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OFFICE COPY AdO3 3 5.60°,2c2/-0c) 3iddo RECEIVED MAR 157021 1337 sk/ KtfrWt6 LA/ CITY OF TIGARD BUILDING DIVISION I Tower Engineering Solutions Phone(972) 483-0607,Fax(972)975-9615 1320 Greenway Drive,Suite 600,Irving,Texas 75038 Structural Analysis Report Existing 99 ft Sabre Monopole Customer Name: Acorn Consulting INC. Customer Site Number: 299828 Customer Site Name: METZGER Carrier Name: Verizon Carrier Site ID / Name: 299828 Site Location: 7337 SW Kable Lane Tigard, Oregon WASHINGTON County Latitude:45.410400 Longitude: -122.751800 ,vp /c) Analysis Result:Max Structural Usage: 15.6%[Pass] • OREGON Max Foundation Usage: 14.0%[Pass] 12 c, 'VVvEl \c`) _ etz EXP,RLIS 1 Report Prepared by: Matthew Baker, PE TES Project Number: 100614 Page 1 February 12,2021 ES Tower Engineering Solutions Phone(972)483-0607, Fax(972)975-9615 1320 Greenway Drive,Suite 600,Irving,Texas 75038 Structural Analysis Report Existing 99 ft Sabre Monopole Customer Name: Acorn Consulting INC. Customer Site Number: 299828 Customer Site Name: METZGER Carrier Name: Verizon Carrier Site ID/ Name: 299828 Site Location: 7337 SW Kable Lane Tigard, Oregon WASHINGTON County Latitude: 45.410400 Longitude: -122.751800 Analysis Result: Max Structural Usage: 15.6%[Pass] Max Foundation Usage: 14.0% [Pass] Report Prepared by: Matthew Baker, PE TES Project Number: 100614 Page 1 February 12,2021 Introduction The purpose of this report is to summarize the analysis results on the 99 ft Sabre Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Sabre Job#133549,dated 11/25/2015 Foundation Drawing Sabre Job#133549,dated 11/25/2015 Geotechnical Report Adapt Engineering Project#OR15-20267-GEO,dated 10/29/2015 Modification Drawings N/A Mount Analysis TES Project#10035699,dated 11/29/2021 Analysis Criteria The comprehensive analysis was performed in accordance with the requirements and stipulations of the TIA-222-H. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second-order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: 97.0 mph (3-Sec. Gust) (Ultimate wind speed) Wind Speed with Ice: 30 mph (3-Sec. Gust) with 1"1/2 radial ice concurrent Service Load Wind Speed: 60 mph +0" Radial ice Standard/Codes: TIA-222-H /2019 Oregon Structural Specialty Code Exposure Category: B Risk Category: II Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: Ss=0.856, S1 = 0.391 TES Project Number: 100614 Page 2 February 12,2021 .._ _ � . Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Elevation Transmission Items (ft) Qty. Antenna Descriptions Mount Type &Qty. Lines Owner 6 Commscope-NHH-45C-R2B-Panel 100.0 3 Ericsson 4449 RRU- Platform w/Handrail (3)6/12 Hybrid Verizon - 3 Ericsson-8843-RRU 3 Raycap-OVP-6 6 3 Nokia-MIMO B25+B66 w/RRU-Panel (3)15/8" 80.0 3 Commscope-FFHH-65C-R3-Panel (3)T-Arms T Mobile Hybrid 7 Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by Acom Consulting INC.The proposed antennas and lines are listed below. Elevation Transmission Items (ft) Qty. Antenna Descriptions Mount Type &Qty. Lines Owner 1 3 nL-Sub6 Antenna-Panel 2 6 Commscope-NHH-45C-R2B-Panel Platform w/Handrail+ 3 100.0 3 Ericsson-4449-RRU Mods (3)6/12 Hybrid Verizon 4 3 Ericsson-8843-RRU 5 3 Raycap-OVP-6 All transmission lines are considered running inside of the pole shafts. TES Project Number: 100614 Page 3 February 12,2021 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Pole shafts Anchor Base Plate Bolts Max. Usage: 15.6% 13.4% 8.2% Pass/Fail Pass Pass Pass Foundations Moment(Kip-Ft) Shear(Kips) Axial(Kips) Analysis Reactions 661.7 9.0 39.1 The foundation has been investigated using the supplied documents and soils report and was found adequate.Therefore, no modification to the foundation will be required. Geotechnical soil parameters were obtained from the original foundation calculations included with the referenced tower and foundation design drawings. Service Load Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by TIA-222 for the installed antennas. The maximum twist/sway at the elevation of the proposed equipment is 0.3334 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the TIA- 222 Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 100614 Page 4 February 12,2021 Standard Conditions 1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The structural analysis was performance based upon the evidence available at the time of this report.All information provided by the client is considered to be accurate. 3. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the ANSI/TIA-222 standard or other codes,TES should be notified in writing and the applicable minimum values provided by the client. 4. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis.TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions,TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 5. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 6. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number: 100614 Page 5 February 12,2021 ikiiiimU Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 44i 1)1 Site Name: METZGER Exposure: B Fil Height: 99.00 (ft) Gh: 1.1 Base Elev: 0.000 (ft) Page: 1 rower rn ,« „r scaaeons Dead Load Factor: 1.20 Iterations: 16 Wind Load Factor: 1.00 Load Case : 1.2D + 1.0W 97 mph Wind '—, v Copyright©2021 by Tower Engineenng Solutions.LLC.All rights reserved. es N' { 10.E ,.�1.i0 95.0E {i 45 !.l 90. 3 3;3 �'L? 85. 3 14 E I 80.003 75. rRv' IP 1 50'-9" 17 Thick 0.10 IBS KS') 70. 0 1 1 1 Ia 55.000 1 1 80.003 I 0 1 I:j aG LI 4..}Jro) ryry f I u. J 43.000 �.14 i 05.300 4: 1 30.= .4 25.000 !L'.KS! 20.X.) 15. 15.'-000 C+.1 5` 10.3000 0.15 5.000 015 0. :.. `i i 1. ' I 0.31 011 :21 o 01 3.41 :_ : 3i 81 _.Ed ..• T Interaction re Type: Tapered Base Shape: 18 Sided 2/12/2021 111 lip Site Name: METZGER Taper: 0.37737 Pi'Height: 99.00 (ft) Base Elev: 0.00 (ft) Page: 2 },,;,:Lngineering Solutions Shaft Properties Y Length Top Bottom Thick Joint Grade 93._0. 95-0 Seq (ft) (in) (in) (in) Type Taper (ksi) 1 53.25 32.51 52.61 0.375 0.37737 65 2 50.75 16.00 35.15 0.375 Slip 0.37737 65 Discrete Appurtenances Attach Force Elev(ft) Elev(ft) Qty Description Carrier I 1 99.00 100.00 1 Low Profile Platform-flat Verizon 99.00 100.00 1 (3)HR w/Double V-Brace Verizon `° 99.00 100.00 1 MS-KI22-5(Kickers w/o Verizon Ip 99.00 100.00 1 MS-KI22-5(Kickers w/o Verizon 99.00 100.00 1 MS-H1242(Heavy Collar Verizon 50,3" j II"Thick 99.00 100.00 3 nL-Sub6 Verizon , 165 KSI} 99.00 100.00 6 NHH-45C-R2B Verizon 99.00 100.00 3 4449 Verizon 99.00 100.00 3 8843 Verizon 99.00 100.00 3 COVP Verizon 80.00 80.00 3 T-Arm(Round) T-Mobile 80.00 80.00 3 MIMO B25+B66 w/RRU T-Mobile 80.00 80.00 3 FFHH-65C-R3 T-Mobile Linear Appurtenances `" I , Elev Elev 60' From(ft) To(ft) Placement Description Carrier 48'�3" 96'43" 0.00 99.00 Inside 6x12 Hybrid Verizon i 0.00 80.00 Inside 1 5/8"Hybrid T-Mobile , Anchor Bolts Grade Qty Specifications (ksi) Arrangement 16 2.25"18J 75.0 Radial Base Plate Thickness Specifications Grade (ksi) Geometry3 (in) (in) \ 3±8"Thick s (65 K SI) 3.0000 65.0 50.0 Round Reactions Moment Shear Axial Load Case (FT-Kips) (Kips) (Kips) ,' 1.2D+ 1.0W 97 mph Wind 648.2 9.0 27.1 0.9D+ 1.0W 97 mph Wind 645.6 9.0 20.3 1.2D+1.0Di+1.0Wi 30 mph Wind 93.1 1.3 39.1 1.2D+1.0Ev+1.0Eh 661.7 7.8 30.1 0.9D+1.0Ev+1.0Eh 659.6 7.8 23.3 1.0D+1.0W 60 mph Wind 221.3 3.1 22.6 ov- Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. .f� Type: Monopole 2/12/2021 if! Site Name: METZGER Height: 99.00 (ft) I-�ifS Page: 3 'lower Engineering Solutions 14 13 13 16 12 17 11 18 ,tis )5x12 Hybrid 0 To 99 Verizon (3)1 518"Hybrid 0 To 80 10 T-Mobile 1 9 2 8 3 7 4 6 S Copyright©2021 by Tower Engineering Solutions. LLC.All rights reserved. db 5 f . 9f y Y4 ,�^arki E 1z"�a P „y y -rY. ,a ,....� = ' ' " C�t%,.. • Asa' Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 11101 Site Name: METZGER Exposure: B Height: 99.00 (ft) Crest Height: 0.00 14 S Base Elev: 0.000 (ft) Site Class: D-Stiff Soil l[ Gh: 1.1 Topography: 1 Struct Class: II Page: 4 7on:r Eng;n ", •o.,r;,„ Sec. Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksi) Type (in) (Pb) 1 18 53.250 0.3750 65 0.00 9,098 2 18 50.750 0.3750 65 Slip 60.00 5,180 Total Shaft Weight: 14,278 Bottom Top Sec, Dia Elev Area lx W/t D/t Dia Elev Area Ix W/t D/t No. (in) (ft) (sqin) (in"4) Ratio Ratio (in) (ft) (sqin) (in"4) Ratio Ratio Taper 1 52.61 0.00 62.17 21431.89 23.33 140.29 32.51 53.25 38.25 4992.37 13.88 86.71 0.377374 2 35.15 48.25 41.39 6324.72 15.12 93.74 16.00 99.00 18.60 573.64 6.11 42.67 0.377374 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. • `� j ro4 ,s✓F s 2" 'sc.4'G r. y,M ,."" ,s"�' �8 I`f�",, 5�, .N _.-1 �,� Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B i41 Height: 99.00 (ft) Crest Height: 0.00 ESBase Elev: 0.000 (ft) Site Class: D-Stiff Soil Tower En!:neenn=.Snlwiom Gh: 1.1 Topography: 1 Struct Class: II Page: 5 Discrete Appurtenances No Ice Ice Hor. Vert Elev Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc No. (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 1 99.00 Low Profile Platform-flat 1 1200.00 25.00 1.00 2204.51 45.090 1.00 0.00 1.00 2 99.00 (3)HR w/Double V-Brace Kits 1 650.00 15.50 1.00 1433.52 31.070 1.00 0.00 1.00 3 99.00 MS-KI22-5(Kickers w/o Collar) 1 146.00 5.33 1.00 341.54 10.684 1.00 0.00 1.00 4 99.00 MS-KI22-5(Kickers w/o Collar) 1 146.00 5.33 1.00 341.54 10.684 1.00 0.00 1.00 5 99.00 MS-H1242(Heavy Collar Mount) 1 150.60 2.50 1.00 352.31 5.011 1.00 0.00 1.00 6 99.00 nL-Sub6 3 81.60 4.03 0.84 186.85 4.823 0.84 0.00 1.00 7 99.00 NHH-45C-R2B 6 87.10 15.89 0.74 406.07 17.569 0.74 0.00 1.00 8 99.00 4449 3 70.00 1.65 0.67 134.79 2.164 0.67 0.00 1.00 9 99.00 8843 3 75.00 1.65 0.67 145.95 2.164 0.67 0.00 1.00 10 99.00 COVP 3 11.00 0.83 0.50 33.09 1.464 0.50 0.00 1.00 11 80.00 1-Arm(Round) 3 350.00 8.00 0.75 579.44 14.556 0.75 0.00 0.00 12 80.00 MIMO B25+1366 w/RRU 3 864.85 16.96 0.69 1011.51 7.822 0.69 0.00 0.00 13 80.00 FFHH-65C-R3 3 127.60 21.11 0.72 294.90 25.262 0.72 0.00 0.00 Totals: 32 7,555.35 14,269.44 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 99.00 (3)6x12 Hybrid 0.00 Inside 0.00 80.00 (3)1 5/8"Hybrid 0.00 Inside Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. r,s o • , W su v �r vg ,<,2 n -sr vy � `;5�. §',W„ f°,�/ s .���° - �t k r/ 5 :;, ,•3'i r �. d y`gym Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B Height: 99.00 (ft) Crest Height: 0.00 �i S Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 6 """ ° "`"A, Increment Length: 5(ft) Elev Thick Dia Area Ix W/t D/t Fpy S Weight (ft) Description (in) (in) (in^2) (in"4) Ratio Ratio (ksi) (in^3) (lb) 0.00 0.3750 52.610 62.170 21431.9 23.33 140.29 74.0 802.4 0.0 5.00 0.3750 50.723 59.925 19192.2 22.44 135.26 75.0 745.2 1038.7 10.00 0.3750 48.836 57.679 17114.3 21.55 130.23 76.1 690.2 1000.4 15.00 0.3750 46.949 55.433 15192.1 20.67 125.20 77.1 637.3 962.2 20.00 0.3750 45.063 53.187 13419.4 19.78 120.17 78.1 586.5 924.0 25.00 0.3750 43.176 50.942 11790.4 18.89 115.14 79.2 537.9 885.8 30.00 0.3750 41.289 48.696 10298.8 18.00 110.10 80.2 491.3 847.6 35.00 0.3750 39.402 46.450 8938.6 17.12 105.07 81.3 446.8 809.4 40.00 0.3750 37.515 44.204 7703.8 16.23 100.04 82.3 404.5 771.2 45.00 0.3750 35.628 41.959 6588.3 15.34 95.01 82.6 364.2 733.0 48.25 Bot-Section 2 0.3750 34.402 40.499 5924.3 14.77 91.74 82.6 339.2 455.9 50.00 0.3750 33.741 39.713 5586.0 14.45 89.98 82.6 326.1 483.0 53.25 Top-Section 1 0.3750 33.265 39.146 5350.1 14.23 88.71 0.0 0.0 872.1 55.00 0.3750 32.604 38.360 5034.2 13.92 86.95 82.6 304.1 230.8 60.00 0.3750 30.718 36.114 4200.8 13.03 81.91 82.6 269.4 633.5 65.00 0.3750 28.831 33.868 3464.8 12.15 76.88 82.6 236.7 595.3 70.00 0.3750 26.944 31.622 2820.3 11.2E 71.85 82.6 206.2 557.1 75.00 0.3750 25.057 29.377 2261.1 10.37 66.82 82.6 177.7 518.9 80.00 0.3750 23.170 27.131 1781.1 9.48 61.79 82.6 151.4 480.7 85.00 0.3750 21.283 24.885 1374.4 8.60 56.76 82.6 127.2 442.5 90.00 0.3750 19.396 22.639 1034.9 7.71 51.72 82.6 105.1 404.3 95.00 0.3750 17.509 20.394 756.5 6.82 46.69 82.6 85.1 366.1 99.00 0.3750 16.000 18.597 573.6 6.11 42.67 82.6 70.6 265.4 14278.0 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 ' `` Site Name: METZGER Exposure: B 111 M�/ Height: 99.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil �� Gh: 1.1 Topography: 1 Struct Class: II Page: 7 '' - �""`°IU ON` -- Load Case: 1.2D + 1.0W 97 mph Wind 8 Iterations 16 Dead Load Factor 1.20 44.- Wind Load Factor 1.00 ... Tot Ice Wind Dead Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Pb) (Pb) (Pb) 0.00 1.00 0.70 16.018 17.62 361.29 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 16.018 17.62 348.33 0.730 0.000 5.00 21.860 15.96 281.2 0.0 1246.4 10.00 1.00 0.70 16.018 17.62 335.37 0.730 0.000 5.00 21.062 15.37 270.9 0.0 1200.5 15.00 1.00 0.70 16.018 17.62 322.42 0.730 0.000 5.00 20.263 14.79 260.6 0.0 1154.7 20.00 1.00 0.70 16.018 17.62 309.46 0.730 0.000 5.00 19.465 14.21 250.4 0.0 1108.8 25.00 1.00 0.70 16.018 17.62 296.50 0.730 0.000 5.00 18.667 13.63 240.1 0.0 1063.0 30.00 1.00 0.70 16.031 17.63 283.66 0.730 0.000 5.00 17.868 13.04 230.0 0.0 1017.1 35.00 1.00 0.73 16.753 18.43 276.73 0.730 0.000 5.00 17.070 12.46 229.6 0.0 971.3 40.00 1.00 0.76 17.405 19.15 268.55 0.730 0.000 5.00 16.272 11.88 227.4 0.0 925.4 45.00 1.00 0.79 18.000 19.80 259.37 0.730 0.000 5.00 15.473 11.30 223.7 0.0 879.6 48.25 Bot-Section 2 1.00 0.80 18.363 20.20 252.95 0.730 0.000 3.25 9.630 7.03 142.0 0.0 547.1 50.00 1.00 0.81 18.551 20.41 249.36 0.730 0.000 1.75 5.156 3.76 76.8 0.0 579.6 53.25 Top-Section 1 1.00 0.83 18.887 20.78 242.47 0.730 0.000 3.25 9.317 6.80 141.3 0.0 1046.5 55.00 1.00 0.83 19.063 20.97 244.26 0.730 0.000 1.75 4.877 3.56 74.7 0.0 276.9 60.00 1.00 0.85 19.543 21.50 233.00 0.730 0.000 5.00 13.396 9.78 210.2 0.0 760.3 65.00 1.00 0.87 19.995 21.99 221.21 0.730 0.000 5.00 12.597 9.20 202.3 0.0 714.4 70.00 1.00 0.89 20.422 22.46 208.93 0.730 0.000 5.00 11.799 8.61 193.5 0.0 668.5 75.00 1.00 0.91 20.829 22.91 196.22 0.730 0.000 5.00 11.001 8.03 184.0 0.0 622.7 80.00 Appurtenance(s) 1.00 0.93 21.217 23.34 183.13 0.730 0.000 5.00 10.202 7.45 173.8 0.0 576.8 85.00 1.00 0.94 21.587 23.75 169.68 0.730 0.000 5.00 9.404 6.86 163.0 0.0 531.0 90.00 1.00 0.96 21.943 24.14 155.90 0.730 0.000 5.00 8.606 6.28 151.6 0.0 485.1 95.00 1.00 0.97 22.284 24.51 141.83 0.730 0.000 5.00 7.807 5.70 139.7 0.0 439.3 99.00 Appurtenance(s) 1.00 0.99 22.549 24.80 130.37 0.730 0.000 4.00 5.671 4.14 102.7 0.0 318.4 Totals: 99.00 4,169.5 17,133.6 Copyright©2021 by Tower Engineering Solutions. LLC.All rights reserved. __ - . IIii1UiIIIiiiI!U , . v i,<,,,",,.y ,: ,. `,r, ... v ,, p � _ r"Y,,,,,. r g r,6 i, s, pry.'yrY r r ti, rrx4 z �r m'r,..mm s, r��r z e rf s s 4� -:-�� 1 Y"#P � a �� 4 � � ��' .+a � l� '.r�` o- �a �u�',� � ��Z : ' Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 ) l�� Site Name: METZGER Exposure: B Height: 99.00 (ft) Crest Height: 0.00 �-1' Base Elev: 0.000 (ft) Site Class: D- Stiff Soil j 1 Gh: 1.1 Topography: 1 Struct Class: II Page: 8 lox. L"�`'3CE'rr.E S61421,Ill Load Case: 1.2D + 1.0W 97 mph Wind Iterations 16 Dead Load Factor 1.20 4 .. ;i. Wind Load Factor 1.00 1 Orient Total Dead Horiz Vert Wind Mom Mom Elev qz qzGh Factor CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (Ib) (ft) (ft) (Ib) (lb-ft) (lb-ft) 1 99.00 MS-K122-5(Kickers w/o 1 22.613 24.875 1.00 1.00 5.33 175.20 0.000 1.000 132.58 0.00 132.58 2 99.00 8843 3 22.613 24.875 0.50 0.75 2.49 270.00 0.000 1.000 61.87 0.00 61.87 3 99.00 4449 3 22.613 24.875 0.50 0.75 2.49 252.00 0.000 1.000 61.87 0.00 61.87 4 99.00 NHH-45C-R2B 6 22.613 24.875 0.55 0.75 52.91 627.12 0.000 1.000 1316.21 0.00 1316.21 5 99.00 nL-Sub6 3 22.613 24.875 0.63 0.75 7.62 293.76 0.000 1.000 189.46 0.00 189.46 6 99.00 MS-H1242(Heavy Collar 1 22.613 24.875 1.00 1.00 2.50 180.72 0.000 1.000 62.19 0.00 62.19 7 99.00 COVP 3 22.613 24.875 0.38 0.75 0.93 39.60 0.000 1.000 23.23 0.00 23.23 8 99.00 MS-K122-5(Kickers w/o 1 22.613 24.875 1.00 1.00 5.33 175.20 0.000 1.000 132.58 0.00 132.58 9 99.00 (3)HR w/Double V-Brace 1 22.613 24.875 1.00 1.00 15.50 780.00 0.000 1.000 385.56 0.00 385.56 10 99.00 Low Profile Platform-flat 1 22.613 24.875 1.00 1.00 25.00 1440.00 0.000 1.000 621.87 0.00 621.87 11 80.00 FFHH-65C-R3 3 21.217 23.338 0.58 0.80 36.48 459.36 0.000 0.000 851.34 0.00 0.00 12 80.00 MIMO B25+B66 w/RRU 3 21.217 23.338 0.55 0.80 28.09 3113.46 0.000 0.000 655.47 0.00 0.00 13 80.00 T-Arm(Round) 3 21.217 23.338 0.56 0.75 13.50 1260.00 0.000 0.000 315.07 0.00 0.00 Totals: 9,066.42 4,809.31 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 � Site Name: METZGER Exposure: B f /1 Height: 99.00 (ft) Crest Height: 0.00 El Base Elev: 0.000 (ft) Site Class: D- Stiff Soil j 1 Gh: 1.1 Topography: 1 Struct Class: II Page: 9 '°``""E°g`°"'r`ESolutions Load Case: 1.2D + 1.0W 97 mph Wind A4 Iterations 16 Dead Load Factor 1.20 x Wind Load Factor 1.00 zle Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Ib) (Ib) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 281.17 1295.47 0.00 0.00 10.00 270.90 1249.62 0.00 0.00 15.00 260.63 1203.77 0.00 0.00 20.00 250.36 1157.92 0.00 0.00 25.00 240.10 1112.07 0.00 0.00 30.00 230.02 1066.22 0.00 0.00 35.00 229.64 1020.37 0.00 0.00 40.00 227.41 974.52 0.00 0.00 45.00 223.66 928.67 0.00 0.00 48.25 141.99 579.05 0.00 0.00 50.00 76.81 596.74 0.00 0.00 53.25 141.30 1078.42 0.00 0.00 55.00 74.65 294.10 0.00 0.00 60.00 210.21 809.34 0.00 0.00 65.00 202.26 763.49 0.00 0.00 70.00 193.49 717.64 0.00 0.00 75.00 183.99 671.78 0.00 0.00 80.00 (9)attachments 1995.70 5458.75 0.00 0.00 85.00 163.01 560.28 0.00 0.00 90.00 151.63 514.43 0.00 0.00 95.00 139.71 468.58 0.00 0.00 99.00 (23)attachments 3090.11 4575.45 0.00 2987.43 Totals: 8,978.77 27,096.69 0.00 2,987.43 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. • •iiiiiiiiir r7s a � Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 110 Height: 99.00 (ft) Crest Height: 0.00 I F! Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 10 °„-_L ``: '``°'°"" Load Case: 1.2D + 1.0W 97 mph Wind Iterations 16 Dead Load Factor 1.20 Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -27.09 -8.99 0.00 -648.18 0.00 648.18 4138.55 1091.09 4728.65 4450.98 0.00 0.000 0.000 0.152 5.00 -25.79 -8.73 0.00 -603.24 0.00 603.24 4045.33 1051.68 4393.20 4192.45 0.02 -0.042 0.000 0.150 10.00 -24.54 -8.47 0.00 -559.61 0.00 559.61 3947.89 1012.27 4070.09 3937.00 0.09 -0.085 0.000 0.148 15.00 -23.33 -8.23 0.00 -517.25 0.00 517.25 3846.24 972.85 3759.31 3685.14 0.20 -0.129 0.000 0.146 20.00 -22.16 -7.99 0.00 -476.11 0.00 476.11 3740.37 933.44 3460.88 3437.36 0.36 -0.176 0.000 0.145 25.00 -21.04 -7.77 0.00 -436.15 0.00 436.15 3630.28 894.03 3174.79 3194.15 0.57 -0.224 0.000 0.142 30.00 -19.97 -7.55 0.00 -397.31 0.00 397.31 3515.97 854.61 2901.04 2956.01 0.84 -0.275 0.000 0.140 35.00 -18.95 -7.33 0.00 -359.56 0.00 359.56 3397.44 815.20 2639.63 2723.43 1.15 -0.327 0.000 0.138 40.00 -17.97 -7.12 0.00 -322.90 0.00 322.90 3274.70 775.79 2390.56 2496.92 1.52 -0.381 0.000 0.135 45.00 -17.03 -6.90 0.00 -287.31 0.00 287.31 3117.31 736.37 2153.83 2254.95 1.95 -0.437 0.000 0.133 48.25 -16.45 -6.76 0.00 -264.89 0.00 264.89 3008.86 710.75 2006.57 2099.98 2.27 -0.476 0.000 0.132 50.00 -15.85 -6.69 0.00 -253.05 0.00 253.05 2950.46 696.96 1929.44 2018.82 2.44 -0.498 0.000 0.131 53.25 -14.77 -6.55 0.00 -231.31 0.00 231.31 2908.33 687.01 1874.73 1961.26 2.80 -0.538 0.000 0.123 55.00 -14.47 -6.48 0.00 -219.86 0.00 219.86 2849.93 673.21 1800.20 1882.86 3.00 -0.561 0.000 0.122 60.00 -13.66 -6.27 0.00 -187.46 0.00 187.46 2683.09 633.80 1595.58 1667.65 3.62 -0.618 0.000 0.118 65.00 -12.89 -6.08 0.00 -156.09 0.00 156.09 2516.24 594.39 1403.31 1465.51 4.30 -0.676 0.000 0.112 70.00 -12.17 -5.89 0.00 -125.70 0.00 125.70 2349.39 554.97 1223.37 1276.42 5.04 -0.734 0.000 0.104 75.00 -11.50 -5.70 0.00 -96.27 0.00 96.27 2182.54 515.56 1055.78 1100.39 5.84 -0.790 0.000 0.093 80.00 -6.06 -3.64 0.00 -67.75 0.00 67.75 2015.69 476.15 900.53 937.42 6.69 -0.842 0.000 0.075 85.00 -5.50 -3.47 0.00 -49.57 0.00 49.57 1848.84 436.73 757.62 787.50 7.60 -0.889 0.000 0.066 90.00 -4.99 -3.31 0.00 -32.22 0.00 32.22 1681.99 397.32 627.04 650.64 8.56 -0.931 0.000 0.053 95.00 -4.52 -3.17 0.00 -15.66 0.00 15.66 1515.14 357.91 508.81 526.84 9.55 -0.964 0.000 0.033 99.00 0.00 -3.09 0.00 -2.99 0.00 2.99 1381.66 326.38 423.11 437.20 10.37 -0.978 0.000 0.007 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. r ... e a' r a '-_-. 'a se a r „ -Ya " c ,z /i ce r 'sue.•�'-'i:'�� 5�p <."`'� r.3v ^' <,, e, - ,:. .�=�" rK .a " rrP *� r 45 "'a aasi ,., r Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 `` Site Name: METZGER Exposure: B ift 1�1 Height: 99.00 (ft) Crest Height: 0.00 �-{ Base Elev: 0.000 (ft) Site Class: D-Stiff Soil } a S Gh: 1.1 Topography: 1 Struct Class: II Page: 11 3 "` '°`""'`'-Sou` ' Load Case: 0.9D + 1.0W 97 mph Wind Iterations 16 Dead Load Factor 0.90 Wind Load Factor 1.00 7 / io Tot Ice Wind Dead Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 16.018 17.62 361.29 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 16.018 17.62 348.33 0.730 0.000 5.00 21.860 15.96 281.2 0.0 934.8 10.00 1.00 0.70 16.018 17.62 335.37 0.730 0.000 5.00 21.062 15.37 270.9 0.0 900.4 15.00 1.00 0.70 16.018 17.62 322.42 0.730 0.000 5.00 20.263 14.79 260.6 0.0 866.0 20.00 1.00 0.70 16.018 17.62 309.46 0.730 0.000 5.00 19.465 14.21 250.4 0.0 831.6 25.00 1.00 0.70 16.018 17.62 296.50 0.730 0.000 5.00 18.667 13.63 240.1 0.0 797.2 30.00 1.00 0.70 16.031 17.63 283.66 0.730 0.000 5.00 17.868 13.04 230.0 0.0 762.8 35.00 1.00 0.73 16.753 18.43 276.73 0.730 0.000 5.00 17.070 12.46 229.6 0.0 728.5 40.00 1.00 0.76 17.405 19.15 268.55 0.730 0.000 5.00 16.272 11.88 227.4 0.0 694.1 45.00 1.00 0.79 18.000 19.80 259.37 0.730 0.000 5.00 15.473 11.30 223.7 0.0 659.7 48.25 Bot-Section 2 1.00 0.80 18.363 20.20 252.95 0.730 0.000 3.25 9.630 7.03 142.0 0.0 410.4 50.00 1.00 0.81 18.551 20.41 249.36 0.730 0.000 1.75 5.156 3.76 76.8 0.0 434.7 53.25 Top-Section 1 1.00 0.83 18.887 20.78 242.47 0.730 0.000 3.25 9.317 6.80 141.3 0.0 784.9 55.00 1.00 0.83 19.063 20.97 244.26 0.730 0.000 1.75 4.877 3.56 74.7 0.0 207.7 60.00 1.00 0.85 19.543 21.50 233.00 0.730 0.000 5.00 13.396 9.78 210.2 0.0 570.2 65.00 1.00 0.87 19.995 21.99 221.21 0.730 0.000 5.00 12.597 9.20 202.3 0.0 535.8 70.00 1.00 0.89 20.422 22.46 208.93 0.730 0.000 5.00 11.799 8.61 193.5 0.0 501.4 75.00 1.00 0.91 20.829 22.91 196.22 0.730 0.000 5.00 11.001 8.03 184.0 0.0 467.0 80.00 Appurtenance(s) 1.00 0.93 21.217 23.34 183.13 0.730 0.000 5.00 10.202 7.45 173.8 0.0 432.6 85.00 1.00 0.94 21.587 23.75 169.68 0.730 0.000 5.00 9.404 6.86 163.0 0.0 398.2 90.00 1.00 0.96 21.943 24.14 155.90 0.730 0.000 5.00 8.606 6.28 151.6 0.0 363.9 95.00 1.00 0.97 22.284 24.51 141.83 0.730 0.000 5.00 7.807 5.70 139.7 0.0 329.5 99.00 Appurtenance(s) 1.00 0.99 22.549 24.80 130.37 0.730 0.000 4.00 5.671 4.14 102.7 0.0 238.8 Totals: 99.00 4,169.5 12,850.2 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/20211 t I (1 Site Name: METZGER Exposure: B Height: 99.00 (ft) Crest Height: 0.00 FI Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 12 '°w:`'re" ""'°"fs ,;;t> Load Case: 0.9D + 1.0W 97 mph Wind Iterations 16 Dead Load Factor 0.90 Wind Load Factor 1.00 4 Orient Total Dead Horiz Vert Wind Mom Mom Elev qz qzGh Factor CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (Ib) (ft) (ft) (Ib) (lb-ft) (lb-ft) 1 99.00 MS-K122-5(Kickers w/o 1 22.613 24.875 1.00 1.00 5.33 131.40 0.000 1.000 132.58 0.00 132.58 2 99.00 8843 3 22.613 24.875 0.50 0.75 2.49 202.50 0.000 1.000 61.87 0.00 61.87 3 99.00 4449 3 22.613 24.875 0.50 0.75 2.49 189.00 0.000 1.000 61.87 0.00 61.87 4 99.00 NHH-45C-R2B 6 22.613 24.875 0.55 0.75 52.91 470.34 0.000 1.000 1316.21 0.00 1316.21 5 99.00 nL-Sub6 3 22.613 24.875 0.63 0.75 7.62 220.32 0.000 1.000 189.46 0.00 189.46 6 99.00 MS-H1242(Heavy Collar 1 22.613 24.875 1.00 1.00 2.50 135.54 0.000 1.000 62.19 0.00 62.19 7 99.00 COVP 3 22.613 24.875 0.38 0.75 0.93 29.70 0.000 1.000 23.23 0.00 23.23 8 99.00 MS-KI22-5(Kickers w/o 1 22.613 24.875 1.00 1.00 5.33 131.40 0.000 1.000 132.58 0.00 132.58 9 99.00 (3)HR w/Double V-Brace 1 22.613 24.875 1.00 1.00 15.50 585.00 0.000 1.000 385.56 0.00 385.56 10 99.00 Low Profile Platform-flat 1 22.613 24.875 1.00 1.00 25.00 1080.00 0.000 1.000 621.87 0.00 621.87 11 80.00 FFHH-65C-R3 3 21.217 23.338 0.58 0.80 36.48 344.52 0.000 0.000 851.34 0.00 0.00 12 80.00 MIMO B25+B66 w/RRU 3 21.217 23.338 0.55 0.80 28.09 2335.10 0.000 0.000 655.47 0.00 0.00 13 80.00 T-Arm(Round) 3 21.217 23.338 0.56 0.75 13.50 945.00 0.000 0.000 315.07 0.00 0.00 Totals: 6,799.82 4,809.31 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. • Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 114 Height: 99.00 (ft) Crest Height: 0.00 1 S Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Fr Gh: 1.1 Topography: 1 Struct Class: II Page: 13 1. erEnz ecnngSolution, Load Case: 0.9D + 1.0W 97 mph Wind Iterations 16 Dead Load Factor 0.90 , Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Ib) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 281.17 971.61 0.00 0.00 10.00 270.90 937.22 0.00 0.00 15.00 260.63 902.83 0.00 0.00 20.00 250.36 868.44 0.00 0.00 25.00 240.10 834.05 0.00 0.00 30.00 230.02 799.66 0.00 0.00 35.00 229.64 765.28 0.00 0.00 40.00 227.41 730.89 0.00 0.00 45.00 223.66 696.50 0.00 0.00 48.25 141.99 434.28 0.00 0.00 50.00 76.81 447.55 0.00 0.00 53.25 141.30 808.82 0.00 0.00 55.00 74.65 220.58 0.00 0.00 60.00 210.21 607.00 0.00 0.00 65.00 202.26 572.62 0.00 0.00 70.00 193.49 538.23 0.00 0.00 75.00 183.99 503.84 0.00 0.00 80.00 (9)attachments 1995.70 4094.07 0.00 0.00 85.00 163.01 420.21 0.00 0.00 90.00 151.63 385.82 0.00 0.00 95.00 139.71 351.44 0.00 0.00 99.00 (23)attachments 3090.11 3431.59 0.00 2987.43 Totals: 8,978.77 20,322.52 0.00 2,987.43 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. • ;' "�.. r5 ✓¢ ... � r k x �, ux .� y .;�i ,u rim'` .b' Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B I O Height: 99.00 (ft) Crest Height: 0.00 Ff Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 14 1""V`L "mgSolu°""' Load Case: 0.9D + 1.0W 97 mph Wind 9', Iterations 16 Dead Load Factor 0.90 =- Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -20.32 -8.99 0.00 -645.56 0.00 645.56 4138.55 1091.09 4728.65 4450.98 0.00 0.000 0.000 0.150 5.00 -19.34 -8.72 0.00 -600.63 0.00 600.63 4045.33 1051.68 4393.20 4192.45 0.02 -0.041 0.000 0.148 10.00 -18.40 -8.46 0.00 -557.03 0.00 557.03 3947.89 1012.27 4070.09 3937.00 0.09 -0.084 0.000 0.146 15.00 -17.49 -8.21 0.00 -514.73 0.00 514.73 3846.24 972.85 3759.31 3685.14 0.20 -0.129 0.000 0.144 20.00 -16.61 -7.97 0.00 -473.67 0.00 473.67 3740.37 933.44 3460.88 3437.36 0.36 -0.175 0.000 0.142 25.00 -15.77 -7.74 0.00 -433.81 0.00 433.81 3630.28 894.03 3174.79 3194.15 0.57 -0.223 0.000 0.140 30.00 -14.97 -7.52 0.00 -395.09 0.00 395.09 3515.97 854.61 2901.04 2956.01 0.83 -0.273 0.000 0.138 35.00 -14.20 -7.30 0.00 -357.47 0.00 357.47 3397.44 815.20 2639.63 2723.43 1.15 -0.325 0.000 0.136 40.00 -13.46 -7.08 0.00 -320.95 0.00 320.95 3274.70 775.79 2390.56 2496.92 1.52 -0.379 0.000 0.133 45.00 -12.76 -6.87 0.00 -285.53 0.00 285.53 3117.31 736.37 2153.83 2254.95 1.94 -0.435 0.000 0.131 48.25 -12.33 -6.73 0.00 -263.22 0.00 263.22 3008.86 710.75 2006.57 2099.98 2.25 -0.474 0.000 0.130 50.00 -11.87 -6.65 0.00 -251.45 0.00 251.45 2950.46 696.96 1929.44 2018.82 2.43 -0.495 0.000 0.129 53.25 -11.06 -6.51 0.00 -229.83 0.00 229.83 2908.33 687.01 1874.73 1961.26 2.78 -0.535 0.000 0.121 55.00 -10.84 -6.44 0.00 -218.43 0.00 218.43 2849.93 673.21 1800.20 1882.86 2.98 -0.557 0.000 0.120 60.00 -10.23 -6.24 0.00 -186.23 0.00 186.23 2683.09 633.80 1595.58 1667.65 3.60 -0.615 0.000 0.116 65.00 -9.65 -6.04 0.00 -155.05 0.00 155.05 2516.24 594.39 1403.31 1465.51 4.27 -0.672 0.000 0.110 70.00 -9.11 -5.85 0.00 -124.87 0.00 124.87 2349.39 554.97 1223.37 1276.42 5.01 -0.730 0.000 0.102 75.00 -8.60 -5.66 0.00 -95.65 0.00 95.65 2182.54 515.56 1055.78 1100.39 5.81 -0.785 0.000 0.091 80.00 -4.54 -3.61 0.00 -67.33 0.00 67.33 2015.69 476.15 900.53 937.42 6.66 -0.837 0.000 0.074 85.00 -4.11 -3.45 0.00 -49.27 0.00 49.27 1848.84 436.73 757.62 787.50 7.56 -0.883 0.000 0.065 90.00 -3.73 -3.29 0.00 -32.04 0.00 32.04 1681.99 397.32 627.04 650.64 8.51 -0.925 0.000 0.052 95.00 -3.38 -3.15 0.00 -15.58 0.00 15.58 1515.14 357.91 508.81 526.84 9.50 -0.958 0.000 0.032 99.00 0.00 -3.09 0.00 -2.99 0.00 2.99 1381.66 326.38 423.11 437.20 10.31 -0.972 0.000 0.007 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 tt Site Name: METZGER Exposure: B !li il/ Height: 99.00 (ft) Crest Height: 0.00 1 Base Elev: 0.000 (ft) Site Class: D- Stiff Soil IJ S vii Gh: 1.1 Topography: 1 Struct Class: II Page: 15 ""'"L°e"'`X'r&So uI°° Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind Iterations 15 Dead Load Factor 1.20 i., Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0,00 1.00 0.70 1.532 1.69 0.00 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 1.532 1.69 0.00 1.200 1.242 5.00 22.895 27.47 46.3 404.3 1650.7 10.00 1.00 0.70 1.532 1.69 0.00 1.200 1.331 5.00 22.171 26.61 44.8 418.3 1618.9 15.00 1.00 0.70 1.532 1.69 0.00 1.200 1.386 5.00 21.418 25.70 43.3 419.7 1574.4 20.00 1.00 0.70 1.532 1.69 0.00 1.200 1.427 5.00 20.654 24.78 41.8 415.5 1524.3 25.00 1.00 0.70 1.532 1.69 0.00 1.200 1.459 5.00 19.882 23.86 40.2 407.9 1470.9 30.00 1.00 0.70 1.533 1.69 0.00 1.200 1.486 5.00 19.106 22.93 38.7 398.1 1415.2 35.00 1.00 0.73 1.603 1.76 0.00 1.200 1.509 5.00 18.327 21.99 38.8 386.6 1357.9 40.00 1.00 0.76 1.665 1.83 0.00 1.200 1.529 5.00 17.546 21.06 38.6 373.9 1299.4 45.00 1.00 0.79 1.722 1.89 0.00 1.200 1.547 5.00 16.763 20.12 38.1 360.2 1239.8 48.25 Bot-Section 2 1.00 0.80 1.756 1.93 0.00 1.200 1.558 3.25 10.473 12.57 24.3 228.1 775.2 50.00 1.00 0.81 1.774 1.95 0.00 1.200 1.564 1.75 5.613 6.74 13.1 123.6 703.1 53.25 Top-Section 1 1.00 0.83 1.807 1.99 0.00 1.200 1.574 3.25 10.169 12.20 24.3 223.1 1269.7 55.00 1.00 0.83 1.823 2.01 0.00 1.200 1.579 1.75 5.337 6.40 12.8 118.3 395.2 60.00 1.00 0.85 1.869 2.06 0.00 1.200 1.592 5.00 14.723 17.67 36.3 322.2 1082.4 65.00 1.00 0.87 1.913 2.10 0.00 1.200 1.605 5.00 13.935 16.72 35.2 305.9 1020.3 70.00 1.00 0.89 1.953 2.15 0.00 1.200 1.617 5.00 13.147 15.78 33.9 289.2 957.7 75.00 1.00 0.91 1.992 2.19 0.00 1.200 1.628 5.00 12.358 14.83 32.5 272.1 894.8 80.00 Appurtenance(s) 1.00 0.93 2.029 2.23 0.00 1.200 1.639 5.00 11.568 13.88 31.0 254.5 831.4 85.00 1.00 0.94 2.065 2.27 0.00 1.200 1.649 5.00 10.778 12.93 29.4 236.7 767.7 90.00 1.00 0.96 2.099 2.31 0.00 1.200 1.658 5.00 9.988 11.99 27.7 218.5 703.7 95.00 1.00 0.97 2.132 2.34 0.00 1.200 1.667 5.00 9.197 11.04 25.9 200.1 639.4 99.00 Appurtenance(s) 1.00 0.99 2.157 2.37 0.00 1.200 1.674 4.00 6.787 8.14 19.3 148.1 466.6 Totals: 99.00 716.2 23,658.5 Copyright©2021 by Tower Engineering Solutions. LLC.All rights reserved. .11-I-a!'-- . -,11 ram„ ; ,; 1' ; 1 ' �' :';:4"' Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B if1 I`l Height: 99.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D- Stiff Soil �r Gh: 1.1 Topography: 1 Struct Class: II Page: 16 ° "zi"`""'° S.11'ions Load Case: 1.2D+ 1.0Di + 1.0Wi 30 mph Wind Iterations 15 Dead Load Factor 1.20 a Wind Load Factor 1.00 V Orient Total Dead Horiz Vert Wind Mom Mom Elev qz qzGh Factor CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (Ib) (ft) (ft) (Ib) (lb-ft) (lb-ft) 1 99.00 MS-KI22-5(Kickers w/o 1 2.163 2.379 1.00 1.00 10.68 306.74 0.000 1.000 25.42 0.00 25.42 2 99.00 8843 3 2.163 2.379 0.50 0.75 3.26 482.84 0.000 1.000 7.76 0.00 7.76 3 99.00 4449 3 2.163 2.379 0.50 0.75 3.26 446.36 0.000 1.000 7.76 0.00 7.76 4 99.00 NHH-45C-R2B 6 2.163 2.379 0.55 0.75 58.50 2540.96 0.000 1.000 139.20 0.00 139.20 5 99.00 nL-Sub6 3 2.163 2.379 0.63 0.75 9.12 528.80 0.000 1.000 21.69 0.00 21.69 6 99.00 MS-H1242(Heavy Collar 1 2.163 2.379 1.00 1.00 5.01 316.13 0.000 1.000 11.92 0.00 11.92 7 99.00 COVP 3 2.163 2.379 0.38 0.75 1.65 86.08 0.000 1.000 3.92 0.00 3.92 8 99.00 MS-KI22-5(Kickers w/o 1 2.163 2.379 1.00 1.00 10.68 306.74 0.000 1.000 25.42 0.00 25.42 9 99.00 (3)HR w/Double V-Brace 1 2.163 2.379 1.00 1.00 31.07 1413.52 0.000 1.000 73.93 0.00 73.93 10 99.00 Low Profile Platform-flat 1 2.163 2.379 1.00 1.00 45.09 2144.51 0.000 1.000 107.29 0.00 107.29 11 80.00 FFHH-65C-R3 3 2.029 2.232 0.58 0.80 43.65 632.15 0.000 0.000 97.45 0.00 0.00 12 80.00 MIMO 825+B66 w/RRU 3 2.029 2.232 0.55 0.80 12.95 3553.44 0.000 0.000 28.92 0.00 0.00 13 80.00 T-Arm(Round) 3 2.029 2.232 0.56 0.75 24.56 1738.33 0.000 0.000 54.83 0.00 0.00 Totals: 14,496.61 605.50 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. ,., Mf y 5 " Bi ,- 9 4 f �� "tea 4/,X { �- ' .. �'9 �, .H�...-...�R//�. 'M Y.>W. �,� ...mY F•/�r ,G. . _ .�. � ., .. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B lid op Height: 99.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D- Stiff Soil ES Gh: 1.1 Topography: 1 Struct Class: II Page: 17 �J9�ei��"�"`�'" �"`°`'°ns Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind r Iterations 15 Dead Load Factor 1.20 Wind Load Factor 1.00 . Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Ib) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 46.30 1699.80 0.00 0.00 10.00 44.84 1667.96 0.00 0.00 15.00 43.32 1623.50 0.00 0.00 20.00 41.77 1573.38 0.00 0.00 25.00 40.21 1519.94 0.00 0.00 30.00 38.67 1464.27 0.00 0.00 35.00 38.77 1406.98 0.00 0.00 40.00 38.56 1348.44 0.00 0.00 45.00 38.10 1288.89 0.00 0.00 48.25 24.28 807.12 0.00 0.00 50.00 13.15 720.31 0.00 0.00 53.25 24.25 1301.57 0.00 0.00 55.00 12.85 412.37 0.00 0.00 60.00 36.33 1131.52 0.00 0.00 65.00 35.18 1069.40 0.00 0.00 70.00 33.90 1006.83 0.00 0.00 75.00 32.50 943.84 0.00 0.00 80.00 (9)attachments 212.19 6804.40 0.00 0.00 85.00 29.38 796.98 0.00 0.00 90.00 27.67 732.97 0.00 0.00 95.00 25.88 668.68 0.00 0.00 99.00 (23)attachments 443.63 9062.67 0.00 424.31 Totals: 1,321.72 39,051.81 0.00 424.31 Copyright©2021 by Tower Engineering Solutions. LLC.All rights reserved. �. �r� �� � .;��, ,...,, ,. �, i1 � ��.. 3 � ✓ro any a'.�� � �'�s � Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 11111 Height: 99.00 (ft) Crest Height: 0.00 E s Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 18 '° Ln ineennL"''°"""' Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind , Iterations 15 Dead Load Factor 1.20 Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -39.05 -1.32 0.00 -93.10 0.00 93.10 4138.55 1091.09 4728.65 4450.98 0.00 0.000 0.000 0.030 5.00 -37.35 -1.28 0.00 -86.48 0.00 86.48 4045.33 1051.68 4393.20 4192.45 0.00 -0.006 0.000 0.030 10.00 -35.68 -1.24 0.00 -80.08 0.00 80.08 3947.89 1012.27 4070.09 3937.00 0.01 -0.012 0.000 0.029 15.00 -34.06 -1.20 0.00 -73.88 0.00 73.88 3846.24 972.85 3759.31 3685.14 0.03 -0.019 0.000 0.029 20.00 -32.49 -1.16 0.00 -67.88 0.00 67.88 3740.37 933.44 3460.88 3437.36 0.05 -0.025 0.000 0.028 25.00 -30.97 -1.12 0.00 -62.07 0.00 62.07 3630.28 894.03 3174.79 3194.15 0.08 -0.032 0.000 0.028 30.00 -29.50 -1.09 0.00 -56.45 0.00 56.45 3515.97 854.61 2901.04 2956.01 0.12 -0.039 0.000 0.027 35.00 -28.10 -1.05 0.00 -51.01 0.00 51.01 3397.44 815.20 2639.63 2723.43 0.16 -0.047 0.000 0.027 40.00 -26.75 -1.02 0.00 -45.75 0.00 45.75 3274.70 775.79 2390.56 2496.92 0.22 -0.054 0.000 0.026 45.00 -25.46 -0.98 0.00 -40.67 0.00 40.67 3117.31 736.37 2153.83 2254.95 0.28 -0.062 0.000 0.026 48.25 -24.65 -0.96 0.00 -37.48 0.00 37.48 3008.86 710.75 2006.57 2099.98 0.32 -0.068 0.000 0.026 50.00 -23.93 -0.94 0.00 -35.81 0.00 35.81 2950.46 696.96 1929.44 2018.82 0.35 -0.071 0.000 0.026 53.25 -22.63 -0.92 0.00 -32.74 0.00 32.74 2908.33 687.01 1874.73 1961.26 0.40 -0.077 0.000 0.024 55.00 -22.22 -0.91 0.00 -31.13 0.00 31.13 2849.93 673.21 1800.20 1882.86 0.43 -0.080 0.000 0.024 60.00 -21.08 -0.87 0.00 -26.59 0.00 26.59 2683.09 633.80 1595.58 1667.65 0.52 -0.088 0.000 0.024 65.00 -20.01 -0.84 0.00 -22.22 0.00 22.22 2516.24 594.39 1403.31 1465.51 0.61 -0.096 0.000 0.023 70.00 -19.01 -0.81 0.00 -18.02 0.00 18.02 2349.39 554.97 1223.37 1276.42 0.72 -0.104 0.000 0.022 75.00 -18.06 -0.78 0.00 -13.98 0.00 13.98 2182.54 515.56 1055.78 1100.39 0.83 -0.112 0.000 0.021 80.00 -11.26 -0.55 0.00 -10.11 0.00 10.11 2015.69 476.15 900.53 937.42 0.95 -0.120 0.000 0.016 85.00 -10.46 -0.52 0.00 -7.35 0.00 7.35 1848.84 436.73 757.62 787.50 1.08 -0.127 0.000 0.015 90.00 -9.73 -0.49 0.00 -4.75 0.00 4.75 1681.99 397.32 627.04 650.64 1.22 -0.133 0.000 0.013 95.00 -9.06 -0.47 0.00 -2.29 0.00 2.29 1515.14 357.91 508.81 526.84 1.36 -0.138 0.000 0.010 99.00 0.00 -0.44 0.00 -0.42 0.00 0.42 1381.66 326.38 423.11 437.20 1.48 -0.140 0.000 0.001 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. 1 as ` ..+«, � •� "��',� „ " ;�' may_. '� a 2 �, �g�, `�� '�. '�FG Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Oro Site Name: METZGER Exposure: B l l r Height: 99.00 (ft) Crest Height: 0.00 ' Base Elev: 0.000 (ft) Site Class: D- Stiff Soil 1f Gh: 1.1 Topography: 1 Struct Class: II Page: 19 Soluoonb Load Case: 1.2D+ 1.0Ev+ 1.0Eh Iterations 16 Gust Response Factor 1.10 Sds 0.66 _,is Ss 0.86 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.50 S1 0.39 Wind Load Factor 0.00 Structure Frequency (f1) 0.71 SA 0.35 Seismic Importance Factor 1.00 Top Vertical Lateral Elev Wz Hz Ev Fs (ft) Description (Pb) (Pb) (Ib) (Ib) R: 1.50 0.00 0.00 0.00 0.00 0.00 5.00 1087.7 2.50 143.71 2.57 10.00 1049.5 7.50 138.67 11.99 15.00 1011.3 12.50 133.62 23.82 20.00 973.12 17.50 128.57 36.69 25.00 934.91 22.50 123.52 49.84 30.00 896.70 27.50 118.47 62.75 35.00 858.49 32.50 113.42 75.05 40.00 820.28 37.50 108.38 86.45 45.00 782.07 42.50 103.33 96.72 48.25 Bot-Section 2 487.86 46.63 64.46 55.82 50.00 500.15 49.13 66.08 62.42 53.25 Top-Section 1 904.00 51.63 119.44 158.18 55.00 247.95 54.13 32.76 25.98 60.00 682.63 57.50 90.19 123.08 65.00 644.42 62.50 85.14 127.77 70.00 606.21 67.50 80.09 130.73 75.00 568.00 72.50 75.04 131.94 80.00 Appurtenance(s) 4557.1 77.50 602.09 2972.56 85.00 471.78 82.50 62.33 121.59 90.00 433.57 87.50 57.28 117.16 95.00 395.37 92.50 52.24 111.09 99.00 Appurtenance(s) 3816.7 97.00 504.28 3182.78 Totals: 22,730.0 3,003.1 7,767.0 Total Wind: 8,978.8 Seismic Base Shear is Greater Than 50%of Wind Force-An Analysis is Required Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 r� Site Name: METZGER Exposure: B 111 I Height: 99.00 (ft) Crest Height: 0.00 E; 13 Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 20 '"" Ln'"``"""s"'°`""" Load Case: 1.2D + 1.0Ev+ 1.0Eh Iterations 16 Gust Response Factor 1.10 Sds 0.66 /,1---40- Ss 0.86 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.50 S1 0.39 Wind Load Factor 0.00 Structure Frequency(f1) 0.71 SA 0.35 Seismic Importance Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -30.10 -7.78 0.00 -661.67 0.00 661.67 4138.55 1091.09 4728.65 4450.98 0.00 0.00 0.156 5.00 -28.65 -7.80 0.00 -622.78 0.00 622.78 4045.33 1051.68 4393.20 4192.45 0.02 -0.04 0.156 10.00 -27.26 -7.80 0.00 -583.79 0.00 583.79 3947.89 1012.27 4070.09 3937.00 0.09 -0.09 0.155 15.00 -25.91 -7.80 0.00 -544.77 0.00 544.77 3846.24 972.85 3759.31 3685.14 0.21 -0.13 0.155 20.00 -24.62 -7.78 0.00 -505.77 0.00 505.77 3740.37 933.44 3460.88 3437.36 0.38 -0.18 0.154 25.00 -23.38 -7.75 0.00 -466.86 0.00 466.86 3630.28 894.03 3174.79 3194.15 0.60 -0.23 0.153 30.00 -22.19 -7.70 0.00 -428.12 0.00 428.12 3515.97 854.61 2901.04 2956.01 0.87 -0.29 0.151 35.00 -21.04 -7.64 0.00 -389.61 0.00 389.61 3397.44 815.20 2639.63 2723.43 1.20 -0.35 0.149 40.00 -19.95 -7.57 0.00 -351.40 0.00 351.40 3274.70 775.79 2390.56 2496.92 1.60 -0.40 0.147 45.00 -18.92 -7.48 0.00 -313.55 0.00 313.55 3117.31 736.37 2153.83 2254.95 2.06 -0.47 0.145 48.25 -18.27 -7.43 0.00 -289.24 0.00 289.24 3008.86 710.75 2006.57 2099.98 2.39 -0.51 0.144 50.00 -17.60 -7.37 0.00 -276.23 0.00 276.23 2950.46 696.96 1929.44 2018.82 2.58 -0.53 0.143 53.25 -16.40 -7.21 0.00 -252.27 0.00 252.27 2908.33 687.01 1874.73 1961.26 2.96 -0.58 0.134 55.00 -16.07 -7.20 0.00 -239.65 0.00 239.65 2849.93 673.21 1800.20 1882.86 3.17 -0.60 0.133 60.00 -15.16 -7.08 0.00 -203.66 0.00 203.66 2683.09 633.80 1595.58 1667.65 3.83 -0.66 0.128 65.00 -14.31 -6.96 0.00 -168.27 0.00 168.27 2516.24 594.39 1403.31 1465.51 4.56 -0.73 0.121 70.00 -13.51 -6.83 0.00 -133.48 0.00 133.48 2349.39 554.97 1223.37 1276.42 5.36 -0.79 0.110 75.00 -12.75 -6.70 0.00 -99.33 0.00 99.33 2182.54 515.56 1055.78 1100.39 6.22 -0.85 0.096 80.00 -6.74 -3.64 0.00 -65.82 0.00 65.82 2015.69 476.15 900.53 937.42 7.13 -0.90 0.074 85.00 -6.11 -3.51 0.00 -47.62 0.00 47.62 1848.84 436.73 757.62 787.50 8.10 -0.94 0.064 90.00 -5.54 -3.39 0.00 -30.05 0.00 30.05 1681.99 397.32 627.04 650.64 9.11 -0.98 0.050 95.00 -5.02 -3.27 0.00 -13.09 0.00 13.09 1515.14 357.91 508.81 526.84 10.16 -1.01 0.028 99.00 0.00 -3.18 0.00 0.00 0.00 0.00 1381.66 326.38 423.11 437.20 11.01 -1.02 0.000 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 'li Iil Height: 99.00 (ft) Crest Height: 0.00 E S Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 21 lock rLn>necrntg S(!utIo` Load Case: 0.9D + 1.0Ev+ 1.0Eh v� Iterations 16 Gust Response Factor 1.10 Sds 0.66 < -^ Ss 0.86 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.50 7 S1 0.39 Wind Load Factor 0.00 Structure Frequency (f1) 0.71 SA 0.35 Seismic Importance Factor 1.00 Top Vertical Lateral Elev Wz Hz Ev Fs (ft) Description (Ib) (Ib) (Ib) (Ib) R: 1.50 0.00 0.00 0.00 0.00 0.00 5.00 1075.4 2.50 142.09 2.55 10.00 1037.2 7.50 137.04 11.87 15.00 999.05 12.50 132.00 23.57 20.00 960.84 17.50 126.95 36.28 25.00 922.63 22.50 121.90 49.24 30.00 884.43 27.50 116.85 61.95 35.00 846.22 32.50 111.80 74.03 40.00 808.01 37.50 106.75 85.19 45.00 769.80 42.50 101.71 95.21 48.25 Bot-Section 2 479.88 46.63 63.40 54.89 50.00 495.85 49.13 65.51 62.09 53.25 Top-Section 1 896.03 51.63 118.38 157.29 55.00 243.65 54.13 32.19 25.51 60.00 670.36 57.50 88.57 120.75 65.00 632.15 62.50 83.52 125.15 70.00 593.94 67.50 78.47 127.83 75.00 555.73 72.50 73.42 128.76 80.00 Appurtenance(s) 4544.8 77.50 600.47 2982.37 85.00 464.46 82.50 61.37 119.72 90.00 426.25 87.50 56.32 115.13 95.00 388.04 92.50 51.27 108.90 99.00 Appurtenance(s) 3810.9 97.00 503.50 3198.66 Totals: 22,505.9 2,973.5 7,767.0 Total Wind: 8,978.8 Seismic Base Shear is Greater Than 50%of Wind Force-An Analysis is Required Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. -.� < , � � fir. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 ifiltlill Site Name: METZGER Exposure: B Height: 99.00 (ft) Crest Height: 0.00 t1 Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 22 s°"`L°=;nEz""g °'°"""' Load Case: 0.9D + 1.0Ev+ 1.0Eh Iterations 16 Gust Response Factor 1.10 Sds 0.66 , Ss 0.86 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.50 1 S1 0.39 Wind Load Factor 0.00 Structure Frequency (fl) 0.71 SA 0.35 Seismic Importance Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -23.29 -7.78 0.00 -659.59 0.00 659.59 4138.55 1091.09 4728.65 4450.98 0.00 0.00 0.154 5.00 -22.17 -7.79 0.00 -620.71 0.00 620.71 4045.33 1051.68 4393.20 4192.45 0.02 -0.04 0.154 10.00 -21.09 -7.79 0.00 -581.77 0.00 581.77 3947.89 1012.27 4070.09 3937.00 0.09 -0.09 0.153 15.00 -20.05 -7.78 0.00 -542.80 0.00 542.80 3846.24 972.85 3759.31 3685.14 0.21 -0.13 0.153 20.00 -19.05 -7.76 0.00 -503.88 0.00 503.88 3740.37 933.44 3460.88 3437.36 0.37 -0.18 0.152 25.00 -18.09 -7.73 0.00 -465.08 0.00 465.08 3630.28 894.03 3174.79 3194.15 0.59 -0.23 0.151 30.00 -17.16 -7.68 0.00 -426.45 0.00 426.45 3515.97 854.61 2901.04 2956.01 0.87 -0.29 0.149 35.00 -16.28 -7.61 0.00 -388.07 0.00 388.07 3397.44 815.20 2639.63 2723.43 1.20 -0.34 0.147 40.00 -15.43 -7.54 0.00 -350.00 0.00 350.00 3274.70 775.79 2390.56 2496.92 1.59 -0.40 0.145 45.00 -14.63 -7.45 0.00 -312.31 0.00 312.31 3117.31 736.37 2153.83 2254.95 2.05 -0.46 0.143 48.25 -14.13 -7.40 0.00 -288.09 0.00 288.09 3008.86 710.75 2006.57 2099.98 2.38 -0.51 0.142 50.00 -13.61 -7.34 0.00 -275.14 0.00 275.14 2950.46 696.96 1929.44 2018.82 2.57 -0.53 0.141 53.25 -12.68 -7.18 0.00 -251.28 0.00 251.28 2908.33 687.01 1874.73 1961.26 2.95 -0.57 0.133 55.00 -12.42 -7.16 0.00 -238.71 0.00 238.71 2849.93 673.21 1800.20 1882.86 3.16 -0.60 0.131 60.00 -11.72 -7.05 0.00 -202.89 0.00 202.89 2683.09 633.80 1595.58 1667.65 3.82 -0.66 0.126 65.00 -11.06 -6.93 0.00 -167.65 0.00 167.65 2516.24 594.39 1403.31 1465.51 4.55 -0.72 0.119 70.00 -10.44 -6.80 0.00 -133.01 0.00 133.01 2349.39 554.97 1223.37 1276.42 5.34 -0.78 0.109 75.00 -9.86 -6.68 0.00 -99.00 0.00 99.00 2182.54 515.56 1055.78 1100.39 6.19 -0.84 0.095 80.00 -5.20 -3.63 0.00 -65.63 0.00 65.63 2015.69 476.15 900.53 937.42 7.11 -0.90 0.073 85.00 -4.72 -3.50 0.00 -47.50 0.00 47.50 1848.84 436.73 757.62 787.50 8.07 -0.94 0.063 90.00 -4.28 -3.38 0.00 -29.98 0.00 29.98 1681.99 397.32 627.04 650.64 9.08 -0.98 0.049 95.00 -3.88 -3.27 0.00 -13.07 0.00 13.07 1515.14 357.91 508.81 526.84 10.12 -1.01 0.027 99.00 0.00 -3.20 0.00 0.00 0.00 0.00 1381.66 326.38 423.11 437.20 10.97 -1.02 0.000 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. t,a:;a , <z,.�. ,;: :a' ..s..,.E .,.��<�:<<. Y e.,& �..., m,. _..� +„ ....,..<�',:.:.�..,.s.,�„✓.=a '.. s�z,'-�,'-.*�;.T.'_ =`.,,,,,.,<.� - .u,,, rro '4s Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 110 Height: 99.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Ii Gh: 1.1 Topography: 1 Struct Class: II Page: 23 ov,erLngineerfitScdunoes Load Case: 1.0D + 1.0W 60 mph Wind Iterations 16 Dead Load Factor 1.00 Wind Load Factor 1.00 r. Tot Ice Wind Dead Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 5.484 6.03 223.48 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 5.484 6.03 215.46 0.730 0.000 5.00 21.860 15.96 96.3 0.0 1038.7 10.00 1.00 0.70 5.484 6.03 207.45 0.730 0.000 5.00 21.062 15.37 92.7 0.0 1000.4 15.00 1.00 0.70 5.484 6.03 199.43 0.730 0.000 5.00 20.263 14.79 89.2 0.0 962.2 20.00 1.00 0.70 5.484 6.03 191.42 0.730 0.000 5.00 19.465 14.21 85.7 0.0 924.0 25.00 1.00 0.70 5.484 6.03 183.40 0.730 0.000 5.00 18.667 13.63 82.2 0.0 885.8 30.00 1.00 0.70 5.488 6.04 175.46 0.730 0.000 5.00 17.868 13.04 78.7 0.0 847.6 35.00 1.00 0.73 5.735 6.31 171.17 0.730 0.000 5.00 17.070 12.46 78.6 0.0 809.4 40.00 1.00 0.76 5.958 6.55 166.11 0.730 0.000 5.00 16.272 11.88 77.9 0.0 771.2 45.00 1.00 0.79 6.162 6.78 160.44 0.730 0.000 5.00 15.473 11.30 76.6 0.0 733.0 48.25 Bot-Section 2 1.00 0.80 6.286 6.91 156.46 0.730 0.000 3.25 9.630 7.03 48.6 0.0 455.9 50.00 1.00 0.81 6.351 6.99 154.24 0.730 0.000 1.75 5.156 3.76 26.3 0.0 483.0 53.25 Top-Section 1 1.00 0.83 6.466 7.11 149.98 0.730 0.000 3.25 9.317 6.80 48.4 0.0 872.1 55.00 1.00 0.83 6.526 7.18 151.09 0.730 0.000 1.75 4.877 3.56 25.6 0.0 230.8 60.00 1.00 0.85 6.690 7.36 144.13 0.730 0.000 5.00 13.396 9.78 72.0 0.0 633.5 65.00 1.00 0.87 6.845 7.53 136.83 0.730 0.000 5.00 12.597 9.20 69.2 0.0 595.3 70.00 1.00 0.89 6.991 7.69 129.23 0.730 0.000 5.00 11.799 8.61 66.2 0.0 557.1 75.00 1.00 0.91 7.131 7.84 121.37 0.730 0.000 5.00 11.001 8.03 63.0 0.0 518.9 80.00 Appurtenance(s) 1.00 0.93 7.263 7.99 113.27 0.730 0.000 5.00 10.202 7.45 59.5 0.0 480.7 85.00 1.00 0.94 7.390 8.13 104.95 0.730 0.000 5.00 9.404 6.86 55.8 0.0 442.5 90.00 1.00 0.96 7.512 8.26 96.43 0.730 0.000 5.00 8.606 6.28 51.9 0.0 404.3 95.00 1.00 0.97 7.629 8.39 87.73 0.730 0.000 5.00 7.807 5.70 47.8 0.0 366.1 99.00 Appurtenance(s) 1.00 0.99 7.719 8.49 80.64 0.730 0.000 4.00 5.671 4.14 35.2 0.0 265.4 Totals: 99.00 1,427.4 14,278.0 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. • Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 1) I1 Height: 99.00 (ft) Crest Height: 0.00 -i' Base Elev: 0.000 (ft) Site Class: D- Stiff Soil J J Gh: 1.1 Topography: 1 Struct Class: II Page: 24 l°""L r.”,g Load Case: 1.OD + 1.0W 60 mph Wind Iterations 16 Dead Load Factor 1.00 Wind Load Factor 1.00 Orient Total Dead Horiz Vert Wind Mom Mom Elev qz qzGh Factor CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) .(lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 99.00 MS-K122-5(Kickers w/o 1 7.741 8.516 1.00 1.00 5.33 146.00 0.000 1.000 45.39 0.00 45.39 2 99.00 8843 3 7.741 8.516 0.50 0.75 2.49 225.00 0.000 1.000 21.18 0.00 21.18 3 99.00 4449 3 7.741 8.516 0.50 0.75 2.49 210.00 0.000 1.000 21.18 0.00 21.18 4 99.00 NHH-45C-R2B 6 7.741 8.516 0.55 0.75 52.91 522.60 0.000 1.000 450.59 0.00 450.59 5 99.00 nL-Sub6 3 7.741 8.516 0.63 0.75 7.62 244.80 0.000 1.000 64.86 0.00 64.86 6 99.00 MS-H1242(Heavy Collar 1 7.741 8.516 1.00 1.00 2.50 150.60 0.000 1.000 21.29 0.00 21.29 7 99.00 COVP 3 7.741 8.516 0.38 0.75 0.93 33.00 0.000 1.000 7.95 0.00 7.95 8 99.00 MS-K122-5(Kickers w/o 1 7.741 8.516 1.00 1.00 5.33 146.00 0.000 1.000 45.39 0.00 45.39 9 99.00 (3)HR w/Double V-Brace 1 7.741 8.516 1.00 1.00 15.50 650.00 0.000 1.000 131.99 0.00 131.99 10 99.00 Low Profile Platform-flat 1 7.741 8.516 1.00 1.00 25.00 1200.00 0.000 1.000 212.89 0.00 212.89 11 80.00 FFHH-65C-R3 3 7.263 7.990 0.58 0.80 36.48 382.80 0.000 0.000 291.44 0.00 0.00 12 80.00 MIMO B25+B66 w/RRU 3 7.263 7.990 0.55 0.80 28.09 2594.55 0.000 0.000 224.39 0.00 0.00 13 80.00 T-Arm(Round) 3 7.263 7.990 0.56 0.75 13.50 1050.00 0.000 0.000 107.86 0.00 0.00 Totals: 7,555.35 1,646.41 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. ,.E ;err. i �xi,.'„ ,,:e� •i*,,;?., ..., .,. f 'ti` izs,.*:. < ... ;a:F e.,ivs,- 3fxor? „, ,.. Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 � `� Site Name: METZGER Exposure: B M Height: 99.00 (ft) Crest Height: 0.00 E Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 25 '°Were"v")zf°°�Solutions Load Case: 1.0D + 1.0W 60 mph Wind Iterations 16 Dead Load Factor 1.00 _..u. Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Pb) (Pb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 96.25 1079.56 0.00 0.00 10.00 92.74 1041.35 0.00 0.00 15.00 89.22 1003.14 0.00 0.00 20.00 85.71 964.93 0.00 0.00 25.00 82.19 926.73 0.00 0.00 30.00 78.74 888.52 0.00 0.00 35.00 78.61 850.31 0.00 0.00 40.00 77.85 812.10 0.00 0.00 45.00 76.57 773.89 0.00 0.00 48.25 48.61 482.54 0.00 0.00 50.00 26.30 497.28 0.00 0.00 53.25 48.37 898.69 0.00 0.00 55.00 25.56 245.08 0.00 0.00 60.00 71.96 674.45 0.00 0.00 65.00 69.24 636.24 0.00 0.00 70.00 66.24 598.03 0.00 0.00 75.00 62.99 559.82 0.00 0.00 80.00 (9)attachments 683.20 4548.96 0.00 0.00 85.00 55.81 466.90 0.00 0.00 90.00 51.91 428.69 0.00 0.00 95.00 47.83 390.48 0.00 0.00 99.00 (23)attachments 1057.86 3812.88 0.00 1022.71 Totals: 3,073.77 22,580.57 0.00 1,022.71 Copyright©2021 by Tower Engineering Solutions. LLC.All rights reserved. • .�:r F �* igy, tr s rk»' .. * '` ,a� �:� -� .:: ;,3>`°,• " .`� Z✓ �Yx ... a , . rs• r �,r `�3 �z ? 'yy .; �.�a �.y° Y?� !� ;:✓ y, , p�'�/' �: ✓ �� +s� � F g,� Pam* �� fix". F ✓,� ��'l .a'�2z .�� .. y.. .. 's .s Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 111701 Height: 99.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D- Stiff SoilI in [ Gh: 1.1 Topography: 1 Struct Class: II Page: 26 ""`Ln`""`"""''u`'°"` Load Case: 1.0D + 1.0W 60 mph Wind Iterations 16 Dead Load Factor 1.00 Wind Load Factor 1.00 x. Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -22.58 -3.08 0.00 -221.31 0.00 221.31 4138.55 1091.09 4728.65 4450.98 0.00 0.000 0.000 0.055 5.00 -21.50 -2.99 0.00 -205.92 0.00 205.92 4045.33 1051.68 4393.20 4192.45 0.01 -0.014 0.000 0.054 10.00 -20.46 -2.90 0.00 -191.00 0.00 191.00 3947.89 1012.27 4070.09 3937.00 0.03 -0.029 0.000 0.054 15.00 -19.45 -2.81 0.00 -176.51 0.00 176.51 3846.24 972.85 3759.31 3685.14 0.07 -0.044 0.000 0.053 20.00 -18.49 -2.73 0.00 -162.44 0.00 162.44 3740.37 933.44 3460.88 3437.36 0.12 -0.060 0.000 0.052 25.00 -17.56 -2.65 0.00 -148.78 0.00 148.78 3630.28 894.03 3174.79 3194.15 0.20 -0.077 0.000 0.051 30.00 -16.67 -2.58 0.00 -135.51 0.00 135.51 3515.97 854.61 2901.04 2956.01 0.29 -0.094 0.000 0.051 35.00 -15.82 -2.50 0.00 -122.62 0.00 122.62 3397.44 815.20 2639.63 2723.43 0.39 -0.112 0.000 0.050 40.00 -15.01 -2.43 0.00 -110.10 0.00 110.10 3274.70 775.79 2390.56 2496.92 0.52 -0.130 0.000 0.049 45.00 -14.23 -2.35 0.00 -97.96 0.00 97.96 3117.31 736.37 2153.83 2254.95 0.67 -0.149 0.000 0.048 48.25 -13.75 -2.31 0.00 -90.31 0.00 90.31 3008.86 710.75 2006.57 2099.98 0.77 -0.162 0.000 0.048 50.00 -13.25 -2.28 0.00 -86.27 0.00 86.27 2950.46 696.96 1929.44 2018.82 0.83 -0.170 0.000 0.047 53.25 -12.35 -2.23 0.00 -78.85 0.00 78.85 2908.33 687.01 1874.73 1961.26 0.95 -0.184 0.000 0.044 55.00 -12.11 -2.21 0.00 -74.95 0.00 74.95 2849.93 673.21 1800.20 1882.86 1.02 -0.191 0.000 0.044 60.00 -11.43 -2.14 0.00 -63.90 0.00 63.90 2683.09 633.80 1595.58 1667.65 1.23 -0.211 0.000 0.043 65.00 -10.80 -2.07 0.00 -53.20 0.00 53.20 2516.24 594.39 1403.31 1465.51 1.47 -0.231 0.000 0.041 70.00 -10.20 -2.01 0.00 -42.85 0.00 42.85 2349.39 554.97 1223.37 1276.42 1.72 -0.250 0.000 0.038 75.00 -9.64 -1.94 0.00 -32.82 0.00 32.82 2182.54 515.56 1055.78 1100.39 1.99 -0.269 0.000 0.034 80.00 -5.09 -1.24 0.00 -23.10 0.00 23.10 2015.69 476.15 900.53 937.42 2.28 -0.287 0.000 0.027 85.00 -4.63 -1.18 0.00 -16.90 0.00 16.90 1848.84 436.73 757.62 787.50 2.59 -0.303 0.000 0.024 90.00 -4.20 -1.13 0.00 -10.99 0.00 10.99 1681.99 397.32 627.04 650.64 2.92 -0.317 0.000 0.019 95.00 -3.81 -1.08 0.00 -5.34 0.00 5.34 1515.14 357.91 508.81 526.84 3.26 -0.329 0.000 0.013 99.00 0.00 -1.06 0.00 -1.02 0.00 1.02 1381.66 326.38 423.11 437.20 3.54 -0.333 0.000 0.002 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. Structure: 299828-VZW Code: EIAlTIA-222-H 2/12/2021 �i �� Site Name: METZGER Exposure: B ! ! Height: 99.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Ii Gh: 1.1 Topography: 1 Struct Class: II Page: 27 50'werE..nr neezingSolutions Reactions Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) 1.2D+1.0W 97 mph Wind 9.0 0.00 27.09 0.00 0.00 648.18 0.9D+ 1.0W 97 mph Wind 9.0 0.00 20.32 0.00 0.00 645.56 1.2D+1.0Di+ 1.0Wi 30 mph Wind 1.3 0.00 39.05 0.00 0.00 93.10 1.2D+1.0Ev+ 1.0Eh 7.8 0.00 30.10 0.00 0.00 661.67 0.9D+1.0Ev+ 1.0Eh 7.8 0.00 23.29 0.00 0.00 659.59 1.0D+1.0W 60 mph Wind 3.1 0.00 22.58 0.00 0.00 221.31 Max Stresses Pu Vu Tu Mu Mu Resultant phi phi phi phi FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Elev Stress Load Case (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+ 1.0W 97 mph Wind -27.09 -8.99 0.00 -648.18 0.00 -648.18 4138.55 1091.0 4728.65 4450.98 0.00 0.152 0.9D+ 1.0W 97 mph Wind -20.32 -8.99 0.00 -645.56 0.00 -645.56 4138.55 1091.0 4728.65 4450.98 0.00 0.150 1.2D+ 1.0Di+1.0Wi 30 mph Wind -39.05 -1.32 0.00 -93.10 0.00 -93.10 4138.55 1091.0 4728.65 4450.98 0.00 0.030 1.2D+1.0Ev+ 1.0Eh -30.10 -7.78 0.00 -661.67 0.00 -661.67 4138.55 1091.0 4728.65 4450.98 0.00 0.156 0.9D+1.0Ev+1.0Eh -23.29 -7.78 0.00 -659.59 0.00 -659.59 4138.55 1091.0 4728.65 4450.98 0.00 0.154 1.0D+1.0W 60 mph Wind -22.58 -3.08 0.00 -221.31 0.00 -221.31 4138.55 1091.0 4728.65 4450.98 0.00 0.055 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. t, Structure: 299828-VZW Code: EIA/TIA-222-H 2/12/2021 Site Name: METZGER Exposure: B 110 Height: 99.00 (ft) Crest Height: 0.00 1`S Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 28 T°'°z`Fin ",,,Soh on, Reactions I Base Plate I Anchor Bolts Original Design Yield(ksi): 50.00 Bolt Circle: 59.25 Moment(kip-ft): 3289.00 Width(in): 65.00 Number Bolts: 16.00 Axial(kip): 41.25 Style: Round Bolt Type: 2.25" 18J Shear(kip): 54.22 Polygon Sides: 0.00 Bolt Diameter(in): 2.25 Analysis(1.2D+ 1.0Ev+ 1.0Eh) Clip Length(in): 0.00 Yield(ksi): 75.00 Moment(kip-ft): 661.67 Effective Len (in): 14.36 Ultimate(ksi): 100.00 Axial(kip): 30.10 Moment(kip-in): 119.33 Arrangement: Radial Shear(kip): 7.78 Allow Stress(ksi): 67.50 Cluster Dist(in): 0.00 Applied Stress(ksi): 5.40 Start Angle(deg): 0.00 Stress Ratio: 0.08 Compression Force(kip): 35.94 Allowable(kip): 268.39 Ratio: 0.13 Tension Force(kip): 31.06 Allowable(kip): 243.75 Ratio: 0.13 Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. • ill I 1) Pier Foundation Design For Monopole Date 2/12/2021 Customer Name: Verizon EIA/TIA Standard: EIA-222-H Site Name: METZGER Structure Height(Ft.): 99 Site Number: 299828-VZW Engineer Name: M.Baker 'rower II iittcriri„.S,,iiinic ta.. Engr.Number: 100614 Engineer Login ID: Foundation Info Obtained from: Drawings/Calculations Structure Type: Monopole E 7 ft• .. Analysis or Design? Analysis �0.50 ft. I Base Reactions(Factored): / f 7/ A Axial Load(Kips): 30.1 Shear Force(Kips): 7.8 I l Uplift Force(Kips): 0.0 Moment(Kips-ft): 661.7 7.5 ft. (36)#8 rebar 1 Foundation Geometries: ; (46)#5 ties Diameter of Pier(ft.): 7.0 ' Depth of Base B.G.S.: 26.0_;'ft. - I 26.0 ft. Pier Height A.G.(ft.): 0.50 j j V Material Properties and Reabr Info: 7.0 ft. Concrete Strength(psi): 4000 Steel Elastic Modulus: 29000 ksi Vertical bar yield(ksi) 60 Tie steel yield strength: 60 ksi (36)#8 rebar 7 ft.4)Pier Vertical Rebar Size#: 8 Tie/Stirrup Size#: 5C....) 46)#5 ties Qty.of Vertical Rebars: 36 Tie Spacing: 8.0 in. Concrete Cover(in.): 3 Concrete unit weight: 150.0 pcf Soil Design Parameters: Monopole Pier Foundation Water Table B.G.S.(ft): 7.5 Unit weight of water: 62.4 psf Ratio of Uplift/Axial Skin Friction: 1.0 Pullout failure Angle: 30 (°) Skin Frictions are to be obtained from: Soil Report 5000 Depth of Layers(ft) ys°;i 4) Cohesion Ultimate Skin Ultimate Soil Friction(psf) Bearing(psf) Types Top Bottom (pcf) (°) (psf) 0.0 2.5 110 0 14.4 2.5 27.0 110 30 0 27.0 32.0 Soil weight Increase Factor for bouyant soils(1.0 to 1.15): 1.1 Foundation Analysis and Design: Uplift Strength Reduction Factor: 0.75 Soil Bearing Strength Reduction Factor: 0.75 Total Dry Soil Volume from Conical Failure(cu.Ft.): 6025 Dry Soil Weight from Conical Failure: 663 Kips Total Buoyant Soil volume from Conical Failure (cu.Ft.): 4383 Buoyant Soil Weight from Conical Failure (Ki 168 Kips Total Dry Concrete volume(cu.Ft.): 308 Total Dry Concrete Weight: 46.2 Kips Total Buoyant Concrete Volume(cu.Ft.): 712.0 Total Buoyant Concrete Weight: 62.37 Kips Total Effective Concrete Weight(Kips): 108.5 Total Effective Soil Weight: 830.5 Kips Total Effective Vertical Load on Base(Kips): 79.6 TES Engr.Number: 100614 Page 2/2 Date: 2/12/2021 Check Soil Capacities: Usage Allowable Foundation Overturning Resistance(kips-ft.): 5727.1 > Design Factored Moment(kips-ft): 797 0.14 OK! Factor of Safety of Passive Soil Resistance against Moment: 7.19 OK! Check the capacities of Reinforceing Concrete: Strength reduction factor(Flexure and axial tension): 0.90 Strength reduction factor(Shear): 0.75 Strength reduction factor(Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 Reinforcing Concrete Pier: usage Vertical Steel Rebar Area(sq.in./each): 0.79 Tie/Stirrup Area(sq.in./each): 0.31 Calculated Moment Capacity(Mn,Kips-Ft): 4814.4 > Design Factored Moment(Mu,K-Ft): 682.6 0.14 OK! Calculated Shear Capacity(Kips): 1035.1 > Design Factored Shear(Kips): 60.5 0.06 OK! Calculated Tension Capacity(Tn,Kips): 1535.8 > Design Factored Tension(Tu Kips): 0.0 0.00 OK! Calculated Compression Capacity(Pn,Kips): 9748 > Design Factored Axial Load(Pu Kips): 30.1 0.00 OK! Moment&Axial Strength Combination: 0.14 OK! Max.Allowable Tie/Stirrup Spacing: 12.00 in. Pier Reinforcement Ratio: 0.005 Reinforcement Ratio is too small 41 Iii 41 Pier Foundation Design For Monopole Date 2/12/2021 1144S Customer Name: Verizon EIA/TIA Standard: EIA-222-H Site Name: METZGER Structure Height(Ft.): 99 Site Number: 299828-VZW Engineer Name: M. Baker lower Enginceriiw Ssalzttitm>. Engr.Number: 100614 Engineer Login ID: Foundation Info Obtained from: Drawings/Calculations Structure Type: Monopole 7 ft. .p Analysis or Design? Analysis 0.50 ft. i j Base Reactions(Factored): ll f i f Axial Load(Kips): 30.1 Shear Force(Kips): 7.8 Uplift Force(Kips): 0.0 Moment(Kips-ft): 661.7 7.5 ft. (36)#8 rebar Foundation Geometries: (46)#5 ties j Diameter of Pier(ft.): 7.0 Depth of Base B.G.S.: 26.0 ft. 26.0,ft. Pier Height A.G.(ft.): 0.50 Material Properties and Reabr Info: 7.0 ft. Concrete Strength(psi): 4000 Steel Elastic Modulus: 29000 ksi Vertical bar yield(ksi) 60 Tie steel yield strength: 60 ksi (36)#8 rebar �,� --7 ft.c Pier Vertical Rebar Size#: 8 Tie/Stirrup Size#: 5 (46)#5 ties • Qty.of Vertical Rebars: 36 Tie Spacing: 8.0 in. Concrete Cover(in.): 3 Concrete unit weight: 150.0 pcf Soil Design Parameters: Monopole Pier Foundation Water Table B.G.S.(ft): 7.5 Unit weight of water: 62.4 psf Ratio of Uplift/Axial Skin Friction: 1.0 Pullout failure Angle: 30 (") Skin Frictions are to be obtained from: Soil Report 5000 Depth of Layers(ft) yso;i 4) Cohesion Ultimate Skin Ultimate Soil Friction(psf) Bearing(psf) Types Top Bottom (pcf) (°) (psf) 0.0 2.5 110 0 14.4 2.5 27.0 110 30 0 27.0 32.0 Soil weight Increase Factor for bouyant soils(1.0 to 1.15): 1.1 Foundation Analysis and Design: Uplift Strength Reduction Factor: 0.75 Soil Bearing Strength Reduction Factor: 0.75 Total Dry Soil Volume from Conical Failure(cu.Ft.): 6025 Dry Soil Weight from Conical Failure: 663 Kips Total Buoyant Soil Volume from Conical Failure (cu.Ft.): 4383 Buoyant Soil Weight from Conical Failure (Ki 168 Kips Total Dry Concrete Volume(cu.Ft.): 308 Total Dry Concrete Weight: 46.2 Kips Total Buoyant Concrete Volume(cu.Ft.): 712.0 Total Buoyant Concrete Weight: 62.37 Kips Total Effective Concrete Weight(Kips): 108.5 Total Effective Soil Weight: 830.5 Kips Total Effective Vertical Load on Base(Kips): 79.6 TES Engr.Number: 100614 Page 2/2 Date: 2/12/2021 Check Soil Capacities: Usage Allowable Foundation Overturning Resistance(kips-ft.): 5727.1 > Design Factored Moment(kips-ft): 797 0.14 OK! Factor of Safety of Passive Soil Resistance against Moment: 7.19 OK! Check the capacities of Reinforceing Concrete: Strength reduction factor(Flexure and axial tension): 0.90 Strength reduction factor(Shear): 0.75 Strength reduction factor(Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 Reinforcing Concrete Pier: Usage Vertical Steel Rebar Area(sq.in./each): 0.79 Tie/Stirrup Area(sq.in./each): 0.31 Calculated Moment Capacity(Mn,Kips-Ft): 4814.4 > Design Factored Moment(Mu,K-Ft): 682.6 0.14 OK! Calculated Shear Capacity(Kips): 1035.1 > Design Factored Shear(Kips): 60.5 0.06 OK! Calculated Tension Capacity(Tn,Kips): 1535.8 > Design Factored Tension(Tu Kips): 0.0 0.00 OK! Calculated Compression Capacity(Pn,Kips): 9748 > Design Factored Axial Load(Pu Kips): 30.1 0.00 OK! Moment&Axial Strength Combination: 0.14 OK! Max.Allowable Tie/Stirrup Spacing: 12.00 in. Pier Reinforcement Ratio: 0.005 Reinforcement Ratio is too small