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IE94414A_CA45527-A-03_Anchor_Passing SA_05.14.21_v1-APPROVED
City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM hAh APPROVED T "ES Tower Engineering Solutions Phone (972) 483-0607,Fax(972) 975-9615 1320 Greenway Drive,Suite 600,Irving,Texas 75038 Structural Analysis Report Existing 75 ft EEI Monopine Customer Name: SBA Communications Corp Customer Site Number: CA45527-A Customer Site Name: Machado Carrier Name: T-Mobile (App#: 145353, V1) Carrier Site ID/ Name: IE94414A/ IE94414A Site Location: 16401 Lakeshore Dr. Lake Elsinore, California Riverside County Latitude: 33.688444 QY'pFEssk3� _ Longitude: -117.374583 ���,'�',_`pl Nq�'tiys S 6842 can * EXP.0"It23 t Analysis Result: ��ofcAVFc1� Max Structural Usage: 78.8%[Pass] 05/13/2021 Max Foundation Usage: 64.8% [Pass] Additional Usage Caused by Mount Modification : +1.0% Report Prepared By : Linfeng Chen TES Project Number: 108078 Page 1 May 13, 2021 City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM hAh APPROVED T "ES Tower Engineering Solutions Phone (972) 483-0607,Fax(972) 975-9615 1320 Greenway Drive,Suite 600,Irving,Texas 75038 Structural Analysis Report Existing 75 ft EEI Monopine Customer Name: SBA Communications Corp Customer Site Number: CA45527-A Customer Site Name: Machado Carrier Name: T-Mobile (App#: 145353, V1) Carrier Site ID/ Name: IE94414A/ IE94414A Site Location: 16401 Lakeshore Dr. Lake Elsinore, California Riverside County Latitude: 33.688444 Longitude: -117.374583 Analysis Result: Max Structural Usage: 78.8%[Pass] Max Foundation Usage: 64.8% [Pass] Additional Usage Caused by Mount Modification : +1.0% Report Prepared By : Linfeng Chen TES Project Number: 108078 Page 1 May 13, 2021 City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM Introductio"Ag The purpose of this report is to summarize the analysis results on the 75 ft EEI Monopine to support the prop eP+ R nO E ss n 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 Engineered Endeavors Incorporated,Drawing No.GS52632,dated September 5, 2000 Foundation Drawing N/A Geotechnical Report N/A Modification Drawings Semaan Engineering Solutions, LLC, Project No.CA2502,dated June 19,2009 Mount Analysis TES,Job#108109, Dated 05/11/21 Analysis Criteria The feasibility analysis was performed in accordance with the requirements and stipulations of the TIA- 222-H. In accordance with this standard,the structure was analyzed using 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: 96.0 mph (3-Sec. Gust) (Ultimate wind speed) Wind Speed with Ice: No ice considered Service Load Wind Speed: 60 mph + 0" Radial ice Standard/Codes: TIA-222-H / 2018 IBC/2019 CBC Exposure Category: C Risk Category: 11 Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: Ss = 2.347, S1 = 0.836 This structural analysis is based upon the tower being classified as a Risk Category 11; however, if a different classification is required subsequent to the date hereof,the tower classification will be changed to meet such requirement and a new structural analysis will be run. TES Project Number: 108078 Page 2 May 13,2021 City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM Existing An"nM Mounts and Transmission Lines The t��� yNt antennas, mounts and transmission lines that were considered in the EDanaly I s Is I Elevation Transmission Items eft) Qry. Antenna Descriptions Mount Type &Qty. Lines Owner 1 6 Commscope NHH-65C-R213-Panel (1)15/8" (3)T-Arms w/ 2 73.0 3 Ericsson Radio 8843 132/1366A RRU Hybrid Verizon 3 1 Raycap RCMDC-6600-PF-48 (3)Valmont R5-216 (12)7/8" 4 3 RFS APXVBBLLI5X_43-C-120-Panel (3)1-1/4" 5 3 Nokia AAHC-Panel (3)T-Arms Hybrid Sprint 6 63.0 6 Alcatel-Lucent 800 MHz 2X50W RRH (1)1.689" Nextel 7 3 ALU 1900 MHz 4X45 65 MHz RRH Hybrid - 3 Ericsson-AIR32-Panel (12)15/8" 53.0 3 Andrew-HBX-6516DS-VTM-Panel (3)T-Arms (1)6x12 Hybrid T-Mobile F 1 3 Andrew-ETW190VS12UB-TMA/TTA Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. Elevation Transmission Items eft) Qry. Antenna Descriptions Mount Type &Qty. Lines Owner 8 3 Ericsson AIR6449 B41-Panel (9)15/8" 9 3 Commscope FFV4-65B-R3-V1-Panel (1)1.417" 10 3 Ericsson RRU 4424 B25 6x12 HCS 10 53.0 (3)Modified T-Arms AWG 30M T-Mobile (3)1.417" 11 3 Ericsson RRU 4415 B66A Ericsson 6x12 HCS 6AWG 30m See the attached coax layout for the line placement considered in the analysis. TES Project Number: 108078 Page 3 May 13,2021 City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM Analysis Rewli The r ysis, performed for the wind and ice loading and antenna equipment as defin d bofe,mrm as the following: Pole shafts Anchor Base Plate Bolts Max. Usage: 57.7% 56.3% 78.8% Pass/Fail Pass Pass Pass Foundations Moment(Kip-Ft) Shear(Kips) Original Design Reactions 1182.2 20.1 Analysis Reactions 1034.9 17.3 Factored Reactions* 1596.0 27.2 %of Design Reactions 64.8% 63.6% * Per section 15.6.2 of the TIA-222-H standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. No foundation drawing or geotechnical report is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 108078 Page 4 May 13,2021 City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM Service LoaxK (Rigidity): Operolci�tie tower are found to be within the limits prescribed by TIA-222 for the insta a an en �/ Em twist/sway at the elevation of the proposed equipment is 1.0607 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: 108078 Page 5 May 13,2021 City of Lake Elsinore BUILDING DIVISION Permit # BLDG 2021-1514 Date: 08/02/2021 9:46:00 AM -F,,4g Standard Conditions APPROVED 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: 108078 Page 6 May 13,2021 Citv of Lake Elsinore -' age Diagram - Max Ratio 57.65% at O.Oft AM Code: EIA/TIA-222-H 5/13/2021 111 Site Name: Mach t g Exposure: C IA Heiy lt: ". Gh: 1.1 IES Base Elev• f Page: 1 Tower Engineering Solutions Dead Load Factor: 1.20 v Iterations: 19 Wind Load Factor: 1.00 x Load Case : 1.2D + 1.OW 96 mph Wind Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. 75 u" 75.000' a a 73.000 1.00 70.ODO 68.ODO 65.0DO 63.000 \ 60.ODO '® 58.000 55.000 53.004 ROW 48.000 � 45.00D � lti n',r 4D.OD0 � 37.633 �1 3r-r5as 30.000 25.0D0 20.000 er-r5�s 5H6"Thick (65 K 61) 15.000 �I 10.0D0 5.000 , 0.000 0.01 0.11 0.21 0.31 0.41 0.51 01 '.71 01 sl Interaction °° Citv of Lake El sin, Structure: CA45527-A-SBA T19I1e: 08/02nI21 9:46:01 AM Base Shape: 18 Sided 5/13/2021 111 oil Site Name: MachVL g Taper: 0.30333 i Feftght. 5.8k1t, IES Base Elev ) Page: 2 Tower Engineering Solmions Shaft Properties } Length Top Bottom Thick Joint Grade 75-0V Seq (ft) (in) (in) (in) Type Taper (ksi) 1 41.30 23.22 35.75 0.313 0.30333 65 2 37.37 13.50 24.83 0.250 Slip 0.30333 65 Discrete Appurtenances Attach Force Elev(ft) Elev(ft) Qty Description Carrier 75.00 75.00 1 Pine Branches 73.00 73.00 6 Commscope Verizon 73.00 73.00 3 Ericsson Radio 8843 Verizon 73.00 73.00 1 Raycap Verizon 37'-4"316 73.00 73.00 3 T-Arms Verizon 114"Thick 73.00 73.00 3 Valmont R5-216 Verizon (65KSI) 68.00 68.00 1 Pine Branches 63.00 63.00 3 T-Arms Sprint Nextel 63.00 63.00 3 RFS Sprint Nextel 63.00 63.00 3 Nokia AAHC Sprint Nextel 63.00 63.00 6 ALU 800 MHz 2X50W Sprint Nextel 63.00 63.00 3 ALU 1900 MHz 4X45 65 Sprint Nextel 58.00 58.00 1 Pine Branches 53.00 53.00 3 T-Arms T-Mobile 41'-3" 53.00 53.00 3 Ericsson AIR6449 B41 T-Mobilea„ 53.00 53.00 3 Commscope T-Mobile 37-7.518 53.00 53.00 3 Ericsson RRU 4424 B25 T-Mobile 53.00 53.00 3 Ericsson RRU 4415 B66A T-Mobile 53.00 53.00 1 MOD T-Mobile 48.00 48.00 1 Pine Branches Linear Appurtenances Elev Elev From (ft) To(ft) Placement Description Carrier 0.00 73.00 Inside 1 5/8"Hybrid Verizon 0.00 73.00 Inside 7/8"Coax Verizon 0.00 63.00 Inside 1-1/4"Hybrid Sprint Nextel 41-3^516 0.00 63.00 Inside 1.689"Hybrid Sprint Nextel 5116"Thick (65 K51) 0.00 53.00 Inside 1 5/8" Coax T-Mobile 0.00 53.00 Inside 1.417" T-Mobile Anchor Bolts Grade Qty Specifications (ksi) Arrangement 8 2.25"18J 75.0 Radial Base Plate Thickness Specifications Grade (in) (in) (ksi) Geometry 1.5000 50.0 60.0 Round o•o• x Reactions Moment Shear Axial Load Case (FT-Kips) (Kips) (Kips) 1.2D+ 1.0W 96 mph Wind 1034.9 17.3 24.2 0.9D+ 1.0W 96 mph Wind 1025.8 17.3 18.1 1.2D+ 1.OEv+1.OEh 596.2 9.1 30.6 0.9D+ 1.OEv+1.OEh 591.7 9.1 24.4 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Structure: CA45527-A-SBA T19PRe: 08/02M21 9:46:01 AM Base Shape: 18 Sided 5/13/2021 Site Name: Mach t g Taper: 0.30333 IA HelgllL: 7c nn k1t, IES Base Elev• ) Page: 3 Tower Engineering Solutions 1.OD+ 1.OW 60 mph Wind 359.9 6.0 20.2 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Mare: CA45527-A-SBA - Coax Line Placement Tl$PRe: 08/OVPMg119 46:01 AM 5/13/2021IES Site Name: Mach o g. 75nn Hciyn�. �-JA Page: 4 Tower Engineering Solutions 14 15 13 16 12 17 11 (4)1.417"0 To 53 18 T-Mobile (1)1.609"Hybrid 0 Ta 63 Sprint Nextel (12)7/8' 0 To 73 �' Verizan (3)1-1/4"Hybrid 0 To 63 10 { } J Sprint Nextel 1 1 Sf8" 9 To 53 T-hlobile (1) 1 Sib' Hybrid 0 To 73 0 Verixan 9 2 B 3 7 4 6 S Copyright©2021 by Tower Engineering Solutions, LLC.All rights reserved. Shaft Properties -%FNIP $/O2P 479` 61 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i-i Crest Height: 0.00 IES Base Elev q�q f Site Class: D - Stiff Soil Gh: 'Vkov phy: 1 Struct Class: II Page: 5 TowcrEngineeringSolutions Sec. Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksi) Type (in) (lb) 1 18 41.300 0.3125 65 0.00 4,066 2 18 37.367 0.2500 65 Slip 44.00 1,909 Total Shaft Weight: 5,975 Bottom Top Sec. Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t No. (in) (ft) (sgin) (in^4) Ratio Ratio (in) (ft) (sgin) (in^4) Ratio Ratio Taper 1 35.75 0.00 35.15 5576.78 18.76 114.40 23.22 41.30 22.72 1506.82 11.69 74.31 0.303333 2 24.83 37.63 19.51 1489.61 16.11 99.34 13.50 75.00 10.51 233.20 8.11 54.00 0.303333 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Load Summary 1 906/02P 479` 61 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach40g Exposure: C i-i Crest Height: 0.00 Base EleIES� vn f \/ Site Class: D - Stiff Soil Gh: , `1.1'k0 VT�zphy: 1 Struct Class: II Page: 6 TowcrEngineeringSolutions Discrete Appurtenances No Ice Ice Hor. Vert Elev Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc No. (ft) Description Qty (Ib) (sf) Factor (lb) (so Factor (ft) (ft) 1 75.00 Pine Branches 1 750.00 45.00 1.00 750.00 45.000 1.00 0.00 0.00 2 73.00 Commscope NHH-65C-R2B 6 51.60 11.39 0.84 0.00 0.000 0.84 0.00 0.00 3 73.00 Ericsson Radio 8843 132/1366A RRU 3 75.00 1.65 0.67 0.00 0.000 0.67 0.00 0.00 4 73.00 Raycap RCMDC-6600-PF-48 1 32.00 3.79 1.00 0.00 0.000 1.00 0.00 0.00 5 73.00 T-Arms 3 350.00 10.00 0.75 420.00 10.500 0.75 0.00 0.00 6 73.00 Valmont R5-216 3 350.00 10.00 0.75 420.00 10.500 0.75 0.00 0.00 7 68.00 Pine Branches 1 1500.00 90.00 1.00 1500.00 90.000 1.00 0.00 0.00 8 63.00 T-Arms 3 350.00 8.00 0.75 420.00 10.500 0.75 0.00 0.00 9 63.00 RFS APXVBBLL15X_43-C-120 3 82.50 11.26 0.77 0.00 0.000 0.77 0.00 0.00 10 63.00 Nokia AAHC 3 104.00 4.20 0.75 0.00 0.000 0.75 0.00 0.00 11 63.00 ALU 800 MHz 2X50W RRH 6 53.00 2.40 0.83 0.00 0.000 0.83 0.00 0.00 12 63.00 ALU 1900 MHz 4X45 65 MHz RRH 3 60.00 2.71 0.98 0.00 0.000 0.98 0.00 0.00 13 58.00 Pine Branches 1 1500.00 90.00 1.00 1500.00 90.000 1.00 0.00 0.00 14 53.00 T-Arms 3 350.00 8.00 0.75 420.00 10.500 0.75 0.00 0.00 15 53.00 Ericsson AIR6449 B41 3 103.00 5.65 0.71 0.00 0.000 0.71 0.00 0.00 16 53.00 Commscope FFV4-65B-R3-V1 3 131.80 21.12 0.72 0.00 0.000 0.72 0.00 0.00 17 53.00 Ericsson RRU 4424 B25 3 88.00 2.05 0.67 0.00 0.000 0.67 0.00 0.00 18 53.00 Ericsson RRU 4415 B66A 3 49.60 1.86 0.67 0.00 0.000 0.67 0.00 0.00 19 53.00 MOD 1 500.00 16.50 1.00 650.00 18.000 1.00 0.00 0.00 20 48.00 Pine Branches 1 1500.00 90.00 1.00 1500.00 90.000 1.00 0.00 0.00 Totals: 54 12,691.30 10,940.00 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 73.00 (1)1 5/8"Hybrid 0.00 Inside 0.00 73.00 (12)7/8"Coax 0.00 Inside 0.00 63.00 (3)1-1/4"Hybrid 0.00 Inside 0.00 63.00 (1)1.689"Hybrid 0.00 Inside 0.00 53.00 (9)1 5/8" Coax 0.00 Inside 0.00 53.00 (4)1.417" 0.00 Inside Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Shaft Section Properties -%FNIP $/O2P 479 61 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i-i Crest Height: 0.00 Base Elevn f \/ rl Site Class: D - Stiff Soil IES� Gh: , `1.1'k0 VT�pZphy: 1 Struct Class: II Page: 7 Towcr Engineering Solutions Increment Length: 5(ft) Elev Thick Dia Area Ix W/t D/t Fpy S Weight (ft) Description (in) (in) (in A2) (in A4) Ratio Ratio (ksi) (in A3) (Ib) 0.00 0.3125 35.750 35.148 5576.8 18.76 114.40 79.3 307.2 0.0 5.00 0.3125 34.233 33.644 4891.0 17.91 109.55 80.3 281.4 585.2 10.00 0.3125 32.717 32.140 4263.8 17.05 104.69 81.3 256.7 559.6 15.00 0.3125 31.200 30.635 3692.7 16.19 99.84 82.4 233.1 534.0 20.00 0.3125 29.683 29.131 3175.0 15.34 94.99 82.5 210.7 508.4 25.00 0.3125 28.167 27.627 2708.1 14.48 90.13 82.5 189.4 482.8 30.00 0.3125 26.650 26.123 2289.4 13.63 85.28 82.5 169.2 457.2 35.00 0.3125 25.133 24.618 1916.2 12.77 80.43 82.5 150.2 431.6 37.63 Bot-Section 2 0.3125 24.335 23.826 1737.1 12.32 77.87 82.5 140.6 217.0 40.00 0.3125 23.617 23.114 1586.0 11.92 75.57 82.5 132.3 343.8 41.30 Top-Section 1 0.2500 23.722 18.625 1296.4 15.32 94.89 0.0 0.0 184.5 45.00 0.2500 22.600 17.734 1119.2 14.53 90.40 82.5 97.5 228.9 48.00 0.2500 21.690 17.012 988.0 13.89 86.76 82.5 89.7 177.3 50.00 0.2500 21.083 16.531 906.5 13.46 84.33 82.5 84.7 114.1 53.00 0.2500 20.173 15.809 792.8 12.82 80.69 82.5 77.4 165.1 55.00 0.2500 19.567 15.327 722.6 12.39 78.27 82.5 72.7 105.9 58.00 0.2500 18.657 14.605 625.2 11.75 74.63 82.5 66.0 152.8 60.00 0.2500 18.050 14.124 565.4 11.32 72.20 82.5 61.7 97.8 63.00 0.2500 17.140 13.402 483.0 10.68 68.56 82.5 55.5 140.5 65.00 0.2500 16.533 12.920 432.8 10.25 66.13 82.5 51.6 89.6 68.00 0.2500 15.623 12.198 364.2 9.61 62.49 82.5 45.9 128.2 70.00 0.2500 15.017 11.717 322.8 9.18 60.07 82.5 42.3 81.4 73.00 0.2500 14.107 10.995 266.7 8.54 56.43 82.5 37.2 115.9 75.00 0.2500 13.500 10.513 233.2 8.11 54.00 82.5 34.0 73.2 5975.0 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv ofL k Wind Loading - Shaft AM AM Code: EIA/TIA-222-H 5/13/2021 Site Name: MachVL-P, Exposure: C Regni��.8 k1 Crest Height: 0.00 Base EIev�Q.QC�3.(f�O��^ Site Class: D - Stiff Soil ES Gh: 1 r-+ W� IxJt; phy: 1 Struct Class: II Page: 8 Tower Engineering Solutions Load Case: 1.2D + 1.OW 96 mph Wind ' Iterations 19 Dead Load Factor 1.20 Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 18.161 19.98 261.41 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 18.161 19.98 250.32 0.730 0.000 5.00 14.805 10.81 215.9 0.0 702.3 10.00 1.00 0.85 18.161 19.98 239.23 0.730 0.000 5.00 14.163 10.34 206.5 0.0 671.5 15.00 1.00 0.85 18.161 19.98 228.14 0.730 0.000 5.00 13.521 9.87 197.2 0.0 640.8 20.00 1.00 0.90 19.269 21.20 223.58 0.730 0.000 5.00 12.880 9.40 199.3 0.0 610.1 25.00 1.00 0.95 20.196 22.22 217.20 0.730 0.000 5.00 12.238 8.93 198.5 0.0 579.4 30.00 1.00 0.98 20.986 23.08 209.48 0.730 0.000 5.00 11.596 8.47 195.4 0.0 548.7 35.00 1.00 1.01 21.679 23.85 200.79 0.730 0.000 5.00 10.955 8.00 190.7 0.0 518.0 37.63 Bot-Section 2 1.00 1.03 22.012 24.21 195.90 0.730 0.000 2.63 5.511 4.02 97.4 0.0 260.5 40.00 1.00 1.04 22.297 24.53 191.35 0.730 0.000 2.37 4.902 3.58 87.8 0.0 412.6 41.30 Top-Section 1 1.00 1.05 22.447 24.69 188.79 0.730 0.000 1.30 2.631 1.92 47.4 0.0 221.4 45.00 1.00 1.07 22.856 25.14 185.40 0.730 0.000 3.70 7.252 5.29 133.1 0.0 274.7 48.00 Appurtenance(s) 1.00 1.08 23.169 25.49 179.14 0.730 0.000 3.00 5.622 4.10 104.6 0.0 212.8 50.00 1.00 1.09 23.369 25.71 174.88 0.730 0.000 2.00 3.619 2.64 67.9 0.0 137.0 53.00 Appurtenance(s) 1.00 1.11 23.658 26.02 168.36 0.730 0.000 3.00 5.237 3.82 99.5 0.0 198.1 55.00 1.00 1.12 23.843 26.23 163.94 0.730 0.000 2.00 3.363 2.45 64.4 0.0 127.1 58.00 Appurtenance(s) 1.00 1.13 24.111 26.52 157.19 0.730 0.000 3.00 4.852 3.54 93.9 0.0 183.3 60.00 1.00 1.14 24.284 26.71 152.62 0.730 0.000 2.00 3.106 2.27 60.6 0.0 117.3 63.00 Appurtenance(s) 1.00 1.15 24.534 26.99 145.67 0.730 0.000 3.00 4.467 3.26 88.0 0.0 168.6 65.00 1.00 1.16 24.696 27.17 140.98 0.730 0.000 2.00 2.849 2.08 56.5 0.0 107.5 68.00 Appurtenance(s) 1.00 1.17 24.932 27.43 133.86 0.730 0.000 3.00 4.082 2.98 81.7 0.0 153.9 70.00 1.00 1.17 25.084 27.59 129.05 0.730 0.000 2.00 2.593 1.89 52.2 0.0 97.7 73.00 Appurtenance(s) 1.00 1.18 25.307 27.84 121.77 0.730 0.000 3.00 3.697 2.70 75.1 0.0 139.1 75.00 Appurtenance(s) 1.00 1.19 25.452 28.00 116.86 0.730 0.000 2.00 2.336 1.71 47.7 0.0 87.8 Totals: 75.00 2,661.4 7,170.0 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Discrete Appurtenance Forces %rNM906/02 479°W AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i i i �."" Crest Height: 0.00 Base Elev��(�{f�O` ,�^ Site Class: D - Stiff Soil IES Gh: 1 r VTrFp�J_-*1aphy: 1 Struct Class: II Page: 9 T°W`rE"b'""rin�So Load Case: 1.2D + 1.OW 96 mph Wind ' Iterations 19 Dead Load Factor 1.20 Wind Load Factor 1.00 Orient Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh 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 75.00 Pine Branches 1 25.452 27.997 1.00 1.00 45.00 900.00 0.000 0.000 1259.85 0.00 0.00 2 73.00 Valmont R5-216 3 25.307 27.838 0.56 0.75 16.88 1260.00 0.000 0.000 469.76 0.00 0.00 3 73.00 T-Arms 3 25.307 27.838 0.56 0.75 16.88 1260.00 0.000 0.000 469.76 0.00 0.00 4 73.00 Raycap 1 25.307 27.838 1.00 1.00 3.79 38.40 0.000 0.000 105.51 0.00 0.00 5 73.00 Ericsson Radio 8843 3 25.307 27.838 0.54 0.80 2.65 270.00 0.000 0.000 73.86 0.00 0.00 6 73.00 Commscope 6 25.307 27.838 0.76 0.90 51.67 371.52 0.000 0.000 1438.24 0.00 0.00 7 68.00 Pine Branches 1 24.932 27.425 1.00 1.00 90.00 1800.00 0.000 0.000 2468.26 0.00 0.00 8 63.00 Nokia AAHC 3 24.534 26.988 0.60 0.80 7.56 374.40 0.000 0.000 204.03 0.00 0.00 9 63.00 ALU 1900 MHz 4X45 65 3 24.534 26.988 0.78 0.80 6.37 216.00 0.000 0.000 172.02 0.00 0.00 10 63.00 ALU 800 MHz 2X50W 6 24.534 26.988 0.66 0.80 9.56 381.60 0.000 0.000 258.05 0.00 0.00 11 63.00 RFS 3 24.534 26.988 0.62 0.80 20.81 297.00 0.000 0.000 561.57 0.00 0.00 12 63.00 T-Arms 3 24.534 26.988 0.56 0.75 13.50 1260.00 0.000 0.000 364.33 0.00 0.00 13 58.00 Pine Branches 1 24.111 26.522 1.00 1.00 90.00 1800.00 0.000 0.000 2386.97 0.00 0.00 14 53.00 MOD 1 23.658 26.023 0.75 0.75 12.38 600.00 0.000 0.000 322.04 0.00 0.00 15 53.00 Ericsson RRU 4415 B66A 3 23.658 26.023 0.54 0.80 2.99 178.56 0.000 0.000 77.83 0.00 0.00 16 53.00 Ericsson RRU 4424 B25 3 23.658 26.023 0.54 0.80 3.30 316.80 0.000 0.000 85.78 0.00 0.00 17 53.00 Commscope 3 23.658 26.023 0.58 0.80 36.50 474.48 0.000 0.000 949.73 0.00 0.00 18 53.00 Ericsson AIR6449 B41 3 23.658 26.023 0.57 0.80 9.63 370.80 0.000 0.000 250.54 0.00 0.00 19 53.00 T-Arms 3 23.658 26.023 0.56 0.75 13.50 1260.00 0.000 0.000 351.31 0.00 0.00 20 48.00 Pine Branches 1 23.169 25.486 1.00 1.00 90.00 1800.00 0.000 0.000 2293.74 0.00 0.00 Totals: 15,229.56 14,563.18 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Total Applied Force Summ %rNM906/02 479°W AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i iei hi �."" Crest Height: 0.00 Base Elev��(�{f�O` ,�^ Site Class: D - Stiff Soil IES Gh: 1 r VTrFp�J_-*1aphy: 1 Struct Class: II Page: 10 T°W`rE"b'""rin�So Load Case: 1.2D + 1.OW 96 mph Wind ' Iterations 19 Dead Load Factor 1.20 Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 215.90 853.23 0.00 0.00 10.00 206.54 822.51 0.00 0.00 15.00 197.18 791.80 0.00 0.00 20.00 199.29 761.09 0.00 0.00 25.00 198.47 730.38 0.00 0.00 30.00 195.42 699.66 0.00 0.00 35.00 190.70 668.95 0.00 0.00 37.63 97.42 339.97 0.00 0.00 40.00 87.76 484.03 0.00 0.00 41.30 47.43 260.61 0.00 0.00 45.00 133.09 386.38 0.00 0.00 48.00 (1)attachments 2398.33 2103.40 0.00 0.00 50.00 67.92 197.35 0.00 0.00 53.00 (16)attachments 2136.72 3489.30 0.00 0.00 55.00 64.38 154.02 0.00 0.00 58.00 (1)attachments 2480.90 2023.66 0.00 0.00 60.00 60.57 144.19 0.00 0.00 63.00 (18)attachments 1647.99 2737.92 0.00 0.00 65.00 56.51 125.10 0.00 0.00 68.00 (1)attachments 2549.97 1980.28 0.00 0.00 70.00 52.22 115.27 0.00 0.00 73.00 (16)attachments 2632.25 3365.45 0.00 0.00 75.00 (1)attachments 1307.59 987.83 0.00 0.00 Totals: 17,224.56 24,222.40 0.00 0.00 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinor Calculated Forces WYMP B/OMM479�4M AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-kr Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 11 Tower Engineering Solutions Load Case: 1.2D + 1.OW 96 mph Wind Iterations 19 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 -24.18 -17.28 0.00 -1034.9 0.00 1034.90 2509.61 616.85 1813.67 1828.14 0.00 0.000 0.000 0.577 5.00 -23.25 -17.17 0.00 -948.50 0.00 948.50 2432.68 590.45 1661.75 1695.60 0.14 -0.253 0.000 0.570 10.00 -22.35 -17.06 0.00 -862.68 0.00 862.68 2353.03 564.05 1516.47 1566.08 0.54 -0.516 0.000 0.561 15.00 -21.48 -16.96 0.00 -777.38 0.00 777.38 2270.65 537.65 1377.84 1439.84 1.23 -0.790 0.000 0.550 20.00 -20.64 -16.85 0.00 -692.60 0.00 692.60 2164.30 511.25 1245.85 1304.34 2.21 -1.073 0.000 0.542 25.00 -19.83 -16.74 0.00 -608.35 0.00 608.35 2052.54 484.85 1120.50 1172.44 3.49 -1.365 0.000 0.530 30.00 -19.05 -16.62 0.00 -524.67 0.00 524.67 1940.78 458.45 1001.80 1047.56 5.09 -1.662 0.000 0.512 35.00 -18.32 -16.49 0.00 -441.55 0.00 441.55 1829.01 432.05 889.75 929.72 6.99 -1.962 0.000 0.486 37.63 -17.94 -16.42 0.00 -398.14 0.00 398.14 1770.15 418.15 833.40 870.48 8.12 -2.126 0.000 0.469 40.00 -17.42 -16.35 0.00 -359.27 0.00 359.27 1717.25 405.65 784.33 818.91 9.21 -2.273 0.000 0.450 41.30 -17.12 -16.34 0.00 -338.01 0.00 338.01 1383.72 326.86 636.55 666.43 9.84 -2.355 0.000 0.522 45.00 -16.68 -16.25 0.00 -277.55 0.00 277.55 1317.55 311.23 577.14 603.90 11.75 -2.570 0.000 0.475 48.00 -14.66 -13.80 0.00 -228.80 0.00 228.80 1263.91 298.56 531.10 555.47 13.43 -2.763 0.000 0.426 50.00 -14.43 -13.76 0.00 -201.21 0.00 201.21 1228.14 290.11 501.46 524.30 14.62 -2.886 0.000 0.398 53.00 -11.03 -11.47 0.00 -159.94 0.00 159.94 1174.50 277.44 458.61 479.24 16.49 -3.056 0.000 0.345 55.00 -10.85 -11.42 0.00 -137.01 0.00 137.01 1138.74 268.99 431.11 450.32 17.79 -3.163 0.000 0.316 58.00 -8.95 -8.85 0.00 -102.75 0.00 102.75 1085.09 256.32 391.45 408.64 19.83 -3.305 0.000 0.261 60.00 -8.80 -8.79 0.00 -85.06 0.00 85.06 1049.33 247.87 366.07 381.97 21.23 -3.390 0.000 0.232 63.00 -6.15 -6.99 0.00 -58.69 0.00 58.69 995.68 235.20 329.60 343.65 23.40 -3.499 0.000 0.178 65.00 -6.03 -6.93 0.00 -44.70 0.00 44.70 959.92 226.75 306.34 319.24 24.87 -3.559 0.000 0.147 68.00 -4.21 -4.27 0.00 -23.90 0.00 23.90 906.27 214.08 273.06 284.30 27.13 -3.627 0.000 0.089 70.00 -4.09 -4.21 0.00 -15.37 0.00 15.37 870.51 205.63 251.93 262.13 28.66 -3.658 0.000 0.064 73.00 -0.90 -1.37 0.00 -2.74 0.00 2.74 816.86 192.96 221.84 230.57 30.97 -3.682 0.000 0.013 75.00 0.00 -1.31 0.00 0.00 0.00 0.00 781.10 184.51 202.84 210.65 32.51 -3.685 0.000 0.000 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv ofL k Wind Loading - Shaft AM AM Code: EIA/TIA-222-H 5/13/2021 Site Name: MachVL-P, Exposure: C Regni��.8 k1 Crest Height: 0.00 Base EIev�Q.QC�3.(f�O��^ Site Class: D - Stiff Soil ES Gh: 1 r-+ W� IxJt; phy: 1 Struct Class: II Page: 12 Tower Engineering Solutions Load Case: 0.9D + 1.OW 96 mph Wind ' Iterations 19 Dead Load Factor 0.90 Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 18.161 19.98 261.41 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 18.161 19.98 250.32 0.730 0.000 5.00 14.805 10.81 215.9 0.0 526.7 10.00 1.00 0.85 18.161 19.98 239.23 0.730 0.000 5.00 14.163 10.34 206.5 0.0 503.7 15.00 1.00 0.85 18.161 19.98 228.14 0.730 0.000 5.00 13.521 9.87 197.2 0.0 480.6 20.00 1.00 0.90 19.269 21.20 223.58 0.730 0.000 5.00 12.880 9.40 199.3 0.0 457.6 25.00 1.00 0.95 20.196 22.22 217.20 0.730 0.000 5.00 12.238 8.93 198.5 0.0 434.6 30.00 1.00 0.98 20.986 23.08 209.48 0.730 0.000 5.00 11.596 8.47 195.4 0.0 411.5 35.00 1.00 1.01 21.679 23.85 200.79 0.730 0.000 5.00 10.955 8.00 190.7 0.0 388.5 37.63 Bot-Section 2 1.00 1.03 22.012 24.21 195.90 0.730 0.000 2.63 5.511 4.02 97.4 0.0 195.3 40.00 1.00 1.04 22.297 24.53 191.35 0.730 0.000 2.37 4.902 3.58 87.8 0.0 309.4 41.30 Top-Section 1 1.00 1.05 22.447 24.69 188.79 0.730 0.000 1.30 2.631 1.92 47.4 0.0 166.0 45.00 1.00 1.07 22.856 25.14 185.40 0.730 0.000 3.70 7.252 5.29 133.1 0.0 206.0 48.00 Appurtenance(s) 1.00 1.08 23.169 25.49 179.14 0.730 0.000 3.00 5.622 4.10 104.6 0.0 159.6 50.00 1.00 1.09 23.369 25.71 174.88 0.730 0.000 2.00 3.619 2.64 67.9 0.0 102.7 53.00 Appurtenance(s) 1.00 1.11 23.658 26.02 168.36 0.730 0.000 3.00 5.237 3.82 99.5 0.0 148.6 55.00 1.00 1.12 23.843 26.23 163.94 0.730 0.000 2.00 3.363 2.45 64.4 0.0 95.4 58.00 Appurtenance(s) 1.00 1.13 24.111 26.52 157.19 0.730 0.000 3.00 4.852 3.54 93.9 0.0 137.5 60.00 1.00 1.14 24.284 26.71 152.62 0.730 0.000 2.00 3.106 2.27 60.6 0.0 88.0 63.00 Appurtenance(s) 1.00 1.15 24.534 26.99 145.67 0.730 0.000 3.00 4.467 3.26 88.0 0.0 126.4 65.00 1.00 1.16 24.696 27.17 140.98 0.730 0.000 2.00 2.849 2.08 56.5 0.0 80.6 68.00 Appurtenance(s) 1.00 1.17 24.932 27.43 133.86 0.730 0.000 3.00 4.082 2.98 81.7 0.0 115.4 70.00 1.00 1.17 25.084 27.59 129.05 0.730 0.000 2.00 2.593 1.89 52.2 0.0 73.2 73.00 Appurtenance(s) 1.00 1.18 25.307 27.84 121.77 0.730 0.000 3.00 3.697 2.70 75.1 0.0 104.3 75.00 Appurtenance(s) 1.00 1.19 25.452 28.00 116.86 0.730 0.000 2.00 2.336 1.71 47.7 0.0 65.9 Totals: 75.00 2,661.4 5,377.5 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Discrete Appurtenance Forces %rNM906/02 479°W AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i i i �."" Crest Height: 0.00 Base Elev��(�{f�O` ,�^ Site Class: D - Stiff Soil IES Gh: 1 r VTrFp�J_-*1aphy: 1 Struct Class: II Page: 13 T°W`rE"b'""rin�So Load Case: 0.9D + 1.OW 96 mph Wind ' Iterations 19 Dead Load Factor 0.90 Wind Load Factor 1.00 Orient Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh 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 75.00 Pine Branches 1 25.452 27.997 1.00 1.00 45.00 675.00 0.000 0.000 1259.85 0.00 0.00 2 73.00 Valmont R5-216 3 25.307 27.838 0.56 0.75 16.88 945.00 0.000 0.000 469.76 0.00 0.00 3 73.00 T-Arms 3 25.307 27.838 0.56 0.75 16.88 945.00 0.000 0.000 469.76 0.00 0.00 4 73.00 Raycap 1 25.307 27.838 1.00 1.00 3.79 28.80 0.000 0.000 105.51 0.00 0.00 5 73.00 Ericsson Radio 8843 3 25.307 27.838 0.54 0.80 2.65 202.50 0.000 0.000 73.86 0.00 0.00 6 73.00 Commscope 6 25.307 27.838 0.76 0.90 51.67 278.64 0.000 0.000 1438.24 0.00 0.00 7 68.00 Pine Branches 1 24.932 27.425 1.00 1.00 90.00 1350.00 0.000 0.000 2468.26 0.00 0.00 8 63.00 Nokia AAHC 3 24.534 26.988 0.60 0.80 7.56 280.80 0.000 0.000 204.03 0.00 0.00 9 63.00 ALU 1900 MHz 4X45 65 3 24.534 26.988 0.78 0.80 6.37 162.00 0.000 0.000 172.02 0.00 0.00 10 63.00 ALU 800 MHz 2X50W 6 24.534 26.988 0.66 0.80 9.56 286.20 0.000 0.000 258.05 0.00 0.00 11 63.00 RFS 3 24.534 26.988 0.62 0.80 20.81 222.75 0.000 0.000 561.57 0.00 0.00 12 63.00 T-Arms 3 24.534 26.988 0.56 0.75 13.50 945.00 0.000 0.000 364.33 0.00 0.00 13 58.00 Pine Branches 1 24.111 26.522 1.00 1.00 90.00 1350.00 0.000 0.000 2386.97 0.00 0.00 14 53.00 MOD 1 23.658 26.023 0.75 0.75 12.38 450.00 0.000 0.000 322.04 0.00 0.00 15 53.00 Ericsson RRU 4415 B66A 3 23.658 26.023 0.54 0.80 2.99 133.92 0.000 0.000 77.83 0.00 0.00 16 53.00 Ericsson RRU 4424 B25 3 23.658 26.023 0.54 0.80 3.30 237.60 0.000 0.000 85.78 0.00 0.00 17 53.00 Commscope 3 23.658 26.023 0.58 0.80 36.50 355.86 0.000 0.000 949.73 0.00 0.00 18 53.00 Ericsson AIR6449 B41 3 23.658 26.023 0.57 0.80 9.63 278.10 0.000 0.000 250.54 0.00 0.00 19 53.00 T-Arms 3 23.658 26.023 0.56 0.75 13.50 945.00 0.000 0.000 351.31 0.00 0.00 20 48.00 Pine Branches 1 23.169 25.486 1.00 1.00 90.00 1350.00 0.000 0.000 2293.74 0.00 0.00 Totals: 11,422.17 14,563.18 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Total Applied Force Summ %rNM906/02 479°W AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i iei hi �."" Crest Height: 0.00 Base Elev��(�{f�O` ,�^ Site Class: D - Stiff Soil IES Gh: 1 r VTrFp�J_-*1aphy: 1 Struct Class: II Page: 14 T°W`rE"b'""rin�So Load Case: 0.9D + 1.OW 96 mph Wind ' Iterations 19 Dead Load Factor 0.90 Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 215.90 639.92 0.00 0.00 10.00 206.54 616.89 0.00 0.00 15.00 197.18 593.85 0.00 0.00 20.00 199.29 570.82 0.00 0.00 25.00 198.47 547.78 0.00 0.00 30.00 195.42 524.75 0.00 0.00 35.00 190.70 501.71 0.00 0.00 37.63 97.42 254.98 0.00 0.00 40.00 87.76 363.03 0.00 0.00 41.30 47.43 195.46 0.00 0.00 45.00 133.09 289.78 0.00 0.00 48.00 (1)attachments 2398.33 1577.55 0.00 0.00 50.00 67.92 148.02 0.00 0.00 53.00 (16)attachments 2136.72 2616.98 0.00 0.00 55.00 64.38 115.52 0.00 0.00 58.00 (1)attachments 2480.90 1517.75 0.00 0.00 60.00 60.57 108.15 0.00 0.00 63.00 (18)attachments 1647.99 2053.44 0.00 0.00 65.00 56.51 93.82 0.00 0.00 68.00 (1)attachments 2549.97 1485.21 0.00 0.00 70.00 52.22 86.45 0.00 0.00 73.00 (16)attachments 2632.25 2524.09 0.00 0.00 75.00 (1)attachments 1307.59 740.87 0.00 0.00 Totals: 17,224.56 18,166.80 0.00 0.00 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinor Calculated Forces WYMP B/OMM479�4M AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-kr Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 15 Tower Engineering Solutions Load Case: 0.9D + 1.OW 96 mph Wind °-� Iterations 19 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 -18.13 -17.26 0.00 -1025.7 0.00 1025.79 2509.61 616.85 1813.67 1828.14 0.00 0.000 0.000 0.569 5.00 -17.41 -17.13 0.00 -939.47 0.00 939.47 2432.68 590.45 1661.75 1695.60 0.14 -0.251 0.000 0.562 10.00 -16.72 -16.99 0.00 -853.84 0.00 853.84 2353.03 564.05 1516.47 1566.08 0.54 -0.511 0.000 0.553 15.00 -16.05 -16.87 0.00 -768.88 0.00 768.88 2270.65 537.65 1377.84 1439.84 1.22 -0.782 0.000 0.542 20.00 -15.40 -16.73 0.00 -684.56 0.00 684.56 2164.30 511.25 1245.85 1304.34 2.19 -1.062 0.000 0.533 25.00 -14.77 -16.60 0.00 -600.89 0.00 600.89 2052.54 484.85 1120.50 1172.44 3.46 -1.350 0.000 0.521 30.00 -14.16 -16.46 0.00 -517.89 0.00 517.89 1940.78 458.45 1001.80 1047.56 5.03 -1.644 0.000 0.503 35.00 -13.60 -16.31 0.00 -435.57 0.00 435.57 1829.01 432.05 889.75 929.72 6.92 -1.940 0.000 0.477 37.63 -13.31 -16.24 0.00 -392.62 0.00 392.62 1770.15 418.15 833.40 870.48 8.03 -2.102 0.000 0.460 40.00 -12.92 -16.16 0.00 -354.19 0.00 354.19 1717.25 405.65 784.33 818.91 9.11 -2.247 0.000 0.442 41.30 -12.68 -16.14 0.00 -333.17 0.00 333.17 1383.72 326.86 636.55 666.43 9.74 -2.327 0.000 0.512 45.00 -12.34 -16.04 0.00 -273.45 0.00 273.45 1317.55 311.23 577.14 603.90 11.63 -2.539 0.000 0.465 48.00 -10.84 -13.60 0.00 -225.33 0.00 225.33 1263.91 298.56 531.10 555.47 13.28 -2.729 0.000 0.416 50.00 -10.66 -13.55 0.00 -198.13 0.00 198.13 1228.14 290.11 501.46 524.30 14.45 -2.851 0.000 0.389 53.00 -8.13 -11.30 0.00 -157.47 0.00 157.47 1174.50 277.44 458.61 479.24 16.30 -3.018 0.000 0.337 55.00 -7.99 -11.25 0.00 -134.86 0.00 134.86 1138.74 268.99 431.11 450.32 17.59 -3.123 0.000 0.308 58.00 -6.60 -8.70 0.00 -101.11 0.00 101.11 1085.09 256.32 391.45 408.64 19.60 -3.263 0.000 0.255 60.00 -6.48 -8.65 0.00 -83.70 0.00 83.70 1049.33 247.87 366.07 381.97 20.98 -3.347 0.000 0.227 63.00 -4.52 -6.89 0.00 -57.76 0.00 57.76 995.68 235.20 329.60 343.65 23.12 -3.453 0.000 0.173 65.00 -4.42 -6.83 0.00 -43.99 0.00 43.99 959.92 226.75 306.34 319.24 24.58 -3.513 0.000 0.143 68.00 -3.09 -4.19 0.00 -23.51 0.00 23.51 906.27 214.08 273.06 284.30 26.81 -3.580 0.000 0.086 70.00 -3.01 -4.14 0.00 -15.12 0.00 15.12 870.51 205.63 251.93 262.13 28.32 -3.610 0.000 0.062 73.00 -0.66 -1.35 0.00 -2.70 0.00 2.70 816.86 192.96 221.84 230.57 30.59 -3.634 0.000 0.013 75.00 0.00 -1.31 0.00 0.00 0.00 0.00 781.10 184.51 202.84 210.65 32.12 -3.637 0.000 0.000 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Cit of Lam, Seismic Segment Forces (Factored) WYMPMp¢ 479�4WI52 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-fir Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 16 TOWer Engineering Solutioms Load Case: 1.2D + 1.OEv + 1.OEh ° I Iterations 19 Gust Response Factor 1.10 Sds 1.56 Ss 2.35 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.95 ;� S1 0.84 Wind Load Factor 0.00 Structure Frequency (f1) 0.51 SA 0.48 Seismic Importance Factor 1.00 Top Vertical Lateral Elev Wz Hz Ev Fs (ft) Description (lb) (lb) (lb) (lb) R: 1.50 0.00 0.00 0.00 0.00 0.00 5.00 736.18 2.50 230.38 0.85 10.00 710.59 7.50 222.37 5.31 15.00 685.00 12.50 214.36 12.04 20.00 659.40 17.50 206.35 20.17 25.00 633.81 22.50 198.34 29.07 30.00 608.22 27.50 190.33 38.29 35.00 582.62 32.50 182.32 47.44 37.63 Bot-Section 2 296.56 36.32 92.80 17.90 40.00 415.27 38.82 129.95 35.92 41.30 Top-Section 1 223.72 40.65 70.01 13.36 45.00 340.60 43.15 106.59 30.62 48.00 Appurtenance(s) 1767.9 46.50 553.25 599.23 50.00 174.53 49.00 54.62 12.02 53.00 Appurtenance(s) 2922.8 51.50 914.66 1703.60 55.00 132.83 54.00 41.57 8.87 58.00 Appurtenance(s) 1693.1 56.50 529.83 778.54 60.00 124.64 59.00 39.00 9.26 63.00 Appurtenance(s) 2288.3 61.50 716.09 1516.67 65.00 107.18 64.00 33.54 8.21 68.00 Appurtenance(s) 1654.6 66.50 517.79 991.49 70.00 98.99 69.00 30.98 8.15 73.00 Appurtenance(s) 2808.9 71.50 879.01 2803.48 75.00 Appurtenance(s) 823.19 74.00 257.60 357.03 Totals: 20,489.1 6,411.7 9,047.5 Total Wind: 17,224.6 Seismic Base Shear is Greater Than 50%of Wind Force-An Analysis is Required Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinor Calculated Forces WYMP OMM479° 652 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-kr Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 17 TOWer Engineering solutions Load Case: 1.2D + 1.OEv + 1.OEh ° 1 Iterations 19 Gust Response Factor 1.10 Sds 1.56 Ss 2.35 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.95 ;� S1 0.84 Wind Load Factor 0.00 Structure Frequency (f1) 0.51 SA 0.48 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 -30.62 -9.09 0.00 -596.15 0.00 596.15 2509.61 616.85 1813.67 1828.14 0.00 0.00 0.339 5.00 -29.51 -9.16 0.00 -550.72 0.00 550.72 2432.68 590.45 1661.75 1695.60 0.08 -0.15 0.337 10.00 -28.44 -9.23 0.00 -504.91 0.00 504.91 2353.03 564.05 1516.47 1566.08 0.31 -0.30 0.335 15.00 -27.41 -9.29 0.00 -458.76 0.00 458.76 2270.65 537.65 1377.84 1439.84 0.72 -0.46 0.331 20.00 -26.42 -9.34 0.00 -412.30 0.00 412.30 2164.30 511.25 1245.85 1304.34 1.29 -0.63 0.329 25.00 -25.46 -9.38 0.00 -365.60 0.00 365.60 2052.54 484.85 1120.50 1172.44 2.04 -0.80 0.325 30.00 -24.54 -9.40 0.00 -318.71 0.00 318.71 1940.78 458.45 1001.80 1047.56 2.98 -0.98 0.317 35.00 -23.67 -9.40 0.00 -271.69 0.00 271.69 1829.01 432.05 889.75 929.72 4.11 -1.17 0.306 37.63 -23.22 -9.41 0.00 -246.94 0.00 246.94 1770.15 418.15 833.40 870.48 4.78 -1.27 0.297 40.00 -22.59 -9.39 0.00 -224.66 0.00 224.66 1717.25 405.65 784.33 818.91 5.43 -1.36 0.288 41.30 -22.25 -9.41 0.00 -212.46 0.00 212.46 1383.72 326.86 636.55 666.43 5.81 -1.41 0.336 45.00 -21.74 -9.41 0.00 -177.66 0.00 177.66 1317.55 311.23 577.14 603.90 6.96 -1.55 0.312 48.00 -19.08 -8.77 0.00 -149.43 0.00 149.43 1263.91 298.56 531.10 555.47 7.97 -1.67 0.285 50.00 -18.81 -8.78 0.00 -131.89 0.00 131.89 1228.14 290.11 501.46 524.30 8.69 -1.75 0.268 53.00 -14.46 -6.96 0.00 -105.54 0.00 105.54 1174.50 277.44 458.61 479.24 9.82 -1.86 0.233 55.00 -14.25 -6.97 0.00 -91.61 0.00 91.61 1138.74 268.99 431.11 450.32 10.62 -1.93 0.217 58.00 -11.72 -6.12 0.00 -70.70 0.00 70.70 1085.09 256.32 391.45 408.64 11.87 -2.03 0.184 60.00 -11.53 -6.12 0.00 -58.46 0.00 58.46 1049.33 247.87 366.07 381.97 12.73 -2.09 0.165 63.00 -8.13 -4.48 0.00 -40.10 0.00 40.10 995.68 235.20 329.60 343.65 14.07 -2.16 0.125 65.00 -7.97 -4.47 0.00 -31.14 0.00 31.14 959.92 226.75 306.34 319.24 14.98 -2.20 0.106 68.00 -5.51 -3.39 0.00 -17.72 0.00 17.72 906.27 214.08 273.06 284.30 16.39 -2.25 0.069 70.00 -5.36 -3.38 0.00 -10.94 0.00 10.94 870.51 205.63 251.93 262.13 17.34 -2.28 0.048 73.00 -1.23 -0.41 0.00 -0.81 0.00 0.81 816.86 192.96 221.84 230.57 18.77 -2.29 0.005 75.00 0.00 -0.36 0.00 0.00 0.00 0.00 781.10 184.51 202.84 210.65 19.73 -2.29 0.000 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Cit of Lam, Seismic Segment Forces (Factored) WYMPMpMM47E. .I52 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-fir Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 18 TOWer Engineering Solutioms Load Case: 0.9D + 1.OEv + 1.OEh ° I Iterations 19 Gust Response Factor 1.10 Sds 1.56 Ss 2.35 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.95 ;� S1 0.84 Wind Load Factor 0.00 Structure Frequency (f1) 0.51 SA 0.48 Seismic Importance Factor 1.00 Top Vertical Lateral Elev Wz Hz Ev Fs (ft) Description (lb) (lb) (lb) (lb) R: 1.50 0.00 0.00 0.00 0.00 0.00 5.00 698.44 2.50 218.57 0.78 10.00 672.85 7.50 210.56 4.89 15.00 647.25 12.50 202.55 11.05 20.00 621.66 17.50 194.54 18.42 25.00 596.07 22.50 186.53 26.45 30.00 570.47 27.50 178.52 34.67 35.00 544.88 32.50 170.51 42.75 37.63 Bot-Section 2 276.68 36.32 86.58 16.06 40.00 397.41 38.82 124.36 33.68 41.30 Top-Section 1 213.90 40.65 66.94 12.51 45.00 312.67 43.15 97.85 26.72 48.00 Appurtenance(s) 1745.2 46.50 546.16 592.83 50.00 159.43 49.00 49.89 10.40 53.00 Appurtenance(s) 2900.2 51.50 907.57 1700.37 55.00 126.11 54.00 39.46 8.20 58.00 Appurtenance(s) 1683.0 56.50 526.67 779.49 60.00 117.92 59.00 36.90 8.51 63.00 Appurtenance(s) 2278.2 61.50 712.94 1522.61 65.00 102.78 64.00 32.16 7.73 68.00 Appurtenance(s) 1648.0 66.50 515.72 996.09 70.00 94.59 69.00 29.60 7.62 73.00 Appurtenance(s) 2802.3 71.50 876.95 2824.50 75.00 Appurtenance(s) 823.19 74.00 257.60 361.18 Totals: 20,033.4 6,269.1 9,047.5 Total Wind: 17,224.6 Seismic Base Shear is Greater Than 50%of Wind Force-An Analysis is Required Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinor Calculated Forces WYMP OMM479° 652 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-kr Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 19 TOWer Engineering solutions Load Case: 0.9D + 1.OEv + 1.OEh ° 1 Iterations 19 Gust Response Factor 1.10 Sds 1.56 Ss 2.35 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.95 ;� S1 0.84 Wind Load Factor 0.00 Structure Frequency (f1) 0.51 SA 0.48 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 -24.42 -9.08 0.00 -591.73 0.00 591.73 2509.61 616.85 1813.67 1828.14 0.00 0.00 0.334 5.00 -23.54 -9.14 0.00 -546.34 0.00 546.34 2432.68 590.45 1661.75 1695.60 0.08 -0.15 0.332 10.00 -22.69 -9.19 0.00 -500.65 0.00 500.65 2353.03 564.05 1516.47 1566.08 0.31 -0.30 0.330 15.00 -21.87 -9.24 0.00 -454.69 0.00 454.69 2270.65 537.65 1377.84 1439.84 0.71 -0.46 0.326 20.00 -21.07 -9.27 0.00 -408.50 0.00 408.50 2164.30 511.25 1245.85 1304.34 1.28 -0.62 0.323 25.00 -20.31 -9.30 0.00 -362.13 0.00 362.13 2052.54 484.85 1120.50 1172.44 2.02 -0.80 0.319 30.00 -19.58 -9.32 0.00 -315.62 0.00 315.62 1940.78 458.45 1001.80 1047.56 2.95 -0.97 0.312 35.00 -18.89 -9.31 0.00 -269.04 0.00 269.04 1829.01 432.05 889.75 929.72 4.07 -1.16 0.300 37.63 -18.53 -9.32 0.00 -244.53 0.00 244.53 1770.15 418.15 833.40 870.48 4.74 -1.26 0.292 40.00 -18.03 -9.29 0.00 -222.48 0.00 222.48 1717.25 405.65 784.33 818.91 5.38 -1.35 0.283 41.30 -17.75 -9.30 0.00 -210.40 0.00 210.40 1383.72 326.86 636.55 666.43 5.76 -1.40 0.329 45.00 -17.35 -9.31 0.00 -175.98 0.00 175.98 1317.55 311.23 577.14 603.90 6.90 -1.53 0.305 48.00 -15.23 -8.68 0.00 -148.06 0.00 148.06 1263.91 298.56 531.10 555.47 7.90 -1.66 0.279 50.00 -15.01 -8.69 0.00 -130.70 0.00 130.70 1228.14 290.11 501.46 524.30 8.61 -1.74 0.262 53.00 -11.53 -6.90 0.00 -104.63 0.00 104.63 1174.50 277.44 458.61 479.24 9.74 -1.85 0.229 55.00 -11.37 -6.90 0.00 -90.83 0.00 90.83 1138.74 268.99 431.11 450.32 10.53 -1.92 0.212 58.00 -9.34 -6.06 0.00 -70.13 0.00 70.13 1085.09 256.32 391.45 408.64 11.76 -2.01 0.181 60.00 -9.19 -6.06 0.00 -58.00 0.00 58.00 1049.33 247.87 366.07 381.97 12.62 -2.07 0.161 63.00 -6.48 -4.45 0.00 -39.81 0.00 39.81 995.68 235.20 329.60 343.65 13.94 -2.14 0.123 65.00 -6.35 -4.44 0.00 -30.92 0.00 30.92 959.92 226.75 306.34 319.24 14.85 -2.19 0.104 68.00 -4.39 -3.37 0.00 -17.61 0.00 17.61 906.27 214.08 273.06 284.30 16.24 -2.23 0.067 70.00 -4.27 -3.36 0.00 -10.87 0.00 10.87 870.51 205.63 251.93 262.13 17.18 -2.26 0.047 73.00 -0.98 -0.40 0.00 -0.80 0.00 0.80 816.86 192.96 221.84 230.57 18.61 -2.27 0.005 75.00 0.00 -0.36 0.00 0.00 0.00 0.00 781.10 184.51 202.84 210.65 19.56 -2.27 0.000 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv ofL k Wind Loading - Shaft AM ftmq 8/02 47 .62 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: MachVL-P, Exposure: C Regni��.8 k1 Crest Height: 0.00 Base EIev�Q.QC�F3.(f�O��^ Site Class: D - Stiff Soil ES Gh: 1 -+ W� liC/G�I�d)phy: 1 Struct Class: II Page: 20 Tower Engineering So�""°°s Load Case: 1.OD + 1.OW 60 mph Wind ' Iterations 19 Dead Load Factor 1.00 Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 6.347 6.98 163.38 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 6.347 6.98 156.45 0.730 0.000 5.00 14.805 10.81 75.5 0.0 585.2 10.00 1.00 0.85 6.347 6.98 149.52 0.730 0.000 5.00 14.163 10.34 72.2 0.0 559.6 15.00 1.00 0.85 6.347 6.98 142.59 0.730 0.000 5.00 13.521 9.87 68.9 0.0 534.0 20.00 1.00 0.90 6.735 7.41 139.74 0.730 0.000 5.00 12.880 9.40 69.7 0.0 508.4 25.00 1.00 0.95 7.059 7.76 135.75 0.730 0.000 5.00 12.238 8.93 69.4 0.0 482.8 30.00 1.00 0.98 7.335 8.07 130.93 0.730 0.000 5.00 11.596 8.47 68.3 0.0 457.2 35.00 1.00 1.01 7.577 8.33 125.50 0.730 0.000 5.00 10.955 8.00 66.6 0.0 431.6 37.63 Bot-Section 2 1.00 1.03 7.693 8.46 122.44 0.730 0.000 2.63 5.511 4.02 34.0 0.0 217.0 40.00 1.00 1.04 7.793 8.57 119.59 0.730 0.000 2.37 4.902 3.58 30.7 0.0 343.8 41.30 Top-Section 1 1.00 1.05 7.845 8.63 117.99 0.730 0.000 1.30 2.631 1.92 16.6 0.0 184.5 45.00 1.00 1.07 7.988 8.79 115.87 0.730 0.000 3.70 7.252 5.29 46.5 0.0 228.9 48.00 Appurtenance(s) 1.00 1.08 8.098 8.91 111.96 0.730 0.000 3.00 5.622 4.10 36.6 0.0 177.3 50.00 1.00 1.09 8.168 8.98 109.30 0.730 0.000 2.00 3.619 2.64 23.7 0.0 114.1 53.00 Appurtenance(s) 1.00 1.11 8.268 9.10 105.23 0.730 0.000 3.00 5.237 3.82 34.8 0.0 165.1 55.00 1.00 1.12 8.333 9.17 102.46 0.730 0.000 2.00 3.363 2.45 22.5 0.0 105.9 58.00 Appurtenance(s) 1.00 1.13 8.427 9.27 98.24 0.730 0.000 3.00 4.852 3.54 32.8 0.0 152.8 60.00 1.00 1.14 8.487 9.34 95.39 0.730 0.000 2.00 3.106 2.27 21.2 0.0 97.8 63.00 Appurtenance(s) 1.00 1.15 8.575 9.43 91.05 0.730 0.000 3.00 4.467 3.26 30.8 0.0 140.5 65.00 1.00 1.16 8.631 9.49 88.11 0.730 0.000 2.00 2.849 2.08 19.7 0.0 89.6 68.00 Appurtenance(s) 1.00 1.17 8.714 9.59 83.66 0.730 0.000 3.00 4.082 2.98 28.6 0.0 128.2 70.00 1.00 1.17 8.767 9.64 80.66 0.730 0.000 2.00 2.593 1.89 18.3 0.0 81.4 73.00 Appurtenance(s) 1.00 1.18 8.845 9.73 76.10 0.743 0.000 3.00 3.697 2.75 26.7 0.0 115.9 75.00 Appurtenance(s) 1.00 1.19 8.895 9.79 73.04 0.765 0.000 2.00 2.336 1.79 17.5 0.0 73.2 Totals: 75.00 931.5 5,975.0 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Discrete Appurtenance Forces %►' uI6/02/Z02479 62 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Macho g Exposure: C i i i �."" Crest Height: 0.00 Base Elev��(�{f�O` ,�^ Site Class: D - Stiff Soil IES Gh: 1 r VTrFp�J_-*1aphy: 1 Struct Class: II Page: 21 T°W`rE"b'""rin�So Load Case: 1.OD + 1.OW 60 mph Wind ' Iterations 19 Dead Load Factor 1.00 Wind Load Factor 1.00 Orient Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh 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 75.00 Pine Branches 1 8.895 9.785 1.00 1.00 45.00 750.00 0.000 0.000 440.33 0.00 0.00 2 73.00 Valmont R5-216 3 8.845 9.729 0.56 0.75 16.88 1050.00 0.000 0.000 164.19 0.00 0.00 3 73.00 T-Arms 3 8.845 9.729 0.56 0.75 16.88 1050.00 0.000 0.000 164.19 0.00 0.00 4 73.00 Raycap 1 8.845 9.729 1.00 1.00 3.79 32.00 0.000 0.000 36.87 0.00 0.00 5 73.00 Ericsson Radio 8843 3 8.845 9.729 0.54 0.80 2.65 225.00 0.000 0.000 25.81 0.00 0.00 6 73.00 Commscope 6 8.845 9.729 0.76 0.90 51.67 309.60 0.000 0.000 502.67 0.00 0.00 7 68.00 Pine Branches 1 8.714 9.585 1.00 1.00 90.00 1500.00 0.000 0.000 862.67 0.00 0.00 8 63.00 Nokia AAHC 3 8.575 9.432 0.60 0.80 7.56 312.00 0.000 0.000 71.31 0.00 0.00 9 63.00 ALU 1900 MHz 4X45 65 3 8.575 9.432 0.78 0.80 6.37 180.00 0.000 0.000 60.12 0.00 0.00 10 63.00 ALU 800 MHz 2X50W 6 8.575 9.432 0.66 0.80 9.56 318.00 0.000 0.000 90.19 0.00 0.00 11 63.00 RFS 3 8.575 9.432 0.62 0.80 20.81 247.50 0.000 0.000 196.27 0.00 0.00 12 63.00 T-Arms 3 8.575 9.432 0.56 0.75 13.50 1050.00 0.000 0.000 127.34 0.00 0.00 13 58.00 Pine Branches 1 8.427 9.270 1.00 1.00 90.00 1500.00 0.000 0.000 834.26 0.00 0.00 14 53.00 MOD 1 8.268 9.095 0.75 0.75 12.38 500.00 0.000 0.000 112.55 0.00 0.00 15 53.00 Ericsson RRU 4415 B66A 3 8.268 9.095 0.54 0.80 2.99 148.80 0.000 0.000 27.20 0.00 0.00 16 53.00 Ericsson RRU 4424 B25 3 8.268 9.095 0.54 0.80 3.30 264.00 0.000 0.000 29.98 0.00 0.00 17 53.00 Commscope 3 8.268 9.095 0.58 0.80 36.50 395.40 0.000 0.000 331.94 0.00 0.00 18 53.00 Ericsson AIR6449 B41 3 8.268 9.095 0.57 0.80 9.63 309.00 0.000 0.000 87.57 0.00 0.00 19 53.00 T-Arms 3 8.268 9.095 0.56 0.75 13.50 1050.00 0.000 0.000 122.79 0.00 0.00 20 48.00 Pine Branches 1 8.098 8.908 1.00 1.00 90.00 1500.00 0.000 0.000 801.68 0.00 0.00 Totals: 12,691.30 5,089.93 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinore Total Applied Force Summ %rNM906/02f�02479°W.62 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach o,,,, g Exposure: C i i i �."" Crest Height: 0.00 Base Elev��(�{f�O` ,�^ Site Class: D - Stiff Soil IES Gh: 1 r VTrFp�J_-*1aphy: 1 Struct Class: II Page: 22 T°W`rE"b'""rin�So Load Case: 1.OD + 1.OW 60 mph Wind ' Iterations 19 Dead Load Factor 1.00 Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 75.46 711.02 0.00 0.00 10.00 72.19 685.43 0.00 0.00 15.00 68.92 659.83 0.00 0.00 20.00 69.65 634.24 0.00 0.00 25.00 69.37 608.65 0.00 0.00 30.00 68.30 583.05 0.00 0.00 35.00 66.65 557.46 0.00 0.00 37.63 34.05 283.31 0.00 0.00 40.00 30.67 403.36 0.00 0.00 41.30 16.58 217.17 0.00 0.00 45.00 46.52 321.98 0.00 0.00 48.00 (1)attachments 838.23 1752.84 0.00 0.00 50.00 23.74 164.46 0.00 0.00 53.00 (16)attachments 746.80 2907.75 0.00 0.00 55.00 22.50 128.35 0.00 0.00 58.00 (1)attachments 867.09 1686.39 0.00 0.00 60.00 21.17 120.16 0.00 0.00 63.00 (18)attachments 575.98 2281.60 0.00 0.00 65.00 19.75 104.25 0.00 0.00 68.00 (1)attachments 891.23 1650.23 0.00 0.00 70.00 18.25 96.06 0.00 0.00 73.00 (16)attachments 920.47 2804.54 0.00 0.00 75.00 (1)attachments 457.82 823.19 0.00 0.00 Totals: 6,021.38 20,185.33 0.00 0.00 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsinor Calculated Forces WYMP OMM479° 652 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4og Exposure: C Heighi I z.V"-kr Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil IES� Gh: 1 phy: 1 Struct Class: II Page: 23 Tower Engineering Solutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 19 Dead Load Factor 1.00 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 -20.18 -6.04 0.00 -359.88 0.00 359.88 2509.61 616.85 1813.67 1828.14 0.00 0.000 0.000 0.205 5.00 -19.46 -5.99 0.00 -329.69 0.00 329.69 2432.68 590.45 1661.75 1695.60 0.05 -0.088 0.000 0.203 10.00 -18.77 -5.95 0.00 -299.73 0.00 299.73 2353.03 564.05 1516.47 1566.08 0.19 -0.179 0.000 0.199 15.00 -18.10 -5.91 0.00 -269.99 0.00 269.99 2270.65 537.65 1377.84 1439.84 0.43 -0.275 0.000 0.196 20.00 -17.45 -5.86 0.00 -240.46 0.00 240.46 2164.30 511.25 1245.85 1304.34 0.77 -0.373 0.000 0.193 25.00 -16.83 -5.82 0.00 -211.13 0.00 211.13 2052.54 484.85 1120.50 1172.44 1.21 -0.474 0.000 0.188 30.00 -16.24 -5.78 0.00 -182.03 0.00 182.03 1940.78 458.45 1001.80 1047.56 1.77 -0.577 0.000 0.182 35.00 -15.68 -5.73 0.00 -153.15 0.00 153.15 1829.01 432.05 889.75 929.72 2.43 -0.681 0.000 0.173 37.63 -15.39 -5.70 0.00 -138.07 0.00 138.07 1770.15 418.15 833.40 870.48 2.82 -0.738 0.000 0.167 40.00 -14.98 -5.68 0.00 -124.57 0.00 124.57 1717.25 405.65 784.33 818.91 3.20 -0.789 0.000 0.161 41.30 -14.76 -5.67 0.00 -117.19 0.00 117.19 1383.72 326.86 636.55 666.43 3.42 -0.817 0.000 0.187 45.00 -14.43 -5.64 0.00 -96.21 0.00 96.21 1317.55 311.23 577.14 603.90 4.08 -0.892 0.000 0.171 48.00 -12.69 -4.78 0.00 -79.30 0.00 79.30 1263.91 298.56 531.10 555.47 4.67 -0.959 0.000 0.153 50.00 -12.52 -4.77 0.00 -69.74 0.00 69.74 1228.14 290.11 501.46 524.30 5.08 -1.002 0.000 0.143 53.00 -9.62 -3.98 0.00 -55.43 0.00 55.43 1174.50 277.44 458.61 479.24 5.73 -1.061 0.000 0.124 55.00 -9.49 -3.96 0.00 -47.48 0.00 47.48 1138.74 268.99 431.11 450.32 6.18 -1.098 0.000 0.114 58.00 -7.82 -3.06 0.00 -35.61 0.00 35.61 1085.09 256.32 391.45 408.64 6.89 -1.147 0.000 0.094 60.00 -7.70 -3.04 0.00 -29.48 0.00 29.48 1049.33 247.87 366.07 381.97 7.37 -1.176 0.000 0.085 63.00 -5.43 -2.42 0.00 -20.35 0.00 20.35 995.68 235.20 329.60 343.65 8.12 -1.214 0.000 0.065 65.00 -5.32 -2.40 0.00 -15.50 0.00 15.50 959.92 226.75 306.34 319.24 8.64 -1.235 0.000 0.054 68.00 -3.69 -1.48 0.00 -8.28 0.00 8.28 906.27 214.08 273.06 284.30 9.42 -1.259 0.000 0.033 70.00 -3.60 -1.46 0.00 -5.33 0.00 5.33 870.51 205.63 251.93 262.13 9.95 -1.269 0.000 0.025 73.00 -0.81 -0.48 0.00 -0.95 0.00 0.95 816.86 192.96 221.84 230.57 10.75 -1.277 0.000 0.005 75.00 0.00 -0.46 0.00 0.00 0.00 0.00 781.10 184.51 202.84 210.65 11.29 -1.278 0.000 0.000 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. Citv of Lake Elsin Final Analysis Summ l"iiiiilld��� W- U16/0212M47E. .I52 AM Code: EIA/TIA-222-H 5/13/2021 Site Name: Mach4o,,,_g Exposure: C i Heighi I z.V"-kr Crest Height: 0.00 Base Elev �f�O` ,VT Site Class: D - Stiff Soil MIES Gh: 1 phy: 1 Struct Class: II Page: 24 7111"E"g'"e"'ngSO�° Reactions Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) 1.21D+1.OW 96 mph Wind 17.3 0.00 24.18 0.00 0.00 1034.90 0.91D+1.OW 96 mph Wind 17.3 0.00 18.13 0.00 0.00 1025.79 1.21D+1.OEv+1.OEh 9.1 0.00 30.62 0.00 0.00 596.15 0.91D+1.OEv+1.OEh 9.1 0.00 24.42 0.00 0.00 591.73 1.01D+1.OW 60 mph Wind 6.0 0.00 20.18 0.00 0.00 359.88 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 1.21D+1.OW 96 mph Wind -24.18 -17.28 0.00 -1034.9 0.00 -1034.9 2509.61 616.85 1813.67 1828.14 0.00 0.577 0.91D+1.OW 96 mph Wind -18.13 -17.26 0.00 -1025.7 0.00 -1025.7 2509.61 616.85 1813.67 1828.14 0.00 0.569 1.2D+1.OEv+1.OEh -30.62 -9.09 0.00 -596.15 0.00 -596.15 2509.61 616.85 1813.67 1828.14 0.00 0.339 0.9D+1.OEv+1.OEh -24.42 -9.08 0.00 -591.73 0.00 -591.73 2509.61 616.85 1813.67 1828.14 0.00 0.334 1.OD+1.OW 60 mph Wind -20.18 -6.04 0.00 -359.88 0.00 -359.88 2509.61 616.85 1813.67 1828.14 0.00 0.205 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved.