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HomeMy WebLinkAbout15060073 Building Plans.pdf ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :148 ft Monopole ATC Site Name :North Carmel, IN ATC Site Number :92397 Engineering Number :60858622 Proposed Carrier :Verizon Carrier Site Name :Carmel West Carrier Site Number :10 Site Location :2525 W 141st Street Westfield, IN 46074-9676 39.990217,-86.207233 County :Hamilton Date :April 9, 2015 Max Usage :94% Result :Pass Prepared By: Penlyn C. Crawford Eng. Number 60858622 April 9, 2015 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion ....................................................................................................................................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Equipment to be Removed............................................................................................................... 3 Proposed Equipment ....................................................................................................................... 3 Structure Usages ..............................................................................................................................4 Foundations .....................................................................................................................................4 Deflection, Twist, and Sway...............................................................................................................4 Standard Conditions .........................................................................................................................5 Calculations ......................................................................................................................... Attached Eng. Number 60858622 April 9, 2015 Page 1 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 148 ft monopole to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Summit, PJF Job #29299-853, dated December 1, 1999 Foundation Drawing Malouf Engineering Job #99-593, dated November 8, 1999 Geotechnical Report ATC Project #14970.3001.72C, dated October 12, 1999 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, Vasd) / 115 mph (3-Second Gust, Vult) Basic Wind Speed w/ Ice:40 mph (3-Second Gust) w/ 1" radial ice concurrent Code:ANSI/TIA-222-G / 2012 IBC / 2014 Indiana Building Code Structure Class:II Exposure Category:C Topographic Category:1 Crest Height:0 ft Spectral Response:Ss = 0.15, S1 = 0.08 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. Eng. Number 60858622 April 9, 2015 Page 2 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 RFS ATMAA1412D-1A20 3 Nokia FRIG w/o Solar Shield 1 Raycap ASU9338TYP01 2 Nokia FXFB 3 RFS APXV18-206517S-C-A20 148.0 150.0 6 Andrew TMBXX-6516-A2M w/ Actuator Low Profile Platform (6) 1 1/4" Coax (6) 1 5/8" Coax (1) 1.58" Hybrid T-Mobile 140.0 ---Low Profile Platform (6) 7/8" Coax Verizon 4 Ericsson FAB 102 863/1 4 Ericsson KRY 112 71/3 4 Ericsson KRY 112 81/2 2 Raycap DC6-48-60-0-8F 3 Ericsson RRUS A2 8 Powerwave LGP17205 6 Ericsson RRUS 11 (without sunshield) 3 Ericsson RRUS 32 B30 6 Powerwave RA21.7770.00 3 KMW ET-X-UW-70-16-70-18-iR-AT 130.0 130.0 3 Commscope SBNHH-1D65C Platform w/ Handrails (6) 7/8" Coax (6) 1 5/8" Coax (4) 0.78" 8 AWG 6 (2) 2" Conduit (2) 0.39" Fiber Trunk (1) 3/8" Coax AT&T Mobility 3 Samsung Power Junction Cylinder 3 Samsung Fiber Junction Cylinder 3 Samsung 2.5GHz 8T8R RRH (2.5LTEV3 10KM) 3 Samsung RRH-P4 (1.9 GHz) 3 Samsung RRH-C2A (w/ External Filter) 6 Decibel DB846G90A-XY 3 KMW ET-X-WM-18-65-8P 1 Powerwave P90-15-XLPP-RR 115.0 115.0 2 KMW ET-X-TS-70-15-62-18-iR-RD Platform w/ Handrails (6) 7/8" Coax (3) 1.82" Composite Sprint Nextel 105.0 ---Empty Low Profile Platform -- 95.0 95.0 3 EMS FR90-16-XXDP Low Profile Platform (6) 1 5/8" Coax Sprint Nextel 85.0 85.0 9 EMS RV65-18-02DP T-Arm w/ Working Platforms (6) 1 5/8" Coax Cleveland Unlimited Eng. Number 60858622 April 9, 2015 Page 3 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Commscope E15R05P19 3 Andrew ATM200-A20 3 Commscope RC2DC-1064-PF-48 1 Commscope RC2DC-4750-PF-48 6 Andrew 641280-DF 3 Antel BXA-185090/8CF 3 Commscope LNX-6515DS-A1M 3 Ericsson AIR 32 140.0 140.0 3 Andrew LNX-6515DS-VTM - (1) 1.43"(36.4mm) Hybrid (6) 7/8" Coax Verizon Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Ericsson RRUS A2 B2 3 Ericsson RRUS A2 B4 3 Ericsson RRUS B13 w/ RRUS A2 3 Ericsson RRUS12 B4/AWS 3 Ericsson RRUS-12 B2 3 Commscope RC3DC-3315-PF-48 6 Antel LPD-7905/8 140.0 140.0 6 Kathrein 800 10865 Low Profile Platform (3) 1.56" Hybrid Verizon 1Mount 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. Eng. Number 60858622 April 9, 2015 Page 4 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 82%Pass Shaft 94%Pass Base Plate 68%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Moment (Kips-Ft)3,350.0 4,522.5 4,073.6 90% Shear (Kips)30.0 40.5 35.8 88% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft)Antenna Carrier Deflection (ft) Sway (Rotation) (°) Ericsson RRUS A2 B2 Ericsson RRUS A2 B4 Ericsson RRUS B13 w/ RRUS A2 Ericsson RRUS12 B4/AWS Ericsson RRUS-12 B2 Commscope RC3DC-3315-PF-48 Antel LPD-7905/8 140.0 Kathrein 800 10865 Verizon 2.646 1.994 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com 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 LLC 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 LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Pole : Description : Location : Height : Client : Shape : 92397 148 ft Summit Monopole Verizon Wireless North Carmel, IN 18 Sides 148.00 Taper:0.210000(in/ft) (ft) 0.00 © 2007 - 2015 by ATC IP LLC. All rights reserved. Base Elev (ft): Code:ANSI/TIA-222-G Exposure : Struct Class : Topo : II C 1 Sections Properties Section (ft) LengthShaft Diameter (in) Accross Flats (in)Top Thick Length (in) Overlap Steel Grade (ksi)Bottom Joint Type Taper (in/ft) 1 49.500 42.68 53.08 0.375 0.000 650.210000 2 49.750 34.01 44.46 0.313 66.000 65Slip Joint 0.210000 3 49.750 25.01 35.46 0.250 54.000 60Slip Joint 0.210000 4 12.250 23.50 26.07 0.188 39.000 60Slip Joint 0.210000 Discrete Appurtenance Attach (ft)DescriptionQtyElev Force Elev (ft) 148.000 Flat Low Profile Platform1148.000 148.000 Andrew TMBXX-6516-A2M w/ 6150.000 148.000 Nokia FXFB2150.000 148.000 Raycap ASU9338TYP011150.000 148.000 Nokia FRIG w/o Solar Shield3150.000 148.000 RFS ATMAA1412D-1A203150.000 148.000 RFS APXV18-206517S-C-A203150.000 140.000 Kathrein 800 108656140.000 140.000 Antel LPD-7905/86140.000 140.000 Commscope RC3DC-3315-PF-3140.000 140.000 Ericsson RRUS-12 B23140.000 140.000 Ericsson RRUS12 B4/AWS3140.000 140.000 Ericsson RRUS B13 w/ RRUS A23140.000 140.000 Ericsson RRUS A2 B43140.000 140.000 Ericsson RRUS A2 B23140.000 140.000 Flat Low Profile Platform1140.000 130.000 Ericsson RRUS A23130.000 130.000 Ericsson RRUS 32 B303130.000 130.000 Ericsson KRY 112 71/34130.000 130.000 Ericsson FAB 102 863/14130.000 130.000 Commscope SBNHH-1D65C3130.000 130.000 KMW ET-X-UW-70-16-70-18-iR-3130.000 130.000 Raycap DC6-48-60-0-8F2130.000 130.000 Ericsson KRY 112 81/24130.000 130.000 Ericsson RRUS 11 (without 6130.000 130.000 Powerwave Allgon LGP172058130.000 130.000 Powerwave Allgon 6130.000 130.000 Flat Platform w/ Handrails1130.000 115.000 Samsung Fiber Junction 3115.000 115.000 Samsung Power Junction 3115.000 115.000 KMW ET-X-WM-18-65-8P3115.000 115.000 Samsung 2.5GHz 8T8R RRH 3115.000 115.000 Powerwave Allgon P90-15-1115.000 115.000 KMW ET-X-TS-70-15-62-18-iR-RD2115.000 115.000 Samsung RRH-C2A (w/ 3115.000 115.000 Samsung RRH-P4 (1.9 GHz)3115.000 115.000 Round Platform w/ Handrails1115.000 115.000 Decibel DB846G90A-XY6115.000 105.000 Empty Round Low Profile 1105.000 95.000 Flat Low Profile Platform195.000 95.000 EMS FR90-16-XXDP395.000 85.000 EMS RV65-18-02DP985.000 85.000 T-Arm w/ Working Platform385.000 Linear Appurtenance Elev (ft) From DescriptionTo Exposed To Wind 0.000 85.000 1 5/8" Coax Yes 0.000 95.000 1 5/8" Coax Yes 0.000 115.0 1.82" Composite Yes 0.000 115.0 7/8" Coax No 0.000 130.0 0.39" Fiber Trunk No 0.000 130.0 0.78" 8 AWG 6 No 0.000 130.0 1 5/8" Coax No 0.000 130.0 2" Conduit No 0.000 130.0 3/8" Coax No 0.000 130.0 7/8" Coax No 0.000 140.0 1.56" Hybrid No 0.000 140.0 7/8" Coax No 0.000 148.0 1 1/4" Coax No 0.000 148.0 1 5/8" Coax No 0.000 148.0 1.58" Hybrid No Load Cases 1.2D + 1.6W 90 mph with No Ice 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 40 mph with 1.00 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 (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Lateral (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Modal 1.0D + 1.0W Serviceability 60 mph Moment Shear Axial Load Case Reactions (kip)(kip)(kip-ft) 1.2D + 1.6W 4073.57 35.83 51.26 0.9D + 1.6W 4012.12 35.78 38.42 1.2D + 1.0Di + 1.0Wi 898.79 7.65 98.10 (1.2 + 0.2Sds) * DL + E ELFM 181.87 1.52 46.23 (1.2 + 0.2Sds) * DL + E EMAM 244.48 1.97 51.06 (0.9 - 0.2Sds) * DL + E ELFM 179.32 1.52 32.60 (0.9 - 0.2Sds) * DL + E EMAM 239.89 1.96 36.01 1.0D + 1.0W 1122.48 9.94 42.78 Dish Deflections Attach Elev (ft)Load Case RotationDeflection (deg)(in) 0.00 0.000 0.000 Site Number: 4/10/2015 1:15:28 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Analysis Parameters Location: Height (ft): Base Diameter (in): Top Diameter (in): Shape: Code:148 18 Sides 53.08 23.50 ANSI/TIA-222-G Taper (in/ft) :0.210 Hamilton County, IN Pole Manfacturer:Summit Manufacturing Pole Type:Taper Ice & Wind Parameters Structure Class:II Exposure Catagory:C Topographic Catagory:1 Crest Height: Design Wind Speed Without Ice: Design Wind Speed With Ice: Operational Wind Speed: Design Ice Thickness: 90 mph 40 mph 60 mph 0.00 in0.0 ft Seismic Parameters Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class:D - Stiff Soil (sec): Period Based on Rayleigh Method (sec):2.59 12 p:1.3 S S F F S S Max: C Min:1.600 0.148 0.082 0.030 0.030 0.0301.600 0.0870.158 T LL s: a: ds: 1: v : d1: C s s : C s Load Cases 1.2D + 1.6W 90 mph with No Ice 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 40 mph with 1.00 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 1.0D + 1.0W Serviceability 60 mph Page:1 Site Number: 4/10/2015 1:15:28 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties 2 )4 )2 )4) 49.500 650.3750 53.081-18 0.00 42.689,524 49.500.00 62.73 22015.6 50.36 11389.523.55 141.55 113.8318.66 0.210000 49.750 Slip650.3125 44.462-18 66.00 34.016,536 93.7544.00 43.79 10786.0 33.43 4798.223.68 142.29 108.8617.78 0.210000 49.750 Slip600.2500 35.463-18 54.00 25.014,028 139.0089.25 27.94 4377.0 19.65 1522.623.60 141.85 100.0616.23 0.210000 12.250 Slip600.1875 26.074-18 39.00 23.50610 148.00135.75 15.40 1304.0 13.87 952.623.11 139.05 125.3320.69 0.210000 Shaft Weight 20,699 (ft) OrientationEPAaWeight No Ice Ice (lb)(sf)Factor Discrete Appurtenance Properties Elev(ft)Description Weight (lb)(sf) EPAa Orientation Factor Distance From Face (ft) Vert Ecc Qty Attach Andrew TMBXX-6516-A2M w/ 148.00 34.60 6.500 0.80 0.80 2.0000.0006212.43 10.194 Flat Low Profile Platform148.00 1500.00 26.100 1.00 1.00 0.0000.00012,363.59 51.548 Nokia FRIG w/o Solar Shield148.00 54.00 2.290 0.67 0.67 2.0000.0003156.24 3.152 Nokia FXFB148.00 55.10 3.570 0.67 0.67 2.0000.0002187.86 4.611 Raycap ASU9338TYP01148.00 14.90 3.210 0.67 0.67 2.0000.0001141.96 4.205 RFS APXV18-206517S-C-A20148.00 26.40 5.170 0.79 0.79 2.0000.0003197.28 6.849 RFS ATMAA1412D-1A20148.00 13.00 1.000 0.50 0.50 2.0000.000365.70 1.601 Antel LPD-7905/8140.00 48.70 9.420 0.82 0.82 0.0000.0006342.94 11.609 Commscope RC3DC-3315-PF-140.00 32.00 3.780 0.67 0.67 0.0000.0003177.39 5.533 Ericsson RRUS A2 B2140.00 22.00 2.060 0.67 0.67 0.0000.0003119.21 3.024 Ericsson RRUS A2 B4140.00 22.00 2.060 0.67 0.67 0.0000.0003119.21 3.024 Ericsson RRUS B13 w/ RRUS 140.00 72.00 2.790 0.67 0.67 0.0000.0003200.14 3.716 Ericsson RRUS-12 B2140.00 58.00 3.150 0.67 0.67 0.0000.0003165.30 4.690 Ericsson RRUS12 B4/AWS140.00 57.30 2.810 0.67 0.67 0.0000.0003185.44 3.716 Flat Low Profile Platform140.00 1500.00 26.100 1.00 1.00 0.0000.00012,359.35 51.424 Kathrein 800 10865140.00 66.10 10.220 0.77 0.77 0.0000.0006394.69 12.132 Commscope SBNHH-1D65C130.00 49.60 11.450 0.84 0.84 0.0000.0003414.05 13.581 Ericsson FAB 102 863/1130.00 3.90 0.530 0.50 0.50 0.0000.000433.61 0.646 Ericsson KRY 112 71/3130.00 13.20 0.680 0.50 0.50 0.0000.000450.65 1.090 Ericsson KRY 112 81/2130.00 17.00 1.030 0.50 0.50 0.0000.000470.15 1.622 Ericsson RRUS 11 (without 130.00 45.00 2.190 0.67 0.67 0.0000.0006140.89 3.010 Ericsson RRUS 32 B30130.00 60.00 2.690 0.67 0.67 0.0000.0003180.75 3.665 Ericsson RRUS A2130.00 15.00 1.600 0.50 0.50 0.0000.000362.72 2.699 Flat Platform w/ Handrails130.00 2000.00 42.400 1.00 1.00 0.0000.00013,868.17 69.968 KMW ET-X-UW-70-16-70-18-130.00 51.80 10.860 0.81 0.81 0.0000.0003389.82 12.953 Powerwave Allgon LGP17205130.00 31.00 1.670 0.50 0.50 0.0000.0008101.16 2.403 Powerwave Allgon 130.00 28.00 6.560 0.76 0.76 0.0000.0006243.91 8.136 Raycap DC6-48-60-0-8F130.00 32.80 1.190 1.00 1.00 0.0000.0002156.85 2.890 Decibel DB846G90A-XY115.00 15.40 5.867 0.93 0.93 0.0000.0006236.33 6.624 KMW ET-X-TS-70-15-62-18-iR-115.00 41.90 8.270 0.79 0.79 0.0000.0002307.16 10.000 KMW ET-X-WM-18-65-8P115.00 36.40 6.680 0.72 0.72 0.0000.0003201.13 9.731 Powerwave Allgon P90-15-115.00 43.00 8.130 0.79 0.79 0.0000.0001306.11 9.846 Round Platform w/ Handrails115.00 2000.00 27.200 1.00 1.00 0.0000.00013,682.16 58.933 Samsung 2.5GHz 8T8R RRH 115.00 59.80 2.660 0.67 0.67 0.0000.0003181.53 3.560 Samsung Fiber Junction 115.00 3.30 0.180 0.50 0.50 0.0000.000313.55 0.547 Samsung Power Junction 115.00 3.30 0.170 0.50 0.50 0.0000.000313.55 0.517 Samsung RRH-C2A (w/ 115.00 55.10 3.100 0.67 0.67 0.0000.0003155.56 4.620 Samsung RRH-P4 (1.9 GHz)115.00 62.80 2.740 0.67 0.67 0.0000.0003194.24 3.657 Empty Round Low Profile 105.00 1500.00 21.700 1.00 1.00 0.0000.00012,333.29 46.393 EMS FR90-16-XXDP95.00 18.00 4.356 0.73 0.73 0.0000.0003153.89 5.648 Flat Low Profile Platform95.00 1500.00 26.100 1.00 1.00 0.0000.00012,326.43 50.453 EMS RV65-18-02DP85.00 18.00 4.356 0.73 0.73 0.0000.0009151.44 5.629 T-Arm w/ Working Platform85.00 300.00 14.400 0.75 0.75 0.0000.0003762.93 35.232 15506.10 43Number of Loadings :Totals 142 43,230.70 Page:2 Site Number: 4/10/2015 1:15:28 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless (ft)(ft) Linear Appurtenance Properties Description From Elev To Elev To Wind Exposed Protected Width (in)(lb/ft) Weight Qty CoaxCoax Diameter (in)CarrierFlat 0.00 N11.34 N1.55 T-Mobile0.00 148.00 1 1/4" Coax6 0.00 N0.82 N1.98 T-Mobile0.00 148.00 1 5/8" Coax6 0.00 N1.61 N1.58 T-Mobile0.00 148.00 1.58" Hybrid1 0.00 N1.61 N1.56 Verizon0.00 140.00 1.56" Hybrid3 0.00 N2.97 N1.09 Verizon0.00 140.00 7/8" Coax6 0.00 N0.07 N0.39 AT&T Mobility0.00 130.00 0.39" Fiber Trunk2 0.00 N0.59 N0.78 AT&T Mobility0.00 130.00 0.78" 8 AWG 64 0.00 N7.38 N1.98 AT&T Mobility0.00 130.00 1 5/8" Coax6 0.00 N3.65 N2.38 AT&T Mobility0.00 130.00 2" Conduit2 0.00 N0.08 N0.44 AT&T Mobility0.00 130.00 3/8" Coax1 0.00 N0.99 N1.09 AT&T Mobility0.00 130.00 7/8" Coax6 1.82 Y2.12 N1.82 Sprint Nextel0.00 115.00 1.82" Composite3 0.00 N1.98 N1.09 Sprint Nextel0.00 115.00 7/8" Coax6 1.98 Y4.92 N1.98 Sprint Nextel0.00 95.00 1 5/8" Coax6 0.00 Y7.38 N1.98 Cleveland Unlimited0.00 85.00 1 5/8" Coax6 Page:3 Site Number: 4/10/2015 1:15:28 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless (lb) Weight Description (in) Thick Dia (in) Area (in Ix (in W/t Ratio Ratio Segment Properties (Max Len : 5.ft) Seg Top Elev (ft)(ksi) D/t F'y S Z Flat 2)4)(in 3 )(in 3 ) 0.00 0.3750 53.080 141.5523.5522,015.662.730 0.073.7 816.9 0.0 5.00 0.3750 52.030 138.7523.0520,725.961.480 1,056.674.3 784.6 0.0 10.00 0.3750 50.980 135.9522.5619,487.560.230 1,035.474.9 752.9 0.0 15.00 0.3750 49.930 133.1522.0718,299.458.981 1,014.175.4 721.9 0.0 20.00 0.3750 48.880 130.3521.5717,160.757.731 992.976.0 691.5 0.0 25.00 0.3750 47.830 127.5521.0816,070.256.481 971.676.6 661.8 0.0 30.00 0.3750 46.780 124.7520.5915,026.955.232 950.377.2 632.7 0.0 35.00 0.3750 45.730 121.9520.0914,029.853.982 929.177.8 604.3 0.0 40.00 0.3750 44.680 119.1519.6013,077.852.732 907.878.3 576.5 0.0 Bot - Section 244.00 0.3750 43.840 116.9119.2012,347.951.732 710.978.8 554.8 0.0 45.00 0.3750 43.630 116.3519.1012,169.851.482 324.378.9 549.4 0.0 Top - Section 149.50 0.3125 43.310 138.5923.039,961.542.647 1,439.974.3 453.0 0.0 50.00 0.3125 43.205 138.2622.979,888.742.542 72.574.4 450.8 0.0 55.00 0.3125 42.155 134.9022.389,180.141.501 715.075.1 428.9 0.0 60.00 0.3125 41.105 131.5421.788,506.240.460 697.275.8 407.6 0.0 65.00 0.3125 40.055 128.1821.197,866.139.418 679.576.5 386.8 0.0 70.00 0.3125 39.005 124.8220.607,259.038.377 661.877.2 366.6 0.0 75.00 0.3125 37.955 121.4620.016,683.937.335 644.177.9 346.9 0.0 80.00 0.3125 36.905 118.1019.416,140.036.294 626.478.6 327.7 0.0 85.00 0.3125 35.855 114.7418.825,626.535.252 608.679.3 309.1 0.0 Bot - Section 389.25 0.3125 34.962 111.8818.325,213.234.367 503.479.9 293.7 0.0 90.00 0.3125 34.805 111.3818.235,142.434.211 158.780.0 291.0 0.0 Top - Section 293.75 0.2500 34.517 138.0722.934,034.027.190 782.569.7 230.2 0.0 95.00 0.2500 34.255 137.0222.753,942.026.982 115.269.9 226.7 0.0 100.0 0.2500 33.205 132.8222.013,588.026.149 452.070.6 212.8 0.0 105.0 0.2500 32.155 128.6221.273,255.825.316 437.871.4 199.4 0.0 110.0 0.2500 31.105 124.4220.532,944.824.483 423.672.2 186.5 0.0 115.0 0.2500 30.055 120.2219.792,654.323.649 409.573.0 173.9 0.0 120.0 0.2500 29.005 116.0219.052,383.622.816 395.373.7 161.9 0.0 125.0 0.2500 27.955 111.8218.312,131.921.983 381.174.5 150.2 0.0 130.0 0.2500 26.905 107.6217.571,898.521.150 366.975.3 139.0 0.0 135.0 0.2500 25.855 103.4216.831,682.920.317 352.876.1 128.2 0.0 Bot - Section 4135.7 0.2500 25.697 102.7916.711,652.020.192 51.776.2 126.6 0.0 Top - Section 3139.0 0.1875 25.390 135.4122.471,203.614.998 388.470.2 93.4 0.0 140.0 0.1875 25.180 134.2922.271,173.714.873 50.870.4 91.8 0.0 145.0 0.1875 24.130 128.6921.281,031.914.248 247.771.4 84.2 0.0 148.0 0.1875 23.500 125.3320.69952.613.873 143.572.0 79.8 0.0 20,698.9 Page:4 Site Number: 4/10/2015 1:15:28 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 24 Iterations Wind Importance Factor :1.00 90 mph with No Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 213.0 0.0 0.0 0.0 213.0 0.0 0.0 0.0 5.00 421.7 1,268.0 0.0 315.5 421.7 1,583.5 0.0 0.0 10.00 413.2 1,242.5 0.0 315.5 413.2 1,558.0 0.0 0.0 15.00 411.0 1,216.9 0.0 315.5 411.0 1,532.5 0.0 0.0 20.00 419.7 1,191.4 0.0 315.5 419.7 1,507.0 0.0 0.0 25.00 430.6 1,165.9 0.0 315.5 430.6 1,481.4 0.0 0.0 30.00 437.8 1,140.4 0.0 315.5 437.8 1,455.9 0.0 0.0 35.00 442.2 1,114.9 0.0 315.5 442.2 1,430.4 0.0 0.0 40.00 399.8 1,089.4 0.0 315.5 399.8 1,404.9 0.0 0.0 44.00 223.1Bot - Section 2 853.1 0.0 252.4 223.1 1,105.5 0.0 0.0 45.00 248.2 389.1 0.0 63.1 248.2 452.2 0.0 0.0 49.50 225.6Top - Section 1 1,727.9 0.0 284.0 225.6 2,011.9 0.0 0.0 50.00 247.4 87.0 0.0 31.6 247.4 118.5 0.0 0.0 55.00 448.4 857.9 0.0 315.5 448.4 1,173.5 0.0 0.0 60.00 445.3 836.7 0.0 315.5 445.3 1,152.2 0.0 0.0 65.00 441.4 815.4 0.0 315.5 441.4 1,130.9 0.0 0.0 70.00 436.6 794.2 0.0 315.5 436.6 1,109.7 0.0 0.0 75.00 431.0 772.9 0.0 315.5 431.0 1,088.4 0.0 0.0 80.00 426.6 751.6 0.0 315.5 426.6 1,067.2 0.0 0.0 85.00 392.0Appertunance(s)730.4 2,001.3 0.0 0.0 1,274.4 0.0 315.5 2,393.3 2,320.3 0.0 0.0 89.25 211.4Bot - Section 3 604.1 0.0 243.1 211.4 847.2 0.0 0.0 90.00 191.2 190.4 0.0 42.9 191.2 233.3 0.0 0.0 93.75 211.9Top - Section 2 939.0 0.0 214.5 211.9 1,153.5 0.0 0.0 95.00 255.0Appertunance(s)138.3 1,443.5 0.0 0.0 1,864.8 0.0 71.5 1,698.6 2,074.6 0.0 0.0 100.00 400.6 542.4 0.0 256.5 400.6 798.9 0.0 0.0 105.00 392.0Appertunance(s)525.4 962.0 0.0 0.0 1,800.0 0.0 256.5 1,354.0 2,581.9 0.0 0.0 110.00 382.9 508.4 0.0 256.5 382.9 764.8 0.0 0.0 115.00 373.5Appertunance(s)491.3 4,085.2 0.0 0.0 3,457.6 0.0 256.5 4,458.6 4,205.4 0.0 0.0 120.00 363.7 474.3 0.0 206.5 363.7 680.8 0.0 0.0 125.00 353.5 457.3 0.0 206.5 353.5 663.8 0.0 0.0 130.00 343.1Appertunance(s)440.3 5,976.4 0.0 0.0 4,100.6 0.0 206.5 6,319.5 4,747.4 0.0 0.0 135.00 193.7 423.3 0.0 105.8 193.7 529.1 0.0 0.0 135.75 132.8Bot - Section 4 62.0 0.0 15.9 132.8 77.9 0.0 0.0 139.00 140.6Top - Section 3 466.1 0.0 68.8 140.6 534.9 0.0 0.0 140.00 193.0Appertunance(s)61.0 6,015.9 0.0 0.0 3,574.4 0.0 21.2 6,208.9 3,656.6 0.0 0.0 145.00 253.7 297.3 0.0 61.9 253.7 359.1 0.0 0.0 148.00 93.4Appertunance(s)172.2 3,403.5 0.0 4,319.5 2,535.5 0.0 37.1 3,497.0 2,744.8 0.0 0.0 Totals:35,928.3 51,337.8 0.00 0.00 Page:5 Site Number: 4/10/2015 1:15:30 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 24 Iterations Wind Importance Factor :1.00 90 mph with No Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -51.26 -35.83 -4,073.570.00 0.00 4,073.57 4,161.11 2,080.55 4,515.819,018.21 0.00 0.00 0.915 5.00 -49.51 -35.63 -3,894.410.00 0.00 3,894.41 4,110.34 2,055.17 4,371.218,729.45 0.14 -0.26 0.903 10.00 -47.79 -35.43 -3,716.260.00 0.00 3,716.26 4,058.27 2,029.13 4,227.478,442.40 0.55 -0.52 0.891 15.00 -46.10 -35.21 -3,539.130.00 0.00 3,539.13 4,004.89 2,002.44 4,084.678,157.21 1.23 -0.78 0.878 20.00 -44.44 -34.98 -3,363.060.00 0.00 3,363.06 3,950.20 1,975.10 3,942.897,874.07 2.20 -1.05 0.865 25.00 -42.80 -34.72 -3,188.160.00 0.00 3,188.16 3,894.21 1,947.10 3,802.217,593.13 3.44 -1.32 0.850 30.00 -41.19 -34.45 -3,014.550.00 0.00 3,014.55 3,836.91 1,918.45 3,662.727,314.57 4.98 -1.60 0.834 35.00 -39.61 -34.15 -2,842.320.00 0.00 2,842.32 3,778.30 1,889.15 3,524.517,038.56 6.80 -1.87 0.817 40.00 -38.07 -33.87 -2,671.550.00 0.00 2,671.55 3,718.39 1,859.20 3,387.676,765.28 8.91 -2.15 0.799 44.00 -36.89 -33.70 -2,536.060.00 0.00 2,536.06 3,669.52 1,834.76 3,279.236,548.72 10.82 -2.38 0.784 45.00 -36.36 -33.53 -2,502.360.00 0.00 2,502.36 3,657.17 1,828.59 3,252.276,494.88 11.32 -2.44 0.780 49.50 -34.28 -33.30 -2,351.470.00 0.00 2,351.47 2,852.43 1,426.22 2,525.035,042.57 13.74 -2.69 0.944 50.00 -34.07 -33.15 -2,334.820.00 0.00 2,334.82 2,848.13 1,424.07 2,515.025,022.58 14.03 -2.72 0.941 55.00 -32.73 -32.83 -2,169.050.00 0.00 2,169.05 2,804.44 1,402.22 2,415.384,823.59 17.05 -3.05 0.910 60.00 -31.43 -32.50 -2,004.890.00 0.00 2,004.89 2,759.44 1,379.72 2,316.544,626.20 20.42 -3.37 0.877 65.00 -30.14 -32.16 -1,842.390.00 0.00 1,842.39 2,713.13 1,356.56 2,218.594,430.60 24.12 -3.69 0.842 70.00 -28.89 -31.81 -1,681.590.00 0.00 1,681.59 2,665.52 1,332.76 2,121.624,236.94 28.16 -4.01 0.804 75.00 -27.67 -31.45 -1,522.550.00 0.00 1,522.55 2,616.60 1,308.30 2,025.714,045.41 32.52 -4.33 0.763 80.00 -26.47 -31.08 -1,365.290.00 0.00 1,365.29 2,566.37 1,283.18 1,930.953,856.17 37.21 -4.63 0.718 85.00 -24.22 -28.62 -1,209.880.00 0.00 1,209.88 2,514.84 1,257.42 1,837.423,669.39 42.22 -4.93 0.669 89.25 -23.33 -28.39 -1,088.250.00 0.00 1,088.25 2,470.01 1,235.00 1,758.963,512.70 46.72 -5.18 0.629 90.00 -23.05 -28.23 -1,066.950.00 0.00 1,066.95 2,462.00 1,231.00 1,745.213,485.25 47.54 -5.22 0.621 93.75 -21.85 -27.97 -961.080.00 0.00 961.08 1,705.08 852.54 1,202.892,402.20 51.72 -5.43 0.813 95.00 -19.86 -26.15 -926.120.00 0.00 926.12 1,696.71 848.36 1,187.752,371.96 53.15 -5.50 0.792 100.00 -18.97 -25.77 -795.390.00 0.00 795.39 1,662.50 831.25 1,127.602,251.85 59.07 -5.81 0.718 105.00 -16.43 -24.23 -666.540.00 0.00 666.54 1,627.13 813.57 1,068.182,133.19 65.31 -6.10 0.635 110.00 -15.60 -23.84 -545.380.00 0.00 545.38 1,590.60 795.30 1,009.572,016.14 71.83 -6.37 0.551 115.00 -11.86 -18.98 -426.180.00 0.00 426.18 1,552.92 776.46 951.841,900.85 78.62 -6.60 0.456 120.00 -11.16 -18.57 -331.290.00 0.00 331.29 1,514.07 757.04 895.061,787.47 85.63 -6.81 0.378 125.00 -10.50 -18.17 -238.420.00 0.00 238.42 1,474.07 737.03 839.321,676.15 92.83 -6.98 0.292 130.00 -6.54 -11.33 -147.570.00 0.00 147.57 1,432.91 716.45 784.691,567.04 100.20 -7.10 0.193 135.00 -6.03 -11.08 -90.920.00 0.00 90.92 1,390.59 695.29 731.231,460.30 107.67 -7.19 0.129 135.75 -5.97 -10.94 -82.610.00 0.00 82.61 1,384.14 692.07 723.321,444.50 108.80 -7.20 0.119 139.00 -5.45 -10.73 -47.070.00 0.00 47.07 947.12 473.56 491.34981.22 113.70 -7.24 0.102 140.00 -2.60 -4.11 -36.330.00 0.00 36.33 941.98 470.99 484.57967.71 115.22 -7.25 0.078 145.00 -2.28 -3.82 -15.770.00 0.00 15.77 915.61 457.81 451.07900.81 122.81 -7.28 0.038 148.00 0.00 -3.50 -4.320.00 0.00 4.32 899.24 449.62 431.26861.24 127.37 -7.29 0.010 Page:6 Site Number: 4/10/2015 1:15:30 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 24 Iterations Wind Importance Factor :1.00 90 mph with No Ice (Reduced DL) Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 213.0 0.0 0.0 0.0 213.0 0.0 0.0 0.0 5.00 421.7 951.0 0.0 236.6 421.7 1,187.6 0.0 0.0 10.00 413.2 931.8 0.0 236.6 413.2 1,168.5 0.0 0.0 15.00 411.0 912.7 0.0 236.6 411.0 1,149.4 0.0 0.0 20.00 419.7 893.6 0.0 236.6 419.7 1,130.2 0.0 0.0 25.00 430.6 874.4 0.0 236.6 430.6 1,111.1 0.0 0.0 30.00 437.8 855.3 0.0 236.6 437.8 1,091.9 0.0 0.0 35.00 442.2 836.2 0.0 236.6 442.2 1,072.8 0.0 0.0 40.00 399.8 817.0 0.0 236.6 399.8 1,053.7 0.0 0.0 44.00 223.1Bot - Section 2 639.8 0.0 189.3 223.1 829.2 0.0 0.0 45.00 248.2 291.8 0.0 47.3 248.2 339.2 0.0 0.0 49.50 225.6Top - Section 1 1,295.9 0.0 213.0 225.6 1,508.9 0.0 0.0 50.00 247.4 65.2 0.0 23.7 247.4 88.9 0.0 0.0 55.00 448.4 643.5 0.0 236.6 448.4 880.1 0.0 0.0 60.00 445.3 627.5 0.0 236.6 445.3 864.2 0.0 0.0 65.00 441.4 611.6 0.0 236.6 441.4 848.2 0.0 0.0 70.00 436.6 595.6 0.0 236.6 436.6 832.3 0.0 0.0 75.00 431.0 579.7 0.0 236.6 431.0 816.3 0.0 0.0 80.00 424.8 563.7 0.0 236.6 424.8 800.4 0.0 0.0 85.00 387.2Appertunance(s)547.8 2,001.3 0.0 0.0 955.8 0.0 236.6 2,388.5 1,740.2 0.0 0.0 89.25 207.7Bot - Section 3 453.1 0.0 182.3 207.7 635.4 0.0 0.0 90.00 186.5 142.8 0.0 32.2 186.5 175.0 0.0 0.0 93.75 206.4Top - Section 2 704.3 0.0 160.9 206.4 865.1 0.0 0.0 95.00 253.7Appertunance(s)103.7 1,443.5 0.0 0.0 1,398.6 0.0 53.6 1,697.2 1,555.9 0.0 0.0 100.00 400.6 406.8 0.0 192.4 400.6 599.2 0.0 0.0 105.00 392.0Appertunance(s)394.0 962.0 0.0 0.0 1,350.0 0.0 192.4 1,354.0 1,936.4 0.0 0.0 110.00 382.9 381.3 0.0 192.4 382.9 573.6 0.0 0.0 115.00 373.5Appertunance(s)368.5 4,085.2 0.0 0.0 2,593.2 0.0 192.4 4,458.6 3,154.0 0.0 0.0 120.00 363.7 355.8 0.0 154.8 363.7 510.6 0.0 0.0 125.00 353.5 343.0 0.0 154.8 353.5 497.8 0.0 0.0 130.00 343.1Appertunance(s)330.2 5,976.4 0.0 0.0 3,075.5 0.0 154.8 6,319.5 3,560.6 0.0 0.0 135.00 193.7 317.5 0.0 79.3 193.7 396.8 0.0 0.0 135.75 132.8Bot - Section 4 46.5 0.0 11.9 132.8 58.4 0.0 0.0 139.00 140.6Top - Section 3 349.6 0.0 51.6 140.6 401.1 0.0 0.0 140.00 193.0Appertunance(s)45.7 6,015.9 0.0 0.0 2,680.8 0.0 15.9 6,208.9 2,742.4 0.0 0.0 145.00 253.7 223.0 0.0 46.4 253.7 269.4 0.0 0.0 148.00 93.4Appertunance(s)129.2 3,403.5 0.0 4,319.5 1,901.6 0.0 27.8 3,497.0 2,058.6 0.0 0.0 Totals:35,906.4 38,503.3 0.00 0.00 Page:7 Site Number: 4/10/2015 1:15:33 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 24 Iterations Wind Importance Factor :1.00 90 mph with No Ice (Reduced DL) Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -38.42 -35.78 -4,012.120.00 0.00 4,012.12 4,161.11 2,080.55 4,515.819,018.21 0.00 0.00 0.898 5.00 -37.08 -35.52 -3,833.220.00 0.00 3,833.22 4,110.34 2,055.17 4,371.218,729.45 0.14 -0.25 0.886 10.00 -35.75 -35.26 -3,655.620.00 0.00 3,655.62 4,058.27 2,029.13 4,227.478,442.40 0.54 -0.51 0.874 15.00 -34.45 -35.00 -3,479.310.00 0.00 3,479.31 4,004.89 2,002.44 4,084.678,157.21 1.21 -0.77 0.861 20.00 -33.16 -34.71 -3,304.340.00 0.00 3,304.34 3,950.20 1,975.10 3,942.897,874.07 2.16 -1.03 0.847 25.00 -31.90 -34.41 -3,130.780.00 0.00 3,130.78 3,894.21 1,947.10 3,802.217,593.13 3.39 -1.30 0.832 30.00 -30.66 -34.09 -2,958.740.00 0.00 2,958.74 3,836.91 1,918.45 3,662.727,314.57 4.90 -1.57 0.816 35.00 -29.44 -33.76 -2,788.290.00 0.00 2,788.29 3,778.30 1,889.15 3,524.517,038.56 6.69 -1.84 0.799 40.00 -28.26 -33.44 -2,619.520.00 0.00 2,619.52 3,718.39 1,859.20 3,387.676,765.28 8.76 -2.12 0.781 44.00 -27.36 -33.25 -2,485.750.00 0.00 2,485.75 3,669.52 1,834.76 3,279.236,548.72 10.63 -2.34 0.766 45.00 -26.94 -33.06 -2,452.500.00 0.00 2,452.50 3,657.17 1,828.59 3,252.276,494.88 11.13 -2.40 0.762 49.50 -25.36 -32.83 -2,303.710.00 0.00 2,303.71 2,852.43 1,426.22 2,525.035,042.57 13.51 -2.65 0.922 50.00 -25.19 -32.66 -2,287.290.00 0.00 2,287.29 2,848.13 1,424.07 2,515.025,022.58 13.79 -2.67 0.919 55.00 -24.15 -32.30 -2,124.000.00 0.00 2,124.00 2,804.44 1,402.22 2,415.384,823.59 16.76 -2.99 0.889 60.00 -23.14 -31.94 -1,962.490.00 0.00 1,962.49 2,759.44 1,379.72 2,316.544,626.20 20.06 -3.31 0.856 65.00 -22.14 -31.57 -1,802.800.00 0.00 1,802.80 2,713.13 1,356.56 2,218.594,430.60 23.69 -3.62 0.821 70.00 -21.17 -31.19 -1,644.960.00 0.00 1,644.96 2,665.52 1,332.76 2,121.624,236.94 27.66 -3.94 0.784 75.00 -20.23 -30.81 -1,489.000.00 0.00 1,489.00 2,616.60 1,308.30 2,025.714,045.41 31.94 -4.24 0.743 80.00 -19.31 -30.43 -1,334.950.00 0.00 1,334.95 2,566.37 1,283.18 1,930.953,856.17 36.54 -4.54 0.699 85.00 -17.64 -27.99 -1,182.810.00 0.00 1,182.81 2,514.84 1,257.42 1,837.423,669.39 41.45 -4.83 0.651 89.25 -16.95 -27.77 -1,063.870.00 0.00 1,063.87 2,470.01 1,235.00 1,758.963,512.70 45.86 -5.08 0.612 90.00 -16.74 -27.60 -1,043.050.00 0.00 1,043.05 2,462.00 1,231.00 1,745.213,485.25 46.66 -5.12 0.605 93.75 -15.83 -27.36 -939.540.00 0.00 939.54 1,705.08 852.54 1,202.892,402.20 50.76 -5.32 0.791 95.00 -14.35 -25.57 -905.350.00 0.00 905.35 1,696.71 848.36 1,187.752,371.96 52.16 -5.39 0.772 100.00 -13.67 -25.18 -777.510.00 0.00 777.51 1,662.50 831.25 1,127.602,251.85 57.97 -5.70 0.699 105.00 -11.77 -23.69 -651.610.00 0.00 651.61 1,627.13 813.57 1,068.182,133.19 64.08 -5.98 0.618 110.00 -11.14 -23.30 -533.150.00 0.00 533.15 1,590.60 795.30 1,009.572,016.14 70.47 -6.24 0.536 115.00 -8.43 -18.55 -416.650.00 0.00 416.65 1,552.92 776.46 951.841,900.85 77.12 -6.47 0.444 120.00 -7.90 -18.16 -323.900.00 0.00 323.90 1,514.07 757.04 895.061,787.47 83.99 -6.67 0.368 125.00 -7.41 -17.76 -233.130.00 0.00 233.13 1,474.07 737.03 839.321,676.15 91.05 -6.83 0.283 130.00 -4.61 -11.07 -144.310.00 0.00 144.31 1,432.91 716.45 784.691,567.04 98.26 -6.96 0.187 135.00 -4.23 -10.83 -88.950.00 0.00 88.95 1,390.59 695.29 731.231,460.30 105.59 -7.05 0.125 135.75 -4.19 -10.70 -80.820.00 0.00 80.82 1,384.14 692.07 723.321,444.50 106.69 -7.06 0.115 139.00 -3.80 -10.51 -46.060.00 0.00 46.06 947.12 473.56 491.34981.22 111.50 -7.09 0.098 140.00 -1.85 -4.01 -35.550.00 0.00 35.55 941.98 470.99 484.57967.71 112.98 -7.10 0.075 145.00 -1.61 -3.73 -15.500.00 0.00 15.50 915.61 457.81 451.07900.81 120.41 -7.13 0.036 148.00 0.00 -3.50 -4.320.00 0.00 4.32 899.24 449.62 431.26861.24 124.89 -7.14 0.010 Page:8 Site Number: 4/10/2015 1:15:33 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 24 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40 mph with 1.00 in Radial Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 51.4 0.0 0.0 0.0 51.4 0.0 0.0 0.0 5.00 102.1 1,786.5 0.0 558.6 102.1 2,345.2 0.0 0.0 10.00 100.6 1,811.8 0.0 589.8 100.6 2,401.6 0.0 0.0 15.00 100.5 1,805.2 0.0 605.9 100.5 2,411.1 0.0 0.0 20.00 103.0 1,788.2 0.0 617.2 103.0 2,405.3 0.0 0.0 25.00 106.0 1,765.7 0.0 625.9 106.0 2,391.7 0.0 0.0 30.00 108.1 1,739.9 0.0 633.1 108.1 2,373.1 0.0 0.0 35.00 109.5 1,711.8 0.0 639.3 109.5 2,351.1 0.0 0.0 40.00 99.3 1,681.9 0.0 644.7 99.3 2,326.6 0.0 0.0 44.00 55.5Bot - Section 2 1,324.1 0.0 519.2 55.5 1,843.4 0.0 0.0 45.00 61.8 508.7 0.0 130.3 61.8 638.9 0.0 0.0 49.50 56.2Top - Section 1 2,258.2 0.0 588.3 56.2 2,846.4 0.0 0.0 50.00 61.8 146.1 0.0 65.6 61.8 211.6 0.0 0.0 55.00 112.3 1,438.5 0.0 657.8 112.3 2,096.3 0.0 0.0 60.00 111.8 1,408.9 0.0 661.5 111.8 2,070.3 0.0 0.0 65.00 111.2 1,378.6 0.0 664.8 111.2 2,043.4 0.0 0.0 70.00 110.3 1,347.8 0.0 668.0 110.3 2,015.8 0.0 0.0 75.00 109.3 1,316.4 0.0 671.0 109.3 1,987.4 0.0 0.0 80.00 108.1 1,284.7 0.0 673.8 108.1 1,958.5 0.0 0.0 85.00 98.9Appertunance(s)1,252.5 466.1 0.0 0.0 3,519.1 0.0 676.4 565.0 5,448.1 0.0 0.0 89.25 53.1Bot - Section 3 1,040.0 0.0 431.7 53.1 1,471.8 0.0 0.0 90.00 47.8 268.3 0.0 76.3 47.8 344.6 0.0 0.0 93.75 53.0Top - Section 2 1,321.2 0.0 382.0 53.0 1,703.2 0.0 0.0 95.00 65.3Appertunance(s)265.1 320.1 0.0 0.0 2,898.9 0.0 127.5 385.4 3,291.5 0.0 0.0 100.00 103.4 1,036.8 0.0 338.3 103.4 1,375.1 0.0 0.0 105.00 101.6Appertunance(s)1,007.7 253.9 0.0 0.0 2,433.3 0.0 338.9 355.5 3,779.8 0.0 0.0 110.00 99.7 978.3 0.0 339.4 99.7 1,317.7 0.0 0.0 115.00 97.8Appertunance(s)948.7 776.3 0.0 0.0 8,285.9 0.0 339.9 874.1 9,574.5 0.0 0.0 120.00 95.7 918.9 0.0 206.5 95.7 1,125.4 0.0 0.0 125.00 93.5 888.9 0.0 206.5 93.5 1,095.3 0.0 0.0 130.00 91.3Appertunance(s)858.7 1,037.8 0.0 0.0 11,261.9 0.0 206.5 1,129.2 12,327.0 0.0 0.0 135.00 51.8 828.3 0.0 105.8 51.8 934.1 0.0 0.0 135.75 35.6Bot - Section 4 122.6 0.0 15.9 35.6 138.4 0.0 0.0 139.00 37.7Top - Section 3 726.0 0.0 68.8 37.7 794.7 0.0 0.0 140.00 52.1Appertunance(s)140.5 1,047.1 0.0 0.0 9,917.1 0.0 21.2 1,099.2 10,078.8 0.0 0.0 145.00 68.7 680.4 0.0 61.9 68.7 742.3 0.0 0.0 148.00 25.4Appertunance(s)397.3 694.5 0.0 782.5 5,406.3 0.0 37.1 719.9 5,840.8 0.0 0.0 Totals:7,647.13 98,100.6 0.00 0.00 Page:9 Site Number: 4/10/2015 1:15:35 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 24 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40 mph with 1.00 in Radial Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -98.10 -7.65 -898.790.00 0.00 898.79 4,161.11 2,080.55 4,515.819,018.21 0.00 0.00 0.223 5.00 -95.74 -7.64 -860.570.00 0.00 860.57 4,110.34 2,055.17 4,371.218,729.45 0.03 -0.06 0.220 10.00 -93.33 -7.63 -822.380.00 0.00 822.38 4,058.27 2,029.13 4,227.478,442.40 0.12 -0.11 0.218 15.00 -90.92 -7.62 -784.240.00 0.00 784.24 4,004.89 2,002.44 4,084.678,157.21 0.27 -0.17 0.215 20.00 -88.50 -7.60 -746.170.00 0.00 746.17 3,950.20 1,975.10 3,942.897,874.07 0.49 -0.23 0.212 25.00 -86.10 -7.57 -708.190.00 0.00 708.19 3,894.21 1,947.10 3,802.217,593.13 0.76 -0.29 0.208 30.00 -83.72 -7.54 -670.330.00 0.00 670.33 3,836.91 1,918.45 3,662.727,314.57 1.10 -0.35 0.205 35.00 -81.37 -7.50 -632.640.00 0.00 632.64 3,778.30 1,889.15 3,524.517,038.56 1.51 -0.42 0.201 40.00 -79.03 -7.46 -595.130.00 0.00 595.13 3,718.39 1,859.20 3,387.676,765.28 1.97 -0.48 0.197 44.00 -77.19 -7.43 -565.290.00 0.00 565.29 3,669.52 1,834.76 3,279.236,548.72 2.40 -0.53 0.193 45.00 -76.54 -7.41 -557.860.00 0.00 557.86 3,657.17 1,828.59 3,252.276,494.88 2.51 -0.54 0.192 49.50 -73.69 -7.37 -524.500.00 0.00 524.50 2,852.43 1,426.22 2,525.035,042.57 3.05 -0.60 0.234 50.00 -73.48 -7.35 -520.820.00 0.00 520.82 2,848.13 1,424.07 2,515.025,022.58 3.11 -0.60 0.233 55.00 -71.37 -7.31 -484.050.00 0.00 484.05 2,804.44 1,402.22 2,415.384,823.59 3.78 -0.68 0.226 60.00 -69.30 -7.26 -447.510.00 0.00 447.51 2,759.44 1,379.72 2,316.544,626.20 4.53 -0.75 0.218 65.00 -67.24 -7.20 -411.210.00 0.00 411.21 2,713.13 1,356.56 2,218.594,430.60 5.35 -0.82 0.210 70.00 -65.22 -7.14 -375.200.00 0.00 375.20 2,665.52 1,332.76 2,121.624,236.94 6.25 -0.89 0.201 75.00 -63.23 -7.08 -339.480.00 0.00 339.48 2,616.60 1,308.30 2,025.714,045.41 7.22 -0.96 0.192 80.00 -61.26 -7.01 -304.090.00 0.00 304.09 2,566.37 1,283.18 1,930.953,856.17 8.27 -1.03 0.181 85.00 -55.82 -6.40 -269.060.00 0.00 269.06 2,514.84 1,257.42 1,837.423,669.39 9.38 -1.10 0.169 89.25 -54.35 -6.35 -241.850.00 0.00 241.85 2,470.01 1,235.00 1,758.963,512.70 10.39 -1.15 0.160 90.00 -54.00 -6.32 -237.090.00 0.00 237.09 2,462.00 1,231.00 1,745.213,485.25 10.57 -1.16 0.158 93.75 -52.29 -6.26 -213.390.00 0.00 213.39 1,705.08 852.54 1,202.892,402.20 11.50 -1.21 0.208 95.00 -49.01 -5.84 -205.560.00 0.00 205.56 1,696.71 848.36 1,187.752,371.96 11.82 -1.22 0.202 100.00 -47.63 -5.76 -176.350.00 0.00 176.35 1,662.50 831.25 1,127.602,251.85 13.14 -1.29 0.185 105.00 -43.85 -5.37 -147.530.00 0.00 147.53 1,627.13 813.57 1,068.182,133.19 14.53 -1.36 0.165 110.00 -42.53 -5.28 -120.680.00 0.00 120.68 1,590.60 795.30 1,009.572,016.14 15.98 -1.42 0.146 115.00 -32.98 -4.19 -94.290.00 0.00 94.29 1,552.92 776.46 951.841,900.85 17.49 -1.47 0.120 120.00 -31.85 -4.09 -73.340.00 0.00 73.34 1,514.07 757.04 895.061,787.47 19.05 -1.51 0.103 125.00 -30.76 -3.98 -52.890.00 0.00 52.89 1,474.07 737.03 839.321,676.15 20.66 -1.55 0.084 130.00 -18.47 -2.53 -32.970.00 0.00 32.97 1,432.91 716.45 784.691,567.04 22.30 -1.58 0.055 135.00 -17.53 -2.45 -20.340.00 0.00 20.34 1,390.59 695.29 731.231,460.30 23.96 -1.60 0.040 135.75 -17.40 -2.41 -18.510.00 0.00 18.51 1,384.14 692.07 723.321,444.50 24.22 -1.60 0.038 139.00 -16.60 -2.36 -10.660.00 0.00 10.66 947.12 473.56 491.34981.22 25.31 -1.61 0.039 140.00 -6.56 -0.97 -8.310.00 0.00 8.31 941.98 470.99 484.57967.71 25.65 -1.61 0.024 145.00 -5.82 -0.88 -3.440.00 0.00 3.44 915.61 457.81 451.07900.81 27.34 -1.62 0.014 148.00 0.00 -0.72 -0.780.00 0.00 0.78 899.24 449.62 431.26861.24 28.35 -1.62 0.002 Page:10 Site Number: 4/10/2015 1:15:36 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 23 Iterations Wind Importance Factor :1.00 Serviceability 60 mph Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 59.2 0.0 0.0 0.0 59.2 0.0 0.0 0.0 5.00 117.1 1,056.6 0.0 262.9 117.1 1,319.6 0.0 0.0 10.00 114.8 1,035.4 0.0 262.9 114.8 1,298.3 0.0 0.0 15.00 114.2 1,014.1 0.0 262.9 114.2 1,277.1 0.0 0.0 20.00 116.6 992.9 0.0 262.9 116.6 1,255.8 0.0 0.0 25.00 119.6 971.6 0.0 262.9 119.6 1,234.5 0.0 0.0 30.00 121.6 950.3 0.0 262.9 121.6 1,213.3 0.0 0.0 35.00 122.8 929.1 0.0 262.9 122.8 1,192.0 0.0 0.0 40.00 111.1 907.8 0.0 262.9 111.1 1,170.7 0.0 0.0 44.00 62.0Bot - Section 2 710.9 0.0 210.3 62.0 921.3 0.0 0.0 45.00 68.9 324.3 0.0 52.6 68.9 376.9 0.0 0.0 49.50 62.7Top - Section 1 1,439.9 0.0 236.6 62.7 1,676.6 0.0 0.0 50.00 68.7 72.5 0.0 26.3 68.7 98.8 0.0 0.0 55.00 124.6 715.0 0.0 262.9 124.6 977.9 0.0 0.0 60.00 123.7 697.2 0.0 262.9 123.7 960.2 0.0 0.0 65.00 122.6 679.5 0.0 262.9 122.6 942.5 0.0 0.0 70.00 121.3 661.8 0.0 262.9 121.3 924.7 0.0 0.0 75.00 119.7 644.1 0.0 262.9 119.7 907.0 0.0 0.0 80.00 118.0 626.4 0.0 262.9 118.0 889.3 0.0 0.0 85.00 107.6Appertunance(s)608.6 555.9 0.0 0.0 1,062.0 0.0 262.9 663.5 1,933.6 0.0 0.0 89.25 57.7Bot - Section 3 503.4 0.0 202.6 57.7 706.0 0.0 0.0 90.00 51.8 158.7 0.0 35.8 51.8 194.4 0.0 0.0 93.75 57.3Top - Section 2 782.5 0.0 178.8 57.3 961.3 0.0 0.0 95.00 70.5Appertunance(s)115.2 401.0 0.0 0.0 1,554.0 0.0 59.6 471.4 1,728.8 0.0 0.0 100.00 111.3 452.0 0.0 213.7 111.3 665.7 0.0 0.0 105.00 108.9Appertunance(s)437.8 267.2 0.0 0.0 1,500.0 0.0 213.7 376.1 2,151.5 0.0 0.0 110.00 106.4 423.6 0.0 213.7 106.4 637.4 0.0 0.0 115.00 103.7Appertunance(s)409.5 1,134.8 0.0 0.0 2,881.3 0.0 213.7 1,238.5 3,504.5 0.0 0.0 120.00 101.0 395.3 0.0 172.0 101.0 567.3 0.0 0.0 125.00 98.2 381.1 0.0 172.0 98.2 553.1 0.0 0.0 130.00 95.3Appertunance(s)366.9 1,660.1 0.0 0.0 3,417.2 0.0 172.0 1,755.4 3,956.2 0.0 0.0 135.00 53.8 352.8 0.0 88.1 53.8 440.9 0.0 0.0 135.75 36.9Bot - Section 4 51.7 0.0 13.2 36.9 64.9 0.0 0.0 139.00 39.1Top - Section 3 388.4 0.0 57.3 39.1 445.7 0.0 0.0 140.00 53.6Appertunance(s)50.8 1,671.1 0.0 0.0 2,978.7 0.0 17.6 1,724.7 3,047.2 0.0 0.0 145.00 70.5 247.7 0.0 51.5 70.5 299.3 0.0 0.0 148.00 26.0Appertunance(s)143.5 945.4 0.0 1,199.9 2,112.9 0.0 30.9 971.4 2,287.4 0.0 0.0 Totals:9,974.03 42,781.5 0.00 0.00 Page:11 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 23 Iterations Wind Importance Factor :1.00 Serviceability 60 mph Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -42.78 -9.94 -1,122.480.00 0.00 1,122.48 4,161.11 2,080.55 4,515.819,018.21 0.00 0.00 0.259 5.00 -41.44 -9.87 -1,072.770.00 0.00 1,072.77 4,110.34 2,055.17 4,371.218,729.45 0.04 -0.07 0.256 10.00 -40.13 -9.81 -1,023.400.00 0.00 1,023.40 4,058.27 2,029.13 4,227.478,442.40 0.15 -0.14 0.252 15.00 -38.84 -9.74 -974.360.00 0.00 974.36 4,004.89 2,002.44 4,084.678,157.21 0.34 -0.22 0.248 20.00 -37.58 -9.67 -925.660.00 0.00 925.66 3,950.20 1,975.10 3,942.897,874.07 0.61 -0.29 0.244 25.00 -36.33 -9.59 -877.330.00 0.00 877.33 3,894.21 1,947.10 3,802.217,593.13 0.95 -0.36 0.240 30.00 -35.10 -9.50 -829.390.00 0.00 829.39 3,836.91 1,918.45 3,662.727,314.57 1.37 -0.44 0.236 35.00 -33.90 -9.42 -781.870.00 0.00 781.87 3,778.30 1,889.15 3,524.517,038.56 1.87 -0.52 0.231 40.00 -32.72 -9.33 -734.790.00 0.00 734.79 3,718.39 1,859.20 3,387.676,765.28 2.45 -0.59 0.226 44.00 -31.79 -9.28 -697.450.00 0.00 697.45 3,669.52 1,834.76 3,279.236,548.72 2.98 -0.66 0.221 45.00 -31.41 -9.23 -688.170.00 0.00 688.17 3,657.17 1,828.59 3,252.276,494.88 3.12 -0.67 0.220 49.50 -29.73 -9.17 -646.620.00 0.00 646.62 2,852.43 1,426.22 2,525.035,042.57 3.78 -0.74 0.267 50.00 -29.62 -9.13 -642.030.00 0.00 642.03 2,848.13 1,424.07 2,515.025,022.58 3.86 -0.75 0.266 55.00 -28.63 -9.03 -596.400.00 0.00 596.40 2,804.44 1,402.22 2,415.384,823.59 4.70 -0.84 0.257 60.00 -27.66 -8.94 -551.240.00 0.00 551.24 2,759.44 1,379.72 2,316.544,626.20 5.62 -0.93 0.248 65.00 -26.71 -8.84 -506.560.00 0.00 506.56 2,713.13 1,356.56 2,218.594,430.60 6.64 -1.02 0.238 70.00 -25.77 -8.74 -462.360.00 0.00 462.36 2,665.52 1,332.76 2,121.624,236.94 7.75 -1.10 0.228 75.00 -24.85 -8.64 -418.660.00 0.00 418.66 2,616.60 1,308.30 2,025.714,045.41 8.95 -1.19 0.216 80.00 -23.96 -8.54 -375.460.00 0.00 375.46 2,566.37 1,283.18 1,930.953,856.17 10.25 -1.27 0.204 85.00 -22.03 -7.86 -332.780.00 0.00 332.78 2,514.84 1,257.42 1,837.423,669.39 11.63 -1.36 0.190 89.25 -21.32 -7.80 -299.380.00 0.00 299.38 2,470.01 1,235.00 1,758.963,512.70 12.86 -1.42 0.179 90.00 -21.12 -7.75 -293.530.00 0.00 293.53 2,462.00 1,231.00 1,745.213,485.25 13.09 -1.44 0.177 93.75 -20.15 -7.69 -264.450.00 0.00 264.45 1,705.08 852.54 1,202.892,402.20 14.24 -1.49 0.232 95.00 -18.43 -7.19 -254.850.00 0.00 254.85 1,696.71 848.36 1,187.752,371.96 14.64 -1.51 0.225 100.00 -17.76 -7.08 -218.910.00 0.00 218.91 1,662.50 831.25 1,127.602,251.85 16.27 -1.60 0.205 105.00 -15.61 -6.67 -183.500.00 0.00 183.50 1,627.13 813.57 1,068.182,133.19 17.99 -1.68 0.181 110.00 -14.97 -6.56 -150.170.00 0.00 150.17 1,590.60 795.30 1,009.572,016.14 19.78 -1.75 0.158 115.00 -11.50 -5.22 -117.380.00 0.00 117.38 1,552.92 776.46 951.841,900.85 21.65 -1.82 0.131 120.00 -10.93 -5.11 -91.260.00 0.00 91.26 1,514.07 757.04 895.061,787.47 23.59 -1.87 0.109 125.00 -10.38 -5.01 -65.690.00 0.00 65.69 1,474.07 737.03 839.321,676.15 25.57 -1.92 0.085 130.00 -6.48 -3.12 -40.660.00 0.00 40.66 1,432.91 716.45 784.691,567.04 27.61 -1.95 0.056 135.00 -6.04 -3.05 -25.060.00 0.00 25.06 1,390.59 695.29 731.231,460.30 29.67 -1.98 0.039 135.75 -5.98 -3.01 -22.770.00 0.00 22.77 1,384.14 692.07 723.321,444.50 29.98 -1.98 0.036 139.00 -5.53 -2.96 -12.970.00 0.00 12.97 947.12 473.56 491.34981.22 31.33 -1.99 0.032 140.00 -2.55 -1.13 -10.010.00 0.00 10.01 941.98 470.99 484.57967.71 31.75 -1.99 0.023 145.00 -2.25 -1.05 -4.350.00 0.00 4.35 915.61 457.81 451.07900.81 33.84 -2.00 0.012 148.00 0.00 -0.97 -1.200.00 0.00 1.20 899.24 449.62 431.26861.24 35.10 -2.01 0.003 Page:12 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coeffiecient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.15 0.08 12 1.00 1.60 1.60 1.50 0.16 0.09 0.03 0.03 0.03 2.59 1.30 2.00 38.86 1.52 k k ): 1 L ): ): s E): ): a v ds): d1 ): s ): s s : : Page:13 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 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 at 1.0 Second Period (S Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): Spectral Response Acceleration for Short Period (S 0.15 0.08 1.00 1.60 1.60 1.50 0.16 0.09 2.59 1.30 s ): 1 E a v ds d1 ): ): : ): ): Segment (ft) Height Above Base Weight (lb)a b c Saz Horizontal Force (lb)(lb) Vertical Force Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method 36 1520.2801.0691.7851.852174 42146.50 35 2600.2290.8971.3301.752299 59142.50 34 590.1950.7831.0451.67968 12139.50 33 3870.1710.7090.8691.628446 66137.38 32 560.1510.6450.7221.58165 8135.38 31 3830.1230.5610.5381.515441 47132.50 30 4680.0800.4350.2891.403539 38127.50 29 4800.0440.3320.1131.295553 21122.50 28 4930.0150.248-0.0031.191567 7117.50 27 541-0.0080.182-0.0741.092623 -4112.50 26 554-0.0240.130-0.1110.997637 -14107.50 25 566-0.0340.090-0.1220.907652 -19102.50 24 578-0.0380.060-0.1150.820666 -2297.50 23 152-0.0370.045-0.1050.769175 -694.38 22 835-0.0340.036-0.0950.728961 -2891.88 21 169-0.0310.029-0.0850.693194 -589.63 20 613-0.0260.022-0.0720.655706 -1687.13 19 757-0.0140.013-0.0480.587872 -1182.50 18 7720.0010.008-0.0230.518889 077.50 17 7880.0150.0060.0000.454907 1272.50 16 8030.0260.0070.0200.393925 2167.50 15 8180.0350.0090.0360.337942 2862.50 14 8340.0400.0140.0480.285960 3357.50 13 8490.0420.0180.0570.238978 3652.50 12 860.0430.0210.0610.21499 449.75 11 1,4560.0430.0240.0640.1931,677 6347.25 10 3270.0430.0270.0660.171377 1444.50 9 8000.0430.0300.0680.152921 3442.00 8 1,0170.0420.0340.0700.1211,171 4337.50 7 1,0350.0410.0380.0710.0911,192 4232.50 6 1,0540.0400.0410.0720.0651,213 4227.50 5 1,0720.0390.0420.0710.0441,235 4122.50 4 1,0910.0370.0400.0670.0261,256 4017.50 3 1,1090.0330.0350.0590.0131,277 3712.50 Page:14 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless 2 1,1270.0260.0250.0440.0051,298 307.50 1 1,1460.0120.0100.0180.0011,320 142.50 RFS APXV18-206517S-C 690.3001.1401.9801.89079 21148.00 RFS ATMAA1412D-1A20 340.3001.1401.9801.89039 10148.00 Nokia FRIG w/o Solar 1410.3001.1401.9801.890162 42148.00 Raycap ASU9338TYP01 130.3001.1401.9801.89015 4148.00 Nokia FXFB 960.3001.1401.9801.890110 29148.00 Andrew TMBXX-6516-1800.3001.1401.9801.890208 54148.00 Flat Low Profile Pla 1,3030.3001.1401.9801.8901,500 389148.00 Ericsson RRUS A2 B2 570.2000.8011.0891.69166 11140.00 Ericsson RRUS A2 B4 570.2000.8011.0891.69166 11140.00 Ericsson RRUS B13 w/1880.2000.8011.0891.691216 37140.00 Ericsson RRUS12 B4/A 1490.2000.8011.0891.691172 30140.00 Ericsson RRUS-12 B2 1510.2000.8011.0891.691174 30140.00 Commscope RC3DC-830.2000.8011.0891.69196 17140.00 Antel LPD-7905/8 2540.2000.8011.0891.691292 51140.00 Kathrein 800 10865 3440.2000.8011.0891.691397 69140.00 Flat Low Profile Pla 1,3030.2000.8011.0891.6911,500 260140.00 Ericsson RRUS 11 (wi 2340.1010.4940.4031.458270 24130.00 Flat Platform w/ Han 1,7370.1010.4940.4031.4582,000 175130.00 Powerwave Allgon RA2 1460.1010.4940.4031.458168 15130.00 Ericsson KRY 112 81/590.1010.4940.4031.45868 6130.00 Raycap DC6-48-60-0-8 570.1010.4940.4031.45866 6130.00 KMW ET-X-UW-70-16-70 1350.1010.4940.4031.458155 14130.00 Commscope SBNHH-1290.1010.4940.4031.458149 13130.00 Ericsson FAB 102 863 140.1010.4940.4031.45816 1130.00 Ericsson KRY 112 71/460.1010.4940.4031.45853 5130.00 Ericsson RRUS 32 B30 1560.1010.4940.4031.458180 16130.00 Ericsson RRUS A2 390.1010.4940.4031.45845 4130.00 Powerwave Allgon LGP 2150.1010.4940.4031.458248 22130.00 Decibel DB846G90A-XY 800.0030.213-0.0441.14192 0115.00 Round Platform w/ Ha 1,7370.0030.213-0.0441.1412,000 5115.00 Samsung RRH-P4 (1.9 1640.0030.213-0.0441.141188 0115.00 Samsung RRH-C2A (w/1440.0030.213-0.0441.141165 0115.00 KMW ET-X-TS-70-15-62 730.0030.213-0.0441.14184 0115.00 Powerwave Allgon P90 370.0030.213-0.0441.14143 0115.00 Samsung 2.5GHz 8T8R 1560.0030.213-0.0441.141179 0115.00 KMW ET-X-WM-18-65-8P 950.0030.213-0.0441.141109 0115.00 Samsung Power Juncti 90.0030.213-0.0441.14110 0115.00 Samsung Fiber Juncti 90.0030.213-0.0441.14110 0115.00 Empty Round Low Prof 1,303-0.0300.109-0.1190.9511,500 -39105.00 EMS FR90-16-XXDP 47-0.0370.048-0.1080.77954 -295.00 Flat Low Profile Pla 1,303-0.0370.048-0.1080.7791,500 -4895.00 T-Arm w/ Working Pla 782-0.0210.017-0.0610.623900 -1685.00 EMS RV65-18-02DP 141-0.0210.017-0.0610.623162 -385.00 42,782 85.582 34.339 30.209 6.635 1,974 37,153 Segment (ft) Height Above Base Weight (lb)a b c Saz Horizontal Force (lb)(lb) Vertical Force Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method 36 1520.2801.0691.7851.852174 42146.50 35 2600.2290.8971.3301.752299 59142.50 34 590.1950.7831.0451.67968 12139.50 33 3870.1710.7090.8691.628446 66137.38 32 560.1510.6450.7221.58165 8135.38 31 3830.1230.5610.5381.515441 47132.50 30 4680.0800.4350.2891.403539 38127.50 29 4800.0440.3320.1131.295553 21122.50 28 4930.0150.248-0.0031.191567 7117.50 Page:15 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless 27 541-0.0080.182-0.0741.092623 -4112.50 26 554-0.0240.130-0.1110.997637 -14107.50 25 566-0.0340.090-0.1220.907652 -19102.50 24 578-0.0380.060-0.1150.820666 -2297.50 23 152-0.0370.045-0.1050.769175 -694.38 22 835-0.0340.036-0.0950.728961 -2891.88 21 169-0.0310.029-0.0850.693194 -589.63 20 613-0.0260.022-0.0720.655706 -1687.13 19 757-0.0140.013-0.0480.587872 -1182.50 18 7720.0010.008-0.0230.518889 077.50 17 7880.0150.0060.0000.454907 1272.50 16 8030.0260.0070.0200.393925 2167.50 15 8180.0350.0090.0360.337942 2862.50 14 8340.0400.0140.0480.285960 3357.50 13 8490.0420.0180.0570.238978 3652.50 12 860.0430.0210.0610.21499 449.75 11 1,4560.0430.0240.0640.1931,677 6347.25 10 3270.0430.0270.0660.171377 1444.50 9 8000.0430.0300.0680.152921 3442.00 8 1,0170.0420.0340.0700.1211,171 4337.50 7 1,0350.0410.0380.0710.0911,192 4232.50 6 1,0540.0400.0410.0720.0651,213 4227.50 5 1,0720.0390.0420.0710.0441,235 4122.50 4 1,0910.0370.0400.0670.0261,256 4017.50 3 1,1090.0330.0350.0590.0131,277 3712.50 2 1,1270.0260.0250.0440.0051,298 307.50 1 1,1460.0120.0100.0180.0011,320 142.50 RFS APXV18-206517S-C 690.3001.1401.9801.89079 21148.00 RFS ATMAA1412D-1A20 340.3001.1401.9801.89039 10148.00 Nokia FRIG w/o Solar 1410.3001.1401.9801.890162 42148.00 Raycap ASU9338TYP01 130.3001.1401.9801.89015 4148.00 Nokia FXFB 960.3001.1401.9801.890110 29148.00 Andrew TMBXX-6516-1800.3001.1401.9801.890208 54148.00 Flat Low Profile Pla 1,3030.3001.1401.9801.8901,500 389148.00 Ericsson RRUS A2 B2 570.2000.8011.0891.69166 11140.00 Ericsson RRUS A2 B4 570.2000.8011.0891.69166 11140.00 Ericsson RRUS B13 w/1880.2000.8011.0891.691216 37140.00 Ericsson RRUS12 B4/A 1490.2000.8011.0891.691172 30140.00 Ericsson RRUS-12 B2 1510.2000.8011.0891.691174 30140.00 Commscope RC3DC-830.2000.8011.0891.69196 17140.00 Antel LPD-7905/8 2540.2000.8011.0891.691292 51140.00 Kathrein 800 10865 3440.2000.8011.0891.691397 69140.00 Flat Low Profile Pla 1,3030.2000.8011.0891.6911,500 260140.00 Ericsson RRUS 11 (wi 2340.1010.4940.4031.458270 24130.00 Flat Platform w/ Han 1,7370.1010.4940.4031.4582,000 175130.00 Powerwave Allgon RA2 1460.1010.4940.4031.458168 15130.00 Ericsson KRY 112 81/590.1010.4940.4031.45868 6130.00 Raycap DC6-48-60-0-8 570.1010.4940.4031.45866 6130.00 KMW ET-X-UW-70-16-70 1350.1010.4940.4031.458155 14130.00 Commscope SBNHH-1290.1010.4940.4031.458149 13130.00 Ericsson FAB 102 863 140.1010.4940.4031.45816 1130.00 Ericsson KRY 112 71/460.1010.4940.4031.45853 5130.00 Ericsson RRUS 32 B30 1560.1010.4940.4031.458180 16130.00 Ericsson RRUS A2 390.1010.4940.4031.45845 4130.00 Powerwave Allgon LGP 2150.1010.4940.4031.458248 22130.00 Decibel DB846G90A-XY 800.0030.213-0.0441.14192 0115.00 Round Platform w/ Ha 1,7370.0030.213-0.0441.1412,000 5115.00 Samsung RRH-P4 (1.9 1640.0030.213-0.0441.141188 0115.00 Samsung RRH-C2A (w/1440.0030.213-0.0441.141165 0115.00 KMW ET-X-TS-70-15-62 730.0030.213-0.0441.14184 0115.00 Powerwave Allgon P90 370.0030.213-0.0441.14143 0115.00 Samsung 2.5GHz 8T8R 1560.0030.213-0.0441.141179 0115.00 KMW ET-X-WM-18-65-8P 950.0030.213-0.0441.141109 0115.00 Samsung Power Juncti 90.0030.213-0.0441.14110 0115.00 Page:16 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Samsung Fiber Juncti 90.0030.213-0.0441.14110 0115.00 Empty Round Low Prof 1,303-0.0300.109-0.1190.9511,500 -39105.00 EMS FR90-16-XXDP 47-0.0370.048-0.1080.77954 -295.00 Flat Low Profile Pla 1,303-0.0370.048-0.1080.7791,500 -4895.00 T-Arm w/ Working Pla 782-0.0210.017-0.0610.623900 -1685.00 EMS RV65-18-02DP 141-0.0210.017-0.0610.623162 -385.00 42,782 85.582 34.339 30.209 6.635 1,974 37,153 Segment (ft) Height Above Base Weight (lb)a b c Saz Horizontal Force (lb)(lb) Vertical Force Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method 36 1520.2801.0691.7851.852174 42146.50 35 2600.2290.8971.3301.752299 59142.50 34 590.1950.7831.0451.67968 12139.50 33 3870.1710.7090.8691.628446 66137.38 32 560.1510.6450.7221.58165 8135.38 31 3830.1230.5610.5381.515441 47132.50 30 4680.0800.4350.2891.403539 38127.50 29 4800.0440.3320.1131.295553 21122.50 28 4930.0150.248-0.0031.191567 7117.50 27 541-0.0080.182-0.0741.092623 -4112.50 26 554-0.0240.130-0.1110.997637 -14107.50 25 566-0.0340.090-0.1220.907652 -19102.50 24 578-0.0380.060-0.1150.820666 -2297.50 23 152-0.0370.045-0.1050.769175 -694.38 22 835-0.0340.036-0.0950.728961 -2891.88 21 169-0.0310.029-0.0850.693194 -589.63 20 613-0.0260.022-0.0720.655706 -1687.13 19 757-0.0140.013-0.0480.587872 -1182.50 18 7720.0010.008-0.0230.518889 077.50 17 7880.0150.0060.0000.454907 1272.50 16 8030.0260.0070.0200.393925 2167.50 15 8180.0350.0090.0360.337942 2862.50 14 8340.0400.0140.0480.285960 3357.50 13 8490.0420.0180.0570.238978 3652.50 12 860.0430.0210.0610.21499 449.75 11 1,4560.0430.0240.0640.1931,677 6347.25 10 3270.0430.0270.0660.171377 1444.50 9 8000.0430.0300.0680.152921 3442.00 8 1,0170.0420.0340.0700.1211,171 4337.50 7 1,0350.0410.0380.0710.0911,192 4232.50 6 1,0540.0400.0410.0720.0651,213 4227.50 5 1,0720.0390.0420.0710.0441,235 4122.50 4 1,0910.0370.0400.0670.0261,256 4017.50 3 1,1090.0330.0350.0590.0131,277 3712.50 2 1,1270.0260.0250.0440.0051,298 307.50 1 1,1460.0120.0100.0180.0011,320 142.50 RFS APXV18-206517S-C 690.3001.1401.9801.89079 21148.00 RFS ATMAA1412D-1A20 340.3001.1401.9801.89039 10148.00 Nokia FRIG w/o Solar 1410.3001.1401.9801.890162 42148.00 Raycap ASU9338TYP01 130.3001.1401.9801.89015 4148.00 Nokia FXFB 960.3001.1401.9801.890110 29148.00 Andrew TMBXX-6516-1800.3001.1401.9801.890208 54148.00 Flat Low Profile Pla 1,3030.3001.1401.9801.8901,500 389148.00 Ericsson RRUS A2 B2 570.2000.8011.0891.69166 11140.00 Ericsson RRUS A2 B4 570.2000.8011.0891.69166 11140.00 Ericsson RRUS B13 w/1880.2000.8011.0891.691216 37140.00 Ericsson RRUS12 B4/A 1490.2000.8011.0891.691172 30140.00 Ericsson RRUS-12 B2 1510.2000.8011.0891.691174 30140.00 Page:17 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Commscope RC3DC-830.2000.8011.0891.69196 17140.00 Antel LPD-7905/8 2540.2000.8011.0891.691292 51140.00 Kathrein 800 10865 3440.2000.8011.0891.691397 69140.00 Flat Low Profile Pla 1,3030.2000.8011.0891.6911,500 260140.00 Ericsson RRUS 11 (wi 2340.1010.4940.4031.458270 24130.00 Flat Platform w/ Han 1,7370.1010.4940.4031.4582,000 175130.00 Powerwave Allgon RA2 1460.1010.4940.4031.458168 15130.00 Ericsson KRY 112 81/590.1010.4940.4031.45868 6130.00 Raycap DC6-48-60-0-8 570.1010.4940.4031.45866 6130.00 KMW ET-X-UW-70-16-70 1350.1010.4940.4031.458155 14130.00 Commscope SBNHH-1290.1010.4940.4031.458149 13130.00 Ericsson FAB 102 863 140.1010.4940.4031.45816 1130.00 Ericsson KRY 112 71/460.1010.4940.4031.45853 5130.00 Ericsson RRUS 32 B30 1560.1010.4940.4031.458180 16130.00 Ericsson RRUS A2 390.1010.4940.4031.45845 4130.00 Powerwave Allgon LGP 2150.1010.4940.4031.458248 22130.00 Decibel DB846G90A-XY 800.0030.213-0.0441.14192 0115.00 Round Platform w/ Ha 1,7370.0030.213-0.0441.1412,000 5115.00 Samsung RRH-P4 (1.9 1640.0030.213-0.0441.141188 0115.00 Samsung RRH-C2A (w/1440.0030.213-0.0441.141165 0115.00 KMW ET-X-TS-70-15-62 730.0030.213-0.0441.14184 0115.00 Powerwave Allgon P90 370.0030.213-0.0441.14143 0115.00 Samsung 2.5GHz 8T8R 1560.0030.213-0.0441.141179 0115.00 KMW ET-X-WM-18-65-8P 950.0030.213-0.0441.141109 0115.00 Samsung Power Juncti 90.0030.213-0.0441.14110 0115.00 Samsung Fiber Juncti 90.0030.213-0.0441.14110 0115.00 Empty Round Low Prof 1,303-0.0300.109-0.1190.9511,500 -39105.00 EMS FR90-16-XXDP 47-0.0370.048-0.1080.77954 -295.00 Flat Low Profile Pla 1,303-0.0370.048-0.1080.7791,500 -4895.00 T-Arm w/ Working Pla 782-0.0210.017-0.0610.623900 -1685.00 EMS RV65-18-02DP 141-0.0210.017-0.0610.623162 -385.00 42,782 85.582 34.339 30.209 6.635 1,974 37,153 Segment (ft) Height Above Base Weight (lb)a b c Saz Horizontal Force (lb)(lb) Vertical Force Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 36 1520.2801.0691.7851.852174 42146.50 35 2600.2290.8971.3301.752299 59142.50 34 590.1950.7831.0451.67968 12139.50 33 3870.1710.7090.8691.628446 66137.38 32 560.1510.6450.7221.58165 8135.38 31 3830.1230.5610.5381.515441 47132.50 30 4680.0800.4350.2891.403539 38127.50 29 4800.0440.3320.1131.295553 21122.50 28 4930.0150.248-0.0031.191567 7117.50 27 541-0.0080.182-0.0741.092623 -4112.50 26 554-0.0240.130-0.1110.997637 -14107.50 25 566-0.0340.090-0.1220.907652 -19102.50 24 578-0.0380.060-0.1150.820666 -2297.50 23 152-0.0370.045-0.1050.769175 -694.38 22 835-0.0340.036-0.0950.728961 -2891.88 21 169-0.0310.029-0.0850.693194 -589.63 20 613-0.0260.022-0.0720.655706 -1687.13 19 757-0.0140.013-0.0480.587872 -1182.50 18 7720.0010.008-0.0230.518889 077.50 17 7880.0150.0060.0000.454907 1272.50 16 8030.0260.0070.0200.393925 2167.50 15 8180.0350.0090.0360.337942 2862.50 14 8340.0400.0140.0480.285960 3357.50 Page:18 Site Number: 4/10/2015 1:15:38 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless 13 8490.0420.0180.0570.238978 3652.50 12 860.0430.0210.0610.21499 449.75 11 1,4560.0430.0240.0640.1931,677 6347.25 10 3270.0430.0270.0660.171377 1444.50 9 8000.0430.0300.0680.152921 3442.00 8 1,0170.0420.0340.0700.1211,171 4337.50 7 1,0350.0410.0380.0710.0911,192 4232.50 6 1,0540.0400.0410.0720.0651,213 4227.50 5 1,0720.0390.0420.0710.0441,235 4122.50 4 1,0910.0370.0400.0670.0261,256 4017.50 3 1,1090.0330.0350.0590.0131,277 3712.50 2 1,1270.0260.0250.0440.0051,298 307.50 1 1,1460.0120.0100.0180.0011,320 142.50 RFS APXV18-206517S-C 690.3001.1401.9801.89079 21148.00 RFS ATMAA1412D-1A20 340.3001.1401.9801.89039 10148.00 Nokia FRIG w/o Solar 1410.3001.1401.9801.890162 42148.00 Raycap ASU9338TYP01 130.3001.1401.9801.89015 4148.00 Nokia FXFB 960.3001.1401.9801.890110 29148.00 Andrew TMBXX-6516-1800.3001.1401.9801.890208 54148.00 Flat Low Profile Pla 1,3030.3001.1401.9801.8901,500 389148.00 Ericsson RRUS A2 B2 570.2000.8011.0891.69166 11140.00 Ericsson RRUS A2 B4 570.2000.8011.0891.69166 11140.00 Ericsson RRUS B13 w/1880.2000.8011.0891.691216 37140.00 Ericsson RRUS12 B4/A 1490.2000.8011.0891.691172 30140.00 Ericsson RRUS-12 B2 1510.2000.8011.0891.691174 30140.00 Commscope RC3DC-830.2000.8011.0891.69196 17140.00 Antel LPD-7905/8 2540.2000.8011.0891.691292 51140.00 Kathrein 800 10865 3440.2000.8011.0891.691397 69140.00 Flat Low Profile Pla 1,3030.2000.8011.0891.6911,500 260140.00 Ericsson RRUS 11 (wi 2340.1010.4940.4031.458270 24130.00 Flat Platform w/ Han 1,7370.1010.4940.4031.4582,000 175130.00 Powerwave Allgon RA2 1460.1010.4940.4031.458168 15130.00 Ericsson KRY 112 81/590.1010.4940.4031.45868 6130.00 Raycap DC6-48-60-0-8 570.1010.4940.4031.45866 6130.00 KMW ET-X-UW-70-16-70 1350.1010.4940.4031.458155 14130.00 Commscope SBNHH-1290.1010.4940.4031.458149 13130.00 Ericsson FAB 102 863 140.1010.4940.4031.45816 1130.00 Ericsson KRY 112 71/460.1010.4940.4031.45853 5130.00 Ericsson RRUS 32 B30 1560.1010.4940.4031.458180 16130.00 Ericsson RRUS A2 390.1010.4940.4031.45845 4130.00 Powerwave Allgon LGP 2150.1010.4940.4031.458248 22130.00 Decibel DB846G90A-XY 800.0030.213-0.0441.14192 0115.00 Round Platform w/ Ha 1,7370.0030.213-0.0441.1412,000 5115.00 Samsung RRH-P4 (1.9 1640.0030.213-0.0441.141188 0115.00 Samsung RRH-C2A (w/1440.0030.213-0.0441.141165 0115.00 KMW ET-X-TS-70-15-62 730.0030.213-0.0441.14184 0115.00 Powerwave Allgon P90 370.0030.213-0.0441.14143 0115.00 Samsung 2.5GHz 8T8R 1560.0030.213-0.0441.141179 0115.00 KMW ET-X-WM-18-65-8P 950.0030.213-0.0441.141109 0115.00 Samsung Power Juncti 90.0030.213-0.0441.14110 0115.00 Samsung Fiber Juncti 90.0030.213-0.0441.14110 0115.00 Empty Round Low Prof 1,303-0.0300.109-0.1190.9511,500 -39105.00 EMS FR90-16-XXDP 47-0.0370.048-0.1080.77954 -295.00 Flat Low Profile Pla 1,303-0.0370.048-0.1080.7791,500 -4895.00 T-Arm w/ Working Pla 782-0.0210.017-0.0610.623900 -1685.00 EMS RV65-18-02DP 141-0.0210.017-0.0610.623162 -385.00 42,782 85.582 34.339 30.209 6.635 1,974 37,153 Page:19 Site Number: 4/10/2015 1:15:39 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Analysis Summary Load Case (kips) FZ Shear Reactions Axial FY (kips)(ft-kips) MX Moment Elev (ft)Ratio Interaction Max Usage Shear FX (kips) Moment MZ (ft-kips) Moment MY (ft-kips) 1.2D + 1.6W 35.83 0.00 51.26 0.00 0.00 4073.57 49.50 0.94 0.9D + 1.6W 35.78 0.00 38.42 0.00 0.00 4012.12 49.50 0.92 1.2D + 1.0Di + 1.0Wi 7.65 0.00 98.10 0.00 0.00 898.79 49.50 0.23 (1.2 + 0.2Sds) * DL + E ELFM 1.52 0.00 46.23 0.00 0.00 181.87 49.50 0.05 (1.2 + 0.2Sds) * DL + E EMAM 1.97 0.00 51.06 0.00 0.00 244.48 93.75 0.08 (0.9 - 0.2Sds) * DL + E ELFM 1.52 0.00 32.60 0.00 0.00 179.32 49.50 0.05 (0.9 - 0.2Sds) * DL + E EMAM 1.96 0.00 36.01 0.00 0.00 239.89 93.75 0.08 1.0D + 1.0W 9.94 0.00 42.78 0.00 0.00 1122.48 49.50 0.27 Page:20 Site Number: 4/10/2015 1:15:39 PM Code:92397 Site Name:North Carmel, IN © 2007 - 2015 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:60858622 Customer:Verizon Wireless Base Summary Reactions Original Design Analysis Moment (kip-ft) Axial (kip) Shear (kip) Moment (kip-ft) Axial (kip) Shear (kip) Moment Design % 3,350.00 29.00 30.00 4,073.57 98.10 35.83 90.07 Phi Mn Ratio Base Plate Yield Thick Width Style Poly Clip Len Effective (ksi)(in)(in)(in)Len (in)Sides Mu (kip-in)(kip-in) 50.0 3.000 58.000 Clipped 0 10.00 10.529 725.94 1066.10 0.68 Anchor Bolts Bolt Num Bolt Type Bolt Yield Ultimate Arrange Cluster Start Force Allow Ratio Ratio TensionCompression Circle Bolts Dia (in)(ksi)(ksi)(ksi)Dist (in) Angle (deg)(kip)(kip) Force (kip) Allow (kip) 60.00 16 2.25" 18J 2.25 75.00 100.00 Clustered 6.00 45.0 209.81 260.00 0.82 197.55 260.00 0.78 Page:21