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- - - Land Use Planning & Land Information S 1. C R O I-X C,U ~1TY Resource Management Community Development Department 9/21/2017 Charles and Norma Bentley 183 US Highway 63 Baldwin WI 54002 RE: Conditional Approval: Land Use Permit, File# LUP-2017-038 Parcel number: 008-1085-60-010 183 US Hwy. 63 Baldwin WI 54002 Dear Mr. and Ms. Bentley, Community Development staff have reviewed the Land Use Permit application for the collocation of wireless tower components on the tower located on your property pursuant to Section 17.50 Mobile Tower Siting The request has been conditionally approved based on the application submission and the following findings: 1. The application is complete and has all the required submittal information in 17.50 D.1. d. 2. The existing tower meets the setback requirements in 17.50 E. 1. 3. An aeronautical approval report is on file pursuant to 17.50 E.2. 4. The existing tower has a removal bond on file for $27,000.00 pursuant to 17.50 EA.a. 5. The landowner acknowledgement letter is on file pursuant to 17.50 E.4.f. Based on these findings, approval of the Land Use Permit is subject to the following conditions: 1. The collocated components shall be installed according to the engineered plans received September 1, 2017. This approval is subject to the conditions listed above; it does not allow for any additional construction, structures, grading, paving, filling or clearing of vegetation beyond the limits of this request. Your information will remain on file at the St. Croix County Community Development Department suite. It is your responsibility to ensure compliance with any other local, state, or federal permitting or regulations, including contacting the Town of Eau Galle to see if any additional permits are needed. This permit is valid for one year, with the possibility of up to two (2) six-month extensions Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, WI 54016 Fax 715.386.4686 www.sccwi.us/cdd www.facebook.com/Stcroixcountywi cdd@co.saint-croix.wi.us Land Use ST. C R O I-X G O UNT Y Planning & Land Information Resource Management io- Community Development Department Sincerely, 44X x/. Alex Blackburn Land Use and Conservation Specialist cc: Maria T. Loinaz Adams, Buell Consulting, 1360 Energy Park Drive 4210, St. Paul MN 55108 William Peavey, Eau Galle Town Clerk, 2530 County Road N, Woodville, W1 54028 File Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, WI 54016 Fax 715.386.4686 www.sccwi.us/cdd www.facebook.com/Stcroixcountywi cdd@cosoint-croix.wi.us RECEIVED lop ST. G l)NTY LAND USE PERMIT File#A_LA --L7 3 4 I. iSCOPslll Office use only ST. Olx cvvkftii~' APPLICATION Revised May 101b :,OMMUNITY DEVELOPMENT APPLICANT INFORMATION Property Owner: Charles Bentley and Norma Jean Bentley Contractor/Agent: Maria T. Loinaz Adams - Agent For Verizon Mailing Address.. 183 US Highway 63 Mailing Address: Buell Consulting Baldwin, WI 54002 1360 Energy Park Dr. #210 St. Paul, MN 55108 Daytime Phone: ( ) Daytime Phone: (305 ) 333-1349 Cell: ( Cell: (305,333-1349 E-mail: E-mail: mtloinaz@buellconsulting.com # SITE INFORMATION Site Address: 183 Hwy 63, Baldwin, WI 54002 Property Location: 1/4, 1/4, Sec. 30 T. 28 N., R. 16 W., Town of Eaugalle Computer 30 28 _ 16 453A-10 Parcel 008 1085 60 010 LAND USE INFORMATION Zoning District (Check one): D AG. ❑ AG. II O RURAL RES. ❑ RESIDENTIAL ❑ COMMERCIAL ❑ INDUSTRIAL Overlay District (Check all that apply): ❑ SHORELAND O RIVERWAY ❑ FLOODPLAIN 0 ADULT ENTERTAINMENT Type of Land Use Permit Request (Check one): Please refer to the current fee schedule on our website. 13 Lower St. Croix Riverway District O Wireless Communication Tower (Co-location) 13 Shoreland 0 Temporary Occupancy ❑ Signage ❑ Nonmetallic Mining Operation ❑ Floodplain ❑ Animal Waste Storage Facility ❑ Grading & Filling, 12-24.9% Slopes 17 Livestock Facility ❑ Other: ❑ Permit processed in conjunction with a Land Division, Special Exception or Variance State the nature of your request: Removing (12) existing panel antennas, (6) diplexers (12) coax and (6) TTAS. Adding (9) panel antennas (12) RRUS and (2) Distribution boxes Zoning Ordinance Reference I SIGNATURE I attest that the informatio contained in his application is true and correct to the best of my knowledge. Property Owner Signature: Z a 1:f L[o.1 oh~~_ Date` Contractor/Agent Signature: .75 Date OFFICE USE ONLY. Complete Application Accepted: t~~ci1 By: )"r'iyt C~L Fee Received: ael Y; - 715 386 4b80 St. Croix Courty Government Center 715.381-44DO Fax 6i a, n >;ntt ror.__ u, 1101 Carmichael Road, Hudson, W154016 J V yw_;i W/; uslcod q' 1Y87 WXHDNMX28 ~ Py AMERICAN TOWER" C O R P O R A T 1 0 N Structural Analysis Report Structure : 188 ft Monopole ATC Site Name : Bentley WI, WI ATC Site Number : 415419 Engineering Number : OAA703768_C3_02 Proposed Carrier : Verizon Carrier Site Name : MIN Palmer Carrier Site Number : 174660 Site Location : 250 CROSS ROAD Baldwin, WI 54002-2808 44.889400,-92.372800 County : ST CROIX Date : May 31, 2017 Max Usage : 82% Result : Pass Prepared By: Reviewed By: Isaac P. Dodson Structural Engineer II ~w ry YAY~IYI~. C. U+ s GARf~M No. J73~ ~°~~~te 1~r~ a May 31 2017 5:02 PM COST ATC Tower Services - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Eng. Number OAA703768_C3_02 May 31, 2017 AMERICAN TOWER" C O R P O P A T I O N Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection, Twist, and Sway 3 Standard Conditions 4 Calculations Attached i ATC Tower Services - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Eng. Number OAA703768_C3_02 May 31, 2017 AMERICAN TOWER' Page 1 C O R P O R A T 1 0 N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 188 ft monopole to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Sabre Job #08-09033, dated September 14, 2007 Foundation Drawing Sabre Job #08-09033, dated October 11, 2007 Geotechnical Report AET Job #01-03472, dated May 16, 2007 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 90 mph (3-Second Gust) Basic Wind Speed w/ Ice: 50 mph (3-Second Gust) w/ 3/4" radial ice concurrent Code: ANSI/TIA-222-G / 2009 IBC / Wisconsin Commercial Building Code Structure Class: 11 Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 0.05, S1= 0.03 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Eng. Number OAA703768_C3_02 May 31, 2017 AMERICAN TOWER' Page 2 C O R P O R A T I O N Existing and Reserved Equipment Elevation' (ft) 4tY Antenna Mount Type Lines Carrier Mount RAD 6 CSS DBC-750 (7 Ibs) 188.0 190.0 6 ADC DD1900 Platform w/ Handrails (6) 15/8" Coax Verizon 2 Raycap RxxDC-3315-PF-48 1 VZW Unused Reserve: 2,677 sq in Equipment to be Removed Elevation' (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 6 Commscope LNX-6515DS-A1M 6 JMA Wireless CAP-460-VMO 190.0 190.0 Ericsson RRUS 12 (2) 1.56" Hybrid Verizon 6 3 Ericsson RRUS B13 Proposed Equipment Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 6 Ericsson Radio 2212 132/666A (w/o fan) 188.0 190.0 6 Ericsson RRUS 2212 613/65 (w/o fan) Platform w/ Handrails (2) 1.55" Hybrid Verizon 12 JMA Wireless X7CQAP-86-865-VRO 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. ATC Tower Services - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com • Eng. Number OAA703768_C3_02 May 31, 2017 AMERICAN TOWER' Page 3 < O R P O R A T 1 O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 59% Pass Shaft 82% Pass Base Plate 57% Pass Foundations Reaction Component Analysis Reactions % of Usage Moment (Kips-Ft) 2,853.8 64% Axial (Kips) 53.7 25% Shear (Kips) 21.7 10% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway (Rotation) Elevation (ft) Antenna Carrier (ft) (a) Ericsson Radio 2212 B2/B66A (w/o fan) 188.0 Ericsson RRUS 2212 613/65 (w/o fan) Verizon 4.359 2.991 JMA Wireless X7CQAP-86-865-VRO *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com r A AMERICAN TOWER° C O R P O R A T I O N Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Job Information Pole : 415419 Code: ANSI/TIA-222-G Description : 188 FT Sabre Monopole Client : VERIZON WIRELESS Struct Class : II Location : Bentley WI, WI Shape : 18 Sides Exposure : C 0 2007-2017byATCIPLLC. All rights reserved. Height: 188.00 (ft) Topo: 1 Base Elev (ft): 1.00 Taper: 0.197974in/ft) 188' -0' Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 40'- 3 1 53.250 40.92 51.47 0.375 0.000 0.198000 65 3,116 65 Thick 2 53.500 32.12 42.71 0.375 Slip Joint 63.000 0.198000 65 (65 3 53.500 23.00 33.59 0.313 Slip Joint 51.000 0.198000 65 4 40.250 16.00 23.96 0.188 Slip Joint 36.000 0.198000 65 150"-9 Discrete Appurtenance ` 147-9' 36 Attach Force Elev (ft) Elev (ft) Qty Description 188.000 190.000 6 Ericsson RRUS 2212 B131B5 188.000 188.000 1 Round Platform w/ Handrails 188.000 190.000 12 JMA Wireless X7CQAP-86-865- 53'-6` 188.000 190.000 2 Raycap RxxDC-3315-PF-48 5116' Thick 188.000 190.000 6 Ericsson Radio 2212 132/1366A (65 KSI) 188.000 190.000 6 ADC DD1900 188.000 190.000 6 CSS DBC-750 (7 Ibs) 188.000 190.000 1 VZW Unused Reserve: 2,677 Linear Appurtenance 101' 6' Elev (ft) Exposed 51` From To Description To Wind 97-3' 188-0 0.000 188.0 1 5/8" Coax No 0.000 188.0 1.55" Hybrid No Load Cases 53'-6' 1.21) + 1.6W 90 mph with No Ice 318 Thick 0.913 + 1.6W 90 mph with No Ice (Reduced DL) (65 KSI) 1.21) + 1.01)i + 1.0Wi 50 mph with 0.75 in Radial Ice (1.2 + 0.2Sds) * DL + E Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) * DL + E Seismic Equivalent Modal Analysis Method 53'-3- (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Lateral (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Modal 63' 1.01) + 1.0W Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 53'-3' 1.21) + 1.6W 2853.77 21.73 35.61 3/8` Thick (65 KS1) 0.91) + 1.6W 2808.68 21.71 26.70 1.2D + 1.01)i + 1.OWi 1008.09 7.67 53.70 (1.2 + 0.2Sds) * DL + E ELFM 183.46 1.16 34.66 (1.2 + 0.2Sds) * DL + E EMAM 85.62 0.54 34.66 (0.9 - 0.2Sds) * DL + E ELFM 180.41 1.16 25.51 (0.9 - 0.2Sds) * DL + E EMAM 84.10 0.54 25.51 1.01) + 1.0W 786.91 6.03 29.70 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 188'-0' 40'-3 3116' Thick (65 FrSI) 150'-9' 36" 147-9' 5Y-6' 5/16'Thick (65 KSI) 101'-6' 51' 97-3` 188'-0' 53'-6" 318 Thick (65 KSI) 53'-3- 6 3` 48'-0' 53'-3' 3r8' Thick ,65 KSI) Load Case : 1.2D + 1.6W Max Ratio 82.03% at 150.8 ft 185.000 1.00 180.000 175.000 170.000 165.000 160.000 155.000 150.000 145.000 140.000 135.000 130.000 125.000 120.000 115.000 110.000 105.000 m T 100.000 95.000 w 90.000 85.000 80.000 75.000 70.000 65.000 60.000 55.000 50.000 45.000 40.000 35.000 30.000 25.000'{¢ 20.000 15.000 r 10.000 5.000 r 0.000 1.00 0.07 0.12 0.17 0.22 0.27 0.32 0.37 0.42 0.47 0.52 0.57 0.62 0.67 0.72 0.77 0.82 0.87 0.92 0. Interaction Site Number: 415419 Code: ANSI/TIA-222-G © 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:22 PM Customer: VERIZON WIRELESS Analysis Parameters Location: ST CROIX County, WI Height (ft): 188 Code: ANSI/TIA-222-G Base Diameter (in): 51.47 Shape: 18 Sides Top Diameter (in): 16.00 Pole Type: Taper Taper (in/ft) : 0.198 Pole Manfacturer: Sabre Rotation (deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 90 mph Exposure Category: C Design Wind Speed With Ice: 50 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.75 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 3.06 TL (sec): 12 p: 1.3 CS: 0.030 SS: 0.046 Si: 0.029 C S Max: 0.030 Fa: 1.600 Fv: 2.400 C s Min: 0.030 Sds: 0.049 Sdt : 0.046 Load Cases 1.2D + 1.6W 90 mph with No Ice 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 1.2D + 1.ODi + 1.OWi 50 mph with 0.75 in Radial Ice (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 1.OD + 1.OW Serviceability 60 mph Page: 1 Site Number: 415419 Code: ANSI/TIA-222-G © 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:22 PM Customer: VERIZON WIRELESS Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Wei ht Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft} (in) (ksi) Type Len (in) (IbJ (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 53.250 0.3750 65 0.00 9,883 51.47 0.00 60.81 20059.1 22.79 137.25 40.92 53.25 48.27 10028.4 17.83 109.14 0.197979 2-18 53.500 0.3750 65 Slip 63.00 8,027 42.71 48.00 50.40 11415.4 18.68 113.91 32.12 101.50 37.79 4813.0 13.69 85.67 0.197979 3-18 53.500 0.3125 65 Slip 51.00 5,053 33.59 97.25 33.01 4618.6 17.54 107.49 23.00 150.75 22.50 1463.3 11.57 73.60 0.197979 4-18 40.250 0.1875 65 Slip 36.00 1,614 23.96 147.75 14.15 1011.2 21.13 127.83 16.00 188.00 9.41 297.3 13.64 85.33 0.197979 Shaft Weight 24,576 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (I b) (sf) Factor (I b) (sf) Factor (ft) (ft) 188.00 ADC DD1900 6 12.10 1.090 0.50 37.81 1.796 0.50 0.000 2.000 188.00 CSS DBC-750 (7 Ibs) 6 7.00 0.710 0.50 21.67 1.347 0.50 0.000 2.000 188.00 Ericsson Radio 2212 6 39.70 1.860 0.50 234.51 2.455 0.50 0.000 2.000 188.00 Ericsson RRUS 2212 BI 3/135 6 44.10 1.860 0.50 137.82 3.066 0.50 0.000 2.000 188.00 JIMA Wireless X7CQAP-86- 12 54.80 13.440 0.79 424.35 17.210 0.79 0.000 2.000 188.00 Raycap RxxDC-3315-PF-48 2 21.40 2.510 0.67 117.98 3.179 0.67 0.000 2.000 188.00 Round Platform w/ Handrails 1 2000.00 27.200 1.00 3,327.74 52.247 1.00 0.000 0.000 188.00 VZW Unused Reserve: 2,677 1 682.20 18.610 1.00 1,169.18 31.895 1.00 0.000 2.000 Totals 40 4000.00 12,415.93 Number of Loadings : 8 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 188.00 6 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon 0.00 188.00 2 1.55" Hybrid 1.55 0.55 N 0.00 N Verizon Page: 2 Site Number: 415419 Code: ANSI/TIA-222-G © 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:22 PM Customer: VERIZON WIRELESS Segment Properties (Max Len : 5. ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (W) (in') Ratio Ratio (ksi) (in') (in3) (I b) 0.00 0.3750 51.470 60.814 20,059.1 22.79 137.25 74.6 767.6 0.0 0.0 5.00 0.3750 50.480 59.635 18,915.7 22.33 134.61 75.1 738.0 0.0 1,024.7 10.00 0.3750 49.490 58.457 17,816.6 21.86 131.97 75.7 709.1 0.0 1,004.6 15.00 0.3750 48.500 57.279 16,760.9 21.39 129.33 76.2 680.7 0.0 984.6 20.00 0.3750 47.510 56.101 15,747.7 20.93 126.69 76.8 652.8 0.0 964.5 25.00 0.3750 46.521 54.923 14,776.3 20.46 124.05 77.3 625.6 0.0 944.5 30.00 0.3750 45.531 53.745 13,845.6 20.00 121.42 77.9 598.9 0.0 924.4 35.00 0.3750 44.541 52.566 12,954.8 19.53 118.78 78.4 572.9 0.0 904.4 40.00 0.3750 43.551 51.388 12,103.1 19.07 116.14 79.0 547.4 0.0 884.3 45.00 0.3750 42.561 50.210 11,289.6 18.60 113.50 79.5 522.5 0.0 864.3 48.00 Bot - Section 2 0.3750 41.967 49.503 10,819.5 18.32 111.91 79.9 507.8 0.0 509.0 50.00 0.3750 41.571 49.032 10,513.4 18.14 110.86 80.1 498.1 0.0 676.7 53.25 Top - Section 1 0.3750 41.678 49.159 10,595.2 18.19 111.14 80.0 500.7 0.0 1,085.9 55.00 0.3750 41.331 48.746 10,330.8 18.02 110.22 80.2 492.3 0.0 291.5 60.00 0.3750 40.341 47.568 9,599.7 17.56 107.58 80.7 468.7 0.0 819.3 65.00 0.3750 39.351 46.390 8,903.9 17.09 104.94 81.3 445.7 0.0 799.3 70.00 0.3750 38.361 45.212 8,242.6 16.63 102.30 81.8 423.2 0.0 779.3 75.00 0.3750 37.372 44.034 7,614.8 16.16 99.66 82.4 401.3 0.0 759.2 80.00 0.3750 36.382 42.855 7,019.8 15.70 97.02 82.6 380.0 0.0 739.2 85.00 0.3750 35.392 41.677 6,456.6 15.23 94.38 82.6 359.3 0.0 719.1 90.00 0.3750 34.402 40.499 5,924.4 14.77 91.74 82.6 339.2 0.0 699.1 95.00 0.3750 33.412 39.321 5,422.2 14.30 89.10 82.6 319.6 0.0 679.0 97.25 Bot - Section 3 0.3750 32.967 38.791 5,205.8 14.09 87.91 82.6 311.0 0.0 299.0 100.0 0.3750 32.422 38.143 4,949.3 13.83 86.46 82.6 300.7 0.0 666.3 101.5 Top - Section 2 0.3125 32.750 32.173 4,277.0 17.07 104.80 81.3 257.2 0.0 358.8 105.0 0.3125 32.057 31.486 4,008.8 16.68 102.58 81.8 246.3 0.0 379.1 110.0 0.3125 31.067 30.504 3,645.3 16.12 99.42 82.4 231.1 0.0 527.3 115.0 0.3125 30.077 29.522 3,304.5 15.56 96.25 82.6 216.4 0.0 510.6 120.0 0.3125 29.088 28.540 2,985.7 15.00 93.08 82.6 202.2 0.0 493.9 125.0 0.3125 28.098 27.558 2,688.0 14.44 89.91 82.6 188.4 0.0 477.2 130.0 0.3125 27.108 26.577 2,410.8 13.88 86.74 82.6 175.2 0.0 460.5 135.0 0.3125 26.118 25.595 2,153.4 13.33 83.58 82.6 162.4 0.0 443.8 140.0 0.3125 25.128 24.613 1,915.0 12.77 80.41 82.6 150.1 0.0 427.1 145.0 0.3125 24.138 23.631 1,694.8 12.21 77.24 82.6 138.3 0.0 410.4 147.7 Bot - Section 4 0.3125 23.594 23.091 1,581.3 11.90 75.50 82.6 132.0 0.0 218.6 150.0 0.3125 23.148 22.649 1,492.2 11.65 74.07 82.6 127.0 0.0 282.4 150.7 Top - Section 3 0.1875 23.375 13.799 937.3 20.57 124.67 77.2 79.0 0.0 92.9 155.0 0.1875 22.533 13.298 838.9 19.78 120.18 78.1 73.3 0.0 195.9 160.0 0.1875 21.543 12.709 732.3 18.85 114.90 79.2 67.0 0.0 221.2 165.0 0.1875 20.554 12.120 635.1 17.92 109.62 80.3 60.9 0.0 211.2 170.0 0.1875 19.564 11.531 546.9 16.99 104.34 81.4 55.1 0.0 201.2 175.0 0.1875 18.574 10.942 467.3 16.06 99.06 82.5 49.6 0.0 191.2 180.0 0.1875 17.584 10.353 395.8 15.13 93.78 82.6 44.3 0.0 181.1 185.0 0.1875 16.594 9.764 332.0 14.19 88.50 82.6 39.4 0.0 171.1 188.0 0.1875 16.000 9.410 297.3 13.64 85.33 82.6 36.6 0.0 97.9 24,575.8 Page: 3 Site Number: 415419 Code: ANSI/TIA-222-G © 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:22 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.6W 90 mph with No Ice 30 Iterations i Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -35.61 -21.73 0.00 -2,853.77 0.00 2,853.77 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.673 5.00 -34.27 -21.44 0.00 -2,745.14 0.00 2,745.14 4,033.02 2,016.51 8,306.38 4,159.37 0.11 -0.20 0.669 10.00 -32.96 -21.15 0.00 -2,637.96 0.00 2,637.96 3,982.14 1,991.07 8,038.36 4,025.16 0.42 -0.40 0.664 15.00 -31.67 -20.85 0.00 -2,532.23 0.00 2,532.23 3,930.10 1,965.05 7,772.22 3,891.89 0.95 -0.61 0.659 20.00 -30.40 -20.54 0.00 -2,427.99 0.00 2,427.99 3,876.91 1,938.45 7,508.09 3,759.63 1.70 -0.82 0.654 25.00 -29.16 -20.20 0.00 -2,325.31 0.00 2,325.31 3,822.55 1,911.27 7,246.12 3,628.45 2.67 -1.03 0.649 30.00 -27.95 -19.86 0.00 -2,224.29 0.00 2,224.29 3,767.03 1,883.51 6,986.46 3,498.42 3.87 -1.25 0.643 35.00 -26.76 -19.51 0.00 -2,124.99 0.00 2,124.99 3,710.35 1,855.17 6,729.25 3,369.62 5.30 -1.47 0.638 40.00 -25.60 -19.14 0.00 -2,027.46 0.00 2,027.46 3,652.50 1,826.25 6,474.62 3,242.12 6.97 -1.70 0.632 45.00 -24.48 -18.84 0.00 -1,931.74 0.00 1,931.74 3,593.50 1,796.75 6,222.72 3,115.99 8.87 -1.94 0.627 48.00 -23.81 -18.65 0.00 -1,875.22 0.00 1,875.22 3,557.54 1,778.77 6,072.96 3,040.99 10.14 -2.08 0.623 50.00 -22.96 -18.44 0.00 -1,837.92 0.00 1,837.92 3,533.34 1,766.67 5,973.71 2,991.29 11.03 -2.18 0.621 53.25 -21.60 -18.21 0.00 -1,778.00 0.00 1,778.00 3,539.87 1,769.94 6,000.37 3,004.65 12.56 -2.34 0.598 55.00 -21.20 -17.96 0.00 -1,746.13 0.00 1,746.13 3,518.58 1,759.29 5,913.81 2,961.30 13.44 -2.42 0.596 60.00 -20.13 -17.56 0.00 -1,656.33 0.00 1,656.33 3,456.98 1,728.49 5,668.56 2,838.49 16.10 -2.66 0.589 65.00 -19.08 -17.16 0.00 -1,568.54 0.00 1,568.54 3,394.21 1,697.11 5,426.50 2,717.28 19.01 -2.90 0.583 70.00 -18.06 -16.75 0.00 -1,482.76 0.00 1,482.76 3,330.28 1,665.14 5,187.79 2,597.75 22.17 -3.14 0.576 75.00 -17.07 -16.35 0.00 -1,398.99 0.00 1,398.99 3,265.19 1,632.60 4,952.55 2,479.96 25.59 -3.39 0.569 80.00 -16.10 -15.95 0.00 -1,317.24 0.00 1,317.24 3,183.94 1,591.97 4,698.80 2,352.89 29.27 -3.64 0.565 85.00 -15.16 -15.54 0.00 -1,237.52 0.00 1,237.52 3,096.41 1,548.21 4,442.70 2,224.65 33.22 -3.90 0.561 90.00 -14.25 -15.14 0.00 -1,159.80 0.00 1,159.80 3,008.88 1,504.44 4,193.78 2,100.01 37.45 -4.17 0.557 95.00 -13.37 -14.83 0.00 -1,084.09 0.00 1,084.09 2,921.35 1,460.67 3,952.03 1,978.95 41.95 -4.44 0.552 97.25 -12.98 -14.64 0.00 -1,050.71 0.00 1,050.71 2,881.96 1,440.98 3,845.58 1,925.65 44.07 -4.56 0.550 100.00 -12.14 -14.43 0.00 -1,010.46 0.00 1,010.46 2,833.81 1,416.91 3,717.46 1,861.49 46.74 -4.72 0.547 101.50 -11.69 -14.22 0.00 -988.82 0.00 988.82 2,354.81 1,177.41 3,133.15 1,568.90 48.23 -4.80 0.635 105.00 -11.17 -13.90 0.00 -939.04 0.00 939.04 2,317.54 1,158.77 3,017.05 1,510.77 51.82 -5.00 0.627 110.00 -10.46 -13.52 0.00 -869.54 0.00 869.54 2,263.31 1,131.65 2,853.68 1,428.96 57.23 -5.32 0.613 115.00 -9.78 -13.14 0.00 -801.94 0.00 801.94 2,193.34 1,096.67 2,675.55 1,339.76 62.97 -5.65 0.603 120.00 -9.12 -12.77 0.00 -736.24 0.00 736.24 2,120.40 1,060.20 2,499.66 1,251.69 69.05 -5.98 0.593 125.00 -8.48 -12.40 0.00 -672.40 0.00 672.40 2,047.45 1,023.73 2,329.74 1,166.60 75.48 -6.32 0.581 130.00 -7.86 -12.03 0.00 -610.41 0.00 610.41 1,974.51 987.25 2,165.81 1,084.51 82.26 -6.65 0.567 135.00 -7.26 -11.68 0.00 -550.24 0.00 550.24 1,901.56 950.78 2,007.85 1,005.42 89.40 -7.00 0.551 140.00 -6.69 -11.33 0.00 -491.86 0.00 491.86 1,828.62 914.31 1,855.88 929.32 96.89 -7.34 0.533 145.00 -6.15 -11.04 0.00 -435.23 0.00 435.23 1,755.68 877.84 1,709.89 856.21 104.74 -7.69 0.512 147.75 -5.86 -10.87 0.00 -404.87 0.00 404.87 1,715.56 857.78 1,632.14 817.28 109.21 -7.88 0.499 150.00 -5.50 -10.73 0.00 -380.42 0.00 380.42 1,682.73 841.37 1,569.87 786.10 112.95 -8.04 0.487 150.75 -5.37 -10.58 0.00 -372.37 0.00 372.37 958.80 479.40 913.31 457.33 114.21 -8.09 0.820 155.00 -5.08 -10.31 0.00 -327.39 0.00 327.39 935.15 467.58 858.20 429.74 121.53 -8.38 0.768 160.00 -4.73 -10.02 0.00 -275.85 0.00 275.85 906.25 453.12 794.52 397.85 130.55 -8.89 0.699 165.00 -4.41 -9.74 0.00 -225.74 0.00 225.74 876.18 438.09 732.25 366.67 140.09 -9.38 0.621 170.00 -4.11 -9.46 0.00 -177.04 0.00 177.04 844.96 422.48 671.52 336.26 150.11 -9.83 0.532 175.00 -3.84 -9.19 0.00 -129.72 0.00 129.72 812.57 406.29 612.47 306.69 160.57 -10.23 0.428 180.00 -3.59 -8.93 0.00 -83.76 0.00 83.76 769.15 384.57 548.21 274.51 171.41 -10.56 0.310 185.00 -3.36 -8.71 0.00 -39.12 0.00 39.12 725.38 362.69 487.29 244.00 182.53 -10.78 0.166 188.00 0.00 -7.92 0.00 -12.98 0.00 12.98 699.12 349.56 452.45 226.56 189.29 -10.84 0.058 Page: 4 Site Number: 415419 Code: ANSI/TIA-222-G © 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:23 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 30 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -26.70 -21.71 0.00 -2,808.68 0.00 2,808.68 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.661 5.00 -25.68 -21.39 0.00 -2,700.12 0.00 2,700.12 4,033.02 2,016.51 8,306.38 4,159.37 0.10 -0.20 0.656 10.00 -24.67 -21.07 0.00 -2,593.18 0.00 2,593.18 3,982.14 1,991.07 8,038.36 4,025.16 0.42 -0.39 0.651 15.00 -23.69 -20.74 0.00 -2,487.84 0.00 2,487.84 3,930.10 1,965.05 7,772.22 3,891.89 0.94 -0.60 0.645 20.00 -22.73 -20.40 0.00 -2,384.11 0.00 2,384.11 3,876.91 1,938.45 7,508.09 3,759.63 1.67 -0.80 0.640 25.00 -21.78 -20.05 0.00 -2,282.09 0.00 2,282.09 3,822.55 1,911.27 7,246.12 3,628.45 2.63 -1.01 0.635 30.00 -20.86 -19.68 0.00 -2,181.85 0.00 2,181.85 3,767.03 1,883.51 6,986.46 3,498.42 3.80 -1.23 0.629 35.00 -19.95 -19.31 0.00 -2,083.44 0.00 2,083.44 3,710.35 1,855.17 6,729.25 3,369.62 5.21 -1.45 0.624 40.00 -19.07 -18.92 0.00 -1,986.90 0.00 1,986.90 3,652.50 1,826.25 6,474.62 3,242.12 6.85 -1.67 0.618 45.00 -18.21 -18.61 0.00 -1,892.28 0.00 1,892.28 3,593.50 1,796.75 6,222.72 3,115.99 8.72 -1.90 0.612 48.00 -17.71 -18.41 0.00 -1,836.45 0.00 1,836.45 3,557.54 1,778.77 6,072.96 3,040.99 9.96 -2.04 0.609 50.00 -17.06 -18.19 0.00 -1,799.63 0.00 1,799.63 3,533.34 1,766.67 5,973.71 2,991.29 10.83 -2.14 0.607 53.25 -16.03 -17.97 0.00 -1,740.51 0.00 1,740.51 3,539.87 1,769.94 6,000.37 3,004.65 12.34 -2.29 0.584 55.00 -15.73 -17.70 0.00 -1,709.07 0.00 1,709.07 3,518.58 1,759.29 5,913.81 2,961.30 13.20 -2.38 0.582 60.00 -14.91 -17.29 0.00 -1,620.56 0.00 1,620.56 3,456.98 1,728.49 5,668.56 2,838.49 15.81 -2.61 0.575 65.00 -14.12 -16.88 0.00 -1,534.10 0.00 1,534.10 3,394.21 1,697.11 5,426.50 2,717.28 18.66 -2.84 0.569 70.00 -13.34 -16.47 0.00 -1,449.70 0.00 1,449.70 3,330.28 1,665.14 5,187.79 2,597.75 21.76 -3.08 0.562 75.00 -12.59 -16.06 0.00 -1,367.36 0.00 1,367.36 3,265.19 1,632.60 4,952.55 2,479.96 25.12 -3.32 0.555 80.00 -11.85 -15.65 0.00 -1,287.08 0.00 1,287.08 3,183.94 1,591.97 4,698.80 2,352.89 28.73 -3.57 0.551 85.00 -11.14 -15.24 0.00 -1,208.84 0.00 1,208.84 3,096.41 1,548.21 4,442.70 2,224.65 32.60 -3.82 0.547 90.00 -10.45 -14.84 0.00 -1,132.63 0.00 1,132.63 3,008.88 1,504.44 4,193.78 2,100.01 36.74 -4.08 0.543 95.00 -9.78 -14.53 0.00 -1,058.43 0.00 1,058.43 2,921.35 1,460.67 3,952.03 1,978.95 41.15 -4.34 0.538 97.25 -9.48 -14.34 0.00 -1,025.73 0.00 1,025.73 2,881.96 1,440.98 3,845.58 1,925.65 43.22 -4.47 0.536 100.00 -8.86 -14.14 0.00 -986.31 0.00 986.31 2,833.81 1,416.91 3,717.46 1,861.49 45.84 -4.62 0.533 101.50 -8.51 -13.93 0.00 -965.11 0.00 965.11 2,354.81 1,177.41 3,133.15 1,568.90 47.30 -4.70 0.619 105.00 -8.12 -13.61 0.00 -916.34 0.00 916.34 2,317.54 1,158.77 3,017.05 1,510.77 50.82 -4.90 0.610 110.00 -7.58 -13.22 0.00 -848.30 0.00 848.30 2,263.31 1,131.65 2,853.68 1,428.96 56.11 -5.21 0.597 115.00 -7.06 -12.85 0.00 -782.19 0.00 782.19 2,193.34 1,096.67 2,675.55 1,339.76 61.72 -5.53 0.587 120.00 -6.55 -12.47 0.00 -717.96 0.00 717.96 2,120.40 1,060.20 2,499.66 1,251.69 67.68 -5.85 0.577 125.00 -6.07 -12.11 0.00 -655.60 0.00 655.60 2,047.45 1,023.73 2,329.74 1,166.60 73.97 -6.18 0.565 130.00 -5.60 -11.75 0.00 -595.07 0.00 595.07 1,974.51 987.25 2,165.81 1,084.51 80.60 -6.51 0.552 135.00 -5.15 -11.39 0.00 -536.35 0.00 536.35 1,901.56 950.78 2,007.85 1,005.42 87.58 -6.84 0.536 140.00 -4.71 -11.05 0.00 -479.39 0.00 479.39 1,828.62 914.31 1,855.88 929.32 94.91 -7.18 0.519 145.00 -4.30 -10.77 0.00 -424.16 0.00 424.16 1,755.68 877.84 1,709.89 856.21 102.59 -7.51 0.498 147.75 -4.08 -10.60 0.00 -394.54 0.00 394.54 1,715.56 857.78 1,632.14 817.28 106.96 -7.70 0.485 150.00 -3.81 -10.48 0.00 -370.69 0.00 370.69 1,682.73 841.37 1,569.87 786.10 110.62 -7.86 0.474 150.75 -3.72 -10.33 0.00 -362.83 0.00 362.83 958.80 479.40 913.31 457.33 111.85 -7.91 0.798 155.00 -3.49 -10.05 0.00 -318.94 0.00 318.94 935.15 467.58 858.20 429.74 119.00 -8.19 0.746 160.00 -3.22 -9.76 0.00 -268.69 0.00 268.69 906.25 453.12 794.52 397.85 127.82 -8.69 0.679 165.00 -2.98 -9.48 0.00 -219.88 0.00 219.88 876.18 438.09 732.25 366.67 137.14 -9.17 0.604 170.00 -2.75 -9.20 0.00 -172.49 0.00 172.49 844.96 422.48 671.52 336.26 146.94 -9.60 0.517 175.00 -2.54 -8.94 0.00 -126.47 0.00 126.47 812.57 406.29 612.47 306.69 157.16 -9.99 0.416 180.00 -2.35 -8.68 0.00 -81.78 0.00 81.78 769.15 384.57 548.21 274.51 167.75 -10.31 0.301 185.00 -2.19 -8.47 0.00 -38.39 0.00 38.39 725.38 362.69 487.29 244.00 178.62 -10.53 0.161 188.00 0.00 -7.92 0.00 -12.98 0.00 12.98 699.12 349.56 452.45 226.56 185.22 -10.59 0.058 Page: 5 Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:24 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.ODi + 1.OWi 50 mph with 0.75 in Radial Ice 29 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 i Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -53.70 -7.67 0.00 -1,008.09 0.00 1,008.09 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.248 5.00 -52.04 -7.58 0.00 -969.74 0.00 969.74 4,033.02 2,016.51 8,306.38 4,159.37 0.04 -0.07 0.246 10.00 -50.37 -7.49 0.00 -931.84 0.00 931.84 3,982.14 1,991.07 8,038.36 4,025.16 0.15 -0.14 0.244 15.00 -48.71 -7.40 0.00 -894.39 0.00 894.39 3,930.10 1,965.05 7,772.22 3,891.89 0.34 -0.21 0.242 20.00 -47.08 -7.30 0.00 -857.41 0.00 857.41 3,876.91 1,938.45 7,508.09 3,759.63 0.60 -0.29 0.240 25.00 -45.46 -7.19 0.00 -820.93 0.00 820.93 3,822.55 1,911.27 7,246.12 3,628.45 0.94 -0.36 0.238 30.00 -43.88 -7.07 0.00 -785.00 0.00 785.00 3,767.03 1,883.51 6,986.46 3,498.42 1.37 -0.44 0.236 35.00 -42.31 -6.95 0.00 -749.63 0.00 749.63 3,710.35 1,855.17 6,729.25 3,369.62 1.87 -0.52 0.234 40.00 -40.78 -6.83 0.00 -714.86 0.00 714.86 3,652.50 1,826.25 6,474.62 3,242.12 2.46 -0.60 0.232 45.00 -39.27 -6.73 0.00 -680.70 0.00 680.70 3,593.50 1,796.75 6,222.72 3,115.99 3.13 -0.68 0.229 48.00 -38.38 -6.66 0.00 -660.52 0.00 660.52 3,557.54 1,778.77 6,072.96 3,040.99 3.58 -0.73 0.228 50.00 -37.38 -6.59 0.00 -647.20 0.00 647.20 3,533.34 1,766.67 5,973.71 2,991.29 3.89 -0.77 0.227 53.25 -35.77 -6.51 0.00 -625.79 0.00 625.79 3,539.87 1,769.94 6,000.37 3,004.65 4.44 -0.82 0.218 55.00 -35.26 -6.42 0.00 -614.40 0.00 614.40 3,518.58 1,759.29 5,913.81 2,961.30 4.74 -0.86 0.218 60.00 -33.81 -6.28 0.00 -582.29 0.00 582.29 3,456.98 1,728.49 5,668.56 2,838.49 5.68 -0.94 0.215 65.00 -32.40 -6.14 0.00 -550.89 0.00 550.89 3,394.21 1,697.11 5,426.50 2,717.28 6.71 -1.02 0.212 70.00 -31.02 -5.99 0.00 -520.20 0.00 520.20 3,330.28 1,665.14 5,187.79 2,597.75 7.83 -1.11 0.210 75.00 -29.67 -5.85 0.00 -490.24 0.00 490.24 3,265.19 1,632.60 4,952.55 2,479.96 9.03 -1.19 0.207 80.00 -28.35 -5.70 0.00 -461.01 0.00 461.01 3,183.94 1,591.97 4,698.80 2,352.89 10.33 -1.28 0.205 85.00 -27.07 -5.55 0.00 -432.52 0.00 432.52 3,096.41 1,548.21 4,442.70 2,224.65 11.72 -1.37 0.203 90.00 -25.82 -5.40 0.00 -404.76 0.00 404.76 3,008.88 1,504.44 4,193.78 2,100.01 13.21 -1.47 0.201 95.00 -24.60 -5.29 0.00 -377.74 0.00 377.74 2,921.35 1,460.67 3,952.03 1,978.95 14.79 -1.56 0.199 97.25 -24.06 -5.22 0.00 -365.84 0.00 365.84 2,881.96 1,440.98 3,845.58 1,925.65 15.54 -1.60 0.198 100.00 -23.03 -5.14 0.00 -351.50 0.00 351.50 2,833.81 1,416.91 3,717.46 1,861.49 16.48 -1.66 0.197 101.50 -22.48 -5.06 0.00 -343.79 0.00 343.79 2,354.81 1,177.41 3,133.15 1,568.90 17.00 -1.69 0.229 105.00 -21.75 -4.94 0.00 -326.08 0.00 326.08 2,317.54 1,158.77 3,017.05 1,510.77 18.27 -1.76 0.225 110.00 -20.73 -4.80 0.00 -301.36 0.00 301.36 2,263.31 1,131.65 2,853.68 1,428.96 20.17 -1.87 0.220 115.00 -19.74 -4.66 0.00 -277.35 0.00 277.35 2,193.34 1,096.67 2,675.55 1,339.76 22.18 -1.98 0.216 120.00 -18.78 -4.52 0.00 -254.05 0.00 254.05 2,120.40 1,060.20 2,499.66 1,251.69 24.32 -2.10 0.212 125.00 -17.85 -4.38 0.00 -231.46 0.00 231.46 2,047.45 1,023.73 2,329.74 1,166.60 26.57 -2.21 0.207 130.00 -16.95 -4.24 0.00 -209.57 0.00 209.57 1,974.51 987.25 2,165.81 1,084.51 28.95 -2.33 0.202 135.00 -16.08 -4.10 0.00 -188.38 0.00 188.38 1,901.56 950.78 2,007.85 1,005.42 31.45 -2.45 0.196 140.00 -15.23 -3.96 0.00 -167.88 0.00 167.88 1,828.62 914.31 1,855.88 929.32 34.08 -2.56 0.189 145.00 -14.42 -3.85 0.00 -148.06 0.00 148.06 1,755.68 877.84 1,709.89 856.21 36.82 -2.68 0.181 147.75 -13.99 -3.78 0.00 -137.48 0.00 137.48 1,715.56 857.78 1,632.14 817.28 38.38 -2.75 0.176 150.00 -13.51 -3.73 0.00 -128.98 0.00 128.98 1,682.73 841.37 1,569.87 786.10 39.69 -2.80 0.172 150.75 -13.35 -3.67 0.00 -126.18 0.00 126.18 958.80 479.40 913.31 457.33 40.13 -2.82 0.290 155.00 -12.86 -3.56 0.00 -110.58 0.00 110.58 935.15 467.58 858.20 429.74 42.68 -2.92 0.271 160.00 -12.30 -3.45 0.00 -92.77 0.00 92.77 906.25 453.12 794.52 397.85 45.83 -3.09 0.247 165.00 -11.76 -3.34 0.00 -75.51 0.00 75.51 876.18 438.09 732.25 366.67 49.15 -3.25 0.219 170.00 -11.25 -3.23 0.00 -58.81 0.00 58.81 844.96 422.48 671.52 336.26 52.64 -3.40 0.188 175.00 -10.75 -3.11 0.00 -42.67 0.00 42.67 812.57 406.29 612.47 306.69 56.27 -3.53 0.152 180.00 -10.29 -3.00 0.00 -27.11 0.00 27.11 769.15 384.57 548.21 274.51 60.03 -3.64 0.112 185.00 -9.85 -2.90 0.00 -12.12 0.00 12.12 725.38 362.69 487.29 244.00 63.89 -3.71 0.063 188.00 0.00 -2.25 0.00 -3.43 0.00 3.43 699.12 349.56 452.45 226.56 66.22 -3.73 0.015 Page: 6 Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:25 PM Customer: VERIZON WIRELESS Load Case: 1.OD + 1.OW Serviceability 60 mph 28 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -29.70 -6.03 0.00 -786.91 0.00 786.91 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.191 5.00 -28.64 -5.94 0.00 -756.76 0.00 756.76 4,033.02 2,016.51 8,306.38 4,159.37 0.03 -0.05 0.189 10.00 -27.60 -5.86 0.00 -727.03 0.00 727.03 3,982.14 1,991.07 8,038.36 4,025.16 0.12 -0.11 0.188 15.00 -26.58 -5.77 0.00 -697.74 0.00 697.74 3,930.10 1,965.05 7,772.22 3,891.89 0.26 -0.17 0.186 20.00 -25.58 -5.68 0.00 -668.88 0.00 668.88 3,876.91 1,938.45 7,508.09 3,759.63 0.47 -0.23 0.185 25.00 -24.60 -5.58 0.00 -640.48 0.00 640.48 3,822.55 1,911.27 7,246.12 3,628.45 0.74 -0.28 0.183 30.00 -23.64 -5.48 0.00 -612.56 0.00 612.56 3,767.03 1,883.51 6,986.46 3,498.42 1.07 -0.34 0.181 35.00 -22.70 -5.38 0.00 -585.14 0.00 585.14 3,710.35 1,855.17 6,729.25 3,369.62 1.46 -0.41 0.180 40.00 -21.79 -5.28 0.00 -558.22 0.00 558.22 3,652.50 1,826.25 6,474.62 3,242.12 1.92 -0.47 0.178 45.00 -20.89 -5.19 0.00 -531.83 0.00 531.83 3,593.50 1,796.75 6,222.72 3,115.99 2.45 -0.53 0.176 48.00 -20.36 -5.14 0.00 -516.25 0.00 516.25 3,557.54 1,778.77 6,072.96 3,040.99 2.79 -0.57 0.175 50.00 -19.67 -5.08 0.00 -505.97 0.00 505.97 3,533.34 1,766.67 5,973.71 2,991.29 3.04 -0.60 0.175 53.25 -18.56 -5.02 0.00 -489.46 0.00 489.46 3,539.87 1,769.94 6,000.37 3,004.65 3.46 -0.64 0.168 55.00 -18.25 -4.95 0.00 -480.68 0.00 480.68 3,518.58 1,759.29 5,913.81 2,961.30 3.70 -0.67 0.168 60.00 -17.40 -4.83 0.00 -455.96 0.00 455.96 3,456.98 1,728.49 5,668.56 2,838.49 4.44 -0.73 0.166 65.00 -16.57 -4.72 0.00 -431.79 0.00 431.79 3,394.21 1,697.11 5,426.50 2,717.28 5.24 -0.80 0.164 70.00 -15.75 -4.61 0.00 -408.20 0.00 408.20 3,330.28 1,665.14 5,187.79 2,597.75 6.11 -0.86 0.162 75.00 -14.96 -4.49 0.00 -385.16 0.00 385.16 3,265.19 1,632.60 4,952.55 2,479.96 7.05 -0.93 0.160 80.00 -14.19 -4.38 0.00 -362.69 0.00 362.69 3,183.94 1,591.97 4,698.80 2,352.89 8.07 -1.00 0.159 85.00 -13.44 -4.27 0.00 -340.77 0.00 340.77 3,096.41 1,548.21 4,442.70 2,224.65 9.15 -1.07 0.158 90.00 -12.70 -4.16 0.00 -319.42 0.00 319.42 3,008.88 1,504.44 4,193.78 2,100.01 10.32 -1.15 0.156 95.00 -11.99 -4.08 0.00 -298.62 0.00 298.62 2,921.35 1,460.67 3,952.03 1,978.95 11.56 -1.22 0.155 97.25 -11.68 -4.02 0.00 -289.45 0.00 289.45 2,881.96 1,440.98 3,845.58 1,925.65 12.14 -1.26 0.154 100.00 -11.00 -3.97 0.00 -278.39 0.00 278.39 2,833.81 1,416.91 3,717.46 1,861.49 12.88 -1.30 0.153 101.50 -10.63 -3.91 0.00 -272.44 0.00 272.44 2,354.81 1,177.41 3,133.15 1,568.90 13.29 -1.32 0.178 105.00 -10.22 -3.82 0.00 -258.76 0.00 258.76 2,317.54 1,158.77 3,017.05 1,510.77 14.28 -1.38 0.176 110.00 -9.66 -3.72 0.00 -239.65 0.00 239.65 2,263.31 1,131.65 2,853.68 1,428.96 15.77 -1.47 0.172 115.00 -9.12 -3.61 0.00 -221.08 0.00 221.08 2,193.34 1,096.67 2,675.55 1,339.76 17.35 -1.56 0.169 120.00 -8.59 -3.51 0.00 -203.02 0.00 203.02 2,120.40 1,060.20 2,499.66 1,251.69 19.03 -1.65 0.166 125.00 -8.08 -3.41 0.00 -185.47 0.00 185.47 2,047.45 1,023.73 2,329.74 1,166.60 20.81 -1.74 0.163 130.00 -7.59 -3.31 0.00 -168.42 0.00 168.42 1,974.51 987.25 2,165.81 1,084.51 22.68 -1.83 0.159 135.00 -7.11 -3.21 0.00 -151.88 0.00 151.88 1,901.56 950.78 2,007.85 1,005.42 24.65 -1.93 0.155 140.00 -6.66 -3.12 0.00 -135.81 0.00 135.81 1,828.62 914.31 1,855.88 929.32 26.72 -2.02 0.150 145.00 -6.21 -3.04 0.00 -120.22 0.00 120.22 1,755.68 877.84 1,709.89 856.21 28.89 -2.12 0.144 147.75 -5.98 -2.99 0.00 -111.86 0.00 111.86 1,715.56 857.78 1,632.14 817.28 30.12 -2.17 0.140 150.00 -5.68 -2.96 0.00 -105.12 0.00 105.12 1,682.73 841.37 1,569.87 786.10 31.16 -2.22 0.137 150.75 -5.58 -2.92 0.00 -102.90 0.00 102.90 958.80 479.40 913.31 457.33 31.51 -2.23 0.231 155.00 -5.36 -2.84 0.00 -90.50 0.00 90.50 935.15 467.58 858.20 429.74 33.53 -2.31 0.216 160.00 -5.11 -2.77 0.00 -76.28 0.00 76.28 906.25 453.12 794.52 397.85 36.02 -2.45 0.197 165.00 -4.86 -2.69 0.00 -62.44 0.00 62.44 876.18 438.09 732.25 366.67 38.66 -2.59 0.176 170.00 -4.63 -2.62 0.00 -48.99 0.00 48.99 844.96 422.48 671.52 336.26 41.44 -2.71 0.151 175.00 -4.41 -2.54 0.00 -35.91 0.00 35.91 812.57 406.29 612.47 306.69 44.34 -2.82 0.123 180.00 -4.20 -2.47 0.00 -23.20 0.00 23.20 769.15 384.57 548.21 274.51 47.34 -2.91 0.090 185.00 -4.00 -2.41 0.00 -10.84 0.00 10.84 725.38 362.69 487.29 244.00 50.43 -2.97 0.050 188.00 0.00 -2.20 0.00 -3.61 0.00 3.61 699.12 349.56 452.45 226.56 52.30 -2.99 0.016 Page: 7 Site Number: 415419 Code: ANSI/TIA-222-G Q007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:25 PM Customer: VERIZON WIRELESS Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S S): 0.05 Spectral Response Acceleration at 1.0 Second Period (S 0.03 Long-Period Transition Period (T J 12 Importance Factor (1 E): 1.00 Site Coefficient F a: 1.60 Site Coeffiecient F v: 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S dd: 0.05 Design Spectral Response Acceleration at 1.0 Second Period (S dl): 0.05 Seismic Response Coefficient (C s 0.03 Upper Limit C s 0.03 Lower Limit C s 0.03 Period based on Rayleigh Method (sec): 3.06 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 2.00 Total Unfactored Dead Load: 29.71 k Seismic Base Shear (E): 1.16 k Load Case (1.2 + 0.2Sds) DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (lb) (lb-ft) C VX (lb) (lb) 44 186.50 116 4,032 0.012 14 140 43 182.50 201 6,702 0.020 23 243 42 177.50 211 6,656 0.020 23 256 41 172.50 221 6,584 0.020 23 268 40 167.50 231 6,489 0.020 23 280 39 162.50 241 6,372 0.019 22 292 38 157.50 251 6,235 0.019 22 304 37 152.88 222 5,177 0.016 18 268 36 150.38 97 2,204 0.007 8 118 35 148.88 296 6,560 0.020 23 358 34 146.38 235 5,038 0.015 18 284 33 142.50 441 8,945 0.027 31 533 32 137.50 457 8,644 0.026 30 553 31 132.50 474 8,320 0.025 29 573 30 127.50 491 7,976 0.024 28 594 29 122.50 507 7,613 0.023 27 614 28 117.50 524 7,235 0.022 25 634 27 112.50 541 6,844 0.021 24 654 26 107.50 557 6,442 0.019 23 674 25 103.25 400 4,266 0.013 15 484 24 10015 368 3,733 0.011 13 445 23 98.63 683 6,642 0.020 23 826 22 96.13 313 2,888 0.009 10 378 Page: 8 Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:25 PM Customer: VERIZON WIRELESS 21 92.50 709 6,067 0.018 21 858 20 87.50 729 5,583 0.017 20 882 19 82.50 749 5,099 0.015 18 906 18 77.50 769 4,620 0.014 16 931 17 72.50 789 4,149 0.013 15 955 16 67.50 809 3,688 0.011 13 979 15 62.50 829 3,240 0.010 11 1,003 14 57.50 849 2,808 0.008 10 1,028 13 54.13 302 885 0.003 3 365 12 51.63 1,105 2,946 0.009 10 1,337 11 49.00 689 1,654 0.005 6 833 10 46.50 527 1,140 0.003 4 638 9 42.50 894 1,615 0.005 6 1,082 8 37.50 914 1,286 0.004 5 1,106 7 32.50 934 987 0.003 3 1,131 6 27.50 955 722 0.002 3 1,155 5 22.50 975 493 0.001 2 1,179 4 17.50 995 305 0.001 1 1,203 3 12.50 1,015 159 0.000 1 1,228 2 7.50 1,035 58 0.000 0 1,252 1 2.50 1,055 7 0.000 0 1,276 CSS DBC-750 (7 Ibs) 188.00 42 1,484 0.004 5 51 ADC DD1900 188.00 73 2,566 0.008 9 88 Ericsson Radio 2212 188.00 238 8,419 0.025 30 288 Ericsson RRUS 2212 B 188.00 265 9,352 0.028 33 320 Raycap RxxDC-3315-PF 188.00 43 1,513 0.005 5 52 JMA Wireless X7CQAP- 188.00 658 23,242 0.070 81 796 VZW Unused Reserve: 188.00 682 24,112 0.073 85 825 Round Platform w/ Ha 188.00 2,000 70,688 0.214 248 2,420 29,708 330,484 1.000 1,159 35,941 Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W, Force Force Segment (ft) (lb) (lb-ft) C vx (lb) (lb) 44 186.50 116 4,032 0.012 14 103 43 182.50 201 6,702 0.020 23 179 42 177.50 211 6,656 0.020 23 188 41 172.50 221 6,584 0.020 23 197 40 167.50 231 6,489 0.020 23 206 39 162.50 241 6,372 0.019 22 215 38 157.50 251 6,235 0.019 22 224 37 152.88 222 5,177 0.016 18 197 36 150.38 97 2,204 0.007 8 87 35 148.88 296 6,560 0.020 23 263 34 146.38 235 5,038 0.015 18 209 33 142.50 441 8,945 0.027 31 392 32 137.50 457 8,644 0.026 30 407 31 132.50 474 8,320 0.025 29 422 30 127.50 491 7,976 0.024 28 437 29 122.50 507 7,613 0.023 27 452 28 117.50 524 7,235 0.022 25 466 27 112.50 541 6,844 0.021 24 481 26 107.50 557 6,442 0.019 23 496 25 103.25 400 4,266 0.013 15 356 24 100.75 368 3,733 0.011 13 327 23 98.63 683 6,642 0.020 23 608 22 96.13 313 2,888 0.009 10 278 21 92.50 709 6,067 0.018 21 631 20 87.50 729 5,583 0.017 20 649 Page: 9 Site Number: 415419 Code: ANSIMA-222-G (2007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:25 PM Customer: VERIZON WIRELESS 19 82.50 749 5,099 0.015 18 667 18 77.50 769 4,620 0.014 16 685 17 72.50 789 4,149 0.013 15 703 16 67.50 809 3,688 0.011 13 720 15 62.50 829 3,240 0.010 11 738 14 57.50 849 2,808 0.008 10 756 13 54.13 302 885 0.003 3 269 12 51.63 1,105 2,946 0.009 10 984 11 49.00 689 1,654 0.005 6 613 10 46.50 527 1,140 0.003 4 469 9 42.50 894 1,615 0.005 6 796 8 37.50 914 1,286 0.004 5 814 7 32.50 934 987 0.003 3 832 6 27.50 955 722 0.002 3 850 5 22.50 975 493 0.001 2 868 4 17.50 995 305 0.001 1 885 3 12.50 1,015 159 0.000 1 903 2 7.50 1,035 58 0.000 0 921 1 2.50 1,055 7 0.000 0 939 CSS DBC-750 (7 Ibs) 188.00 42 1,484 0.004 5 37 ADC DD1900 188.00 73 2,566 0.008 9 65 Ericsson Radio 2212 188.00 238 8,419 0.025 30 212 Ericsson RRUS 2212 B 188.00 265 9,352 0.028 33 236 Raycap RxxDC-3315-PF 188.00 43 1,513 0.005 5 38 JMA Wireless X7CQAP- 188.00 658 23,242 0.070 81 585 VZW Unused Reserve: 188.00 682 24,112 0.073 85 607 Round Platform w/ Ha 188.00 2,000 70,688 0.214 248 1,780 29,708 330,484 1.000 1,159 26,445 i Page: 10 Site Number: 415419 Code: ANSI/TIA-222-G C2007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -34.66 -1.16 0.00 -183.46 0.00 183.46 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.051 5.00 -33.41 -1.17 0.00 -177.65 0.00 177.65 4,033.02 2,016.51 8,306.38 4,159.37 0.01 -0.01 0.051 10.00 -32.18 -1.18 0.00 -171.81 0.00 171.81 3,982.14 1,991.07 8,038.36 4,025.16 0.03 -0.03 0.051 15.00 -30.98 -1.18 0.00 -165.93 0.00 165.93 3,930.10 1,965.05 7,772.22 3,891.89 0.06 -0.04 0.051 20.00 -29.80 -1.19 0.00 -160.03 0.00 160.03 3,876.91 1,938.45 7,508.09 3,759.63 0.11 -0.05 0.050 25.00 -28.65 -1.19 0.00 -154.10 0.00 154.10 3,822.55 1,911.27 7,246.12 3,628.45 0.17 -0.07 0.050 30.00 -27.52 -1.19 0.00 -148.15 0.00 148.15 3,767.03 1,883.51 6,986.46 3,498.42 0.25 -0.08 0.050 35.00 -26.41 -1.19 0.00 -142.19 0.00 142.19 3,710.35 1,855.17 6,729.25 3,369.62 0.35 -0.10 0.049 40.00 -25.33 -1.19 0.00 -136.23 0.00 136.23 3,652.50 1,826.25 6,474.62 3,242.12 0.46 -0.11 0.049 45.00 -24.69 -1.19 0.00 -130.28 0.00 130.28 3,593.50 1,796.75 6,222.72 3,115.99 0.58 -0.13 0.049 48.00 -23.86 -1.19 0.00 -126.70 0.00 126.70 3,557.54 1,778.77 6,072.96 3,040.99 0.66 -0.14 0.048 50.00 -22.52 -1.18 0.00 -124.33 0.00 124.33 3,533.34 1,766.67 5,973.71 2,991.29 0.72 -0.14 0.048 53.25 -22.15 -1.18 0.00 -120.51 0.00 120.51 3,539.87 1,769.94 6,000.37 3,004.65 0.83 -0.15 0.046 55.00 -21.12 -1.17 0.00 -118.45 0.00 118.45 3,518.58 1,759.29 5,913.81 2,961.30 0.88 -0.16 0.046 60.00 -20.12 -1.16 0.00 -112.61 0.00 112.61 3,456.98 1,728.49 5,668.56 2,838.49 1.06 -0.18 0.045 65.00 -19.14 -1.15 0.00 -106.82 0.00 106.82 3,394.21 1,697.11 5,426.50 2,717.28 1.25 -0.19 0.045 70.00 -18.19 -1.14 0.00 -101.08 0.00 101.08 3,330.28 1,665.14 5,187.79 2,597.75 1.47 -0.21 0.044 75.00 -17.26 -1.12 0.00 -95.40 0.00 95.40 3,265.19 1,632.60 4,952.55 2,479.96 1.69 -0.23 0.044 80.00 -16.35 -1.10 0.00 -89.79 0.00 89.79 3,183.94 1,591.97 4,698.80 2,352.89 1.94 -0.24 0.043 85.00 -15.47 -1.09 0.00 -84.27 0.00 84.27 3,096.41 1,548.21 4,442.70 2,224.65 2.21 -0.26 0.043 90.00 -14.61 -1.07 0.00 -78.84 0.00 78.84 3,008.88 1,504.44 4,193.78 2,100.01 2.49 -0.28 0.042 95.00 -14.23 -1.06 0.00 -73.52 0.00 73.52 2,921.35 1,460.67 3,952.03 1,978.95 2.79 -0.30 0.042 97.25 -13.40 -1.03 0.00 -71.14 0.00 71.14 2,881.96 1,440.98 3,845.58 1,925.65 2.93 -0.31 0.042 100.00 -12.96 -1.02 0.00 -68.31 0.00 68.31 2,833.81 1,416.91 3,717.46 1,861.49 3.11 -0.32 0.041 101.50 -12.47 -1.00 0.00 -66.78 0.00 66.78 2,354.81 1,177.41 3,133.15 1,568.90 3.21 -0.32 0.048 105.00 -11.80 -0.98 0.00 -63.27 0.00 63.27 2,317.54 1,158.77 3,017.05 1,510.77 3.46 -0.34 0.047 110.00 -11.15 -0.96 0.00 -58.38 0.00 58.38 2,263.31 1,131.65 2,853.68 1,428.96 3.82 -0.36 0.046 115.00 -10.51 -0.93 0.00 -53.60 0.00 53.60 2,193.34 1,096.67 2,675.55 1,339.76 4.21 -0.38 0.045 120.00 -9.90 -0.90 0.00 -48.95 0.00 48.95 2,120.40 1,060.20 2,499.66 1,251.69 4.61 -0.40 0.044 125.00 -9.30 -0.87 0.00 -44.44 0.00 44.44 2,047.45 1,023.73 2,329.74 1,166.60 5.05 -0.42 0.043 130.00 -8.73 -0.84 0.00 -40.07 0.00 40.07 1,974.51 987.25 2,165.81 1,084.51 5.50 -0.45 0.041 135.00 -8.18 -0.81 0.00 -35.85 0.00 35.85 1,901.56 950.78 2,007.85 1,005.42 5.98 -0.47 0.040 140.00 -7.64 -0.78 0.00 -31.78 0.00 31.78 1,828.62 914.31 1,855.88 929.32 6.48 -0.49 0.038 145.00 -7.36 -0.76 0.00 -27.89 0.00 27.89 1,755.68 877.84 1,709.89 856.21 7.01 -0.51 0.037 147.75 -7.00 -0.74 0.00 -25.79 0.00 25.79 1,715.56 857.78 1,632.14 817.28 7.31 -0.53 0.036 150.00 -6.88 -0.73 0.00 -24.13 0.00 24.13 1,682.73 841.37 1,569.87 786.10 7.56 -0.54 0.035 150.75 -6.62 -0.71 0.00 -23.59 0.00 23.59 958.80 479.40 913.31 457.33 7.64 -0.54 0.058 155.00 -6.31 -0.69 0.00 -20.57 0.00 20.57 935.15 467.58 858.20 429.74 8.13 -0.56 0.055 160.00 -6.02 -0.67 0.00 -17.13 0.00 17.13 906.25 453.12 794.52 397.85 8.73 -0.59 0.050 165.00 -5.74 -0.64 0.00 -13.80 0.00 13.80 876.18 438.09 732.25 366.67 9.37 -0.62 0.044 170.00 -5.47 -0.62 0.00 -10.59 0.00 10.59 844.96 422.48 671.52 336.26 10.03 -0.65 0.038 175.00 -5.22 -0.60 0.00 -7.49 0.00 7.49 812.57 406.29 612.47 306.69 10.72 -0.67 0.031 180.00 -4.97 -0.57 0.00 -4.51 0.00 4.51 769.15 384.57 548.21 274.51 11.43 -0.69 0.023 185.00 -4.83 -0.55 0.00 -1.66 0.00 1.66 725.38 362.69 487.29 244.00 12.16 -0.70 0.013 188.00 0.00 -0.50 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 12.60 -0.70 0.000 Page: 11 Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -25.51 -1.16 0.00 -180.41 0.00 180.41 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.048 5.00 -24.58 -1.17 0.00 -174.60 0.00 174.60 4,033.02 2,016.51 8,306.38 4,159.37 0.01 -0.01 0.048 10.00 -23.68 -1.17 0.00 -168.77 0.00 168.77 3,982.14 1,991.07 8,038.36 4,025.16 0.03 -0.03 0.048 15.00 -22.80 -1.17 0.00 -162.92 0.00 162.92 3,930.10 1,965.05 7,772.22 3,891.89 0.06 -0.04 0.048 20.00 -21.93 -1.18 0.00 -157.05 0.00 157.05 3,876.91 1,938.45 7,508.09 3,759.63 0.11 -0.05 0.047 25.00 -21.08 -1.18 0.00 -151.16 0.00 151.16 3,822.55 1,911.27 7,246.12 3,628.45 0.17 -0.07 0.047 30.00 -20.25 -1.18 0.00 -145.27 0.00 145.27 3,767.03 1,883.51 6,986.46 3,498.42 0.25 -0.08 0.047 35.00 -19.43 -1.18 0.00 -139.37 0.00 139.37 3,710.35 1,855.17 6,729.25 3,369.62 0.34 -0.10 0.047 40.00 -18.63 -1.18 0.00 -133.48 0.00 133.48 3,652.50 1,826.25 6,474.62 3,242.12 0.45 -0.11 0.046 45.00 -18.17 -1.18 0.00 -127.60 0.00 127.60 3,593.50 1,796.75 6,222.72 3,115.99 0.57 -0.13 0.046 48.00 -17.55 -1.17 0.00 -124.07 0.00 124.07 3,557.54 1,778.77 6,072.96 3,040.99 0.65 -0.13 0.046 50.00 -16.57 -1.16 0.00 -121.73 0.00 121.73 3,533.34 1,766.67 5,973.71 2,991.29 0.71 -0.14 0.045 53.25 -16.30 -1.16 0.00 -117.96 0.00 117.96 3,539.87 1,769.94 6,000.37 3,004.65 0.81 -0.15 0.044 55.00 -15.54 -1.15 0.00 -115.93 0.00 115.93 3,518.58 1,759.29 5,913.81 2,961.30 0.87 -0.16 0.044 60.00 -14.80 -1.14 0.00 -110.18 0.00 110.18 3,456.98 1,728.49 5,668.56 2,838.49 1.04 -0.17 0.043 65.00 -14.08 -1.13 0.00 -104.47 0.00 104.47 3,394.21 1,697.11 5,426.50 2,717.28 1.23 -0.19 0.043 70.00 -13.38 -1.12 0.00 -98.83 0.00 98.83 3,330.28 1,665.14 5,187.79 2,597.75 1.44 -0.21 0.042 75.00 -12.70 -1.10 0.00 -93.24 0.00 93.24 3,265.19 1,632.60 4,952.55 2,479.96 1.66 -0.22 0.041 80.00 -12.03 -1.08 0.00 -87.74 0.00 87.74 3,183.94 1,591.97 4,698.80 2,352.89 1.90 -0.24 0.041 85.00 -11.38 -1.07 0.00 -82.32 0.00 82.32 3,096.41 1,548.21 4,442.70 2,224.65 2.16 -0.26 0.041 90.00 -10.75 -1.04 0.00 -76.99 0.00 76.99 3,008.88 1,504.44 4,193.78 2,100.01 2.44 -0.27 0.040 95.00 -10.47 -1.04 0.00 -71.77 0.00 71.77 2,921.35 1,460.67 3,952.03 1,978.95 2.74 -0.29 0.040 97.25 -9.86 -1.01 0.00 -69.44 0.00 69.44 2,881.96 1,440.98 3,845.58 1,925.65 2.88 -0.30 0.039 100.00 -9.53 -1.00 0.00 -66.66 0.00 66.66 2,833.81 1,416.91 3,717.46 1,861.49 3.05 -0.31 0.039 101.50 -9.18 -0.98 0.00 -65.16 0.00 65.16 2,354.81 1,177.41 3,133.15 1,568.90 3.15 -0.32 0.045 105.00 -8.68 -0.96 0.00 -61.73 0.00 61.73 2,317.54 1,158.77 3,017.05 1,510.77 3.39 -0.33 0.045 110.00 -8.20 -0.94 0.00 -56.93 0.00 56.93 2,263.31 1,131.65 2,853.68 1,428.96 3.74 -0.35 0.043 115.00 -7.73 -0.91 0.00 -52.26 0.00 52.26 2,193.34 1,096.67 2,675.55 1,339.76 4.12 -0.37 0.043 120.00 -7.28 -0.88 0.00 -47.71 0.00 47.71 2,120.40 1,060.20 2,499.66 1,251.69 4.52 -0.39 0.042 125.00 -6.84 -0.85 0.00 -43.29 0.00 43.29 2,047.45 1,023.73 2,329.74 1,166.60 4.94 -0.41 0.040 130.00 -6.42 -0.82 0.00 -39.02 0.00 39.02 1,974.51 987.25 2,165.81 1,084.51 5.39 -0.44 0.039 135.00 -6.02 -0.79 0.00 -34.90 0.00 34.90 1,901.56 950.78 2,007.85 1,005.42 5.86 -0.46 0.038 140.00 -5.62 -0.76 0.00 -30.93 0.00 30.93 1,828.62 914.31 1,855.88 929.32 6.35 -0.48 0.036 145.00 -5.41 -0.74 0.00 -27.13 0.00 27.13 1,755.68 877.84 1,709.89 856.21 6.86 -0.50 0.035 147.75 -5.15 -0.72 0.00 -25.08 0.00 25.08 1,715.56 857.78 1,632.14 817.28 7.16 -0.51 0.034 150.00 -5.06 -0.71 0.00 -23.46 0.00 23.46 1,682.73 841.37 1,569.87 786.10 7.40 -0.52 0.033 150.75 -4.87 -0.69 0.00 -22.93 0.00 22.93 958.80 479.40 913.31 457.33 7.48 -0.53 0.055 155.00 -4.64 -0.67 0.00 -19.99 0.00 19.99 935.15 467.58 858.20 429.74 7.96 -0.54 0.051 160.00 -4.43 -0.65 0.00 -16.64 0.00 16.64 906.25 453.12 794.52 397.85 8.55 -0.58 0.047 165.00 -4.22 -0.63 0.00 -13.40 0.00 13.40 876.18 438.09 732.25 366.67 9.17 -0.60 0.041 170.00 -4.02 -0.60 0.00 -10.28 0.00 10.28 844.96 422.48 671.52 336.26 9.81 -0.63 0.035 175.00 -3.84 -0.58 0.00 -7.27 0.00 7.27 812.57 406.29 612.47 306.69 10.49 -0.65 0.028 180.00 -3.66 -0.55 0.00 -4.38 0.00 4.38 769.15 384.57 548.21 274.51 11.18 -0.67 0.021 185.00 -3.55 -0.54 0.00 -1.61 0.00 1.61 725.38 362.69 487.29 244.00 11.89 -0.68 0.012 188.00 0.00 -0.50 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 12.32 -0.68 0.000 Page: 12 Site Number: 415419 Code: ANSI/TIA-222-G 02007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration for Short Period (S s 0.05 Spectral Response Acceleration at 1.0 Second Period (S i 0.03 Importance Factor (I E): 1.00 Site Coefficient F a : 1.60 Site Coefficient F v 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S dd: 0.05 Desing Spectral Response Acceleration at 1.0 Second Period (S di 0.05 Period Based on Rayleigh Method (sec): 3.06 Redundancy Factor (p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 44 186.50 116 1.860 1.825 1.084 0.090 9 140 43 182.50 201 1.781 1.454 0.945 0.078 14 243 42 177.50 211 1.685 1.065 0.791 0.064 12 256 41 172.50 221 1.591 0.751 0.658 0.051 10 268 40 167.50 231 1.500 0.502 0.543 0.040 8 280 39 162.50 241 1.412 0.307 0.444 0.030 6 292 38 157.50 251 1.326 0.159 0.360 0.021 5 304 37 152.88 222 1.250 0.057 0.293 0.014 3 268 36 150.38 97 1.209 0.014 0.262 0.011 1 118 35 148.88 296 1.185 -0.009 0.244 0.009 2 358 34 146.38 235 1.146 -0.040 0.216 0.006 1 284 33 142.50 441 1.086 -0.078 0.178 0.002 1 533 32 137.50 457 1.011 -0.107 0.137 -0.001 0 553 31 132.50 474 0.939 -0.120 0.103 -0.003 -1 573 30 127.50 491 0.869 -0.121 0.076 -0.004 -2 594 29 122.50 507 0.802 -0.112 0.055 -0.005 -2 614 28 117.50 524 0.738 -0.098 0.038 -0.004 -2 634 27 112.50 541 0.677 -0.080 0.026 -0.002 -1 654 26 107.50 557 0.618 -0.059 0.017 0.000 0 674 25 103.25 400 0.570 -0.042 0.012 0.002 1 484 24 100.75 368 0.543 -0.032 0.009 0.003 1 445 23 98.63 683 0.520 -0.024 0.008 0.004 2 826 22 96.13 313 0.494 -0.014 0.007 0.005 1 378 21 92.50 709 0.458 -0.001 0.006 0.007 4 858 20 87.50 729 0.409 0.015 0.006 0.008 5 882 19 82.50 749 0.364 0.029 0.008 0.010 6 906 18 77.50 769 0.321 0.040 0.011 0.011 7 931 17 72.50 789 0.281 0.049 0.014 0.011 8 955 16 67.50 809 0.244 0.056 0.018 0.012 8 979 15 62.50 829 0.209 0.062 0.022 0.012 8 1,003 14 57.50 849 0.177 0.065 0.026 0.012 9 1,028 13 54.13 302 0.157 0.067 0.029 0.011 3 365 12 51.63 1,105 0.143 0.068 0.031 0.011 11 1,337 11 49.00 689 0.128 0.069 0.033 0.011 7 833 Page: 13 Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS i 10 46.50 527 0.116 0.070 0.035 0.011 5 638 9 42.50 894 0.097 0.071 0.038 0.011 8 1,082 8 37.50 914 0.075 0.072 0.040 0.011 8 1,106 7 32.50 934 0.056 0.071 0.042 0.010 8 1,131 6 27.50 955 0.040 0.070 0.042 0.010 8 1,155 5 22.50 975 0.027 0.067 0.040 0.009 8 1,179 4 17.50 995 0.016 0.062 0.036 0.009 7 1,203 3 12.50 1,015 0.008 0.052 0.030 0.007 6 1,228 2 7.50 1,035 0.003 0.037 0.021 0.005 5 1,252 1 2.50 1,055 0.000 0.015 0.008 0.002 2 1,276 CSS DBC-750 (7 Ibs) 188.00 42 1.890 1.980 1.140 0.095 3 51 ADC DD1900 188.00 73 1.890 1.980 1.140 0.095 6 88 Ericsson Radio 2212 188.00 238 1.890 1.980 1.140 0.095 20 288 Ericsson RRUS 2212 B 188.00 265 1.890 1.980 1.140 0.095 22 320 Raycap RxxDC-3315-PF 188.00 43 1.890 1.980 1.140 0.095 4 52 JMA Wireless X7CQAP- 188.00 658 1.890 1.980 1.140 0.095 54 796 VZW Unused Reserve: 188.00 682 1.890 1.980 1.140 0.095 56 825 Round Platform w/ Ha 188.00 2,000 1.890 1.980 1.140 0.095 165 2,420 29,708 43.263 22.148 16.161 1.373 541 35,941 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 44 186.50 116 1.860 1.825 1.084 0.090 9 103 43 182.50 201 1.781 1.454 0.945 0.078 14 179 42 177.50 211 1.685 1.065 0.791 0.064 12 188 41 172.50 221 1.591 0.751 0.658 0.051 10 197 40 167.50 231 1.500 0.502 0.543 0.040 8 206 39 162.50 241 1.412 0.307 0.444 0.030 6 215 38 157.50 251 1.326 0.159 0.360 0.021 5 224 37 152.88 222 1.250 0.057 0.293 0.014 3 197 36 150.38 97 1.209 0.014 0.262 0.011 1 87 35 148.88 296 1.185 -0.009 0.244 0.009 2 263 34 146.38 235 1.146 -0.040 0.216 0.006 1 209 33 142.50 441 1.086 -0.078 0.178 0.002 1 392 32 137.50 457 1.011 -0.107 0.137 -0.001 0 407 31 132.50 474 0.939 -0.120 0.103 -0.003 -1 422 30 127.50 491 0.869 -0.121 0.076 -0.004 -2 437 29 122.50 507 0.802 -0.112 0.055 -0.005 -2 452 28 117.50 524 0.738 -0.098 0.038 -0.004 -2 466 27 112.50 541 0.677 -0.080 0.026 -0.002 -1 481 26 107.50 557 0.618 -0.059 0.017 0.000 0 496 25 103.25 400 0.570 -0.042 0.012 0.002 1 356 24 100.75 368 0.543 -0.032 0.009 0.003 1 327 23 98.63 683 0.520 -0.024 0.008 0.004 2 608 22 96.13 313 0.494 -0.014 0.007 0.005 1 278 21 92.50 709 0.458 -0.001 0.006 0.007 4 631 20 87.50 729 0.409 0.015 0.006 0.008 5 649 19 82.50 749 0.364 0.029 0.008 0.010 6 667 18 77.50 769 0.321 0.040 0.011 0.011 7 685 17 72.50 789 0.281 0.049 0.014 0.011 8 703 16 67.50 809 0.244 0.056 0.018 0.012 8 720 15 62.50 829 0.209 0.062 0.022 0.012 8 738 14 57.50 849 0.177 0.065 0.026 0.012 9 756 13 54.13 302 0.157 0.067 0.029 0.011 3 269 12 51.63 1,105 0.143 0.068 0.031 0.011 11 984 11 49.00 689 0.128 0.069 0.033 0.011 7 613 10 46.50 527 0.116 0.070 0.035 0.011 5 469 Page: 14 Site Number: 415419 Code: ANSIMA-222-G 0007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS 9 42.50 894 0.097 0.071 0.038 0.011 8 796 8 37.50 914 0.075 0.072 0.040 0.011 8 814 7 32.50 934 0.056 0.071 0.042 0.010 8 832 6 27.50 955 0.040 0.070 0.042 0.010 8 850 5 22.50 975 0.027 0.067 0.040 0.009 8 868 4 17.50 995 0.016 0.062 0.036 0.009 7 885 3 12.50 1,015 0.008 0.052 0.030 0.007 6 903 2 7.50 1,035 0.003 0.037 0.021 0.005 5 921 1 2.50 1,055 0.000 0.015 0.008 0.002 2 939 CSS DBC-750 (7 Ibs) 188.00 42 1.890 1.980 1.140 0.095 3 37 ADC DD1900 188.00 73 1.890 1.980 1.140 0.095 6 65 Ericsson Radio 2212 188.00 238 1.890 1.980 1.140 0.095 20 212 Ericsson RRUS 2212 B 188.00 265 1.890 1.980 1.140 0.095 22 236 Raycap RxxDC-3315-PF 188.00 43 1.890 1.980 1.140 0.095 4 38 JMA Wireless X7CQAP- 188.00 658 1.890 1.980 1.140 0.095 54 585 VZW Unused Reserve: 188.00 682 1.890 1.980 1.140 0.095 56 607 Round Platform w/ Ha 188.00 2,000 1.890 1.980 1.140 0.095 165 1,780 29,708 43.263 22.148 16.161 1.373 541 26,445 Page: 15 Site Number: 415419 Code: ANSI/TIA-222-G X007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) " DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -34.66 -0.54 0.00 -85.62 0.00 85.62 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.028 5.00 -33.41 -0.54 0.00 -82.92 0.00 82.92 4,033.02 2,016.51 8,306.38 4,159.37 0.00 -0.01 0.028 10.00 -32.18 -0.54 0.00 -80.23 0.00 80.23 3,982.14 1,991.07 8,038.36 4,025.16 0.01 -0.01 0.028 15.00 -30.98 -0.53 0.00 -77.55 0.00 77.55 3,930.10 1,965.05 7,772.22 3,891.89 0.03 -0.02 0.028 20.00 -29.80 -0.53 0.00 -74.90 0.00 74.90 3,876.91 1,938.45 7,508.09 3,759.63 0.05 -0.02 0.028 25.00 -28.65 -0.52 0.00 -72.27 0.00 72.27 3,822.55 1,911.27 7,246.12 3,628.45 0.08 -0.03 0.027 30.00 -27.52 -0.52 0.00 -69.66 0.00 69.66 3,767.03 1,883.51 6,986.46 3,498.42 0.12 -0.04 0.027 35.00 -26.41 -0.51 0.00 -67.08 0.00 67.08 3,710.35 1,855.17 6,729.25 3,369.62 0.16 -0.05 0.027 40.00 -25.33 -0.50 0.00 -64.54 0.00 64.54 3,652.50 1,826.25 6,474.62 3,242.12 0.21 -0.05 0.027 45.00 -24.69 -0.50 0.00 -62.02 0.00 62.02 3,593.50 1,796.75 6,222.72 3,115.99 0.27 -0.06 0.027 48.00 -23.86 -0.49 0.00 -60.52 0.00 60.52 3,557.54 1,778.77 6,072.96 3,040.99 0.31 -0.06 0.027 50.00 -22.52 -0.48 0.00 -59.53 0.00 59.53 3,533.34 1,766.67 5,973.71 2,991.29 0.34 -0.07 0.026 53.25 -22.15 -0.48 0.00 -57.96 0.00 57.96 3,539.87 1,769.94 6,000.37 3,004.65 0.39 -0.07 0.026 55.00 -21.13 -0.47 0.00 -57.11 0.00 57.11 3,518.58 1,759.29 5,913.81 2,961.30 0.41 -0.08 0.025 60.00 -20.12 -0.47 0.00 -54.74 0.00 54.74 3,456.98 1,728.49 5,668.56 2,838.49 0.50 -0.08 0.025 65.00 -19.14 -0.46 0.00 -52.41 0.00 52.41 3,394.21 1,697.11 5,426.50 2,717.28 0.59 -0.09 0.025 70.00 -18.19 -0.45 0.00 -50.11 0.00 50.11 3,330.28 1,665.14 5,187.79 2,597.75 0.69 -0.10 0.025 75.00 -17.26 -0.45 0.00 -47.84 0.00 47.84 3,265.19 1,632.60 4,952.55 2,479.96 0.80 -0.11 0.025 80.00 -16.35 -0.44 0.00 -45.61 0.00 45.61 3,183.94 1,591.97 4,698.80 2,352.89 0.92 -0.12 0.025 85.00 -15.47 -0.44 0.00 -43.40 0.00 43.40 3,096.41 1,548.21 4,442.70 2,224.65 1.04 -0.13 0.025 90.00 -14.61 -0.43 0.00 -41.21 0.00 41.21 3,008.88 1,504.44 4,193.78 2,100.01 1.18 -0.14 0.024 95.00 -14.23 -0.43 0.00 -39.05 0.00 39.05 2,921.35 1,460.67 3,952.03 1,978.95 1.33 -0.14 0.025 97.25 -13.41 -0.43 0.00 -38.07 0.00 38.07 2,881.96 1,440.98 3,845.58 1,925.65 1.40 -0.15 0.024 100.00 -12.96 -0.43 0.00 -36.89 0.00 36.89 2,833.81 1,416.91 3,717.46 1,861.49 1.48 -0.16 0.024 101.50 -12.48 -0.43 0.00 -36.25 0.00 36.25 2,354.81 1,177.41 3,133.15 1,568.90 1.53 -0.16 0.028 105.00 -11.80 -0.43 0.00 -34.75 0.00 34.75 2,317.54 1,158.77 3,017.05 1,510.77 1.65 -0.17 0.028 110.00 -11.15 -0.43 0.00 -32.62 0.00 32.62 2,263.31 1,131.65 2,853.68 1,428.96 1.83 -0.18 0.028 115.00 -10.52 -0.43 0.00 -30.47 0.00 30.47 2,193.34 1,096.67 2,675.55 1,339.76 2.02 -0.19 0.028 120.00 -9.90 -0.43 0.00 -28.31 0.00 28.31 2,120.40 1,060.20 2,499.66 1,251.69 2.23 -0.20 0.027 125.00 -9.31 -0.44 0.00 -26.15 0.00 26.15 2,047.45 1,023.73 2,329.74 1,166.60 2.45 -0.22 0.027 130.00 -8.73 -0.44 0.00 -23.97 0.00 23.97 1,974.51 987.25 2,165.81 1,084.51 2.68 -0.23 0.027 135.00 -8.18 -0.44 0.00 -21.79 0.00 21.79 1,901.56 950.78 2,007.85 1,005.42 2.93 -0.24 0.026 140.00 -7.65 -0.44 0.00 -19.61 0.00 19.61 1,828.62 914.31 1,855.88 929.32 3.19 -0.26 0.025 145.00 -7.36 -0.43 0.00 -17.43 0.00 17.43 1,755.68 877.84 1,709.89 856.21 3.46 -0.27 0.025 147.75 -7.01 -0.43 0.00 -16.24 0.00 16.24 1,715.56 857.78 1,632.14 817.28 3.62 -0.28 0.024 150.00 -6.89 -0.43 0.00 -15.27 0.00 15.27 1,682.73 841.37 1,569.87 786.10 3.75 -0.28 0.024 150.75 -6.62 -0.43 0.00 -14.95 0.00 14.95 958.80 479.40 913.31 457.33 3.80 -0.29 0.040 155.00 -6.32 -0.42 0.00 -13.14 0.00 13.14 935.15 467.58 858.20 429.74 4.06 -0.30 0.037 160.00 -6.02 -0.42 0.00 -11.02 0.00 11.02 906.25 453.12 794.52 397.85 4.38 -0.32 0.034 165.00 -5.74 -0.41 0.00 -8.94 0.00 8.94 876.18 438.09 732.25 366.67 4.73 -0.34 0.031 170.00 -5.48 -0.40 0.00 -6.89 0.00 6.89 844.96 422.48 671.52 336.26 5.09 -0.36 0.027 175.00 -5.22 -0.39 0.00 -4.89 0.00 4.89 812.57 406.29 612.47 306.69 5.47 -0.37 0.022 180.00 -4.98 -0.37 0.00 -2.96 0.00 2.96 769.15 384.57 548.21 274.51 5.86 -0.38 0.017 185.00 -4.84 -0.36 0.00 -1.09 0.00 1.09 725.38 362.69 487.29 244.00 6.27 -0.39 0.011 188.00 0.00 -0.33 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 6.51 -0.39 0.000 Page: 16 l Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) " DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY FX MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -25.51 -0.54 0.00 -84.10 0.00 84.10 4,082.73 2,041.37 8,576.14 4,294.44 0.00 0.00 0.026 5.00 -24.59 -0.54 0.00 -81.40 0.00 81.40 4,033.02 2,016.51 8,306.38 4,159.37 0.00 -0.01 0.026 10.00 -23.68 -0.53 0.00 -78.71 0.00 78.71 3,982.14 1,991.07 8,038.36 4,025.16 0.01 -0.01 0.026 15.00 -22.80 -0.53 0.00 -76.05 0.00 76.05 3,930.10 1,965.05 7,772.22 3,891.89 0.03 -0.02 0.025 20.00 -21.93 -0.52 0.00 -73.41 0.00 73.41 3,876.91 1,938.45 7,508.09 3,759.63 0.05 -0.02 0.025 25.00 -21.08 -0.52 0.00 -70.80 0.00 70.80 3,822.55 1,911.27 7,246.12 3,628.45 0.08 -0.03 0.025 30.00 -20.25 -0.51 0.00 -68.21 0.00 68.21 3,767.03 1,883.51 6,986.46 3,498.42 0.12 -0.04 0.025 35.00 -19.43 -0.50 0.00 -65.67 0.00 65.67 3,710.35 1,855.17 6,729.25 3,369.62 0.16 -0.04 0.025 40.00 -18.64 -0.50 0.00 -63.15 0.00 63.15 3,652.50 1,826.25 6,474.62 3,242.12 0.21 -0.05 0.025 45.00 -18.17 -0.49 0.00 -60.67 0.00 60.67 3,593.50 1,796.75 6,222.72 3,115.99 0.27 -0.06 0.025 48.00 -17.55 -0.49 0.00 -59.19 0.00 59.19 3,557.54 1,778.77 6,072.96 3,040.99 0.31 -0.06 0.024 50.00 -16.57 -0.48 0.00 -58.21 0.00 58.21 3,533.34 1,766.67 5,973.71 2,991.29 0.33 -0.07 0.024 53.25 -16.30 -0.47 0.00 -56.67 0.00 56.67 3,539.87 1,769.94 6,000.37 3,004.65 0.38 -0.07 0.023 55.00 -15.55 -0.47 0.00 -55.84 0.00 55.84 3,518.58 1,759.29 5,913.81 2,961.30 0.41 -0.07 0.023 60.00 -14.81 -0.46 0.00 -53.51 0.00 53.51 3,456.98 1,728.49 5,668.56 2,838.49 0.49 -0.08 0.023 65.00 -14.09 -0.45 0.00 -51.21 0.00 51.21 3,394.21 1,697.11 5,426.50 2,717.28 0.58 -0.09 0.023 70.00 -13.38 -0.44 0.00 -48.96 0.00 48.96 3,330.28 1,665.14 5,187.79 2,597.75 0.68 -0.10 0.023 75.00 -12.70 -0.44 0.00 -46.74 0.00 46.74 3,265.19 1,632.60 4,952.55 2,479.96 0.78 -0.11 0.023 80.00 -12.03 -0.43 0.00 -44.55 0.00 44.55 3,183.94 1,591.97 4,698.80 2,352.89 0.90 -0.11 0.023 85.00 -11.38 -0.43 0.00 -42.39 0.00 42.39 3,096.41 1,548.21 4,442.70 2,224.65 1.02 -0.12 0.023 90.00 -10.75 -0.42 0.00 -40.25 0.00 40.25 3,008.88 1,504.44 4,193.78 2,100.01 1.16 -0.13 0.023 95.00 -10.47 -0.42 0.00 -38.14 0.00 38.14 2,921.35 1,460.67 3,952.03 1,978.95 1.30 -0.14 0.023 97.25 -9.87 -0.42 0.00 -37.19 0.00 37.19 2,881.96 1,440.98 3,845.58 1,925.65 1.37 -0.15 0.023 100.00 -9.54 -0.42 0.00 -36.03 0.00 36.03 2,833.81 1,416.91 3,717.46 1,861.49 1.45 -0.15 0.023 101.50 -9.18 -0.42 0.00 -35.41 0.00 35.41 2,354.81 1,177.41 3,133.15 1,568.90 1.50 -0.15 0.026 105.00 -8.69 -0.42 0.00 -33.94 0.00 33.94 2,317.54 1,158.77 3,017.05 1,510.77 1.62 -0.16 0.026 110.00 -8.20 -0.42 0.00 -31.85 0.00 31.85 2,263.31 1,131.65 2,853.68 1,428.96 1.79 -0.17 0.026 115.00 -7.74 -0.42 0.00 -29.76 0.00 29.76 2,193.34 1,096.67 2,675.55 1,339.76 1.98 -0.19 0.026 120.00 -7.29 -0.42 0.00 -27.65 0.00 27.65 2,120.40 1,060.20 2,499.66 1,251.69 2.18 -0.20 0.026 125.00 -6.85 -0.43 0.00 -25.54 0.00 25.54 2,047.45 1,023.73 2,329.74 1,166.60 2.40 -0.21 0.025 130.00 -6.43 -0.43 0.00 -23.41 0.00 23.41 1,974.51 987.25 2,165.81 1,084.51 2.62 -0.22 0.025 135.00 -6.02 -0.43 0.00 -21.28 0.00 21.28 1,901.56 950.78 2,007.85 1,005.42 2.87 -0.24 0.024 140.00 -5.63 -0.43 0.00 -19.15 0.00 19.15 1,828.62 914.31 1,855.88 929.32 3.12 -0.25 0.024 145.00 -5.42 -0.42 0.00 -17.02 0.00 17.02 1,755.68 877.84 1,709.89 856.21 3.39 -0.26 0.023 147.75 -5.15 -0.42 0.00 -15.86 0.00 15.86 1,715.56 857.78 1,632.14 817.28 3.54 -0.27 0.022 150.00 -5.07 -0.42 0.00 -14.91 0.00 14.91 1,682.73 841.37 1,569.87 786.10 3.67 -0.28 0.022 150.75 -4.87 -0.42 0.00 -14.59 0.00 14.59 958.80 479.40 913.31 457.33 3.72 -0.28 0.037 155.00 -4.65 -0.41 0.00 -12.82 0.00 12.82 935.15 467.58 858.20 429.74 3.97 -0.29 0.035 160.00 -4.43 -0.41 0.00 -10.75 0.00 10.75 906.25 453.12 794.52 397.85 4.29 -0.31 0.032 165.00 -4.23 -0.40 0.00 -8.72 0.00 8.72 876.18 438.09 732.25 366.67 4.62 -0.33 0.029 170.00 -4.03 -0.39 0.00 -6.72 0.00 6.72 844.96 422.48 671.52 336.26 4.98 -0.35 0.025 175.00 -3.84 -0.38 0.00 -4.77 0.00 4.77 812.57 406.29 612.47 306.69 5.35 -0.36 0.020 180.00 -3.66 -0.36 0.00 -2.88 0.00 2.88 769.15 384.57 548.21 274.51 5.73 -0.37 0.015 185.00 -3.56 -0.35 0.00 -1.06 0.00 1.06 725.38 362.69 487.29 244.00 6.13 -0.38 0.009 188.00 0.00 -0.33 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 6.37 -0.38 0.000 Page: 17 Site Number: 415419 Code: ANSI/TIA-222-G 0007 - 2017 by ATC IP LLC. 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Site Name: Bentley WI, WI Engineering Number: OAA703768_C3_02 5/31/2017 1:33:26 PM Customer: VERIZON WIRELESS Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D + 1.6W 21.73 0.00 35.61 0.00 0.00 2853.77 150.75 0.82 0.91D + 1.6W 21.71 0.00 26.70 0.00 0.00 2808.68 150.75 0.80 1.21D + 1.ODi + 1.OWi 7.67 0.00 53.70 0.00 0.00 1008.09 150.75 0.29 (1.2 + 0.2Sds)' DL + E ELFM 1.16 0.00 34.66 0.00 0.00 183.46 150.75 0.06 (1.2 + 0.2Sds) " DL + E EMAM 0.54 0.00 34.66 0.00 0.00 85.62 150.75 0.04 (0.9 - 0.2Sds) ` DL + E ELFM 1.16 0.00 25.51 0.00 0.00 180.41 150.75 0.06 (0.9 - 0.2Sds) ' DL + E EMAM 0.54 0.00 25.51 0.00 0.00 84.10 150.75 0.04 1.01D + 1.OW 6.03 0.00 29.70 0.00 0.00 786.91 150.75 0.23 I I III Page: 18 Site Number: 415419 Last Updated: 101612016 Site Name: Bentley WI, WI Job Number: OAA703768_C3_02 Engineer: isaac.dodson Date: 5/31/2017 Base Plate and Bolt Analysis Moment: 2853.8 k-ft Shear/Leg: 21.7 k Compression/Leg: 35.6 k TIA-222 Code Revision (F/G): G Anchor Bolts Anchor Bolt Arrangement: Corners Anchor Bolt Yield Strength: 75 ksi Monopole Shaft Diameter (Across Flats): 51.5 in Anchor Bolt Ultimate Strength: 100 ksi Lower Monopole Thickness: 0.375 in Anchor Bolt Diameter: 2.25 in # of Sides of Pole: 18 Anchor Bolt Circle: 57.75 in Monopole Shaft Yield Strength: 65 ksi # of Anchor Bolts: 16 Baseplate Diameter/ Length: 57.50 Minimum Anchor Bolt Separation: 6.00 in Base Plate Thickness: 2.50 in Additional Anchor Bolts Installed: N Base Plate Yield Strength: 60 ksi Baseplate Detail Type: D Include Plate Thickness Beyond Bolt Circle: Y Stress Increase: 1.00 Fillet Weld Size: 0.313 in Weld Type (CJP or F/F): C1P Weld Strength: 70 ksi Baseplate Flexural Capacity Baseplate Shear Capacity Failure Effective Moment S/Z Capacity Usage Shear Area Capacity Usage Mode: Width (in) (k-in) (in') (k-in) (k) (in`) (k) AA 29.57 1161.3 46.2 2494.7 0.47 585.7 73.9 2394.9 0.24 AB 35.95 1739.7 56.2 3033.7 0.57 585.7 89.9 2912.3 0.20 BA 31.19 1393.8 48.7 2631.6 0.53 585.7 78.0 2526.4 0.23 BB 37.53 1786.6 58.6 3166.4 0.56 585.7 93.8 3039.7 0.19 Anchor Bolt Capacity Area of Bolt: 3.25 in' Inertia of Bolt: 0.84 in' Total Bolt Inertia: 21675.9 in' Maximum Bolt Tension: 145.9 k Maximum Bolt Compression: 150.4 k Bolt Shear: 1.4 k Tensile Bolt Capacity: 259.8 k Compressive Bolt Capacity: 259.8 k Shear Bolt Capacity: 140.3 k Interaction Equation: 0.59 Result: OK Base Weld Capacity Force / Weld: 13.1 Vin Weld Capacity: 27.3 Vin Interaction Equation: 0.48 Result: OK Site Name: Bentley WI, WI Program Last Updated: 511312014 Site Number: 415419 r I Engineering Number: OAA703768_C3_02 45, Engineer: isaac.dodson Date: 05/31/17 Tower Type: MP Design Loads (Factored) - Analysis per TIA-222-G Standards Design / Analysis / Mapping: Analysis Compression/Leg: 0.0 k Concrete Strength (f J: 4000 psi Uplift/Leg: 0.0 k Pad Tension Steel Depth: 20.00 in Total Shear: 21.7 kshear 0.75 Moment: 2853.8 k-ft Flexure/Tension 0.90 Tower + Appurtenance Weight: 29.7 k OCompression: 0.65 Depth to Base of Foundation (I + t - h): 5.50 ft (3: 0.85 Diameter of Pier (d): 7.00 ft Bottom Pad Rebar Size 8 Height of Pier above Ground (h): 1.00 # of Bottom Pad Rebar: 39 Width of Pad (W): 23.50 ft Pad Bottom Steel Area: 30.81 inZ Length of Pad (L): 23.50 ft Pad Steel FY: 60000 psi Thickness of Pad (t): 2.00 ft Top Pad Rebar Size 8 Tower Leg Center to Center: 0.00 ft # of Top Pad Rebar: 39 Number of Tower Legs: 1.0 (1 if MP or GT) Pad Top Steel Area: 30.81 inZ Tower Center from Mat Center: 0.00 ft Pier Rebar Size 8 Depth Below Ground Surface to Water Table: 99.00 ft Pier Steel Area (Single Bar): 0.79 inZ Unit Weight of Concrete: 150.0 pcf # of Pier Rebar: 36 Unit Weight of Soil Above Water Table: 110.0 pcf Pier Steel FY: 60000 psi Unit Weight of Water: 62.4 pcf Pier Cage Diameter: 76.0 in Unit Weight of Soil Below Water Table: 50.0 pcf Rebar Strain Limit: 0.008 Friction Angle of Uplift: 10.0 Degrees Steel Elastic Modulus: 29000 ksi Ultimate Coefficient of Shear Friction: 0.35 Tie Rebar Size 5 Ultimate Compressive Bearing Pressure: 12389.0 psf Tie Steel Area (Single Bar): 0.31 inZ Ultimate Passive Pressure on Pad Face: 3751.0 psf Tie Spacing: 12 in Soil and Concrete Weight• 0.9 Tie Steel FY: 60000 psi Coil: 0.75 Overturning Moment Usage Design OTM: 2995.0 k-ft OTM Resistance: 4670.8 k-ft Design OTM / OTM Resistance: 0.64 Result: OK Soil Bearing Pressure Usage Net Bearing Pressure: 2290 psf Factored Nominal Bearing Pressure: 9292 psf Net Bearing Pressure/Factored Nominal Bearing Pressure: 0.25 Result: OK Load Direction Controling Design Bearing Pressure: Diagonal to Pad Edge Sliding Factor of Safety Total Factored Sliding Resistance: 227.7 k Sliding Design / Sliding Resistance: 0.10 Result: OK One Way Shear, Flexual Capacity, and Punching Shear Factored One Way Shear (Vu): 189.8 k One Way Shear Capacity (OVA): 535.1 k - ACI11.3.1.1 V, / ov,: 0.35 Result: OK Load Direction Controling Shear Capacity: Parallel to Pad Edge Lower Steel Pad Factored Moment (M,): 1032.3 k-ft Lower Steel Pad Moment Capacity (OMn): 2659.3 k-ft - AC110.3 M„ / Wn: 0.39 Result: OK Load Direction Controling Flexural Capacity: Parallel to Pad Edge Upper Steel Pad Factored Moment (M,): 744.7 k-ft Upper Steel Pad Moment Capacity (OMn): 2659.3 k-ft M„ / OMn: 0.28 Result: OK Lower Pad Flexural Reinforcement Ratio: 0.0055 OK - Minimum Reinforcement Ratio Met - AC110.5.1 Upper Pad Flexural Reinforcement Ratio: 0.0055 OK - Minimum Reinforcement Ratio Met - ACI10.5.1 Lower Pad Reinforcement Spacing: 7 in - Pad Reinforcing Spacing OK - AC17.12.2.2 & 10.5.4 Upper Pad Reinforcement Spacing: 7 in - Pad Reinforcing Spacing OK - AC17.12.2.2 & 10.5.4 Factored Punching Shear (Vu): 0.0 k Nominal Punching Shear Capacity (0,Vn): 1239.8 k - ACI11.12.2.1 VU / ov,: 0.00 Result: OK Factored Moment in Pier (Mu): 2951.6 k-ft Pier Moment Capacity (OMn): 4756.5 k-ft Mu / Wn: 0.62 Result: OK Factored Shear in Pier (V,): 21.7 k Pier Shear Capacity (0n): 525.7 k V„ / OVC: 0.04 Result: OK Pier Shear Reinforcement Ratio: 0.0007 No Ties Necessary for Shear - ACI11.5.6.1 Factored Tension in Pier (Tu): 0.0 k Pier Tension Capacity (OT,): 1535.8 k T„ / OTn: 0.00 Result: OK Factored Compression in Pier (P„): 0.0 k Pier Compression Capacity (OP,): 9747.6 k - AC110.3.6.2 P„ / On: 0.00 Result: OK Pier Compression Reinforcement Ratio: 0.005 OK - Reinforcement Ratio Met - AC110.9.1 & 10.8.4 MJO.Mn+Tu/OTTn: 0.62 Result: OK Nominal and Design Moment Capacity and Factored Design Loads 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 25000 A Pu&Mu i ~a~ - T-_ _ ? 20000 i t - - ~~---i- - 15000 x Tu&Mu 10000 ~I Design Envelope 5000 Arq- Nominal Envelope 0 i i -5000 Moment (k-ft) O W V p p A W N -i 6-4 ov(n 0 c 0 Fm0 Z7 5-4 --1 f F S J' S J N M J O 'J O aO S? - m m m yam m m J o°3 5 Mm QO~ fC J 0 0 `G y y O^ C N . 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