eh 60° Seismic 215.00 0.0819 0.0016 0.0436 0.0436 1.2D + 1.0Ev + 1.0Eh 60° Seismic 217.31 0.0837 0.0015 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 60° Seismic 220.00 0.0857 0.0015 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 90° Seismic 100.00 0.0158 -0.0010 0.0191 0.0191 1.2D + 1.0Ev + 1.0Eh 90° Seismic 120.00 0.0232 -0.0012 0.0228 0.0228 1.2D + 1.0Ev + 1.0Eh 90° Seismic 130.00 0.0274 -0.0013 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 90° Seismic 140.00 0.032 -0.0015 0.0279 0.0279 1.2D + 1.0Ev + 1.0Eh 90° Seismic 160.00 0.0431 -0.0018 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 90° Seismic 170.00 0.0494 -0.0019 0.0377 0.0377 1.2D + 1.0Ev + 1.0Eh 90° Seismic 180.00 0.0562 -0.0020 0.0407 0.0407 1.2D + 1.0Ev + 1.0Eh 90° Seismic 200.00 0.0707 -0.0021 0.0432 0.0432 1.2D + 1.0Ev + 1.0Eh 90° Seismic 210.00 0.0781 -0.0021 0.0454 0.0454 1.2D + 1.0Ev + 1.0Eh 90° Seismic 215.00 0.0819 -0.0019 0.0436 0.0436 1.2D + 1.0Ev + 1.0Eh 90° Seismic 217.31 0.0837 -0.0018 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 90° Seismic 220.00 0.0857 -0.0017 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 120° Seismic 100.00 0.0159 0.0009 0.0190 0.0191 1.2D + 1.0Ev + 1.0Eh 120° Seismic 120.00 0.0232 0.0010 0.0228 0.0228 1.2D + 1.0Ev + 1.0Eh 120° Seismic 130.00 0.0275 0.0012 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 120° Seismic 140.00 0.0321 0.0013 0.0278 0.0278 1.2D + 1.0Ev + 1.0Eh 120° Seismic 160.00 0.0432 0.0015 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 120° Seismic 170.00 0.0495 0.0016 0.0378 0.0378 1.2D + 1.0Ev + 1.0Eh 120° Seismic 180.00 0.0563 0.0017 0.0405 0.0406 1.2D + 1.0Ev + 1.0Eh 120° Seismic 200.00 0.0708 0.0018 0.0432 0.0432 1.2D + 1.0Ev + 1.0Eh 120° Seismic 210.00 0.0781 0.0018 0.0449 0.045 1.2D + 1.0Ev + 1.0Eh 120° Seismic 215.00 0.0819 0.0016 0.0435 0.0435 1.2D + 1.0Ev + 1.0Eh 120° Seismic 217.31 0.0837 0.0015 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 120° Seismic 220.00 0.0857 0.0015 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 180° Seismic 100.00 0.0157 0.0009 0.0190 0.019 1.2D + 1.0Ev + 1.0Eh 180° Seismic 120.00 0.023 0.0010 0.0227 0.0227 1.2D + 1.0Ev + 1.0Eh 180° Seismic 130.00 0.0273 0.0012 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 180° Seismic 140.00 0.0319 0.0013 0.0279 0.0279 1.2D + 1.0Ev + 1.0Eh 180° Seismic 160.00 0.043 0.0015 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 180° Seismic 170.00 0.0493 0.0016 0.0375 0.0376 1.2D + 1.0Ev + 1.0Eh 180° Seismic 180.00 0.0561 0.0017 0.0407 0.0407 1.2D + 1.0Ev + 1.0Eh 180° Seismic 200.00 0.0706 0.0018 0.0430 0.043 1.2D + 1.0Ev + 1.0Eh 180° Seismic 210.00 0.0781 0.0018 0.0456 0.0456 1.2D + 1.0Ev + 1.0Eh 180° Seismic 215.00 0.0819 0.0016 0.0436 0.0436 1.2D + 1.0Ev + 1.0Eh 180° Seismic 217.31 0.0837 0.0015 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 180° Seismic 220.00 0.0857 0.0015 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 210° Seismic 100.00 0.0158 -0.0010 0.0191 0.0191 1.2D + 1.0Ev + 1.0Eh 210° Seismic 120.00 0.0232 -0.0012 0.0228 0.0228 1.2D + 1.0Ev + 1.0Eh 210° Seismic 130.00 0.0274 -0.0013 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 210° Seismic 140.00 0.032 -0.0015 0.0279 0.0279 1.2D + 1.0Ev + 1.0Eh 210° Seismic 160.00 0.0431 -0.0018 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 210° Seismic 170.00 0.0494 -0.0019 0.0377 0.0377 1.2D + 1.0Ev + 1.0Eh 210° Seismic 180.00 0.0562 -0.0020 0.0407 0.0407 1.2D + 1.0Ev + 1.0Eh 210° Seismic 200.00 0.0707 -0.0021 0.0432 0.0432 1.2D + 1.0Ev + 1.0Eh 210° Seismic 210.00 0.0781 -0.0021 0.0454 0.0454 1.2D + 1.0Ev + 1.0Eh 210° Seismic 215.00 0.0819 -0.0019 0.0436 0.0436 1.2D + 1.0Ev + 1.0Eh 210° Seismic 217.31 0.0837 -0.0018 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 210° Seismic 220.00 0.0857 -0.0017 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 240° Seismic 100.00 0.0159 0.0009 0.0190 0.0191 1.2D + 1.0Ev + 1.0Eh 240° Seismic 120.00 0.0232 0.0010 0.0228 0.0228 1.2D + 1.0Ev + 1.0Eh 240° Seismic 130.00 0.0275 0.0012 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 240° Seismic 140.00 0.0321 0.0013 0.0278 0.0278 1.2D + 1.0Ev + 1.0Eh 240° Seismic 160.00 0.0432 0.0015 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 240° Seismic 170.00 0.0495 0.0016 0.0378 0.0378 1.2D + 1.0Ev + 1.0Eh 240° Seismic 180.00 0.0563 0.0017 0.0405 0.0406 1.2D + 1.0Ev + 1.0Eh 240° Seismic 200.00 0.0708 0.0018 0.0432 0.0432 ASSET:# 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0Ev + 1.0Eh 240° Seismic 210.00 0.0781 0.0018 0.0449 0.045 1.2D + 1.0Ev + 1.0Eh 240° Seismic 215.00 0.0819 0.0016 0.0435 0.0435 1.2D + 1.0Ev + 1.0Eh 240° Seismic 217.31 0.0837 0.0015 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 240° Seismic 220.00 0.0857 0.0015 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 300° Seismic 100.00 0.0157 0.0009 0.0190 0.019 1.2D + 1.0Ev + 1.0Eh 300° Seismic 120.00 0.023 0.0010 0.0227 0.0227 1.2D + 1.0Ev + 1.0Eh 300° Seismic 130.00 0.0273 0.0012 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 300° Seismic 140.00 0.0319 0.0013 0.0279 0.0279 1.2D + 1.0Ev + 1.0Eh 300° Seismic 160.00 0.043 0.0015 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 300° Seismic 170.00 0.0493 0.0016 0.0375 0.0376 1.2D + 1.0Ev + 1.0Eh 300° Seismic 180.00 0.0561 0.0017 0.0407 0.0407 1.2D + 1.0Ev + 1.0Eh 300° Seismic 200.00 0.0706 0.0018 0.0430 0.043 1.2D + 1.0Ev + 1.0Eh 300° Seismic 210.00 0.0781 0.0018 0.0456 0.0456 1.2D + 1.0Ev + 1.0Eh 300° Seismic 215.00 0.0819 0.0016 0.0436 0.0436 1.2D + 1.0Ev + 1.0Eh 300° Seismic 217.31 0.0837 0.0015 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 300° Seismic 220.00 0.0857 0.0015 0.0450 0.045 1.2D + 1.0Ev + 1.0Eh 330° Seismic 100.00 0.0158 -0.0010 0.0191 0.0191 1.2D + 1.0Ev + 1.0Eh 330° Seismic 120.00 0.0232 -0.0012 0.0228 0.0228 1.2D + 1.0Ev + 1.0Eh 330° Seismic 130.00 0.0274 -0.0013 0.0256 0.0256 1.2D + 1.0Ev + 1.0Eh 330° Seismic 140.00 0.032 -0.0015 0.0279 0.0279 1.2D + 1.0Ev + 1.0Eh 330° Seismic 160.00 0.0431 -0.0018 0.0352 0.0352 1.2D + 1.0Ev + 1.0Eh 330° Seismic 170.00 0.0494 -0.0019 0.0377 0.0377 1.2D + 1.0Ev + 1.0Eh 330° Seismic 180.00 0.0562 -0.0020 0.0407 0.0407 1.2D + 1.0Ev + 1.0Eh 330° Seismic 200.00 0.0707 -0.0021 0.0432 0.0432 1.2D + 1.0Ev + 1.0Eh 330° Seismic 210.00 0.0781 -0.0021 0.0454 0.0454 1.2D + 1.0Ev + 1.0Eh 330° Seismic 215.00 0.0819 -0.0019 0.0436 0.0436 1.2D + 1.0Ev + 1.0Eh 330° Seismic 217.31 0.0837 -0.0018 0.0429 0.0429 1.2D + 1.0Ev + 1.0Eh 330° Seismic 220.00 0.0857 -0.0017 0.0450 0.045 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 100.00 0.0158 0.0009 0.0190 0.019 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 120.00 0.0231 0.0010 0.0228 0.0228 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 130.00 0.0274 0.0012 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 140.00 0.032 0.0013 0.0277 0.0277 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 160.00 0.0431 0.0015 0.0350 0.0351 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 170.00 0.0493 0.0016 0.0376 0.0376 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 180.00 0.0561 0.0017 0.0403 0.0404 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 200.00 0.0706 0.0018 0.0431 0.0431 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 210.00 0.078 0.0018 0.0446 0.0446 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 215.00 0.0818 0.0016 0.0434 0.0434 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 217.31 0.0835 0.0015 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 220.00 0.0855 0.0015 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 100.00 0.0157 0.0009 0.0189 0.0189 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 120.00 0.023 0.0010 0.0227 0.0227 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 130.00 0.0272 0.0012 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 140.00 0.0318 0.0013 0.0278 0.0278 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 160.00 0.0429 0.0015 0.0350 0.035 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 170.00 0.0492 0.0016 0.0374 0.0375 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 180.00 0.0559 0.0017 0.0403 0.0403 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 200.00 0.0705 0.0018 0.0428 0.0429 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 210.00 0.078 0.0018 0.0450 0.045 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 215.00 0.0818 0.0016 0.0435 0.0435 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 217.31 0.0835 0.0015 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 220.00 0.0855 0.0015 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 100.00 0.0158 -0.0010 0.0189 0.019 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 120.00 0.0231 -0.0012 0.0227 0.0227 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 130.00 0.0273 -0.0013 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 140.00 0.032 -0.0015 0.0278 0.0278 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 160.00 0.043 -0.0018 0.0350 0.035 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 170.00 0.0493 -0.0019 0.0376 0.0376 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 180.00 0.0561 -0.0020 0.0404 0.0404 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 200.00 0.0706 -0.0020 0.0430 0.043 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 210.00 0.078 -0.0021 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 215.00 0.0818 -0.0019 0.0435 0.0435 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 217.31 0.0835 -0.0018 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 220.00 0.0855 -0.0017 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 100.00 0.0158 0.0009 0.0190 0.019 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 120.00 0.0231 0.0010 0.0228 0.0228 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 130.00 0.0274 0.0012 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 140.00 0.032 0.0013 0.0277 0.0277 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 38 of 40 Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 160.00 0.0431 0.0015 0.0350 0.0351 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 170.00 0.0493 0.0016 0.0376 0.0376 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 180.00 0.0561 0.0017 0.0403 0.0404 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 200.00 0.0706 0.0018 0.0431 0.0431 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 210.00 0.078 0.0018 0.0446 0.0446 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 215.00 0.0818 0.0016 0.0434 0.0434 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 217.31 0.0835 0.0015 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 120° Seismic (Reduced DL) 220.00 0.0855 0.0015 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 100.00 0.0157 0.0009 0.0189 0.0189 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 120.00 0.023 0.0010 0.0227 0.0227 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 130.00 0.0272 0.0012 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 140.00 0.0318 0.0013 0.0278 0.0278 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 160.00 0.0429 0.0015 0.0350 0.035 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 170.00 0.0492 0.0016 0.0374 0.0375 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 180.00 0.0559 0.0017 0.0403 0.0403 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 200.00 0.0705 0.0018 0.0428 0.0429 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 210.00 0.078 0.0018 0.0450 0.045 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 215.00 0.0818 0.0016 0.0435 0.0435 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 217.31 0.0835 0.0015 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 180° Seismic (Reduced DL) 220.00 0.0855 0.0015 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 100.00 0.0158 -0.0010 0.0189 0.019 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 120.00 0.0231 -0.0012 0.0227 0.0227 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 130.00 0.0273 -0.0013 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 140.00 0.032 -0.0015 0.0278 0.0278 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 160.00 0.043 -0.0018 0.0350 0.035 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 170.00 0.0493 -0.0019 0.0376 0.0376 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 180.00 0.0561 -0.0020 0.0404 0.0404 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 200.00 0.0706 -0.0020 0.0430 0.043 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 210.00 0.078 -0.0021 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 215.00 0.0818 -0.0019 0.0435 0.0435 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 217.31 0.0835 -0.0018 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 210° Seismic (Reduced DL) 220.00 0.0855 -0.0017 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 100.00 0.0158 0.0009 0.0190 0.019 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 120.00 0.0231 0.0010 0.0228 0.0228 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 130.00 0.0274 0.0012 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 140.00 0.032 0.0013 0.0277 0.0277 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 160.00 0.0431 0.0015 0.0350 0.0351 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 170.00 0.0493 0.0016 0.0376 0.0376 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 180.00 0.0561 0.0017 0.0403 0.0404 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 200.00 0.0706 0.0018 0.0431 0.0431 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 210.00 0.078 0.0018 0.0446 0.0446 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 215.00 0.0818 0.0016 0.0434 0.0434 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 217.31 0.0835 0.0015 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 240° Seismic (Reduced DL) 220.00 0.0855 0.0015 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 100.00 0.0157 0.0009 0.0189 0.0189 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 120.00 0.023 0.0010 0.0227 0.0227 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 130.00 0.0272 0.0012 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 140.00 0.0318 0.0013 0.0278 0.0278 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 160.00 0.0429 0.0015 0.0350 0.035 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 170.00 0.0492 0.0016 0.0374 0.0375 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 180.00 0.0559 0.0017 0.0403 0.0403 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 200.00 0.0705 0.0018 0.0428 0.0429 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 210.00 0.078 0.0018 0.0450 0.045 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 215.00 0.0818 0.0016 0.0435 0.0435 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 217.31 0.0835 0.0015 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 300° Seismic (Reduced DL) 220.00 0.0855 0.0015 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 100.00 0.0158 -0.0010 0.0189 0.019 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 120.00 0.0231 -0.0012 0.0227 0.0227 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 130.00 0.0273 -0.0013 0.0255 0.0255 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 140.00 0.032 -0.0015 0.0278 0.0278 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 160.00 0.043 -0.0018 0.0350 0.035 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 170.00 0.0493 -0.0019 0.0376 0.0376 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 180.00 0.0561 -0.0020 0.0404 0.0404 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 200.00 0.0706 -0.0020 0.0430 0.043 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 210.00 0.078 -0.0021 0.0449 0.0449 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 215.00 0.0818 -0.0019 0.0435 0.0435 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 217.31 0.0835 -0.0018 0.0428 0.0428 0.9D - 1.0Ev + 1.0Eh 330° Seismic (Reduced DL) 220.00 0.0855 -0.0017 0.0449 0.0449 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 39 of 40 Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 100.00 0.0907 0.0049 0.1051 0.1052 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 120.00 0.1313 0.0058 0.1259 0.1259 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 130.00 0.1547 0.0065 0.1401 0.1403 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 140.00 0.1803 0.0070 0.1530 0.153 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 160.00 0.2408 0.0085 0.1898 0.19 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 170.00 0.2751 0.0090 0.2039 0.2039 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 180.00 0.3117 0.0095 0.2176 0.2178 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 200.00 0.3903 0.0098 0.2325 0.2325 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 210.00 0.431 0.0100 0.2394 0.2396 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 215.00 0.4516 0.0099 0.2360 0.2362 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 217.31 0.461 0.0099 0.2314 0.2314 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 220.00 0.4721 0.0098 0.2473 0.2475 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 100.00 0.0861 0.0047 0.1000 0.1002 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 120.00 0.1249 0.0056 0.1204 0.1204 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 130.00 0.1472 0.0062 0.1341 0.1341 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 140.00 0.1718 0.0066 0.1465 0.1465 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 160.00 0.2297 0.0081 0.1815 0.1817 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 170.00 0.2627 0.0085 0.1952 0.1952 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 180.00 0.2979 0.0091 0.2085 0.2087 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 200.00 0.3734 0.0094 0.2234 0.2236 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 210.00 0.4129 0.0096 0.2301 0.2301 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 215.00 0.4328 0.0095 0.2277 0.2277 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 217.31 0.4419 0.0094 0.2228 0.2228 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 220.00 0.4525 0.0094 0.2386 0.2388 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 100.00 0.0873 -0.0055 0.1016 0.1018 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 120.00 0.1265 -0.0065 0.1217 0.1218 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 130.00 0.1491 -0.0072 0.1356 0.1357 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 140.00 0.1739 -0.0078 0.1478 0.1479 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 160.00 0.2325 -0.0095 0.1840 0.1842 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 170.00 0.2658 -0.0100 0.1976 0.1977 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 180.00 0.3014 -0.0106 0.2118 0.2121 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 200.00 0.3777 -0.0110 0.2259 0.2259 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 210.00 0.4174 -0.0112 0.2327 0.2329 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 215.00 0.4375 -0.0111 0.2298 0.2298 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 217.31 0.4466 -0.0110 0.2246 0.2247 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 220.00 0.4574 -0.0110 0.2416 0.2419 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 100.00 0.0907 0.0049 0.1051 0.1052 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 120.00 0.1313 0.0058 0.1259 0.1259 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 130.00 0.1547 0.0065 0.1401 0.1403 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 140.00 0.1803 0.0070 0.1530 0.153 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 160.00 0.2408 0.0085 0.1898 0.19 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 170.00 0.2751 0.0090 0.2039 0.2039 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 180.00 0.3117 0.0095 0.2176 0.2178 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 200.00 0.3903 0.0098 0.2325 0.2325 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 210.00 0.431 0.0100 0.2394 0.2396 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 215.00 0.4516 0.0099 0.2360 0.2362 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 217.31 0.461 0.0099 0.2314 0.2314 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 220.00 0.4721 0.0098 0.2473 0.2475 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 100.00 0.0861 0.0047 0.1000 0.1002 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 120.00 0.1249 0.0056 0.1204 0.1204 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 130.00 0.1472 0.0062 0.1341 0.1341 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 140.00 0.1718 0.0066 0.1465 0.1465 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 160.00 0.2297 0.0081 0.1815 0.1817 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 170.00 0.2627 0.0085 0.1952 0.1952 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 180.00 0.2979 0.0091 0.2085 0.2087 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 200.00 0.3734 0.0094 0.2234 0.2236 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 210.00 0.4129 0.0096 0.2301 0.2301 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 215.00 0.4328 0.0095 0.2277 0.2277 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 217.31 0.4419 0.0094 0.2228 0.2228 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 220.00 0.4525 0.0094 0.2386 0.2388 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 100.00 0.0873 -0.0055 0.1016 0.1018 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 120.00 0.1265 -0.0065 0.1217 0.1218 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 130.00 0.1491 -0.0072 0.1356 0.1357 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 140.00 0.1739 -0.0078 0.1478 0.1479 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 160.00 0.2325 -0.0095 0.1840 0.1842 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 170.00 0.2658 -0.0100 0.1976 0.1977 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 180.00 0.3014 -0.0106 0.2118 0.2121 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 200.00 0.3777 -0.0110 0.2259 0.2259 ASSET: # 302893, TPK Ft. Pierce STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.: 13718938_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Page 40 of 40 Model Id : 58482 8/30/2021 14:23:17 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 210.00 0.4174 -0.0112 0.2327 0.2329 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 215.00 0.4375 -0.0111 0.2298 0.2298 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 217.31 0.4466 -0.0110 0.2246 0.2247 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 220.00 0.4574 -0.0110 0.2416 0.2419 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 100.00 0.0907 0.0049 0.1051 0.1052 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 120.00 0.1313 0.0058 0.1259 0.1259 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 130.00 0.1547 0.0065 0.1401 0.1403 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 140.00 0.1803 0.0070 0.1530 0.153 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 160.00 0.2408 0.0085 0.1898 0.19 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 170.00 0.2751 0.0090 0.2039 0.2039 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 180.00 0.3117 0.0095 0.2176 0.2178 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 200.00 0.3903 0.0098 0.2325 0.2325 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 210.00 0.431 0.0100 0.2394 0.2396 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 215.00 0.4516 0.0099 0.2360 0.2362 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 217.31 0.461 0.0099 0.2314 0.2314 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 220.00 0.4721 0.0098 0.2473 0.2475 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 100.00 0.0861 0.0047 0.1000 0.1002 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 120.00 0.1249 0.0056 0.1204 0.1204 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 130.00 0.1472 0.0062 0.1341 0.1341 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 140.00 0.1718 0.0066 0.1465 0.1465 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 160.00 0.2297 0.0081 0.1815 0.1817 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 170.00 0.2627 0.0085 0.1952 0.1952 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 180.00 0.2979 0.0091 0.2085 0.2087 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 200.00 0.3734 0.0094 0.2234 0.2236 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 210.00 0.4129 0.0096 0.2301 0.2301 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 215.00 0.4328 0.0095 0.2277 0.2277 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 217.31 0.4419 0.0094 0.2228 0.2228 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 220.00 0.4525 0.0094 0.2386 0.2388 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 100.00 0.0873 -0.0055 0.1016 0.1018 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 120.00 0.1265 -0.0065 0.1217 0.1218 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 130.00 0.1491 -0.0072 0.1356 0.1357 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 140.00 0.1739 -0.0078 0.1478 0.1479 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 160.00 0.2325 -0.0095 0.1840 0.1842 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 170.00 0.2658 -0.0100 0.1976 0.1977 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 180.00 0.3014 -0.0106 0.2118 0.2121 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 200.00 0.3777 -0.0110 0.2259 0.2259 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 210.00 0.4174 -0.0112 0.2327 0.2329 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 215.00 0.4375 -0.0111 0.2298 0.2298 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 217.31 0.4466 -0.0110 0.2246 0.2247 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 220.00 0.4574 -0.0110 0.2416 0.2419 ATC Site #: TIA Revision TIA‐222‐H Site Name: Eng. File #: Date: Engineer: Shear and Moment Interaction of Anchor Rods per TIA‐222‐H Uplift: 496.2 kips Axial: 566.0 kips Shear: 64.7 kips Rod Quantity: 6 Rod Diameter: 1 1/4 in Rod Grade: A687 Clear Distance 3 in Grouted? Yes Rod Fy 105 ksi Rod Fu 150 ksi [AISC Manual 13th Ed., Page 7‐83, Table 7‐18] nb 7.0 threads per inch Net Area (An)0.97 sq. in. An = π/4 * (db ‐ 0.9743/n)2 Gross Area (Ag)1.23 sq. in. Ag = π/4 * db2 [ANSI/TIA‐222‐H, 4.9.6.5 ‐ Tension] Φt 0.75 Rnt 145.37 Kips Nominal Tensile Strength (Rnt) = FuAg [ANSI/TIA‐222‐H, 4.9.6.3 ‐ Shear] Φv 0.75 Rnv 92.04 Kips Rnv = 0.625 * F u * 0.8 *Ag Φc 0.90 Rnvc 57.98 Kips Rnv = 0.6 * Fy * 0.75 * Ag [ANSI/TIA‐222‐H, 4.7.1 ‐ Flexure] Φf 0.90 Z 0.33 cu. in. Mn 34.18 kip‐in Mn = Fy * Z [ANSI/TIA‐222‐H, 4.5.4.2 ‐ Compression] r 0.31 ksi Fy' 105.00 ksi λc 0.07 kip‐in Fcr 104.77 kips Rnc 128.85 kips Rnc = Fy * Ag Rnb 128.57 kips Rnb = Fcr * Ag [ANSI/TIA‐222‐H, 4.9.9] Pu 94.33 kips Applied Compression Force (Pu) = (Axial/leg) / (Rod quantity/leg) Tu 82.70 kips Applied Tension (Tu) = (Uplift/leg) / (Rod quantity/leg) Vu 10.78 kips Applied Shear Force (Vu) = (Max Shear/leg) / (Rod quantity/leg) Interaction 3 Tensile 0.60 Interaction 3 Compression 0.04 Tensile Interaction 60.0% Compressive Interaction 4.3% 13718938_C3_02 8/31/2021 OTO TPK Ft. Pierce, FL 302893