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AST-000755-2017 A. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000755-2017 Date Issued: Tuesday, September 25, 2018 This is to certify that work requested to be done as shown by Permit Number AST-000755-2017 has been completed. Tax Map Number: 295.6-1-1 Location: 1127 WEST MOUNTAIN RD Owner: TOWN OF QUEENSBURY WATER DEPT Applicant: T-Mobile This structure may be occupied as a: New Antenna on Existing Water Tower (for T-Mobile) By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (- 41.49 4 fOt property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 a Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: AST-000755-2017 Tax Map No: 295.6-1-1 Permission is hereby granted to: T-Mobile For property located at: 1127 WEST MOUNTAIN RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: TOWN OF QUEENSBURY WATER DE1 Cell Tower $0.00 Owner Address: 823 Corinth RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Network Building&Consulting,LLC 6095 Marshalee DR,Suite 300 Elkridge,MD 21075 Plans&Specifications New Antenna on Existing Water Tower (for T-Mobile) $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 26,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o ueens /f Tue 26,2017 SIGNED BY: /9f for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ADDITION/ALTERATION PERMIT Permit#: A: qf,"D 2Z)1 APPLICATION Permit Fee: $ »� Torn of( uccnsbun 742 Bay Road,Queensbury,NY 12804 Invoice#: P: 518-761-8256 www.gueensburV.net Project Location: 1127 West Mountain Rd, Queensbury,NY 12804 Tax Map ID #: 295.6-1-1 Subdivision Name: CONTACT INFORMATION: Applicant: Name(s): T-Mobile c/o Katherine Blackwood Mailing Address, C/S/Z: 6095 Marshalee Drive, Suite 300, Elkridge, MD 21075 Cell Phone: 443 ) 742-0618 Land Line: 410 )719-7092 ext 1530 Email: kblackwood(anbcllc.com Primary Owner(s): Name(s): Town of Queensbury Water Dept Mailing Address, C/S/Z: 742 Bay Rd, Queensbury,NY 12804 Cell Phone: Land Line: � ) Email: • Contractor(s): Business Name: Network Building& Consulting LLC Contact Name(s): Mailing Address, C/S/Z: 6095 Marshalee Drive, Suite 300, Elkridge,MD 21075 Cell Phone: Land Line: 410 ) 712-7092 Email: • Architect(s)/Engineer(s): Business Name: AT Engineering Services Contact Name(s): Kyle Faust Mailing Address, C/S/Z: 3500 Regency Parkway, Suite 100, Cary NC 27518 Cell Phone: Land Line: � ) Email: Contact Person for Building & Code Compliance: Katherine Blackwood Cell Phone: 443 ) 742-0618 Land Line: 410 ) 712-7092 ext 1530 Email: kblackwood6-4nbcllc.com Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 NI "NI 'NV -11r" -,11/ -.111/ 'NV 'Mr- ,Ilv '411." 111110" 'Nr" ,IIV '441r- 'VP- 'NI- 4 3Goits.)33 THE INSPECTOR 5390 State Route 11,Burke,NY 12917 LI A 1-800-487-0535 www.theeleetricalinspectorcorn 1 Date:March 14,2018 Application No.On File:129835 kl P4 THIS CERTIFIES THAT T-Mobile 0 Only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of: 1 127 West Mountain Road Town of Queensbury Contractor: TSC Construction FA67 In the following location: Basement l'Ploor 2"Floor No.of Apt Garage Attic Outside X Commercial X Residence riL Was examined on 3/6/18 and found to be in compliance with the requirements of the National Electric Code. PA 1,1 GFCI Fixture Outlets Receptacles , Switches , Fixtures Cookirr;Decks — Ovens Dish Washers Exhaust Fans Smoke/Heat PA Incandescent Fluorescent Other Anti.RangesK.W. pint, ,.. K.W. Anti K.W. Amt. K.W. Amt. K.W. Detectors LI PA Ll PA LI Dryers Furnace Motors Dimmers 7 Water Heaters Unit Heaters Multi Outlet Sys. P Electric Heaters Amt. K.W. Oil H.P. Gas H.P. Amt. Watt Electric Oil Gas Anti Rating No.of Feet Anti K.w. Amt. K.W. Amt. K.W. Amt. K.W. A il— PA 0 PA - - Transformers Alarm System! Special Receptacle Panels Motors Signs Track Lighting Disposal Amt. KVA AN PS Det. Panel _ Anti. _ K.W. _ Amt. No.of circuis Rating Amt. , H.P. Amt. _ No.of Lamps No.of Heads , Amt. H.P. I I Service Disconnect Equipment Service Anti. Amp. Type Meter I Phase I Phase 3 Phase 3 Phase No.of CC. AWG. No.of AWG.of No.of AWG of 2W 3W 3W 4W Condlphase CC.coed. Neutrals Neutrals HI-Legs HI-Legs I 200 MCB I I 1 1 Other Apparatus i_ I j MP 2 5 2018 ...) 1 TOWN OF QUEENSBURY ..-Manager ...., -,,, .....7---17:40,e,._ I BUILDING&CODES Pi'51-- 4.5r-D-9,01/1- - "...AP' This certificate must not be altered in any manner;return to the office of THE INSPECTOR f incorrect. Inspector's credentials can be verified. 1 S B A 1/3 September 12, 2018 RE: Town of Queensbury Antenna Modification 1127 West Mountain Road Queensbury, NY 12804 Dear Mr. O'Brien: Pursuant to your request,SBA Network Services conducted a field inspection of the antenna modification at the above referenced site. Based upon our observations,the modification on the existing tower has been constructed in general conformance with the construction drawings dated 11/2/17, prepared by A.T. Engineering Service, PLLC. Should you have any questions or comments, please do not hesitate to contact us. ECEOVE Thank you, i fl SEP 12 20iti 1 TOWN OF QUEENSBURY Brent Bason •• BUILDING&CODES Construction Supervisor (412)491-4317 Mobile bbason@sbasite.com SBA Network Services,Inc. * 350 Johnson Street * Wilkes-Barre,Pa 18702 * Phone:570-880-0032 * Fax:570-880-0034 * www.sbasite.com Eng. Number OAA708561_C3_03 AAugust 16, 2017 AMERICANTOWER' C O P P O R A T I O N Table of Contents Introduction .................................................................................................................................... 1 SupportingDocuments .................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages .............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection,Twist,and Sway............................................................................................................... 3 StandardConditions ......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA708561_C3_03 AAugust 16, 2017 AMERICANTOWER* Page 1 C O R P O R A T I O N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 120 ft monopole to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings Nello Corporation Drawing#186068,dated January 14,2013 Foundation Drawing Nello Corporation Drawing#186069,dated October 26,2012 Geotechnical Report Tectonic Site#2005113048,dated June 7,2012 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/3/4" radial ice concurrent Code: ANSI/TIA-222-G/2015 1 BC Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.27,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. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www,americantower.com Eng. Number OAA708561_C3_03 August 16, 2017 AMERICANTOWER* Page 2 C O R P O R A T I O N Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 119.0 1 Raycap RxxDC-3315-PF-48(32 lbs) 118.0 3 Alcatel-Lucent RRH2X60-AWS 3 Alcatel-Lucent 1325 RRH4x30 (24)15/811 Coax 116.0 Sector Frames Verizon 117.0 6 96"x 6"Panel (1)11/4"Fiber 6 96"x 12"Panel 116.0 1 VZW Unused Reserve:17,892 sq in Equipment to be Removed Elevation'(ft) Mount RAD Qty Antenna Mount Type Lines Carrier No loading considered as to be removed Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 1 Aviat Networks CIDU 600 1 GPS 3 Ericsson RRUS 11 B12 3 Ericsson RRUS 11 B2 105.0 105.0 3 Ericsson RRUS 11 B4 Sector Frames (3)15/8"Hybriflex T-Mobile 1 RFS SC2-W100AC (2)1/2"Coax 3 Commscope HBX-9016DS-AIM 3 Commscope LNX-6515DS-AIM(38.8 lbs) 3 Commscope F-65C-R1 '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,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA708561_C3_03 August 16, 2017 AMERICANTOWER* Page 3 C O R P O R A T I O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 41% Pass Shaft 44% Pass Base Plate 15% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment (Kips-Ft) 1,772.2 39% Shear(Kips) 19.0 14% Axial (Kips) 32.2 29% 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) (`) Aviat Networks ODU 600 GPS Ericsson RRUS 11 B12 Ericsson RRUS 11 B4 105.0 Ericsson RRUS 11 B2 T-Mobile 0.610 0.596 RFS SC2-W100AC Commscope HBX-9016DS-AIM Commscope LNX-6515DS-A1M (38.8 lbs) Commscope F-65C-R1 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AMERICAN TOWER' C O R P O R A T 1 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, Inc. 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, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Job Information Pole : 414565 Code: ANSI/TIA-222-G Description : 120'Monopole Client: T-MOBILE Struct Class : II Location : Aviation&Dixon NY, NY Shape : 18 Sides Exposure : B 02007-2017 by ATC P LLC. All rights reserved. Height: 120.00 (ft) Topo : 1 Base Elev(ft): 0.00 Taper: 0.162544in/ft) 120'-0" 116-0" 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) 105'-01 1 26.500 47.32 51.63 0.375 0.000 0.162500 65 2 53.000 40.43 49.04 0.313 Slip Joint 81.000 0.162500 65 3 53.000 33.25 41.86 0.250 Slip Joint 69.000 0.162500 65 Discrete Appurtenance 53'0 Attach Force V4`Thick Elev (ft) Elev (ft) Qty Description (65 KSI) 116.000 116.000 3 Round Sector Frame 116.000 118.000 3 Alcatel-Lucent B25 RRH4x30 116.000 118.000 3 Alcatel-Lucent RRH2X60-AWS 116.000 119.000 1 Raycap RxxDC-3315-PF-48(32 Ib 116.000 117.000 6 96"x 6"Panel 116.000 116.000 1 VZW Unused Reserve: 17,892 116.000 117.000 6 96"x 12"Panel 105.000 105.000 3 Commscope F-65C-R1 105.000 105.000 3 Commscope LNX-6515DS-Ai M 105.000 105.000 3 Commscope HBX-9016DS-A1M 105.000 105.000 1 RFS SC2-W100AC 69' 105.000 105.000 3 Ericsson RRUS 11 B2 67-0' 105.000 105.000 3 Ericsson RRUS 11 B4 105.000 105.000 3 Ericsson RRUS 11 B12 120 0" 105.000 105.000 1 Aviat Networks ODU 600 105.000 105.000 1 GPS 105.000 105.000 3 Flat Li ht Sector Frame Linear Appurtenance Elev(ft) Exposed 53'-0' From To Description To Wind 5/16'Thick 0.000 105.0 1 5/8"Hybriflex No (65 KSI) 0.000 105.0 1/2"Coax No 0.000 116.0 1 1/4"Fiber No 0.000 116.0 1 5/8"Coax No Load Cases 26'-6". --- 1.213+1.6W 90 mph with No Ice 0.91)+1.6W 90 mph with No Ice(Reduced DL) 1.21)+1.01)i+1.0Wi 40 mph with 0.75 in Radial Ice $1. (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method 26 1 (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method 6' 31'8'Thick (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral (65 KSI) (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.OD+1.OW Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.213+1.6W 1772.25 19.01 32.20 0.913+1.6W 1762.95 19.00 24.15 1.213+1.013i+1.OWi 369.82 4.01 53.33 (1.2+0.2Sds)*DL+E ELFM 200.44 2.16 32.32 (1.2+0.2Sds)*DL+E EMAM 281.01 2.90 32.32 (0.9-0.2Sds)*DL+E ELFM 199.12 2.15 21.65 (0.9-0.2Sds)*DL+E EMAM 279.05 2.90 21.65 1.OD+1.OW 490.64 5.28 26.85 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 120'il` 0.00 0.000 0.000 116'-04� 4 113 T-0 53'43 L(4'Thick (65 KSI) 7Z'-9" JL 69' 67-0' 121343' 53'-0' 516"Thick (65 KSI) 26'-6" 81` 19'-91, 26'-6 3;B'Thick (65 KSI) Load Case : 1.2D + 1.6W 1 11 Max Ratio 43.99% at 26.5 ft 120.000 1 1 1.00 115.000 11 110.000 11• 105.000 1 100.000 1 95.000 1 1 90.000 85.000 1 80.000 75.000 70.000 65.000 c 0 60.000 m w 55.000 50.000 45.000 40.000 35.000 30.000 / 1 25.000 1 19.750 1 15.000 1 10.000 t - 5.000 s 0.000 1.00 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC P LLC. All rights reserved Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:38 PM Customer: T-MOBILE Analysis Parameters Location: WARREN County,NY Height(ft): 120 Code: ANSIITIA-222-G Base Diameter(in): 51.63 Shape: 18 Sides Top Diameter(in): 33.25 Pole Type: Taper Taper(in/ft) : 0.163 Pole Manfacturer: Rotation(deg): 0.00 Ice & Wind Parameters Structure Class: 11 Design Wind Speed Without Ice: 90 mph Exposure Category: B Design Wind Speed With Ice: 40 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): 1.42 TL (sec): 6 p: 1.3 C 5: 0.062 S': 0.273 SI: 0.082 C s Max: 0.062 Fa: 1.582 Fes: 2.400 C s Min: 0.030 Sds: 0.288 Shc: 0.131 Load Cases 1.213+1.6W 90 mph with No Ice 3.91)+1.6W 90 mph with No Ice(Reduced DL) 1.21)+1.01)i+1.OWi 40 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 1.01)+ 1.0W Serviceability 60 mph Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (lb) (sf) Factor (ft) (ft) 116.00 96"x 12" Panel 6 45.00 11.470 0.67 287.35 13.079 0.67 0.000 1.000 116.00 96"x 6" Panel 6 45.00 6.800 0.68 287.35 13.079 0.68 0.000 1.000 116.00 Alcatel-Lucent B25 RRH4x30 3 53.00 2.120 0.67 124.98 2.515 0.67 0.000 2.000 116.00 Alcatel-Lucent RRH2X60- 3 44.00 1.880 0.67 115.15 2.786 0.67 0.000 2.000 116.00 Raycap RxxDC-3315-PF-48 1 32.00 2.510 1.00 154.53 4.577 1.00 0.000 3.000 116.00 Round Sector Frame 3 300.00 14.400 0.75 659.08 30.559 0.75 0.000 0.000 116.00 VZW Unused Reserve: 1 1637.00 124.35 1.00 2,750.29 208.918 1.00 0.000 0.000 105.00 Aviat Networks ODU 600 1 11.00 0.900 0.50 44.59 1.300 0.50 0.000 0.000 105.00 Commscope F-65C-R1 3 61.70 14.170 0.69 282.12 10.404 0.69 0.000 0.000 105.00 Commscope HBX-9016DS- 3 16.80 5.410 0.70 40.78 0.757 0.70 0.000 0.000 Page: 1 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC F LLC. All rights reserved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:38 PM Customer: T-MOBILE 105.00 Commscope LNX-6515DS- 3 38.80 8.170 0.69 233.24 9.426 0.69 0.000 0.000 105.00 Ericsson RRUS 11 B12 3 50.70 2.790 0.67 133.17 3.442 0.67 0.000 0.000 105.00 Ericsson RRUS 11 B2 3 50.70 2.790 0.67 133.17 3.442 0.67 0.000 0.000 105.00 Ericsson RRUS 11 B4 3 50.70 2.790 0.67 133.17 3.442 0.67 0.000 0.000 105.00 Flat Light Sector Frame 3 400.00 17.900 0.75 690.31 32.455 0.75 0.000 0.000 105.00 GPS 1 10.00 1.000 0.50 46.59 0.923 0.50 0.000 0.000 105.00 RFS SC2-W100AC 1 22.00 4.800 1.00 149.14 4.374 1.00 0.000 0.000 Totals 47 5451.20 14,228.85 Number of Loadings : 17 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 0.00 116.00 1 1 1/4" Fiber 1.25 1.05 N 0.00 N Verizon 0.00 116.00 24 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon 0.00 105.00 3 1 5/8" Hybriflex 1.98 1.30 N 0.00 N T-Mobile 0.00 105.00 2 1/2" Coax 0.63 0.15 N 0.00 N T-Mobile Page: 2 Site Number: 414565 Code: ANSIITIA-222-G ©2007-2017by ATC P LLC. All rights reserved Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:38 PM Customer: T-MOBILE 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) (int) (in4) Ratio Ratio (ksi) (in3) (in3) (lb) 0.00 0.3750 51.630 61.004 20,248.1 22.87 137.68 74.5 772.4 0.0 0.0 5.00 0.3750 50.817 60.037 19,300.1 22.48 135.51 75.0 748.0 0.0 1,029.7 10.00 0.3750 50.005 59.069 18,382.2 22.10 133.35 75.4 724.1 0.0 1,013.2 15.00 0.3750 49.192 58.102 17,493.9 21.72 131.18 75.9 700.4 0.0 996.8 19.75 Bot-Section 2 0.3750 48.420 57.183 16,676.9 21.36 129.12 76.3 678.4 0.0 931.7 20.00 0.3750 48.379 57.135 16,634.6 21.34 129.01 76.3 677.2 0.0 89.7 25.00 0.3750 47.566 56.168 15,804.0 20.96 126.84 76.8 654.4 0.0 1,778.7 26.50 Top -Section 1 0.3125 47.948 47.246 13,544.9 25.64 153.43 71.2 556.4 0.0 527.7 30.00 0.3125 47.379 46.682 13,065.4 25.32 151.61 71.6 543.2 0.0 559.3 35.00 0.3125 46.566 45.876 12,400.2 24.86 149.01 72.2 524.5 0.0 787.4 40.00 0.3125 45.753 45.070 11,758.0 24.41 146.41 72.7 506.2 0.0 773.7 45.00 0.3125 44.941 44.264 11,138.3 23.95 143.81 73.2 488.2 0.0 760.0 50.00 0.3125 44.128 43.458 10,540.8 23.49 141.21 73.8 470.5 0.0 746.2 55.00 0.3125 43.315 42.652 9,965.1 23.03 138.61 74.3 453.1 0.0 732.5 60.00 0.3125 42.503 41.846 9,410.7 22.57 136.01 74.9 436.1 0.0 718.8 65.00 0.3125 41.690 41.040 8,877.3 22.11 133.41 75.4 419.4 0.0 705.1 57.00 Bot-Section 3 0.3125 41.365 40.717 8,669.7 21.93 132.37 75.6 412.8 0.0 278.2 70.00 0.3125 40.877 40.234 8,364.4 21.65 130.81 75.9 403.0 0.0 748.3 72.75 Top -Section 2 0.2500 40.930 32.278 6,748.9 27.46 163.72 69.1 324.8 0.0 678.1 75.00 0.2500 40.564 31.988 6,568.5 27.20 162.26 69.4 318.9 0.0 246.0 B0.00 0.2500 39.752 31.343 6,179.2 26.63 159.01 70.1 306.2 0.0 538.8 65.00 0.2500 38.939 30.699 5,805.6 26.05 155.76 70.8 293.7 0.0 527.8 90.00 0.2500 38.126 30.054 5,447.4 25.48 152.51 71.4 281.4 0.0 516.8 95.00 0.2500 37.314 29.409 5,104.2 24.91 149.25 72.1 269.4 0.0 505.8 100.0 0.2500 36.501 28.764 4,775.7 24.33 146.00 72.8 257.7 0.0 494.9 105.0 0.2500 35.688 28.119 4,461.7 23.76 142.75 73.5 246.2 0.0 483.9 110.0 0.2500 34.875 27.474 4,161.7 23.19 139.50 74.1 235.0 0.0 472.9 115.0 0.2500 34.063 26.829 3,875.5 22.61 136.25 74.8 224.1 0.0 462.0 116.0 0.2500 33.900 26.700 3,819.8 22.50 135.60 74.9 221.9 0.0 91.1 120.0 0.2500 33.250 26.185 3,602.7 22.04 133.00 75.5 213.4 0.0 359.9 18,555.0 Page: 3 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC F LLC. All rights reserved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:38 PM Customer: T-MOBILE Load Case: 1.21) + 1.6W 90 mph with No Ice 19 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead Load Factor:1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (lb) (Ib-ft) (Ib) 0.00 170.9 0.0 0.0 0.0 170.9 0.0 0.0 0.0 5.00 339.2 1,235.6 0.0 149.6 339.2 1,385.2 0.0 0.0 10.00 333.7 1,215.9 0.0 149.6 333.7 1,365.5 0.0 0.0 15.00 320.2 1,196.1 0.0 149.6 320.2 1,345.7 0.0 0.0 19.75 Bot-Section 2 162.9 1,118.0 0.0 142.1 162.9 1,260.1 0.0 0.0 20.00 170.4 107.7 0.0 7.5 170.4 115.1 0.0 0.0 25.00 210.3 2,134.4 0.0 149.6 210.3 2,284.0 0.0 0.0 26.50 Top-Section 1 159.5 633.3 0.0 44.9 159.5 678.1 0.0 0.0 30.00 271.9 671.2 0.0 104.7 271.9 775.9 0.0 0.0 35.00 324.8 944.9 0.0 149.6 324.8 1,094.4 0.0 0.0 40.00 331.6 928.4 0.0 149.6 331.6 1,078.0 0.0 0.0 45.00 336.9 912.0 0.0 149.6 336.9 1,061.5 0.0 0.0 50.00 341.0 895.5 0.0 149.6 341.0 1,045.1 0.0 0.0 55.00 343.9 879.0 0.0 149.6 343.9 1,028.6 0.0 0.0 60.00 346.0 862.6 0.0 149.6 346.0 1,012.2 0.0 0.0 65.00 242.9 846.1 0.0 149.6 242.9 995.7 0.0 0.0 67.00 Bot-Section 3 175.1 333.8 0.0 59.8 175.1 393.7 0.0 0.0 70.00 202.4 897.9 0.0 89.7 202.4 987.7 0.0 0.0 72.75 Top-Section 2 176.1 813.8 0.0 82.3 176.1 896.0 0.0 0.0 75.00 255.1 295.2 0.0 67.3 255.1 362.5 0.0 0.0 80.00 351.4 646.5 0.0 149.6 351.4 796.1 0.0 0.0 85.00 350.2 633.3 0.0 149.6 350.2 782.9 0.0 0.0 90.00 348.5 620.2 0.0 149.6 348.5 769.8 0.0 0.0 95.00 346.4 607.0 0.0 149.6 346.4 756.6 0.0 0.0 100.00 343.9 593.8 0.0 149.6 343.9 743.4 0.0 0.0 105.00 Appertunance(s) 340.9 580.7 3,278.0 0.0 0.0 2,461.4 0.0 149.6 3,619.0 3,191.7 0.0 0.0 110.00 337.6 567.5 0.0 124.4 337.6 691.9 0.0 0.0 115.00 201.3 554.4 0.0 124.4 201.3 678.7 0.0 0.0 116.00 Appertunance(s) 166.0 109.3 7,734.3 0.0 2,796.2 4,080.0 0.0 24.9 7,900.3 4,214.2 0.0 0.0 120.00 132.7 431.9 0.0 0.0 132.7 431.9 0.0 0.0 Totals: 19,146.3 32,222.3 0.00 0.00 Page: 4 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC P LLC. All rights reserved Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:39 PM Customer: T-MOBILE Load Case: 1.213+ 1.6W 90 mph with No Ice 19 Iterations 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 -32.20 -19.01 0.00 -1,772.25 0.00 1,772.25 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.419 5.00 -30.78 -18.73 0.00 -1,677.20 0.00 1,677.20 4,050.08 2,025.04 8,398.08 4,205.28 0.07 -0.12 0.407 10.00 -29.37 -18.46 0.00 -1,583.53 0.00 1,583.53 4,008.72 2,004.36 8,177.41 4,094.78 0.26 -0.24 0.394 15.00 -27.99 -18.19 0.00 -1,491.24 0.00 1,491.24 3,966.58 1,983.29 7,957.95 3,984.89 0.57 -0.36 0.381 19.75 -26.72 -18.04 0.00 -1,404.86 0.00 1,404.86 3,925.82 1,962.91 7,750.66 3,881.09 0.99 -0.47 0.369 20.00 -26.58 -17.90 0.00 -1,400.35 0.00 1,400.35 3,923.66 1,961.83 7,739.78 3,875.64 1.01 -0.48 0.368 25.00 -24.28 -17.70 0.00 -1,310.86 0.00 1,310.86 3,879.95 1,939.97 7,522.98 3,767.08 1.58 -0.59 0.354 26.50 -23.58 -17.56 0.00 -1,284.31 0.00 1,284.31 3,029.22 1,514.61 5,936.86 2,972.84 1.77 -0.63 0.440 30.00 -22.78 -17.32 0.00 -1,222.86 0.00 1,222.86 3,008.90 1,504.45 5,826.16 2,917.41 2.26 -0.71 0.427 35.00 -21.65 -17.03 0.00 -1,136.28 0.00 1,136.28 2,979.22 1,489.61 5,668.41 2,838.42 3.07 -0.84 0.408 40.00 -20.54 -16.72 0.00 -1,051.16 0.00 1,051.16 2,948.75 1,474.37 5,511.19 2,759.69 4.02 -0.96 0.388 45.00 -19.45 -16.41 0.00 -967.55 0.00 967.55 2,917.50 1,458.75 5,354.59 2,681.28 5.10 -1.09 0.368 50.00 -18.38 -16.08 0.00 -885.52 0.00 885.52 2,885.46 1,442.73 5,198.69 2,603.21 6.30 -1.20 0.347 55.00 -17.33 -15.75 0.00 -805.12 0.00 805.12 2,852.64 1,426.32 5,043.56 2,525.53 7.62 -1.32 0.325 60.00 -16.30 -15.41 0.00 -726.37 0.00 726.37 2,819.04 1,409.52 4,889.28 2,448.27 9.06 -1.43 0.303 65.00 -15.29 -15.16 0.00 -649.33 0.00 649.33 2,784.66 1,392.33 4,735.93 2,371.48 10.61 -1.53 0.279 67.00 -14.89 -14.99 0.00 -619.01 0.00 619.01 2,770.69 1,385.34 4,674.87 2,340.91 11.26 -1.57 0.270 70.00 -13.89 -14.77 0.00 -574.05 0.00 574.05 2,749.50 1,374.75 4,583.59 2,295.20 12.27 -1.63 0.255 72.75 -12.99 -14.58 0.00 -533.43 0.00 533.43 2,007.56 1,003.78 3,361.47 1,683.23 13.22 -1.68 0.324 75.00 -12.62 -14.33 0.00 -500.63 0.00 500.63 1,998.25 999.13 3,315.61 1,660.27 14.02 -1.72 0.308 80.00 -11.81 -13.97 0.00 -428.99 0.00 428.99 1,976.99 988.49 3,213.79 1,609.28 15.88 -1.82 0.273 85.00 -11.02 -13.61 0.00 -359.12 0.00 359.12 1,954.94 977.47 3,112.15 1,558.39 17.84 -1.91 0.236 90.00 -10.25 -13.25 0.00 -291.05 0.00 291.05 1,932.11 966.05 3,010.78 1,507.63 19.89 -1.99 0.199 95.00 -9.49 -12.89 0.00 -224.79 0.00 224.79 1,908.49 954.25 2,909.76 1,457.04 22.02 -2.06 0.159 100.00 -8.75 -12.53 0.00 -160.35 0.00 160.35 1,884.10 942.05 2,809.15 1,406.66 24.21 -2.12 0.119 105.00 -5.69 -8.79 0.00 -97.72 0.00 97.72 1,858.92 929.46 2,709.05 1,356.54 26.45 -2.15 0.075 110.00 -5.01 -8.43 0.00 -53.75 0.00 53.75 1,832.96 916.48 2,609.53 1,306.70 28.72 -2.18 0.044 115.00 -4.34 -8.20 0.00 -11.60 0.00 11.60 1,806.22 903.11 2,510.67 1,257.20 31.01 -2.19 0.012 116.00 -0.43 -0.15 0.00 -0.60 0.00 0.60 1,800.77 900.39 2,490.98 1,247.34 31.47 -2.19 0.001 120.00 0.00 -0.13 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 33.30 -2.19 0.000 Page: 5 Site Number: 414565 Code: ANSI/TIA-222-G 02007-2017byATCF LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:39 PM Customer: T-MOBILE Load Case: 0.913+ 1.6W 90 mph with No Ice (Reduced DL) 19 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead Load Factor:0.90 Wind Load Factor:1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (lb) (Ib) (Ib) (Ib-ft) (Ib) 0.00 170.9 0.0 0.0 0.0 170.9 0.0 0.0 0.0 5.00 339.2 926.7 0.0 112.2 339.2 1,038.9 0.0 0.0 10.00 333.7 911.9 0.0 112.2 333.7 1,024.1 0.0 0.0 15.00 320.2 897.1 0.0 112.2 320.2 1,009.3 0.0 0.0 19.75 Bot-Section 2 162.9 838.5 0.0 106.6 162.9 945.1 0.0 0.0 20.00 170.4 80.8 0.0 5.6 170.4 86.4 0.0 0.0 25.00 210.3 1,600.8 0.0 112.2 210.3 1,713.0 0.0 0.0 26.50 Top-Section 1 159.5 474.9 0.0 33.7 159.5 508.6 0.0 0.0 30.00 271.9 503.4 0.0 78.5 271.9 581.9 0.0 0.0 35.00 324.8 708.6 0.0 112.2 324.8 820.8 0.0 0.0 40.00 331.6 696.3 0.0 112.2 331.6 808.5 0.0 0.0 45.00 336.9 684.0 0.0 112.2 336.9 796.1 0.0 0.0 50.00 341.0 671.6 0.0 112.2 341.0 783.8 0.0 0.0 55.00 343.9 659.3 0.0 112.2 343.9 771.5 0.0 0.0 60.00 346.0 646.9 0.0 112.2 346.0 759.1 0.0 0.0 65.00 242.9 634.6 0.0 112.2 242.9 746.8 0.0 0.0 67.00 Bot-Section 3 175.1 250.4 0.0 44.9 175.1 295.3 0.0 0.0 70.00 202.4 673.5 0.0 67.3 202.4 740.8 0.0 0.0 72.75 Top-Section 2 176.1 610.3 0.0 61.7 176.1 672.0 0.0 0.0 75.00 255.1 221.4 0.0 50.5 255.1 271.9 0.0 0.0 80.00 351.4 484.9 0.0 112.2 351.4 597.1 0.0 0.0 85.00 350.2 475.0 0.0 112.2 350.2 587.2 0.0 0.0 90.00 348.5 465.1 0.0 112.2 348.5 577.3 0.0 0.0 95.00 346.4 455.3 0.0 112.2 346.4 567.4 0.0 0.0 100.00 343.9 445.4 0.0 112.2 343.9 557.6 0.0 0.0 105.00 Appertunance(s) 340.9 435.5 3,278.0 0.0 0.0 1,846.1 0.0 112.2 3,619.0 2,393.8 0.0 0.0 110.00 337.6 425.6 0.0 93.3 337.6 518.9 0.0 0.0 115.00 201.3 415.8 0.0 93.3 201.3 509.0 0.0 0.0 116.00 Appertunance(s) 166.0 82.0 7,734.3 0.0 2,796.2 3,060.0 0.0 18.7 7,900.3 3,160.6 0.0 0.0 120.00 132.7 323.9 0.0 0.0 132.7 323.9 0.0 0.0 Totals: 19,146.3 24,166.7 0.00 0.00 Page: 6 Site Number: 414565 Code: ANSI/TIA-222-G (9 2007-2017by ATC F LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:40 PM Customer: T-MOBILE Load Case: 0.91) + 1.6W 90 mph with No Ice (Reduced DL) 19 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 -24.15 -19.00 0.00 -1,762.95 0.00 1,762.95 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.414 5.00 -23.07 -18.71 0.00 -1,667.94 0.00 1,667.94 4,050.08 2,025.04 8,398.08 4,205.28 0.06 -0.12 0.402 10.00 -22.01 -18.42 0.00 -1,574.40 0.00 1,574.40 4,008.72 2,004.36 8,177.41 4,094.78 0.26 -0.24 0.390 15.00 -20.96 -18.13 0.00 -1,482.31 0.00 1,482.31 3,966.58 1,983.29 7,957.95 3,984.89 0.57 -0.36 0.377 19.75 -20.00 -17.98 0.00 -1,396.17 0.00 1,396.17 3,925.82 1,962.91 7,750.66 3,881.09 0.98 -0.47 0.365 20.00 -19.90 -17.83 0.00 -1,391.68 0.00 1,391.68 3,923.66 1,961.83 7,739.78 3,875.64 1.01 -0.48 0.364 25.00 -18.16 -17.63 0.00 -1,302.50 0.00 1,302.50 3,879.95 1,939.97 7,522.98 3,767.08 1.57 -0.59 0.351 26.50 -17.64 -17.49 0.00 -1,276.06 0.00 1,276.06 3,029.22 1,514.61 5,936.86 2,972.84 1.76 -0.63 0.435 30.00 -17.03 -17.24 0.00 -1,214.86 0.00 1,214.86 3,008.90 1,504.45 5,826.16 2,917.41 2.25 -0.71 0.422 35.00 -16.18 -16.94 0.00 -1,128.67 0.00 1,128.67 2,979.22 1,489.61 5,668.41 2,838.42 3.06 -0.83 0.403 40.00 -15.34 -16.63 0.00 -1,043.99 0.00 1,043.99 2,948.75 1,474.37 5,511.19 2,759.69 4.00 -0.96 0.384 45.00 -14.51 -16.31 0.00 -960.86 0.00 960.86 2,917.50 1,458.75 5,354.59 2,681.28 5.06 -1.08 0.363 50.00 -13.70 -15.98 0.00 -879.33 0.00 879.33 2,885.46 1,442.73 5,198.69 2,603.21 6.26 -1.20 0.343 55.00 -12.91 -15.64 0.00 -799.45 0.00 799.45 2,852.64 1,426.32 5,043.56 2,525.53 7.57 -1.31 0.321 60.00 -12.13 -15.30 0.00 -721.25 0.00 721.25 2,819.04 1,409.52 4,889.28 2,448.27 9.00 -1.42 0.299 65.00 -11.37 -15.05 0.00 -644.75 0.00 644.75 2,784.66 1,392.33 4,735.93 2,371.48 10.54 -1.52 0.276 67.00 -11.07 -14.88 0.00 -614.65 0.00 614.65 2,770.69 1,385.34 4,674.87 2,340.91 11.19 -1.56 0.267 70.00 -10.32 -14.66 0.00 -570.02 0.00 570.02 2,749.50 1,374.75 4,583.59 2,295.20 12.19 -1.62 0.252 72.75 -9.64 -14.48 0.00 -529.69 0.00 529.69 2,007.56 1,003.78 3,361.47 1,683.23 13.14 -1.67 0.320 75.00 -9.36 -14.23 0.00 -497.11 0.00 497.11 1,998.25 999.13 3,315.61 1,660.27 13.94 -1.71 0.304 80.00 -8.75 -13.87 0.00 -425.99 0.00 425.99 1,976.99 988.49 3,213.79 1,609.28 15.78 -1.81 0.269 85.00 -8.15 -13.51 0.00 -356.63 0.00 356.63 1,954.94 977.47 3,112.15 1,558.39 17.73 -1.90 0.233 90.00 -7.57 -13.16 0.00 -289.06 0.00 289.06 1,932.11 966.05 3,010.78 1,507.63 19.77 -1.98 0.196 95.00 -7.00 -12.80 0.00 -223.28 0.00 223.28 1,908.49 954.25 2,909.76 1,457.04 21.88 -2.05 0.157 100.00 -6.45 -12.44 0.00 -159.30 0.00 159.30 1,884.10 942.05 2,809.15 1,406.66 24.06 -2.10 0.117 105.00 -4.19 -8.74 0.00 -97.11 0.00 97.11 1,858.92 929.46 2,709.05 1,356.54 26.28 -2.14 0.074 110.00 -3.68 -8.38 0.00 -53.43 0.00 53.43 1,832.96 916.48 2,609.53 1,306.70 28.53 -2.16 0.043 115.00 -3.18 -8.16 0.00 -11.53 0.00 11.53 1,806.22 903.11 2,510.67 1,257.20 30.81 -2.17 0.011 116.00 -0.32 -0.14 0.00 -0.58 0.00 0.58 1,800.77 900.39 2,490.98 1,247.34 31.26 -2.18 0.001 120.00 0.00 -0.13 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 33.09 -2.18 0.000 Page: 7 Site Number: 414565 Code: ANSI/TIA-222-G (9 2007-2017by ATC F LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:40 PM Customer: T-MOBILE Load Case: 1.21) + 1.01)i + 1.OWi 40 mph with 0.75 in Radial Ice 18 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 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (lb) (Ib-ft) (lb) 0.00 40.7 0.0 0.0 0.0 40.7 0.0 0.0 0.0 5.00 81.0 1,613.0 0.0 149.6 81.0 1,762.5 0.0 0.0 10.00 80.0 1,631.5 0.0 149.6 80.0 1,781.1 0.0 0.0 15.00 77.0 1,627.2 0.0 149.6 77.0 1,776.8 0.0 0.0 19.75 Bot-Section 2 39.2 1,535.2 0.0 142.1 39.2 1,677.3 0.0 0.0 20.00 41.1 130.2 0.0 7.5 41.1 137.7 0.0 0.0 25.00 50.8 2,583.2 0.0 149.6 50.8 2,732.8 0.0 0.0 26.50 Top-Section 1 38.6 769.1 0.0 44.9 38.6 814.0 0.0 0.0 30.00 65.8 987.6 0.0 104.7 65.8 1,092.3 0.0 0.0 35.00 78.8 1,395.8 0.0 149.6 78.8 1,545.3 0.0 0.0 40.00 80.6 1,378.3 0.0 149.6 80.6 1,527.8 0.0 0.0 45.00 82.0 1,359.8 0.0 149.6 82.0 1,509.4 0.0 0.0 50.00 83.1 1,340.6 0.0 149.6 83.1 1,490.2 0.0 0.0 55.00 84.0 1,320.8 0.0 149.6 84.0 1,470.4 0.0 0.0 60.00 84.7 1,300.4 0.0 149.6 84.7 1,450.0 0.0 0.0 65.00 59.5 1,279.6 0.0 149.6 59.5 1,429.2 0.0 0.0 67.00 Bot-Section 3 43.0 506.9 0.0 59.8 43.0 566.7 0.0 0.0 70.00 49.7 1,158.6 0.0 89.7 49.7 1,248.4 0.0 0.0 72.75 Top-Section 2 43.3 1,051.2 0.0 82.3 43.3 1,133.5 0.0 0.0 75.00 62.8 488.6 0.0 67.3 62.8 555.9 0.0 0.0 80.00 86.6 1,070.0 0.0 149.6 86.6 1,219.5 0.0 0.0 85.00 86.5 1,051.2 0.0 149.6 86.5 1,200.8 0.0 0.0 90.00 86.2 1,032.1 0.0 149.6 86.2 1,181.7 0.0 0.0 95.00 85.9 1,012.9 0.0 149.6 85.9 1,162.5 0.0 0.0 100.00 85.5 993.5 0.0 149.6 85.5 1,143.0 0.0 0.0 105.00 Appertunance(s) 84.9 973.8 471.3 0.0 0.0 5,258.5 0.0 149.6 556.2 6,381.9 0.0 0.0 110.00 84.3 954.0 0.0 124.4 84.3 1,078.4 0.0 0.0 115.00 50.3 934.1 0.0 124.4 50.3 1,058.4 0.0 0.0 116.00 Appertunance(s) 41.6 185.1 1,578.6 0.0 499.4 12,267.6 0.0 24.9 1,620.2 12,477.6 0.0 0.0 120.00 33.3 730.2 0.0 0.0 33.3 730.2 0.0 0.0 Totals: 4,040.57 53,335.3 0.00 0.00 Page: 8 Site Number: 414565 Code: ANSI/TIA-222-G 02007-2017byATC P LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:41 PM Customer: T-MOBILE Load Case: 1.213+ 1.01)i + 1.OWi 40 mph with 0.75 in Radial Ice 18 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 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 -53.33 -4.01 0.00 -369.82 0.00 369.82 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.099 5.00 -51.57 -3.95 0.00 -349.76 0.00 349.76 4,050.08 2,025.04 8,398.08 4,205.28 0.01 -0.03 0.096 10.00 -49.79 -3.89 0.00 -330.00 0.00 330.00 4,008.72 2,004.36 8,177.41 4,094.78 0.05 -0.05 0.093 15.00 -48.01 -3.83 0.00 -310.53 0.00 310.53 3,966.58 1,983.29 7,957.95 3,984.89 0.12 -0.08 0.090 19.75 -46.33 -3.80 0.00 -292.32 0.00 292.32 3,925.82 1,962.91 7,750.66 3,881.09 0.21 -0.10 0.087 20.00 -46.19 -3.77 0.00 -291.37 0.00 291.37 3,923.66 1,961.83 7,739.78 3,875.64 0.21 -0.10 0.087 25.00 -43.46 -3.73 0.00 -272.52 0.00 272.52 3,879.95 1,939.97 7,522.98 3,767.08 0.33 -0.12 0.084 26.50 -42.64 -3.70 0.00 -266.93 0.00 266.93 3,029.22 1,514.61 5,936.86 2,972.84 0.37 -0.13 0.104 30.00 -41.55 -3.64 0.00 -253.99 0.00 253.99 3,008.90 1,504.45 5,826.16 2,917.41 0.47 -0.15 0.101 35.00 -40.00 -3.58 0.00 -235.78 0.00 235.78 2,979.22 1,489.61 5,668.41 2,838.42 0.64 -0.17 0.097 40.00 -38.47 -3.51 0.00 -217.89 0.00 217.89 2,948.75 1,474.37 5,511.19 2,759.69 0.84 -0.20 0.092 45.00 -36.96 -3.44 0.00 -200.34 0.00 200.34 2,917.50 1,458.75 5,354.59 2,681.28 1.06 -0.23 0.087 50.00 -35.47 -3.36 0.00 -183.15 0.00 183.15 2,885.46 1,442.73 5,198.69 2,603.21 1.31 -0.25 0.083 55.00 -34.00 -3.29 0.00 -166.33 0.00 166.33 2,852.64 1,426.32 5,043.56 2,525.53 1.59 -0.27 0.078 60.00 -32.55 -3.21 0.00 -149.90 0.00 149.90 2,819.04 1,409.52 4,889.28 2,448.27 1.88 -0.30 0.073 65.00 -31.12 -3.15 0.00 -133.86 0.00 133.86 2,784.66 1,392.33 4,735.93 2,371.48 2.21 -0.32 0.068 67.00 -30.55 -3.11 0.00 -127.56 0.00 127.56 2,770.69 1,385.34 4,674.87 2,340.91 2.34 -0.33 0.066 70.00 -29.31 -3.06 0.00 -118.24 0.00 118.24 2,749.50 1,374.75 4,583.59 2,295.20 2.55 -0.34 0.062 72.75 -28.17 -3.01 0.00 -109.83 0.00 109.83 2,007.56 1,003.78 3,361.47 1,683.23 2.75 -0.35 0.079 75.00 -27.62 -2.95 0.00 -103.06 0.00 103.06 1,998.25 999.13 3,315.61 1,660.27 2.92 -0.36 0.076 80.00 -26.40 -2.87 0.00 -88.30 0.00 88.30 1,976.99 988.49 3,213.79 1,609.28 3.30 -0.38 0.068 85.00 -25.19 -2.78 0.00 -73.97 0.00 73.97 1,954.94 977.47 3,112.15 1,558.39 3.71 -0.40 0.060 90.00 -24.01 -2.69 0.00 -60.07 0.00 60.07 1,932.11 966.05 3,010.78 1,507.63 4.13 -0.41 0.052 95.00 -22.85 -2.60 0.00 -46.61 0.00 46.61 1,908.49 954.25 2,909.76 1,457.04 4.57 -0.43 0.044 100.00 -21.71 -2.51 0.00 -33.60 0.00 33.60 1,884.10 942.05 2,809.15 1,406.66 5.03 -0.44 0.035 105.00 -15.33 -1.91 0.00 -21.04 0.00 21.04 1,858.92 929.46 2,709.05 1,356.54 5.49 -0.45 0.024 110.00 -14.25 -1.82 0.00 -11.50 0.00 11.50 1,832.96 916.48 2,609.53 1,306.70 5.96 -0.45 0.017 115.00 -13.19 -1.76 0.00 -2.41 0.00 2.41 1,806.22 903.11 2,510.67 1,257.20 6.44 -0.45 0.009 116.00 -0.73 -0.04 0.00 -0.16 0.00 0.16 1,800.77 900.39 2,490.98 1,247.34 6.53 -0.45 0.001 120.00 0.00 -0.03 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 6.91 -0.45 0.000 Page: 9 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017 by ATC 1P LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:41 PM Customer: T-MOBILE Load Case: 1.01) + 1.OW Serviceability 60 mph 18 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead Load Factor:1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib-ft) (Ib-ft) (lb) (lb) (lb) (lb) (Ib) (Ib-ft) (Ib) 0.00 47.5 0.0 0.0 0.0 47.5 0.0 0.0 0.0 5.00 94.2 1,029.7 0.0 124.7 94.2 1,154.3 0.0 0.0 10.00 92.7 1,013.2 0.0 124.7 92.7 1,137.9 0.0 0.0 15.00 89.0 996.8 0.0 124.7 89.0 1,121.4 0.0 0.0 19.75 Bot-Section 2 45.3 931.7 0.0 118.4 45.3 1,050.1 0.0 0.0 20.00 47.3 89.7 0.0 6.2 47.3 96.0 0.0 0.0 25.00 58.4 1,778.7 0.0 124.7 58.4 1,903.3 0.0 0.0 26.50 Top-Section 1 44.3 527.7 0.0 37.4 44.3 565.1 0.0 0.0 30.00 75.5 559.3 0.0 87.3 75.5 646.6 0.0 0.0 35.00 90.2 787.4 0.0 124.7 90.2 912.0 0.0 0.0 40.00 92.1 773.7 0.0 124.7 92.1 898.3 0.0 0.0 45.00 93.6 760.0 0.0 124.7 93.6 884.6 0.0 0.0 50.00 94.7 746.2 0.0 124.7 94.7 870.9 0.0 0.0 55.00 95.5 732.5 0.0 124.7 95.5 857.2 0.0 0.0 60.00 96.1 718.8 0.0 124.7 96.1 843.5 0.0 0.0 65.00 67.5 705.1 0.0 124.7 67.5 829.8 0.0 0.0 67.00 Bot-Section 3 48.6 278.2 0.0 49.9 48.6 328.1 0.0 0.0 70.00 56.2 748.3 0.0 74.8 56.2 823.1 0.0 0.0 72.75 Top-Section 2 48.9 678.1 0.0 68.6 48.9 746.7 0.0 0.0 75.00 70.9 246.0 0.0 56.1 70.9 302.1 0.0 0.0 80.00 97.6 538.8 0.0 124.7 97.6 663.4 0.0 0.0 85.00 97.3 527.8 0.0 124.7 97.3 652.4 0.0 0.0 90.00 96.8 516.8 0.0 124.7 96.8 641.5 0.0 0.0 95.00 96.2 505.8 0.0 124.7 96.2 630.5 0.0 0.0 100.00 95.5 494.9 0.0 124.7 95.5 619.5 0.0 0.0 105.00 Appertunance(s) 94.7 483.9 910.6 0.0 0.0 2,051.2 0.0 124.7 1,005.3 2,659.8 0.0 0.0 110.00 93.8 472.9 0.0 103.7 93.8 576.6 0.0 0.0 115.00 55.9 462.0 0.0 103.7 55.9 565.6 0.0 0.0 116.00 Appertunance(s) 46.1 91.1 2,148.4 0.0 776.7 3,400.0 0.0 20.7 2,194.5 3,511.8 0.0 0.0 120.00 36.9 359.9 0.0 0.0 36.9 359.9 0.0 0.0 Totals: 5,318.42 26,851.9 0.00 0.00 Page: 10 Site Number: 414565 Code: ANSI/TIA-222-G 02007-2017byATCF LLC. All right;reserved Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE Load Case: 1.OD + 1.OW Serviceability 60 mph 18 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 -26.85 -5.28 0.00 -490.64 0.00 490.64 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.120 5.00 -25.69 -5.20 0.00 -464.25 0.00 464.25 4,050.08 2,025.04 8,398.08 4,205.28 0.02 -0.03 0.117 10.00 -24.55 -5.12 0.00 -438.26 0.00 438.26 4,008.72 2,004.36 8,177.41 4,094.78 0.07 -0.07 0.113 15.00 -23.43 -5.04 0.00 -412.66 0.00 412.66 3,966.58 1,983.29 7,957.95 3,984.89 0.16 -0.10 0.109 19.75 -22.38 -5.00 0.00 -388.71 0.00 388.71 3,925.82 1,962.91 7,750.66 3,881.09 0.27 -0.13 0.106 20.00 -22.28 -4.96 0.00 -387.46 0.00 387.46 3,923.66 1,961.83 7,739.78 3,875.64 0.28 -0.13 0.106 25.00 -20.37 -4.90 0.00 -362.66 0.00 362.66 3,879.95 1,939.97 7,522.98 3,767.08 0.44 -0.16 0.102 26.50 -19.81 -4.86 0.00 -355.31 0.00 355.31 3,029.22 1,514.61 5,936.86 2,972.84 0.49 -0.17 0.126 30.00 -19.16 -4.80 0.00 -338.29 0.00 338.29 3,008.90 1,504.45 5,826.16 2,917.41 0.63 -0.20 0.122 35.00 -18.24 -4.71 0.00 -314.31 0.00 314.31 2,979.22 1,489.61 5,668.41 2,838.42 0.85 -0.23 0.117 40.00 -17.34 -4.63 0.00 -290.75 0.00 290.75 2,948.75 1,474.37 5,511.19 2,759.69 1.11 -0.27 0.111 45.00 -16.46 -4.54 0.00 -267.61 0.00 267.61 2,917.50 1,458.75 5,354.59 2,681.28 1.41 -0.30 0.105 50.00 -15.58 -4.45 0.00 -244.92 0.00 244.92 2,885.46 1,442.73 5,198.69 2,603.21 1.74 -0.33 0.099 55.00 -14.73 -4.36 0.00 -222.68 0.00 222.68 2,852.64 1,426.32 5,043.56 2,525.53 2.11 -0.36 0.093 60.00 -13.88 -4.26 0.00 -200.90 0.00 200.90 2,819.04 1,409.52 4,889.28 2,448.27 2.51 -0.39 0.087 65.00 -13.05 -4.19 0.00 -179.60 0.00 179.60 2,784.66 1,392.33 4,735.93 2,371.48 2.94 -0.42 0.080 67.00 -12.72 -4.14 0.00 -171.21 0.00 171.21 2,770.69 1,385.34 4,674.87 2,340.91 3.12 -0.43 0.078 70.00 -11.90 -4.08 0.00 -158.78 0.00 158.78 2,749.50 1,374.75 4,583.59 2,295.20 3.39 -0.45 0.074 72.75 -11.15 -4.03 0.00 -147.55 0.00 147.55 2,007.56 1,003.78 3,361.47 1,683.23 3.66 -0.47 0.093 75.00 -10.85 -3.96 0.00 -138.48 0.00 138.48 1,998.25 999.13 3,315.61 1,660.27 3.88 -0.48 0.089 80.00 -10.18 -3.86 0.00 -118.67 0.00 118.67 1,976.99 988.49 3,213.79 1,609.28 4.40 -0.50 0.079 85.00 -9.53 -3.76 0.00 -99.35 0.00 99.35 1,954.94 977.47 3,112.15 1,558.39 4.94 -0.53 0.069 90.00 -8.89 -3.67 0.00 -80.52 0.00 80.52 1,932.11 966.05 3,010.78 1,507.63 5.50 -0.55 0.058 95.00 -8.26 -3.57 0.00 -62.20 0.00 62.20 1,908.49 954.25 2,909.76 1,457.04 6.09 -0.57 0.047 100.00 -7.64 -3.47 0.00 -44.37 0.00 44.37 1,884.10 942.05 2,809.15 1,406.66 6.70 -0.59 0.036 105.00 -4.99 -2.43 0.00 -27.05 0.00 27.05 1,858.92 929.46 2,709.05 1,356.54 7.32 -0.60 0.023 110.00 -4.41 -2.33 0.00 -14.88 0.00 14.88 1,832.96 916.48 2,609.53 1,306.70 7.95 -0.60 0.014 115.00 -3.85 -2.27 0.00 -3.21 0.00 3.21 1,806.22 903.11 2,510.67 1,257.20 8.58 -0.61 0.005 116.00 -0.36 -0.04 0.00 -0.16 0.00 0.16 1,800.77 900.39 2,490.98 1,247.34 8.71 -0.61 0.000 120.00 0.00 -0.04 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 9.21 -0.61 0.000 Page: 11 Site Number: 414565 Code: ANSIITIA-222-G ©2007-2017by ATC F LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period(S 5): 0.27 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.08 Long-Period Transition Period(T 0: 6 Importance Factor(I E): 1.00 Site Coefficient F a: 1.58 Site Coeffiecient F �: 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.29 Design Spectral Response Acceleration at 1.0 Second Period(S A: 0.13 Seismic Response Coefficient(C 5): 0.06 Upper Limit C 5 0.06 Lower Limit C 5 0.03 Period based on Rayleigh Method(sec): 1.42 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.46 Total Unfactored Dead Load: 26.85 k Seismic Base Shear(E): 2.15 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W;, Force Force Segment (ft) (lb) (Ib-ft) C V" (lb) (lb) 29 118.00 360 380 0.029 63 453 28 115.50 112 114 0.009 19 141 27 112.50 566 557 0.043 93 711 26 107.50 577 531 0.041 89 725 25 102.50 609 523 0.041 87 765 24 97.50 620 495 0.038 83 779 23 92.50 630 467 0.036 78 793 22 87.50 641 438 0.034 73 807 21 82.50 652 409 0.032 68 820 20 77.50 663 379 0.029 63 834 19 73.88 302 161 0.012 27 380 18 71.38 747 378 0.029 63 939 17 68.50 823 393 0.030 66 1,035 16 66.00 328 148 0.012 25 413 15 62.50 830 347 0.027 58 1,043 14 57.50 843 312 0.024 52 1,061 13 52.50 857 278 0.022 46 1,078 12 47.50 871 244 0.019 41 1,095 11 42.50 885 210 0.016 35 1,112 10 37.50 898 178 0.014 30 1,130 9 32.50 912 147 0.011 24 1,147 8 28.25 647 85 0.007 14 813 7 25.75 565 65 0.005 11 711 Page: 12 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC?I' LLC. All rights reserved Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 6 22.50 1,903 179 0.014 30 2,394 5 19.88 96 8 0.001 1 121 4 17.38 1,050 68 0.005 11 1,321 3 12.50 1,121 45 0.003 7 1,410 2 7.50 1,138 22 0.002 4 1,431 1 2.50 1,154 4 0.000 1 1,452 Alcatel-Lucent RRH2X 116.00 132 136 0.011 23 166 Alcatel-Lucent B25 R 116.00 159 164 0.013 27 200 Raycap RxxDC-3315-PF 116.00 32 33 0.003 6 40 96"x 6"Panel 116.00 270 278 0.022 46 340 96"x 12"Panel 116.00 270 278 0.022 46 340 Round Sector Frame 116.00 900 927 0.072 155 1,132 VZW Unused Reserve: 116.00 1,637 1,686 0.131 281 2,059 Aviat Networks ODU 6 105.00 11 10 0.001 2 14 GPS 105.00 10 9 0.001 1 13 Ericsson RRUS 11 B12 105.00 152 135 0.011 23 191 Ericsson RRUS 11 B4 105.00 152 135 0.011 23 191 Ericsson RRUS 11 B2 105.00 152 135 0.011 23 191 RFS SC2-W100AC 105.00 22 20 0.002 3 28 Commscope HBX-9016DS 105.00 50 45 0.003 7 63 Commscope LNX-6515DS 105.00 116 104 0.008 17 146 Commscope F-65C-R1 105.00 185 165 0.013 28 233 Flat Light Sector Fr 105.00 1,200 1,068 0.083 178 1,509 26,852 12,890 1.000 2,152 33,768 Load Case (0.9 -0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (lb) (Ib-ft) C VX (lb) (lb) 29 118.00 360 380 0.029 63 303 28 115.50 112 114 0.009 19 94 27 112.50 566 557 0.043 93 476 26 107.50 577 531 0.041 89 486 25 102.50 609 523 0.041 87 513 24 97.50 620 495 0.038 83 522 23 92.50 630 467 0.036 78 531 22 87.50 641 438 0.034 73 540 21 82.50 652 409 0.032 68 550 20 77.50 663 379 0.029 63 559 19 73.88 302 161 0.012 27 255 18 71.38 747 378 0.029 63 629 17 68.50 823 393 0.030 66 693 16 66.00 328 148 0.012 25 276 15 62.50 830 347 0.027 58 699 14 57.50 843 312 0.024 52 711 13 52.50 857 278 0.022 46 722 12 47.50 871 244 0.019 41 734 11 42.50 885 210 0.016 35 745 10 37.50 898 178 0.014 30 757 9 32.50 912 147 0.011 24 768 8 28.25 647 85 0.007 14 545 7 25.75 565 65 0.005 11 476 6 22.50 1,903 179 0.014 30 1,603 5 19.88 96 8 0.001 1 81 4 17.38 1,050 68 0.005 11 885 3 12.50 1,121 45 0.003 7 945 2 7.50 1,138 22 0.002 4 959 1 2.50 1,154 4 0.000 1 972 Alcatel-Lucent RRH2X 116.00 132 136 0.011 23 111 Alcatel-Lucent B25 R 116.00 159 164 0.013 27 134 Page: 13 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017byATC.P LLC. Allright5reserved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE Raycap RxxDC-3315-PF 116.00 32 33 0.003 6 27 96"x 6"Panel 116.00 270 278 0.022 46 227 96"x 12"Panel 116.00 270 278 0.022 46 227 Round Sector Frame 116.00 900 927 0.072 155 758 VZW Unused Reserve: 116.00 1,637 1,686 0.131 281 1,379 Aviat Networks ODU 6 105.00 11 10 0.001 2 9 GPS 105.00 10 9 0.001 1 8 Ericsson RRUS 11 B12 105.00 152 135 0.011 23 128 Ericsson RRUS 11 B4 105.00 152 135 0.011 23 128 Ericsson RRUS 11 B2 105.00 152 135 0.011 23 128 RFS SC2-W100AC 105.00 22 20 0.002 3 19 Commscope HBX-9016DS 105.00 50 45 0.003 7 42 Commscope LNX-6515DS 105.00 116 104 0.008 17 98 Commscope F-65C-R1 105.00 185 165 0.013 28 156 Flat Light Sector Fr 105.00 1,200 1,068 0.083 178 1,011 26,852 12,890 1.000 2,152 22,621 Page: 14 Site Number: 414565 Code: ANSIITIA-222-G ©2007-2017by ATC F LLC. All rights reserved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 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 -32.32 -2.16 0.00 -200.44 0.00 200.44 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.054 5.00 -30.88 -2.16 0.00 -189.67 0.00 189.67 4,050.08 2,025.04 8,398.08 4,205.28 0.01 -0.01 0.053 10.00 -29.47 -2.16 0.00 -178.87 0.00 178.87 4,008.72 2,004.36 8,177.41 4,094.78 0.03 -0.03 0.051 15.00 -28.15 -2.15 0.00 -168.08 0.00 168.08 3,966.58 1,983.29 7,957.95 3,984.89 0.06 -0.04 0.049 19.75 -28.03 -2.15 0.00 -157.86 0.00 157.86 3,925.82 1,962.91 7,750.66 3,881.09 0.11 -0.05 0.048 20.00 -25.64 -2.12 0.00 -157.32 0.00 157.32 3,923.66 1,961.83 7,739.78 3,875.64 0.11 -0.05 0.047 25.00 -24.93 -2.12 0.00 -146.70 0.00 146.70 3,879.95 1,939.97 7,522.98 3,767.08 0.18 -0.07 0.045 26.50 -24.11 -2.10 0.00 -143.52 0.00 143.52 3,029.22 1,514.61 5,936.86 2,972.84 0.20 -0.07 0.056 30.00 -22.97 -2.08 0.00 -136.16 0.00 136.16 3,008.90 1,504.45 5,826.16 2,917.41 0.26 -0.08 0.054 35.00 -21.84 -2.06 0.00 -125.74 0.00 125.74 2,979.22 1,489.61 5,668.41 2,838.42 0.35 -0.09 0.052 40.00 -20.72 -2.02 0.00 -115.46 0.00 115.46 2,948.75 1,474.37 5,511.19 2,759.69 0.45 -0.11 0.049 45.00 -19.63 -1.99 0.00 -105.33 0.00 105.33 2,917.50 1,458.75 5,354.59 2,681.28 0.57 -0.12 0.046 50.00 -18.55 -1.94 0.00 -95.40 0.00 95.40 2,885.46 1,442.73 5,198.69 2,603.21 0.71 -0.13 0.043 55.00 -17.49 -1.89 0.00 -85.69 0.00 85.69 2,852.64 1,426.32 5,043.56 2,525.53 0.85 -0.15 0.040 60.00 -16.45 -1.83 0.00 -76.23 0.00 76.23 2,819.04 1,409.52 4,889.28 2,448.27 1.01 -0.16 0.037 65.00 -16.03 -1.81 0.00 -67.07 0.00 67.07 2,784.66 1,392.33 4,735.93 2,371.48 1.19 -0.17 0.034 67.00 -15.00 -1.74 0.00 -63.45 0.00 63.45 2,770.69 1,385.34 4,674.87 2,340.91 1.26 -0.17 0.033 70.00 -14.06 -1.68 0.00 -58.22 0.00 58.22 2,749.50 1,374.75 4,583.59 2,295.20 1.37 -0.18 0.030 72.75 -13.68 -1.65 0.00 -53.61 0.00 53.61 2,007.56 1,003.78 3,361.47 1,683.23 1.47 -0.18 0.039 75.00 -12.84 -1.59 0.00 -49.90 0.00 49.90 1,998.25 999.13 3,315.61 1,660.27 1.56 -0.19 0.036 80.00 -12.02 -1.52 0.00 -41.96 0.00 41.96 1,976.99 988.49 3,213.79 1,609.28 1.76 -0.20 0.032 85.00 -11.22 -1.44 0.00 -34.311 0.00 34.38 1,954.94 977.47 3,112.15 1,558.39 1.97 -0.21 0.028 90.00 -10.42 -1.36 0.00 -27.17 0.00 27.17 1,932.11 966.05 3,010.78 1,507.63 2.20 -0.21 0.023 95.00 -9.65 -1.28 0.00 -20.35 0.00 20.35 1,908.49 954.25 2,909.76 1,457.04 2.42 -0.22 0.019 100.00 -8.88 -1.19 0.00 -13.96 0.00 13.96 1,884.10 942.05 2,809.15 1,406.66 2.66 -0.23 0.015 105.00 -5.58 -0.78 0.00 -8.01 0.00 8.01 1,858.92 929.46 2,709.05 1,356.54 2.90 -0.23 0.009 110.00 -4.87 -0.69 0.00 -4.10 0.00 4.10 1,832.96 916.48 2,609.53 1,306.70 3.14 -0.23 0.006 115.00 -4.73 -0.67 0.00 -0.67 0.00 0.67 1,806.22 903.11 2,510.67 1,257.20 3.38 -0.23 0.003 116.00 0.00 0.00 0.00 0.00 0.00 0.00 1,800.77 900.39 2,490.98 1,247.34 3.43 -0.23 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 3.62 -0.23 0.000 Page: 15 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017 byATC F LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 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 -21.65 -2.15 0.00 -199.12 0.00 199.12 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.051 5.00 -20.69 -2.16 0.00 -188.35 0.00 188.35 4,050.08 2,025.04 8,398.08 4,205.28 0.01 -0.01 0.050 10.00 -19.74 -2.15 0.00 -177.57 0.00 177.57 4,008.72 2,004.36 8,177.41 4,094.78 0.03 -0.03 0.048 15.00 -18.86 -2.14 0.00 -166.82 0.00 166.82 3,966.58 1,983.29 7,957.95 3,984.89 0.06 -0.04 0.047 19.75 -18.78 -2.15 0.00 -156.63 0.00 156.63 3,925.82 1,962.91 7,750.66 3,881.09 0.11 -0.05 0.045 20.00 -17.17 -2.12 0.00 -156.09 0.00 156.09 3,923.66 1,961.83 7,739.78 3,875.64 0.11 -0.05 0.045 25.00 -16.70 -2.11 0.00 -145.51 0.00 145.51 3,879.95 1,939.97 7,522.98 3,767.08 0.18 -0.07 0.043 26.50 -16.15 -2.09 0.00 -142.35 0.00 142.35 3,029.22 13514.61 5,936.86 2,972.84 0.20 -0.07 0.053 30.00 -15.38 -2.07 0.00 -135.03 0.00 135.03 3,008.90 1,504.45 5,826.16 2,917.41 0.25 -0.08 0.051 35.00 -14.63 -2.04 0.00 -124.67 0.00 124.67 2,979.22 1,489.61 5,668.41 2,838.42 0.34 -0.09 0.049 40.00 -13.88 -2.01 0.00 -114.45 0.00 114.45 2,948.75 1,474.37 5,511.19 2,759.69 0.45 -0.11 0.046 45.00 -13.15 -1.97 0.00 -104.39 0.00 104.39 2,917.50 1,458.75 5,354.59 2,681.28 0.57 -0.12 0.043 50.00 -12.42 -1.93 0.00 -94.53 0.00 94.53 2,885.46 1,442.73 5,198.69 2,603.21 0.70 -0.13 0.041 55.00 -11.71 -1.88 0.00 -84.90 0.00 84.90 2,852.64 1,426.32 5,043.56 2,525.53 0.85 -0.15 0.038 60.00 -11.01 -1.82 0.00 -75.52 0.00 75.52 2,819.04 1,409.52 4,889.28 2,448.27 1.01 -0.16 0.035 65.00 -10.74 -1.79 0.00 -66.44 0.00 66.44 2,784.66 1,392.33 4,735.93 2,371.48 1.18 -0.17 0.032 67.00 -10.04 -1.73 0.00 -62.85 0.00 62.85 2,770.69 1,385.34 4,674.87 2,340.91 1.25 -0.17 0.030 70.00 -9.42 -1.66 0.00 -57.67 0.00 57.67 2,749.50 1,374.75 4,583.59 2,295.20 1.36 -0.18 0.029 72.75 -9.16 -1.64 0.00 -53.10 0.00 53.10 2,007.56 1,003.78 3,361.47 1,683.23 1.46 -0.18 0.036 75.00 -8.60 -1.57 0.00 -49.42 0.00 49.42 1,998.25 999.13 3,315.61 1,660.27 1.55 -0.19 0.034 80.00 -8.05 -1.50 0.00 -41.56 0.00 41.56 1,976.99 988.49 3,213.79 1,609.28 1.75 -0.20 0.030 85.00 -7.51 -1.43 0.00 -34.04 0.00 34.04 1,954.94 977.47 3,112.15 1,558.39 1.96 -0.21 0.026 90.00 -6.98 -1.35 0.00 -26.90 0.00 26.90 1,932.11 966.05 3,010.78 1,507.63 2.18 -0.21 0.021 95.00 -6.46 -1.27 0.00 -20.15 0.00 20.15 1,908.49 954.25 2,909.76 1,457.04 2.40 -0.22 0.017 100.00 -5.95 -1.18 0.00 -13.82 0.00 13.82 1,884.10 942.05 2,809.15 1,406.66 2.64 -0.22 0.013 105.00 -3.74 -0.77 0.00 -7.94 0.00 7.94 1,858.92 929.46 2,709.05 1,356.54 2.87 -0.23 0.008 110.00 -3.26 -0.68 0.00 -4.06 0.00 4.06 1,832.96 916.48 2,609.53 1,306.70 3.11 -0.23 0.005 115.00 -3.16 -0.66 0.00 -0.66 0.00 0.66 1,806.22 903.11 2,510.67 1,257.20 3.35 -0.23 0.002 116.00 0.00 0.00 0.00 0.00 0.00 0.00 1,800.77 900.39 2,490.98 1,247.34 3.40 -0.23 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 3.59 -0.23 0.000 Page: 16 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC P LLC. All rights reserved, Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 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): 0.27 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.08 Importance Factor(I E): 1.00 Site Coefficient F 1.58 a Site Coefficient F 2.40 v Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.29 Desing Spectral Response Acceleration at 1.0 Second Period(S dl): 0.13 Period Based on Rayleigh Method(sec): 1.42 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) 29 118.00 360 1.828 1.667 1.025 0.503 157 453 28 115.50 112 1.751 1.325 0.895 0.434 42 141 27 112.50 566 1.661 0.980 0.756 0.358 175 711 26 107.50 577 1.517 0.543 0.563 0.247 123 725 25 102.50 609 1.379 0.245 0.410 0.156 82 765 24 97.50 620 1.248 0.054 0.292 0.084 45 779 23 92.50 630 1.123 -0.056 0.201 0.031 17 793 22 87.50 641 1.005 -0.109 0.134 -0.003 -2 807 21 82.50 652 0.893 -0.122 0.085 -0.020 -11 820 20 77.50 663 0.788 -0.110 0.051 -0.021 -12 834 19 73.88 302 0.716 -0.092 0.033 -0,014 -4 380 18 71.38 747 0.669 -0.077 0.024 -0.006 -4 939 17 68.50 823 0.616 -0.059 0.016 0.004 3 1,035 16 66.00 328 0.572 -0.043 0.012 0.014 4 413 15 62.50 830 0.513 -0.021 0.008 0.028 20 1,043 14 57.50 843 0.434 0.007 0.006 0.045 33 1,061 13 52.50 857 0.362 0.030 0.008 0.058 43 1,078 12 47.50 871 0.296 0.046 0.013 0.065 49 1,095 11 42.50 885 0.237 0.057 0.019 0.068 52 1,112 10 37.50 898 0.185 0.065 0.025 0.067 52 1,130 9 32.50 912 0.139 0.069 0.032 0.065 51 1,147 8 28.25 647 0.105 0.071 0.037 0.063 35 813 7 25.75 565 0.087 0.071 0.039 0.061 30 711 6 22.50 1,903 0.066 0.072 0.041 0.060 98 2,394 5 19.88 96 0.052 0.071 0.042 0.058 5 121 4 17.38 1,050 0.040 0.070 0.042 0.056 51 1,321 3 12.50 1,121 0.021 0.064 0.038 0.051 49 1,410 2 7.50 1,138 0.007 0.050 0.029 0.041 40 1,431 1 2.50 1,154 0.001 0.022 0.012 0.019 19 1,452 Alcatel-Lucent RRH2X 116.00 132 1.766 1.389 0.920 0.447 51 166 Alcatel-Lucent B25 R 116.00 159 1.766 1.389 0.920 0.447 62 200 Raycap RxxDC-3315-PF 116.00 32 1.766 1.389 0.920 0.447 12 40 96"x 6"Panel 116.00 270 1.766 1.389 0.920 0.447 105 340 96"x 12"Panel 116.00 270 1.766 1.389 0.920 0.447 105 340 Page: 17 Site Number: 414565 Code: ANSIITIA-222-G 02007-2017byATCFLLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE Round Sector Frame 116.00 900 1.766 1.389 0.920 0.447 349 1,132 VZW Unused Reserve: 116.00 1,637 1.766 1.389 0.920 0.447 634 2,059 Aviat Networks ODU 6 105.00 11 1.447 0.379 0.482 0.199 2 14 GPS 105.00 10 1.447 0.379 0.482 0.199 2 13 Ericsson RRUS 11 B12 105.00 152 1.447 0.379 0.482 0.199 26 191 Ericsson RRUS 11 B4 105.00 152 1.447 0.379 0.482 0.199 26 191 Ericsson RRUS 11 B2 105.00 152 1.447 0.379 0.482 0.199 26 191 RFS SC2-W100AC 105.00 22 1.447 0.379 0.482 0.199 4 28 Commscope HBX- 105.00 50 1.447 0.379 0.482 0.199 9 63 Commscope LNX- 105.00 116 1.447 0.379 0.482 0.199 20 146 Commscope F-65C-R1 105.00 185 1.447 0.379 0.482 0.199 32 233 Flat Light Sector Fr 105.00 1,200 1.447 0.379 0.482 0.199 207 1,509 26,852 45.141 18.405 16.146 7.687 2,915 33,768 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) 29 118.00 360 1.828 1.667 1.025 0.503 157 303 28 115.50 112 1.751 1.325 0.895 0.434 42 94 27 112.50 566 1.661 0.980 0.756 0.358 175 476 26 107.50 577 1.517 0.543 0.563 0.247 123 486 25 102.50 609 1.379 0.245 0.410 0.156 82 513 24 97.50 620 1.248 0.054 0.292 0.084 45 522 23 92.50 630 1.123 -0.056 0.201 0.031 17 531 22 87.50 641 1.005 -0.109 0.134 -0.003 -2 540 21 82.50 652 0.893 -0.122 0.085 -0.020 -11 550 20 77.50 663 0.788 -0.110 0.051 -0.021 -12 559 19 73.88 302 0.716 -0.092 0.033 -0.014 -4 255 18 71.38 747 0.669 -0.077 0.024 -0.006 -4 629 17 68.50 823 0.616 -0.059 0.016 0.004 3 693 16 66.00 328 0.572 -0.043 0.012 0.014 4 276 15 62.50 830 0.513 -0.021 0.008 0.028 20 699 14 57.50 843 0.434 0.007 0.006 0.045 33 711 13 52.50 857 0.362 0.030 0.008 0.058 43 722 12 47.50 871 0.296 0.046 0.013 0.065 49 734 11 42.50 885 0.237 0.057 0.019 0.068 52 745 10 37.50 898 0.185 0.065 0.025 0.067 52 757 9 32.50 912 0.139 0.069 0.032 0.065 51 768 8 28.25 647 0.105 0.071 0.037 0.063 35 545 7 25.75 565 0.087 0.071 0.039 0.061 30 476 6 22.50 1,903 0.066 0.072 0.041 0.060 98 1,603 5 19.88 96 0.052 0.071 0.042 0.058 5 81 4 17.38 1,050 0.040 0.070 0.042 0.056 51 885 3 12.50 1,121 0.021 0.064 0.038 0.051 49 945 2 7.50 1,138 0.007 0.050 0.029 0.041 40 959 1 2.50 1,154 0.001 0.022 0.012 0.019 19 972 Alcatel-Lucent RRH2X 116.00 132 1.766 1.389 0.920 0.447 51 111 Alcatel-Lucent B25 R 116.00 159 1.766 1.389 0.920 0.447 62 134 Raycap RxxDC-3315-PF 116.00 32 1.766 1.389 0.920 0.447 12 27 96"x 6"Panel 116.00 270 1.766 1.389 0.920 0.447 105 227 96"x 12"Panel 116.00 270 1.766 1.389 0.920 0.447 105 227 Round Sector Frame 116.00 900 1.766 1.389 0.920 0.447 349 758 VZW Unused Reserve: 116.00 1,637 1.766 1.389 0.920 0.447 634 1,379 Aviat Networks ODU 6 105.00 11 1.447 0.379 0.482 0.199 2 9 GPS 105.00 10 1.447 0.379 0.482 0.199 2 8 Ericsson RRUS 11 B12 105.00 152 1.447 0.379 0.482 0.199 26 128 Ericsson RRUS 11 B4 105.00 152 1.447 0.379 0.482 0.199 26 128 Ericsson RRUS 11 B2 105.00 152 1.447 0.379 0.482 0.199 26 128 Page: 18 Site Number: 414565 Code: ANSIITIA-222-G 02007-2017byATC P LLC. All rights regerved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE RFS SC2-W100AC 105.00 22 1.447 0.379 0.482 0.199 4 19 Commscope HBX- 105.00 50 1.447 0.379 0.482 0.199 9 42 Commscope LNX- 105.00 116 1.447 0.379 0.482 0.199 20 98 Commscope F-65C-R1 105.00 185 1.447 0.379 0.482 0.199 32 156 Flat Light Sector Fr 105.00 1,200 1.447 0.379 0.482 0.199 207 1,011 26,852 45.141 18.405 16.146 7.687 2,915 22,621 Page: 19 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017 byATC F LLC. All right;reserved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 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 -32.32 -2.90 0.00 -281.01 0.00 281.01 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.073 5.00 -30.88 -2.87 0.00 -266.51 0.00 266.51 4,050.08 2,025.04 8,398.08 4,205.28 0.01 -0.02 0.071 10.00 -29.47 -2.83 0.00 -252.15 0.00 252.15 4,008.72 2,004.36 8,177.41 4,094.78 0.04 -0.04 0.069 15.00 -28.15 -2.79 0.00 -237.99 0.00 237.99 3,966.58 1,983.29 7,957.95 3,984.89 0.09 -0.06 0.067 19.75 -28.03 -2.79 0.00 -224.75 0.00 224.75 3,925.82 1,962.91 7,750.66 3,881.09 0.16 -0.08 0.065 20.00 -25.64 -2.69 0.00 -224.05 0.00 224.05 3,923.66 1,961.83 7,739.78 3,875.64 0.16 -0.08 0.064 25.00 -24.93 -2.66 0.00 -210.60 0.00 210.60 3,879.95 1,939.97 7,522.98 3,767.08 0.25 -0.09 0.062 26.50 -24.11 -2.63 0.00 -206.60 0.00 206.60 3,029.22 1,514.61 5,936.86 2,972.84 0.28 -0.10 0.077 30.00 -22.96 -2.59 0.00 -197.39 0.00 197.39 3,008.90 1,504.45 5,826.16 2,917.41 0.36 -0.11 0.075 35.00 -21.83 -2.54 0.00 -184.47 0.00 184.47 2,979.22 1,489.61 5,668.41 2,838.42 0.49 -0.13 0.072 40.00 -20.72 -2.49 0.00 -171.77 0.00 171.77 2,948.75 1,474.37 5,511.19 2,759.69 0.64 -0.15 0.069 45.00 -19.62 -2.45 0.00 -159.32 0.00 159.32 2,917.50 1,458.75 5,354.59 2,681.28 0.81 -0.17 0.066 50.00 -18.55 -2.41 0.00 -147.09 0.00 147.09 2,885.46 1,442.73 5,198.69 2,603.21 1.01 -0.19 0.063 55.00 -17.48 -2.37 0.00 -135.06 0.00 135.06 2,852.64 1,426.32 5,043.56 2,525.53 1.22 -0.21 0.060 60.00 -16.44 -2.36 0.00 -123.19 0.00 123.19 2,819.04 1,409.52 4,889.28 2,448.27 1.45 -0.23 0.056 65.00 -16.03 -2.35 0.00 -111.41 0.00 111.41 2,784.66 1,392.33 4,735.93 2,371.48 1.71 -0.25 0.053 67.00 -14.99 -2.35 0.00 -106.70 0.00 106.70 2,770.69 1,385.34 4,674.87 2,340.91 1.81 -0.26 0.051 70.00 -14.05 -2.35 0.00 -99.66 0.00 99.66 2,749.50 1,374.75 4,583.59 2,295.20 1.98 -0.27 0.049 72.75 -13.67 -2.35 0.00 -93.19 0.00 93.19 2,007.56 1,003.78 3,361.47 1,683.23 2.13 -0.28 0.062 75.00 -12.84 -2.36 0.00 -87.90 0.00 87.90 1,998.25 999.13 3,315.61 1,660.27 2.26 -0.28 0.059 80.00 -12.02 -2.38 0.00 -76.07 0.00 76.07 1,976.99 988.49 3,213.79 1,609.28 2.57 -0.30 0.053 85.00 -11.21 -2.38 0.00 -64.20 0.00 64.20 1,954.94 977.47 3,112.15 1,558.39 2.89 -0.32 0.047 90.00 -10.42 -2.36 0.00 -52.32 0.00 52.32 1,932.11 966.05 3,010.78 1,507.63 3.23 -0.33 0.040 95.00 -9.64 -2.31 0.00 -40.53 0.00 40.53 1,908.49 954.25 2,909.76 1,457.04 3.59 -0.34 0.033 100.00 -8.87 -2.22 0.00 -28.99 0.00 28.99 1,884.10 942.05 2,809.15 1,406.66 3.95 -0.35 0.025 105.00 -5.57 -1.73 0.00 -17.87 0.00 17.87 1,858.92 929.46 2,709.05 1,356.54 4.33 -0.36 0.016 110.00 -4.86 -1.55 0.00 -9.24 0.00 9.24 1,832.96 916.48 2,609.53 1,306.70 4.70 -0.36 0.010 115.00 -4.72 -1.50 0.00 -1.50 0.00 1.50 1,806.22 903.11 2,510.67 1,257.20 5.09 -0.37 0.004 116.00 0.00 0.00 0.00 0.00 0.00 0.00 1,800.77 900.39 2,490.98 1,247.34 5.16 -0.37 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 5.47 -0.37 0.000 Page: 20 Site Number: 414565 Code: ANSI/TIA-222-G ©2007-2017by ATC F LLC. 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Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 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 -21.65 -2.90 0.00 -279.05 0.00 279.05 4,090.66 2,045.33 8,619.89 4,316.35 0.00 0.00 0.070 5.00 -20.69 -2.87 0.00 -264.56 0.00 264.56 4,050.08 2,025.04 8,398.08 4,205.28 0.01 -0.02 0.068 10.00 -19.74 -2.82 0.00 -250.22 0.00 250.22 4,008.72 2,004.36 8,177.41 4,094.78 0.04 -0.04 0.066 15.00 -18.86 -2.78 0.00 -236.11 0.00 236.11 3,966.58 1,983.29 7,957.95 3,984.89 0.09 -0.06 0.064 19.75 -18.78 -2.78 0.00 -222.92 0.00 222.92 3,925.82 1,962.91 7,750.66 3,881.09 0.16 -0.07 0.062 20.00 -17.17 -2.68 0.00 -222.23 0.00 222.23 3,923.66 1,961.83 7,739.78 3,875.64 0.16 -0.08 0.062 25.00 -16.70 -2.65 0.00 -208.84 0.00 208.84 3,879.95 1,939.97 7,522.98 3,767.08 0.25 -0.09 0.060 26.50 -16.15 -2.62 0.00 -204.86 0.00 204.86 3,029.22 1,514.61 5,936.86 2,972.84 0.28 -0.10 0.074 30.00 -15.38 -2.57 0.00 -195.70 0.00 195.70 3,008.90 1,504.45 5,826.16 2,917.41 0.36 -0.11 0.072 35.00 -14.62 -2.52 0.00 -182.86 0.00 182.86 2,979.22 1,489.61 5,668.41 2,838.42 0.49 -0.13 0.069 40.00 -13.88 -2.47 0.00 -170.26 0.00 170.26 2,948.75 1,474.37 5,511.19 2,759.69 0.64 -0.15 0.066 45.00 -13.14 -2.42 0.00 -157.90 0.00 157.90 2,917.50 1,458.75 5,354.59 2,681.28 0.81 -0.17 0.063 50.00 -12.42 -2.38 0.00 -145.78 0.00 145.78 2,885.46 1,442.73 5,198.69 2,603.21 1.00 -0.19 0.060 55.00 -11.71 -2.35 0.00 -133.86 0.00 133.86 2,852.64 1,426.32 5,043.56 2,525.53 1.21 -0.21 0.057 60.00 -11.01 -2.33 0.00 -122.10 0.00 122.10 2,819.04 1,409.52 4,889.28 2,448.27 1.44 -0.23 0.054 65.00 -10.73 -2.33 0.00 -110.44 0.00 110.44 2,784.66 1,392.33 4,735.93 2,371.48 1.69 -0.25 0.050 67.00 -10.04 -2.33 0.00 -105.78 0.00 105.78 2,770.69 1,385.34 4,674.87 2,340.91 1.80 -0.25 0.049 70.00 -9.41 -2.33 0.00 -98.81 0.00 98.81 2,749.50 1,374.75 4,583.59 2,295.20 1.96 -0.26 0.046 72.75 -9.16 -2.33 0.00 -92.40 0.00 92.40 2,007.56 1,003.78 3,361.47 1,683.23 2.12 -0.27 0.059 75.00 -8.60 -2.34 0.00 -87.16 0.00 87.16 1,998.25 999.13 3,315.61 1,660.27 2.25 -0.28 0.057 80.00 -8.05 -2.35 0.00 -75.44 0.00 75.44 1,976.99 988.49 3,213.79 1,609.28 2.55 -0.30 0.051 85.00 -7.50 -2.35 0.00 -63.67 0.00 63.67 1,954.94 977.47 3,112.15 1,558.39 2.87 -0.31 0.045 90.00 -6.97 -2.34 0.00 -51.90 0.00 51.90 1,932.11 966.05 3,010.78 1,507.63 3.21 -0.33 0.038 95.00 -6.45 -2.29 0.00 -40.22 0.00 40.22 1,908.49 954.25 2,909.76 1,457.04 3.56 -0.34 0.031 100.00 -5.94 -2.20 0.00 -28.78 0.00 28.78 1,884.10 942.05 2,809.15 1,406.66 3.92 -0.35 0.024 105.00 -3.73 -1.71 0.00 -17.75 0.00 17.75 1,858.92 929.46 2,709.05 1,356.54 4.29 -0.36 0.015 110.00 -3.25 -1.54 0.00 -9.18 0.00 9.18 1,832.96 916.48 2,609.53 1,306.70 4.67 -0.36 0.009 115.00 -3.16 -1.49 0.00 -1.49 0.00 1.49 1,806.22 903.11 2,510.67 1,257.20 5.05 -0.36 0.003 116.00 0.00 0.00 0.00 0.00 0.00 0.00 1,800.77 900.39 2,490.98 1,247.34 5.12 -0.36 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 1,778.69 889.35 2,412.54 1,208.06 5.43 -0.36 0.000 Page: 21 Site Number: 414565 Code: ANSI/TIA-222-G 02007-2017byATC 1P LLC. Allrightsreserved. Site Name: Aviation & Dixon NY, NY Engineering Number:OAA708561_C3_03 8/16/2017 12:04:42 PM Customer: T-MOBILE 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 19.01 0.00 32.20 0.00 0.00 1772.25 26.50 0.44 0.913 + 1.6W 19.00 0.00 24.15 0.00 0.00 1762.95 26.50 0.44 1.213 + 1.013i + 1.OWi 4.01 0.00 53.33 0.00 0.00 369.82 26.50 0.10 (1.2 + 0.2Sds) * DL + E ELFM 2.16 0.00 32.32 0.00 0.00 200.44 26.50 0.06 (1.2 +0.2Sds) * DL + E EMAM 2.90 0.00 32.32 0.00 0.00 281.01 26.50 0.08 (0.9 -0.2Sds) * DL+ E ELFM 2.15 0.00 21.65 0.00 0.00 199.12 26.50 0.05 (0.9 -0.2Sds) * DL+ E EMAM 2.90 0.00 21.65 0.00 0.00 279.05 26.50 0.07 1.013 + 1.OW 5.28 0.00 26.85 0.00 0.00 490.64 26.50 0.13 Page: 22 Plate Type Baseplate Code Rev. Date 8/16/2017 Pole Diameter 51.625 in Engineer sarah.frye Pole Thickness 0.375 in Site# 414565 a d Plate Diameter 64.5 in Moment 1772.3 k-ft Carrier T-MOBILE Cn Plate Thickness 3 in Axial 32.2 k Plate Fy 50 ksi Weld Length 0.3125 in m �5 Kesistance -.............T26E.$iS k-in Applied 192.32 k-in # 7 snow Thickness 0.5 in U) Length 4 in C Height 8 in O Chamfer 0 in O O Offset Angle 0 ° Fy 36 ksi O O # 14 O O Bolt Circle 58.5 in (R)adial/(S)quare R - --------- ------- - Diameter 2.25 in O O 4 Hole Diameter 2.625 in m° Type A615-75 Fy 75 ksi O O Fu100 ksi _.......__....__...__.._. O O �s Resistance 259.82 k O Applied 106.11 k # 0 • c E Plate Stress Ratio: E. 0.15 (Pass) ,° c m Bolt Stress Ratio: 0.41 (Pass) # 0 0 U) 0 m m X Site Name: Aviation&Dixon NY, NY Program Last Updated: 5/13/2014 Site Number: 414565 Engineering Number: OAA708561 11 Engineer: sarah.frye Date: 08/16/17 rower Type: MP Design Loads(Factored)-Analysis per TIA-222-G Standards Design/Analysis/Mapping: Analysis Zompression/Leg: 32.2 k Concrete Strength (f J: 4000 psi Jplift/Leg: 0.0 k Pad Tension Steel Depth: 23.00 in Fotal Shear: 19.0 kShear: 0.75 Moment: 1772.3 k-ft Flexure/Tension* 0.90 rower+Appurtenance Weight: 32.2 kcompression: 0.65 Depth to Base of Foundation (I+t-h): 7.50 ft )3: 0.85 Diameter of Pier(d): 7.00 ft Bottom Pad Rebar Size#: 8 Height of Pier above Ground (h): 0.50 #of Bottom Pad Rebar: 26 JVidth of Pad (W): 22.00 ft Pad Bottom Steel Area: 20.54 in Length of Pad (L): 22.00 ft Pad Steel FY: 60000 psi Fhickness of Pad (t): 2.25 ft Top Pad Rebar Size#: 8 rower Leg Center to Center: 0.00 ft #of Top Pad Rebar: 26 Number of Tower Legs: 1.0 (1 if MP or GT) Pad Top Steel Area: 20.54 in rower Center from Mat Center: 0.00 ft Pier Rebar Size#: 9 Depth Below Ground Surface to Water Table: 99.00 ft Pier Steel Area (Single Bar): 1.00 in' Unit Weight of Concrete: 150.0 pcf #of Pier Rebar: 56 Unit Weight of Soil Above Water Table: 120.0 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 riction Angle of Uplift: 0.0 Degrees Steel Elastic Modulus: 29000 ksi Jltimate Coefficient of Shear Friction: 0.35 Tie Rebar Size#: 4 Jltimate Compressive Bearing Pressure: 8000.0 psf Tie Steel Area (Single Bar): 0.20 in' Jltimate Passive Pressure on Pad Face: 0.0 psf Tie Spacing: 12 in Soil and Concrete Weight: 0.9 Tie Steel Fy: 60000 psi i Soil: 0.75 Dverturning Moment Usage Design OTM: 1924.3 k-ft DTM Resistance: 4990.1 k-ft Design OTM/OTM Resistance: 0.39 Result: OK Soil Bearing Pressure Usage Net Bearing Pressure: 1726 psf Factored Nominal Bearing Pressure: 6000 psf Net Bearing Pressure/Factored Nominal Bearing Pressure: 0.29 Result: OK Load Direction Controling Design Bearing Pressure: Diagonal to Pad Edge Sliding Factor of Safety Fotal Factored Sliding Resistance: 132.3 k Sliding Design/Sliding Resistance: 0.14 Result: OK One Way Shear, Flexual Capacity,and Punching Shear Factored One Way Shear(V„): 124.0 k Dne Way Shear Capacity(�Vj: 576.0 k-AC111.3.1.1 V„/�Vc: 0.22 Result: OK -oad Direction Controling Shear Capacity: Parallel to Pad Edge Lower Steel Pad Factored Moment(Mu): 641.9 k-ft Lower Steel Pad Moment Capacity 0Mn): 2072.0 k-ft-ACI 10.3 M„/OM': 0.31 Result: OK -oad Direction Controling Flexural Capacity: Parallel to Pad Edge Upper Steel Pad Factored Moment(Mu): 428.7 k-ft Upper Steel Pad Moment Capacity(OM,): 2072.0 k-ft MU/om': 0.21 Result: OK -ower Pad Flexural Reinforcement Ratio: 0.0034 OK-Minimum Reinforcement Ratio Met-AC110.5.1 Upper Pad Flexural Reinforcement Ratio: 0.0034 OK-Minimum Reinforcement Ratio Met-AC110.5.1 Lower Pad Reinforcement Spacing: 10 in-Pad Reinforcing Spacing OK-AC17.12.2.2& 10.5.4 Upper Pad Reinforcement Spacing: 10 in-Pad Reinforcing Spacing OK-AC17.12.2.2&10.5.4 Factored Punching Shear(V„): 0.0 k Nominal Punching Shear Capacity(0,Vn): 1466.9 k-AC111.12.2.1 V,/�Vc: 0.00 Result: OK Factored Moment in Pier(M„): 1881.6 k-ft Pier Moment Capacity(OMS): 9364.3 k-ft M„/OMn: 0.20 Result: OK actored Shear in Pier(V„): 19.0 k Pier Shear Capacity(V„): 527.3 k V"/�V': 0.04 Result: OK Dier Shear Reinforcement Ratio: 0.0004 No Ties Necessary for Shear-AC111.5.6.1 :actored Tension in Pier(T„): 0.0 k Pier Tension Capacity(OT„): 3024.0 k Fu/OTn: 0.00 Result: OK =actored Compression in Pier(P„): 32.2 k Pier Compression Capacity W„): 9698.8 k-AC110.3.6.2 P./On: 0.00 Result: OK Pier Compression Reinforcement Ratio: 0.010 OK-Reinforcement Ratio Met-AC110.9.1&10.8.4 MABMn+TATTn: 0.20 Result: OK Nominal and Design Moment Capacity and Factored Design Loads 0 5000 10000 15000 20000 25000 25000 Pu&Mu 20000 -- ----- --- .... T- ------ - - - -��� - - 15000 ■ Tu&Mu -.- _ _ ___ _...__.. _�__ _.__ _ ._ -- 10000 m Design Envelope __- '�� i - -- 5000 0p00�'' S� do ———Nominal Envelope 0 AMP _____. --_-__-----I'.1.1.11. ..._ 5000 Moment(k-ft)