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42-079-002
BP-2022-0163 114 GLENDALE RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 42-079-002 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0163 PERMISSIONIS HEREBY GRANTED TO: Project# MODIFY EQUIP Contractor: License: Est. Cost: 25000 ERIC KUKLINSKI 97447 Const.Class: Exp.Date:08/19/2023 Use Group: Owner: AMERICAN TOWER CORPORATION Lot Size (sq.ft.) Zoning: SC Applicant: ERICSSON Applicant Address Phone: Insurance: 1086 MAIN ST WLRC67813509 WEST WAREHAM, MA 02576 ISSUED ON:02/22/2022 TO PERFORM THE FOLLOWING WORK: MODIFY EQUIPMENT POST THIS CARD SO IT IS VISIBLE FROM "I'HF STREET Inspector of Plumbing Inspector of Wiring D.P.W. ituiiding Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I V • . 910,t, Fees Paid: $175.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner • The Commonwe t of Mafia use Office of Publle^c41# Inspec Massachusetts State But 140. 80 CMR) Building Permit Application for any Building of �� e- r Tw -Family Dwelling P (This Section For Official Use Only) 0'%°Ns Building Permit Number: c —I(p 3 Date Applied: Building Officia. SECTION 1:LOCATION 111 GLENDALE ROAD No.and Street City/T Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: T-MOBILE CELL SITE MODIFICATION Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No 0 Brief Description of Proposed Work: ON BEHALF OF T-MOBILE THE PROPOSED WORK INVOLVES MODIFYING THEIR EQUIPMENT AT THE EXISTING CELL SITE. PLEASE REFERENCE THE ATTACHMENT FOR FURTHER DETAILS. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 A F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1❑ I-2❑ I-3 0 I-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 Cl S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV 0 VA 0 VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit Debris Removal: Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be Licensed Disposal Site 0 Private 0 or indentify Zone: or on site system 0 required 0 or trench or specify:N/A permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: • SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN MA 01801 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 617 - 375 - 7500 - Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: AUTHORIZED AllENT uwe cauuc.. e LLc 750 W CENTER ST STE 301 W BRIDGEWATER MA 02379 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here❑. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor ERICSSON INC Company Name ERIC KUKLINSKI CS-097477 _ Name of Person Responsible for Construction License No. and Type if Applicable 1089 MAIN ST WARENAM MA 02576 Street Address City/Town State Zip 508—821 — 6509 Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes 0 No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $25,000 Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ appropriate mu ipal factor)_$ . 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ 179 (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $25,000 (contact municipality)and write check number here,:W SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. ADAM AGENT COMMUNICATIONS LLCA Ada. 5013 -eg7 -3100 02.09.22 Please print and sign name Title Telephone No. Date 750 W CENTER ST STE 301 W BRIDGEWATER MA 02379 awolfrey©clinellc.com Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: V a/°�a/ ` Name Date 1 ® DATE(MMIDD/YYYY) AFRO CERTIFICATE OF LIABILITY INSURANCE 10/21/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh USA,Inc. NAME. 4400 Comerica Bank Tower (NC,PHONE,Ext): _ FAX No): 1717 Main Street E-MAIL Dallas,TX 75201-7357 ADDRESS: Attn:dallas.certs@marsh.com 212-948-0519/866-966-4664 INSURER(S)AFFORDING COVERAGE NAIC# CN101764695-GAWX-PPol-21-22 INSURER A:ACE American Insurance Company 22667 INSURED INSURER B:ACE Property&Casualty Insurance Company 20699 Ericsson Inc. Attn:Timothy Shires INSURER C:ACE Fire Underwriters Insurance Company 20702 6300 Legacy Drive INSURER D:Indemnity Insurance Company of North America 43575 Plano,TX 75024 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: HOU-003843895-01 REVISION NUMBER: 3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTR INSD TYPE OF INSURANCE ADDL SUBR WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY HDO G72491221 05/01/2021 05/01/2022 EACH OCCURRENCE $ _2,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 1,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 PO- X POLICY JET LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY ISA H25543439 05/01/2021 05/01/2022 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ' X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) i $ B X UMBRELLA LIAB X_ OCCUR XEU G27975422 006 05/01/2021 05/01/2022 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE _ $ 5,000,000 DED RETENTION$ $ D WORKERS COMPENSATION WLR C67813583(AOS expt AZ,CA,MA) 05/01/2021 05/01/2022 X MUTE EMPLOYERS'LIABILITY STATUTE ER C ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N SCF C67813546(WI) 05/01/2021 05/01/2022 1,000,000 A OFFICER/MEMBEREXCLUDED9 1-7N/A E.L.EACH ACCIDENT $ (Mandatory in NH) WLR C67813509(AZ,CA,MA) 05/01/2021 05/01/2022 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) CERTIFICATE HOLDER CANCELLATION MassDOT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10ParkPlazaSuite4160 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Boston,MA 02116 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 7/1a't u 21Sr4 '9 -e. ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 9/3/2021 Details Licensee Details Demographic Information Full Name: ERIC A KUKLINSKI Owner Name: License Address Information City: west wareham State: MA Zipcode: 02576 Country: United States License Information License No: CS-097447 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 8/31/2021 Issue Date: 8/19/2011 Expiration Date: 8/19/2023 License Status: Active Today's Date: 9/3/2021 Secondary License Type: Doing Business As: Status Change Reason: _ License Renewal Prerequisite Information No Prerequisite Information No Available Documents https://madpl.mylicense.comNerification/Details.aspx?result=c21 a86fe-6649-4646-9a2f-a600b4560fe8 1/1 ' .• The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Azar-- Lafayette City Center 2 Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Ericsson Inc. et al. Address: 6300 Legacy Drive City/State/Zip: Plano, TX 75024 Phone #: 972-583-0000 Are you an employer? Check the appropriate box: Type of project(required): 1.® I am a employer with 4. ❑ I am a general contractor and I employees (fitll and/or part-time).* have hired the sub-contractors 6. ❑New construction listed on the attached sheet. 7. 0 Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in anycapacity. employees and have workers' P tY 9. 0 Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees;they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation Insurance for my employees. Below is the policy and fob site information. Insurance Company Name: ACE American Insurance Company Policy#or Self-ins. Lic. #: WLR C67813509 Expiration Date: 5/1/2022 Job Site Address: All Ericsson Job Sites City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the� and penalties of perjury'that the information proviied above is true and correct Signature: Date: 5/11/2021 Phone#: 817-706-5256 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): IDBoard of Health 20 Building Department 3EICity/Town Clerk 40 Electrical Inspector 5Elumbing Inspector 6.0Other Contact Person: Phone#: A AMERICAN TOWER' CORPORATION Structural Analysis Report Structure : 199 ft Monopole ATC Site Name NORTHAMPTON LANDFILL MA,MA ATC Site Number : 15035 Engineering Number : 13752870_C3_02 Proposed Carrier : T-MOBILE Carrier Site Name : SH213/ATC - Northampton Carrier Site Number : 4SH0213C Site Location 114 Glendale Road Florence, MA 01062-9806 42.2956, -72.7079 County : Hampshire Date January 13, 2022 ,�P`��oFMAssgo o JOSHUA Max Usage 93% LTJN/ ;Iv _ Result Pass No.5 065 p kQ 09 ��' TEP <., Prepared By: Reviewed By: FSS/oNAL '' Sammie Brown Structural Engineer I Authorized by "FOR" 14 Jan 2022 11:32:28 cosi8n ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A Eng. Number 13752870_C3_02 January 13, 2022 AMERICAN TOWER' Page. 2 Table of Contents Introduction 3 Supporting Documents 3 Analysis 3 Conclusion 3 Existing and Reserved Equipment 4 Equipment to be Removed 4 Proposed Equipment 5 Standard Conditions 6 Calculations Attached ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13752870_C3_02 January 13, 2022 AMERICAN TOWER' Page. 3 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 199 ft Monopole to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Valmont Drawing#DD0848Z, dated June 24, 2000 Foundation Drawing Malouf Job#00-656, dated July 14, 2000 Geotechnical Report GG Project#00364MA, dated June 30, 2000 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: 91 mph (3-second gust,Vasd)/117 mph (3-second gust,Vult) Basic Wind Speed w/Ice: 50 mph (3-second gust)w/ 1.50" radial ice concurrent Code: ANSI/TIA-222-G/2015 IBC/Massachusetts State Building Code, 9th Ed. Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.17,S,=0.07 Site Class: D-Stiff Soil - Default 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 LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A Eng. Number 13752870_C3_02 January 13, 2022 AMERICAN TOWER• Page.4 CORPORATION Existing and Reserved Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 197.5 1 Alcatel-Lucent 1900MHz RRH(65MHz) 2 Alcatel-Lucent 1900MHz RRH(65MHz) 2 Alcatel-Lucent TD-RRH8x20-25 w/Solar Shield 197.0 1 RFS SB2-107AMPT 1 Alcatel-Lucent MPR e (1)0.24" (6mm)Cat 3 RFS APXVTM14-C-120 Triangular Low Profile 5 SPRINT NEXTEL 3 RFS APXVSPP18-C-A20 Platform (4) 1 1/4" Hybriflex 193.5 1 Alcatel-Lucent TD-RRH8x20-25 w/Solar Shield Cable 190.5 2 Alcatel-Lucent ALU 800MHz External Notch Filter 190.3 1 Alcatel-Lucent 800 MHz RRH 2 Alcatel-Lucent 800 MHz RRH 3 Ericsson AIR 21, 1.3 M, B2A B4P Triangular Low Profile 187.0 T MOBILE 3 Ericsson AIR 21, 1.3M, B4A B2P Platform 3 Kathrein Scala 80010966 3 CCI HPA65R-BU8A (1)0.39"(10mm) 3 Kathrein Scala 800 10122 Fiber Trunk 175.0 3 Ericsson RRUS 4449 B5, B12 Triangular Low Profile (4)0.78"(19.7mm) AT&T MOBILITY 3 Ericsson RRUS 8843 B2, B66A Platform 8 AWG 6 6 Powerwave Allgon TT19-08BP111-001 (12) 1 5/8"Coax 2 Raycap DC6-48-60-18-8F("Squid") (2)3"conduit 6 Kathrein Scala 860 10025 148.5 1 Generic 5'Omni Flush (1)7/8"Coax OTHER 6 Commscope NHH-65C-R2B 6 Antel LPA-80063/4CF (12) 1 5/8"Coax 142.0 1 Raycap RVZDC-6627-PF-48 Triangular Low Profile (2) 1 1/4" Hybriflex VERIZON WIRELESS 3 Samsung B5/B13 RRH-BRO4C Platform Cable 3 Samsung B2/B66A RRH-BR049 135.0 3 RFS APXV18-206517 Flush (6) 1 5/8"Coax METRO PCS INC 120.0 1 Generic Radio/ODU 1 Generic 4'HP Dish 119.7 1 Generic Radio/ODU 1 Generic Radio/ODU Flush (1) 1/2"Coax AT&T MOBILITY 116.0 (2)3/8"Coax 1 Generic 2'HP Dish 114.0 1 Generic Radio/ODU 1 Generic 2'HP Dish 3 Fujitsu TA08025-B604 108.0 1 Commscope RDIDC-9181-PF-48 Triangular Platform with (1) 1.60"(40.6mm) DISH WIRELESS L.L.C. 3 JMA Wireless MX08FR0665-21 Handrails Hybrid 3 Fujitsu TA08025-B605 73.0 1 PCTEL GPS-TMG-HR-26N Stand-Off (1)1/2"Coax SPRINT NEXTEL Equipment to be Removed Elev.1(ft) Qty Equipment Mount Type Lines Carrier 3 Ericsson KRY 112 144/1 187.0 3 Andrew LNX 6515DS A1M (18)1 5/8"Coax T-MOBILE 3 Ericsson RRUS 11 B12 (1)1 5/8" Hybriflex ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13752870_C3_02 January 13, 2022 AMERICAN TOWER' Page. 5 Proposed Equipment Elev.'(ft) City Equipment Mount Type Lines Carrier 3 Ericsson 4480 BAND 71 (1) 1 1/4" Hybriflex Triangular Low Profile Cable 187.0 T MOBILE 3 Ericsson 840590966 Platform (1)1.99"(50.7mm) Hybrid 1 Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13752870_C3_02 January 13, 2022 AMERICAN TOWER' Page. 6 Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC 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. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. 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 supplied herein. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com JOB INFORMATION ' Asset: 15035,NORTHAMPTON LANDFILL MA Height: 198.92 ft Client: T-MOBILE Base Width: 59.2 Code: ANSI/TIA-222-G Shape: 16 Sides SITE PARAMETERS Base Elev(ft): 0.00 Structure Class: II Taper: 0.18300(In/ft) Exposure: C 198'-119T-0" A Topographic Category: 1 Topographic Feature: 193"-6" - ' Immo 19O-3"5/8 I SECTION PROPERTIES 18_T_-0" Diameter(in Across Fla)ts Overlap Steel ' ■ [1 Shaft Length Thick Length Grade I A. Section (ft) Top Bottom (in) Joint Type (in) Shape (ksi) 175'-0" 4T-2"1116 7/32"Thick 1 52.000 49.68 59.20 0.438 0.000 16 Sides 65 (65 KSl) 2 36.000 45.17 51.76 0.375 Slip Joint 87.000 16 Sides 65 3 35.917 40.50 47.07 0.344 Slip Joint 80.000 16 Sides 65 4 52.917 32.49 42.18 0.281 Slip Joint 73.000 16 Sides 65 155-1()* 5 47.170 25.22 33.86 0.219 Slip Joint 61.000 16 Sides 65 148-6" - fi1" DISCRETE APPURTENANCE 151145 0„ ` Y Attach Force 142-0" 1 Elev(ft) Elev(ft) Qty Description 135"-O' 197.5 194.5 1 Alcatel-Lucent 1900MHz RRH(65 52"-11" 197.0 199.0 1 Alcatel-Lucent MPR e 9/32"Thick 197.0 194.0 2 Alcatel-Lucent 1900MHz RRH(65 (65 KSI) 197.0 194.0 2 Alcatel-Lucent TD-RRH8x20-25 w 119"-8"3/8 197.0 199.0 1 RFS SB2-107AMPT 44r"rv" 114"0" I 197.0 194.0 3 RFS APXVTM14-C-120 110"rr [I - 197.0 194.0 3 RFS APXVSPP18-C-A20 10T-0" [I 194.0 194.0 1 Round Low Profile Platform ., 73" 193.5 190.5 1 Alcatel-Lucent TD-RRH8x20-25 w 10 -11" Y 198'-11"1/18 190.5 187.5 2 Alcatel-Lucent ALU 800MHz Exte I 190.3 187.3 2 Alcatel-Lucent 800 MHz RRH 35-11" 190.3 187.3 1 Alcatel-Lucent 800 MHz RRH 11/32"Thick 187.0 187.0 3 Ericsson 4480 BAND 71 (65 KSI) 187.0 186.0 3 Ericsson AIR 21, 1.3 M,B2A B4 80-9" Y 187.0 186.0 3 Ericsson AIR 21, 1.3M,B4A B2P ��.�. 187.0 187.0 3 Ericsson 840590966 8 73 a" r 186.0 186.0 1 Round Low Profile Platform 74"-1" 175.0 175.0 6 Kathrein Scala 860 10025 1 175.0 176.0 6 Powerwave Allgon TT19-08BP111- ' 175.0 176.0 2 Raycap DC6-48-60-18-8F("Squid 3/8"Thick 175.0 175.0 3 Ericsson RRUS 8843 B2,B66A 52"-0" (65 KSI) 175.0 175.0 3 Ericsson RRUS 4449 B5,B12 175.0 176.0 3 Kathrein Scala 800 10122 175.0 175.0 3 CCI HPA65R-BUBA 87" 175.0 175.0 3 Kathrein Scala 80010966 175.0 175.0 1 Round Low Profile Platform 148.5 148.5 1 Generic 5'Omni 145.0 145.0 1 Round Low Profile Platform 52-0 142.0 142.0 3 Samsung B2/B66A RRH-BR049 7/16"Thick(65 KSI) 142.0 142.0 3 Samsung B5/B13 RRH-BRO4C 142.0 142.0 1 Raycap RVZDC-6627-PF-48 142.0 145.0 6 Antel LPA-80063/4CF 142.0 142.0 6 Commscope NHH-65C-R2B 135.0 139.0 3 RFS APXV18-206517 120.0 122.0 1 Generic Radio/ODU 00" ' t Y 120.0 122.0 1 Generic 4'HP Dish 119.7 121.7 1 Generic Radio/ODU 116.0 116.0 1 Generic Radio/ODU 116.0 116.0 1 Generic 2'HP Dish 114.0 115.0 1 Generic Radio/ODU 114.0 115.0 1 Generic 2'HP Dish 108.0 108.0 1 Commscope RDIDC-9181-PF-48 108.0 108.0 3 Fujitsu TA08025-B604 108.0 108.0 3 Fujitsu TA08025-B605 ©2007-2020 by ATC LLC.All rights reserved. Page 1 of 3 Model ID:69949 1/13/2022 16:31:58 JOB INFORMATION Asset: 15035,NORTHAMPTON LANDFILL MA Height: 198.92 ft Client: T-MOBILE Base Width : 59.2 Code: ANSI/TIA-222-G Shape: 16 Sides DISCRETE APPURTENANCE Attach Force Elev(ft) Elev(ft) Qty Description 108.0 108.0 3 JMA Wireless MX08FRO665-21 108.0 108.0 1 Generic Flat Platform with Han 75.0 75.0 1 Stand-Off 73.0 75.0 1 PCTEL GPS-TMG-HR-26N LINEAR APPURTENANCE Elev Elev Exp To From(ft) To(ft) Description Wind 5.0 197.0 1 1/4"Hybriflex Cable No 5.0 197.0 0.24"(6mm)Cat 5 No 0.0 187.0 1.99"(50.7mm)Hybrid No 0.0 187.0 1 1/4"Hybriflex Cable No 5.0 175.0 3"conduit No 5.0 175.0 1 5/8"Coax No 5.0 175.0 0.78"(19.7mm)8AWG6 No 5.0 175.0 0.39"(10mm)Fiber Trunk No 5.0 172.0 3"conduit No 0.0 148.0 7/8"Coax No 5.0 144.0 1 5/8"Coax No 5.0 142.0 1 5/8"Coax No 0.0 142.0 1 1/4"Hybriflex Cable No 5.0 135.0 1 5/8"Coax No 5.0 120.0 1/2"Coax No 5.0 116.0 3/8"Coax No 5.0 114.0 3/8"Coax No 0.0 108.0 1.60"(40.6mm)Hybrid No 5.0 73.0 1/2"Coax No LOAD CASES 1.2D+1.6W Normal 92 mph wind with no ice 0.9D+1.6W Normal 92 mph wind with no ice 1.2D+1.0Di+1.0Wi Nor 50 mph wind with 1.5"radial ice (1.2D+0.2Sds)*DL+E Seismic (1.2D+0.2Sds)*DL+E Seismic (0.9D-0.2Sds)*DL+E Seismic(Reduced DL) (0.9D-0.2Sds)*DL+E Seismic(Reduced DL) 1.0D+ 1.0W Service Norm 60 mph Wind with No Ice REACTIONS Moment Shear Axial Load Case (kip-ft) (Kip) (Kip) 1.2D+ 1.6W Normal 5991.33 44.40 69.66 0.9D+ 1.6W Normal 5888.22 44.36 52.22 1.2D+ 1.0Di+ 1.0Wi Normal 2556.63 16.28 138.15 (1.2D+0.2Sds)*DL+E Normal EMAM 273.98 1.90 70.10 (1.2D+0.2Sds)*DL+E Normal ELFM 278.72 1.75 70.10 (0.9D-0.2Sds)*DL+E Normal EMAM 267.36 1.90 48.98 (0.9D-0.2Sds)*DL+E Normal ELFM 272.44 1.75 48.98 1.0D+1.0W Service Normal 1412.55 10.55 58.12 DISH DEFLECTIONS Attach Deflection Rotation Load Case Elev(ft) (in) (deg) 1.0D+1.0W 114.00 16.026 1.373 Service Normal 1.0D+1.0W 116.00 16.607 1.400 Service Normal 1.0D+1.0W 120.00 17.802 1.452 ©2007-2020 by ATC LLC.All rights reserved. Page 2 of 3 Model ID:69949 1/13/2022 16:31:58 JOB INFORMATION • Asset: 15035,NORTHAMPTON LANDFILL MA Height: 198.92 ft Client: T-MOBILE Base Width: 59.2 Code: ANSI/TIA-222-G Shape: 16 Sides DISH DEFLECTIONS Attach Deflection Rotation Load Case Elev(ft) (in) (deg) Service Normal 1.0D+1.0W 197.00 47.102 2.012 Service Normal ©2007-2020 by A TC LLC.All rights reserved. Page 3 of 3 Model ID:69949 1/13/2022 16:31:58 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 ANALYSIS PARAMETERS Location: Hampshire County,MA Height: 198.92 ft Type and Shape: Taper, 16 Sides Base Diameter: 59.20 in Manufacturer: Valmont Top Diameter: 25.22 in Taper: 0.1830 in/ft Rotation: 0.000° ICE &WIND PARAMETERS Structure Class: II Design Wind Speed w/o Ice: 92 mph Exposure Category: C Design Wind Speed w/Ice: 50 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0 ft Design Ice Thickness: 1.50 in SEISMIC PARAMETERS Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 3.20 TL(sec): 6 P: 1 Cs; 0.030 Ss: 0.170 Si: 0.066 Cs Max: 0.030 1.600 F,,: 2.400 Cs Min: 0.030 Sds: 0.181 Sd1: 0.106 LOAD CASES 1.2D+1.6W Normal 92 mph wind with no ice 0.9D+ 1.6W Normal 92 mph wind with no ice 1.2D+ 1.0Di+ 1.0Wi Normal 50 mph wind with 1.5"radial ice (1.2D+0.2Sds)*DL+E Normal EMAM Seismic (1.2D+0.2Sds)*DL+E Normal ELFM Seismic (0.9D-0.2Sds)*DL+E Normal EMAM Seismic(Reduced DL) (0.9D-0.2Sds)*DL+E Normal ELFM Seismic(Reduced DL) 1.0D+1.0W Service Normal 60 mph Wind with No Ice ©2007-2020 by ATC LLC.All rights reserved. Page 1 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:05 • ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 SHAFT SECTION PROPERTIES Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type len(in) (Ib) (in) (ft) (in2) (in4) Ratio Ratio (in) (in) (in2) (in4) Ratio Ratio (in/ft) 1-16 52.00 0.4375 65 0.00 13,336 59.20 0.000 82.01 35,775.4 25.32 135.31 49.68 52.00 68.72 21,052.3 21.00 113.55 0.1831 2-16 36.00 0.3750 65 Slip 87.00 7,047 51.76 44.750 61.47 20,500.9 25.86 138.02 45.17 80.75 53.58 13,580.5 22.37 120.44 0.1831 3-16 35.92 0.3438 65 Slip 80.00 5,823 47.07 74.083 51.25 14,138.9 25.64 136.92 40.50 110.00 44.04 8,970.8 21.84 117.80 0.1831 103.91 3,786.9 4-16 52.92 0.2813 65 Slip 73.00 5,987 42.18 3 37.59 8,335.4 28.23 149.93 32.49 156.83 28.90 21.38 115.49 0.1831 151.75 1,377.9 5-16 47.17 0.2188 65 Slip 61.00 3,285 33.86 0 23.48 3,355.7 29.19 154.73 25.22 198.92 17.45 21.34 115.27 0.1831 Shaft Weight 35,478 DISCRETE APPURTENANCE PROPERTIES Attach Vert No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (lb) (sf) Factor (Ib) (sf) Factor 197.50 Alcatel-Lucent 1900MHz RRH(65 1 0.80 -3.000 60.00 2.375 0.67 231.50 4.611 0.67 197.00 Alcatel-Lucent 1900MHz RRH(65 2 0.80 -3.000 60.00 2.375 0.67 231.39 4.609 0.67 197.00 RFS SB2-107AMPT 1 0.80 2.000 26.50 5.390 1.00 256.71 8.203 1.00 197.00 Alcatel-Lucent TD-RRH8x20-25 w 2 0.80 -3.000 70.00 4.046 0.71 264.54 6.779 0.71 197.00 RFS APXVSPP18-C-A20 3 0.80 -3.000 57.00 8.024 0.69 412.08 13.766 0.69 197.00 RFS APXVTM14-C-120 3 0.80 -3.000 52.90 6.342 0.66 336.31 10.826 0.66 197.00 Alcatel-Lucent MPR e 1 0.80 2.000 13.00 0.798 1.00 67.19 2.035 1.00 194.00 Round Low Profile Platform 1 1.00 0.000 1500.00 21.700 1.00 2832.10 61.175 1.00 193.50 Alcatel-Lucent TD-RRH8x20-25 w 1 0.80 -3.000 70.00 4.046 0.71 264.14 6.773 0.71 190.50 Alcatel-Lucent ALU 800MHz Exte 2 0.80 -3.000 8.80 0.667 0.50 44.94 1.800 0.50 190.30 Alcatel-Lucent 800 MHz RRH 1 0.80 -3.000 53.00 2.134 0.67 204.47 4.142 0.67 190.30 Alcatel-Lucent 800 MHz RRH 2 0.80 -3.000 53.00 2.134 0.67 204.47 4.142 0.67 187.00 Ericsson AIR 21, 1.3M,B4A B2P 3 0.80 -1.000 81.50 6.092 0.70 379.33 10.525 0.70 187.00 Ericsson 4480 BAND 71 3 0.80 0.000 81.00 2.878 0.67 236.92 5.178 0.67 187.00 Ericsson AIR 21, 1.3 M,B2A B4 3 0.80 -1.000 83.00 6.049 0.71 381.93 10.477 0.71 187.00 Ericsson 840590966 3 0.80 0.000 101.40 19.880 0.61 848.00 85.351 0.61 186.00 Round Low Profile Platform 1 1.00 0.000 1500.00 21.700 1.00 2826.32 61.003 1.00 175.00 Round Low Profile Platform 1 1.00 0.000 1500.00 21.700 1.00 2816.71 60.719 1.00 175.00 CCI HPA65R-BU8A 3 0.80 0.000 54.00 11.230 0.71 526.11 17.781 0.71 175.00 Kathrein Scala 80010966 3 0.80 0.000 114.60 17.363 0.63 767.18 24.861 0.63 175.00 Kathrein Scala 860 10025 6 0.80 0.000 1.20 0.156 0.50 13.36 0.822 0.50 175.00 Powerwave Allgon TT19-08BP111- 6 0.80 1.000 16.00 0.553 0.50 57.05 1.592 0.50 175.00 Raycap DC6-48-60-18-8F("Squid 2 0.80 1.000 31.80 1.470 1.00 157.19 2.889 1.00 175.00 Ericsson RRUS 8843 B2,B66A 3 0.80 0.000 72.00 1.639 0.50 196.57 3.356 0.50 175.00 Ericsson RRUS 4449 B5,B12 3 0.80 0.000 71.00 1.969 0.50 201.98 3.865 0.50 175.00 Kathrein Scala 800 10122 3 0.80 1.000 59.50 7.610 0.69 375.32 13.159 0.69 148.50 Generic 5'Omni 1 1.00 0.000 10.00 1.000 1.00 64.78 3.739 1.00 145.00 Round Low Profile Platform 1 1.00 0.000 1500.00 21.700 1.00 2792.70 60.007 1.00 142.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 506.75 17.821 0.70 142.00 Antel LPA-80063/4CF 6 0.80 3.000 20.00 6.142 0.76 496.84 8.349 0.76 142.00 Raycap RVZDC-6627-PF-48 1 0.80 0.000 32.00 3.781 1.00 250.41 6.415 1.00 142.00 Samsung B5/B13 RRH-BRO4C 3 0.80 0.000 70.30 1.875 0.50 184.23 3.673 0.50 142.00 Samsung B2/B66A RRH-BR049 3 0.80 0.000 84.40 1.875 0.50 211.46 3.673 0.50 135.00 RFS APXV18-206517 3 1.00 4.000 26.40 5.050 0.68 207.29 9.730 0.68 120.00 Generic 4'HP Dish 1 1.00 2.000 170.00 15.855 1.00 795.69 20.422 1.00 120.00 Generic Radio/ODU 1 1.00 2.000 30.00 1.600 1.00 130.22 3.249 1.00 119.70 Generic Radio/ODU 1 1.00 2.000 30.00 1.600 1.00 130.05 3.246 1.00 116.00 Generic Radio/ODU 1 1.00 0.000 30.00 1.600 1.00 129.85 3.243 1.00 116.00 Generic 2'HP Dish 1 1.00 0.000 90.00 3.960 1.00 252.32 6.249 1.00 114.00 Generic 2'HP Dish 1 1.00 1.000 90.00 3.960 1.00 251.82 6.242 1.00 114.00 Generic Radio/ODU 1 1.00 1.000 30.00 1.600 1.00 129.54 3.238 1.00 108.00 Generic Flat Platform with Han 1 1.00 0.000 2500.00 42.400 1.00 5940.37 83.015 1.00 108.00 JMA Wireless MX08FR0665-21 3 0.75 0.000 64.50 12.489 0.64 562.26 17.931 0.64 108.00 Fujitsu TA08025-B604 3 0.75 0.000 63.90 1.962 0.50 176.84 3.743 0.50 108.00 Commscope RDIDC-9181-PF-48 1 0.75 0.000 21.90 1.867 1.00 132.11 3.610 1.00 108.00 Fujitsu TA08025-6605 3 0.75 0.000 75.00 1.962 0.50 196.32 3.743 0.50 75.00 Stand-Off 1 1.00 0.000 200.00 3.500 1.00 850.94 10.335 1.00 73.00 PCTEL GPS-TMG-HR-26N 1 1.00 2.000 0.60 0.090 1.00 9.61 0.425 1.00 Totals Num Loadings:48 107 14,074.20 48,209.00 LINEAR APPURTENANCE PROPERTIES ©2007-2020 by ATC LLC.All rights reserved. Page 2 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 Load Case Azimuth(deg): _ Dist Elev Elev Coax Coax Max Dist Dist From From To Dia Wt Coax/ Between Between Azimuth Face Exposed (ft) (ft) Qty Description (in) (lb/ft) Flat Row Rows(in) Cols(in) (deg) (in) To Wind Carrier 5.00 197.00 4 1 1/4"Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N SPRINT NEXTEL 5.00 197.00 1 0.24"(6mm)Cat 5 0.24 0.04 N 0 0 0 0 0 N SPRINT NEXTEL 0.00 187.00 1 1 1/4"Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N T-MOBILE 0.00 187.00 1 1.99"(50.7mm)Hybrid 1.99 1.9 N 0 0 0 0 0 N T-MOBILE 5.00 175.00 12 1 5/8"Coax 1.98 0.82 N 0 0 0 0 0 N AT&T MOBILITY 5.00 175.00 4 0.78"(19.7mm)8 AWG 0.78 0.59 N 0 0 0 0 0 N AT&T MOBILITY 5.00 175.00 1 3"conduit 3.5 7.58 N 0 0 0 0 0 N AT&T MOBILITY 5.00 175.00 1 0.39"(10mm)Fiber Tr 0.39 0.06 N 0 0 0 0 0 N AT&T MOBILITY 5.00 172.00 1 3"conduit 3.5 7.58 N 0 0 0 0 0 N AT&T MOBILITY 0.00 148.00 1 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N Other 5.00 144.00 2 1 5/8"Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIREL 5.00 142.00 10 1 5/8"Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIREL 0.00 142.00 2 1 1/4"Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N VERIZON WIREL 5.00 135.00 6 1 5/8"Coax 1.98 0.82 N 0 0 0 0 0 N METRO PCS INC 5.00 120.00 1 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N AT&T MOBILITY 5.00 116.00 1 3/8"Coax 0.44 0.08 N 0 0 0 0 0 N AT&T MOBILITY 5.00 114.00 1 3/8"Coax 0.44 0.08 N 0 0 0 0 0 N AT&T MOBILITY 0.00 108.00 1 1.60"(40.6mm)Hybrid 1.6 2.34 N 0 0 0 0 0 N DISH WIRELESS 5.00 73.00 1 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N SPRINT NEXTEL ©2007-2020 by ATC LLC.All rights reserved. Page 3 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 • ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 SEGMENT PROPERTIES (Max Len: 5.ft) Seg Top Description Thick Flat Dia Area lx W/t D/t F'y S Z Weight Elev(ft) (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (lb) 0.00 0.4375 59.200 82.010 35,775.40 25.32 135.31 73.9 1185.4 0.0 0.0 5.00 0.4375 58.285 80.733 34,129.30 24.91 133.22 74.4 1148.6 0.0 1,384.4 10.00 0.4375 57.369 79.455 32,534.60 24.49 131.13 74.9 1112.4 0.01,362.7 15.00 0.4375 56.454 78.178 30,990.30 24.08 129.04 75.3 1076.8 0.01,341.0 20.00 0.4375 55.538 76.900 29,495.70 23.66 126.94 75.8 1041.8 0.01,319.2 25.00 0.4375 54.623 75.623 28,050.00 23.24 124.85 76.3 1007.3 0.01,297.5 30.00 0.4375 53.708 74.345 26,652.20 22.83 122.76 76.7 973.4 0.01,275.8 35.00 0.4375 52.792 73.068 25,301.70 22.41 120.67 77.2 940.1 0.01,254.0 40.00 0.4375 51.877 71.790 23,997.60 21.99 118.58 77.7 907.4 0.01,232.3 44.75 Bot-Section 2 0.4375 51.007 70.576 22,801.00 21.60 116.59 78.1 876.9 0.01,150.5 45.00 0.4375 50.961 70.512 22,739.10 21.58 116.48 78.2 875.3 0.0 112.3 50.00 0.4375 50.046 69.235 21,525.40 21.16 114.39 78.6 843.7 0.0 2,224.3 52.00 Top-Section 1 0.3750 50.430 59.878 18,952.90 25.16 134.48 74.1 737.2 0.0 878.4 55.00 0.3750 49.881 59.221 18,335.80 24.87 133.01 74.4 721.1 0.0 607.9 60.00 0.3750 48.965 58.126 17,337.30 24.38 130.57 75 694.5 0.0 998.3 65.00 0.3750 48.050 57.031 16,375.80 23.90 128.13 75.5 668.5 0.0 979.6 70.00 0.3750 47.134 55.936 15,450.50 23.41 125.69 76.1 643.0 0.0 961.0 73.00 0.3750 46.585 55.279 14,912.40 23.12 124.23 76.4 627.9 0.0 567.7 74.08 Bot-Section 3 0.3750 46.387 55.042 14,721.20 23.01 123.70 76.5 622.5 0.0 203.3 75.00 0.3750 46.219 54.841 14,560.80 22.92 123.25 76.6 618.0 0.0 330.9 80.00 0.3750 45.304 53.746 13,705.80 22.44 120.81 77.2 593.4 0.01,784.0 80.75 Top-Section 2 0.3438 45.854 49.912 13,059.70 24.94 133.37 74.4 558.7 0.0 264.5 85.00 0.3438 45.076 49.059 12,401.30 24.49 131.11 74.9 539.7 0.0 715.6 90.00 0.3438 44.160 48.055 11,655.40 23.96 128.45 75.5 517.7 0.0 826.1 95.00 0.3438 43.245 47.051 10,940.00 23.43 125.79 76.1 496.2 0.0 809.1 100.00 0.3438 42.330 46.047 10,254.60 22.90 123.12 76.7 475.2 0.0 792.0 103.92 Bot-Section 4 0.3438 41.613 45.260 9,738.10 22.48 121.04 77.1 459.0 0.0 608.5 105.00 0.3438 41.414 45.043 9,598.40 22.37 120.46 77.3 454.6 0.0 304.7 108.00 0.3438 40.865 44.440 9,218.40 22.05 118.86 77.6 442.5 0.0 836.2 110.00 Top-Section 3 0.2813 41.061 36.594 7,688.10 27.44 145.97 71.5 367.3 0.0 551.2 114.00 0.2813 40.329 35.937 7,281.30 26.93 143.37 72.1 354.2 0.0 493.6 115.00 0.2813 40.146 35.772 7,181.90 26.80 142.72 72.3 350.9 0.0 122.0 116.00 0.2813 39.963 35.608 7,083.40 26.67 142.07 72.4 347.7 0.0 121.4 119.70 0.2813 39.286 35.000 6,726.80 26.19 139.66 72.9 335.9 0.0 444.5 120.00 0.2813 39.231 34.951 6,698.40 26.15 139.46 73 334.9 0.0 35.7 125.00 0.2813 38.315 34.130 6,237.20 25.50 136.21 73.7 319.3 0.0 587.7 130.00 0.2813 37.400 33.308 5,797.60 24.85 132.95 74.4 304.1 0.0 573.7 135.00 0.2813 36.484 32.487 5,379.10 24.21 129.70 75.2 289.2 0.0 559.7 140.00 0.2813 35.569 31.665 4,981.30 23.56 126.45 75.9 274.7 0.0 545.7 142.00 0.2813 35.203 31.337 4,827.90 23.30 125.14 76.2 269.0 0.0 214.4 145.00 0.2813 34.654 30.844 4,603.60 22.91 123.19 76.6 260.6 0.0 317.4 148.50 0.2813 34.013 30.269 4,350.90 22.46 120.91 77.2 250.9 0.0 363.9 150.00 0.2813 33.738 30.022 4,245.50 22.27 119.94 77.4 246.8 0.0 153.9 151.75 Bot-Section 5 0.2813 33.418 29.735 4,124.70 22.04 118.80 77.6 242.1 0.0 177.9 155.00 0.2813 32.823 29.201 3,906.50 21.62 116.68 78.1 233.5 0.0 583.2 156.83 Top-Section 4 0.2188 32.925 22.828 3,084.80 28.34 150.48 70.5 183.8 0.0 324.4 160.00 0.2188 32.345 22.423 2,923.70 27.81 147.83 71.1 177.3 0.0 243.8 165.00 0.2188 31.430 21.784 2,680.80 26.98 143.65 72 167.3 0.0 376.1 170.00 0.2188 30.514 21.145 2,451.80 26.15 139.46 73 157.6 0.0 365.2 175.00 0.2188 29.599 20.506 2,236.20 25.32 135.28 73.9 148.2 0.0 354.3 180.00 0.2188 28.683 19.867 2,033.60 24.48 131.09 74.9 139.1 0.0 343.5 185.00 0.2188 27.768 19.229 1,843.70 23.65 126.91 75.8 130.2 0.0 332.6 186.00 0.2188 27.585 19.101 1,807.10 23.49 126.07 76 128.5 0.0 65.2 187.00 0.2188 27.402 18.973 1,771.10 23.32 125.24 76.2 126.8 0.0 64.8 190.00 0.2188 26.853 18.590 1,665.90 22.82 122.73 76.7 121.7 0.0 191.7 190.30 0.2188 26.798 18.551 1,655.60 22.77 122.48 76.8 121.2 0.0 19.0 190.50 0.2188 26.761 18.526 1,648.80 22.74 122.31 76.8 120.9 0.0 12.6 193.50 0.2188 26.212 18.142 1,548.50 22.24 119.80 77.4 115.9 0.0 187.2 194.00 0.2188 26.120 18.079 1,532.20 22.15 119.38 77.5 115.1 0.0 30.8 195.00 0.2188 25.937 17.951 1,500.00 21.99 118.54 77.7 113.4 0.0 61.3 ©2007-2020 by ATC LLC.All rights reserved. Page 4 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 SEGMENT PROPERTIES (Max Len: 5.ft) Seg Top Description Thick Flat Dia Area lx W/t D/t F'y S Z Weight Elev(ft) (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (lb) 197.00 0.2188 25.571 17.695 1,436.80 21.66 116.87 78.1 110.2 0.0 121.3 197.50 0.2188 25.480 17.631 1,421.30 21.57 116.45 78.2 109.4 0.0 30.1 198.92 0.2188 25.220 17.450 1,377.90 21.34 115.26 78.4 107.2 0.0 84.8 Totals: 35,476.4 ©2007-2020 byATC LLC.All rights reserved. Page 5 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ' ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 Load Case: 1.2D+1.6W Normal 92 mph wind with no ice 31 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 Rotation Ratio Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect (deg) (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) 0.00 -69.66 -44.40 0 -5,991.33 0.00 5,991.33 5,455.75 2,727.88 13,237.38 6,571.59 0 0 0.925 5.00 -67.78 -44.10 0 -5,769.34 0.00 5,769.34 5,404.98 2,702.49 12,908.38 6,408.27 0.13 -0.23 0.913 10.00 -65.64 -43.80 0 -5,548.83 0.00 5,548.83 5,353.12 2,676.56 12,580.71 6,245.59 0.5 -0.47 0.901 15.00 -63.53 -43.48 0 -5,329.84 0.00 5,329.84 5,300.18 2,650.09 12,254.48 6,083.64 1.12 -0.71 0.888 20.00 -61.45 -43.14 0 -5,112.44 0.00 5,112.44 5,246.16 2,623.08 11,929.82 5,922.47 1.99 -0.95 0.875 25.00 -59.40 -42.76 0 -4,896.77 0.00 4,896.77 5,191.05 2,595.53 11,606.86 5,762.13 3.11 -1.19 0.862 30.00 -57.38 -42.35 0 -4,682.99 0.00 4,682.99 5,134.87 2,567.43 11,285.71 5,602.70 4.48 -1.43 0.847 35.00 -55.38 -41.92 0 -4,471.24 0.00 4,471.24 5,077.59 2,538.80 10,966.50 5,444.23 6.11 -1.68 0.832 40.00 -53.43 -41.48 0 -4,261.65 0.00 4,261.65 5,019.24 2,509.62 10,649.36 5,286.79 8 -1.92 0.817 44.75 -51.66 -41.22 0 -4,064.63 0.00 4,064.63 4,962.80 2,481.40 10,350.09 5,138.22 10.03 -2.16 0.802 45.00 -51.43 -40.99 0 -4,054.33 0.00 4,054.33 4,959.80 2,479.90 10,334.40 5,130.43 10.14 -2.17 0.801 50.00 -48.33 -40.57 0 -3,849.38 0.00 3,849.38 4,899.28 2,449.64 10,021.75 4,975.22 12.55 -2.42 0.784 52.00 -47.07 -40.30 0 -3,768.24 0.00 3,768.24 3,993.52 1,996.76 8,253.33 4,097.30 13.58 -2.52 0.932 55.00 -46.03 -39.92 0 -3,647.34 0.00 3,647.34 3,967.27 1,983.64 8,108.44 4,025.37 15.21 -2.67 0.918 60.00 -44.35 -39.42 0 -3,447.76 0.00 3,447.76 3,922.65 1,961.33 7,867.89 3,905.95 18.15 -2.94 0.894 65.00 -42.70 -38.90 0 -3,250.68 0.00 3,250.68 3,876.95 1,938.48 7,628.60 3,787.16 21.37 -3.22 0.870 70.00 -41.10 -38.46 0 -3,056.19 0.00 3,056.19 3,830.17 1,915.08 7,390.71 3,669.06 24.89 -3.49 0.844 73.00 -40.17 -38.22 0 -2,940.81 0.00 2,940.81 3,801.58 1,900.79 7,248.69 3,598.56 27.13 -3.66 0.828 74.08 -39.83 -38.11 0 -2,899.40 0.00 2,899.40 3,791.16 1,895.58 7,197.55 3,573.17 27.97 -3.72 0.822 75.00 -39.06 -37.65 0 -2,864.47 0.00 2,864.47 3,782.30 1,891.15 7,154.33 3,551.71 28.69 -3.77 0.817 80.00 -36.53 -37.21 0 -2,676.25 0.00 2,676.25 3,733.35 1,866.68 6,919.59 3,435.18 32.78 -4.04 0.789 80.75 -36.09 -36.95 0 -2,648.34 0.00 2,648.34 3,340.02 1,670.01 6,275.61 3,115.48 33.42 -4.08 0.861 85.00 -34.85 -36.43 0 -2,491.31 0.00 2,491.31 3,305.40 1,652.70 6,103.59 3,030.08 37.15 -4.31 0.833 90.00 -33.41 -35.86 0 -2,309.15 0.00 2,309.15 3,263.68 1,631.84 5,902.28 2,930.14 41.8 -4.58 0.799 95.00 -32.01 -35.28 0 -2,129.84 0.00 2,129.84 3,220.87 1,610.43 5,702.22 2,830.82 46.75 -4.85 0.763 100.00 -30.64 -34.75 0 -1,953.43 0.00 1,953.43 3,176.98 1,588.49 5,503.55 2,732.19 51.97 -5.12 0.725 103.92 -29.61 -34.42 0 -1,817.34 0.00 1,817.34 3,141.84 1,570.92 5,348.97 2,655.45 56.25 -5.33 0.694 105.00 -29.14 -34.18 0 -1,780.06 0.00 1,780.06 3,132.00 1,566.00 5,306.39 2,634.31 57.46 -5.38 0.685 108.00 -24.46 -30.39 0 -1,677.52 0.00 1,677.52 3,104.50 1,552.25 5,188.87 2,575.97 60.89 -5.54 0.659 110.00 -23.64 -30.01 0 -1,616.75 0.00 1,616.75 2,355.43 1,177.72 3,968.27 1,970.02 63.23 -5.64 0.831 114.00 -22.65 -29.39 0 -1,496.47 0.00 1,496.47 2,332.08 1,166.04 3,857.90 1,915.22 68.03 -5.83 0.792 115.00 -22.42 -29.28 0 -1,467.07 0.00 1,467.07 2,326.14 1,163.07 3,830.35 1,901.55 69.25 -5.89 0.782 116.00 -22.06 -28.75 0 -1,437.80 0.00 1,437.80 2,320.15 1,160.07 3,802.82 1,887.88 70.49 -5.95 0.772 119.70 -21.25 -28.39 0 -1,331.28 0.00 1,331.28 2,297.61 1,148.81 3,701.15 1,837.40 75.18 -6.16 0.734 120.00 -21.00 -27.27 0 -1,321.09 0.00 1,321.09 2,295.76 1,147.88 3,692.92 1,833.32 75.56 -6.17 0.730 125.00 -19.94 -26.67 0 -1,184.75 0.00 1,184.75 2,264.30 1,132.15 3,556.09 1,765.39 82.16 -6.44 0.680 130.00 -18.90 -26.06 0 -1,051.42 0.00 1,051.42 2,231.76 1,115.88 3,420.01 1,697.84 89.03 -6.69 0.628 135.00 -17.86 -24.94 0 -919.10 0.00 919.10 2,198.13 1,099.07 3,284.78 1,630.71 96.15 -6.94 0.572 140.00 -16.91 -24.48 0 -794.40 0.00 794.40 2,163.43 1,081.71 3,150.54 1,564.06 103.52 -7.16 0.516 142.00 -15.87 -20.71 0 -742.11 0.00 742.11 2,149.24 1,074.62 3,097.15 1,537.56 106.53 -7.25 0.490 145.00 -13.71 -19.02 0 -679.99 0.00 679.99 2,127.63 1,063.82 3,017.41 1,497.97 111.12 -7.38 0.461 148.50 -13.13 -18.65 0 -613.40 0.00 613.40 2,101.94 1,050.97 2,924.94 1,452.06 116.56 -7.52 0.429 150.00 -12.89 -18.46 0 -585.43 0.00 585.43 2,090.76 1,045.38 2,885.51 1,432.49 118.93 -7.57 0.415 151.75 -12.61 -18.18 0 -553.12 0.00 553.12 2,077.60 1,038.80 2,839.65 1,409.72 121.71 -7.64 0.399 155.00 -11.80 -17.82 0 -494.05 0.00 494.05 2,052.80 1,026.40 2,754.96 1,367.68 126.94 -7.76 0.367 156.83 -11.35 -17.51 0 -461.38 0.00 461.38 1,448.51 724.25 1,957.58 971.83 129.92 -7.82 0.483 160.00 -10.94 -17.06 0 -405.95 0.00 405.95 1,434.86 717.43 1,904.54 945.50 135.13 -7.93 0.438 165.00 -10.32 -16.49 0 -320.66 0.00 320.66 1,412.44 706.22 1,821.00 904.02 143.5 -8.1 0.363 170.00 -9.71 -15.93 0 -238.22 0.00 238.22 1,388.93 694.47 1,737.81 862.72 152.04 -8.25 0.284 175.00 -6.52 -10.39 0 -157.75 0.00 157.75 1,364.34 682.17 1,655.09 821.66 160.72 -8.37 0.197 180.00 -6.13 -9.86 0 -105.80 0.00 105.80 1,338.67 669.34 1,572.97 780.89 169.5 -8.45 0.140 185.00 -5.73 -9.52 0 -56.49 0.00 56.49 1,311.91 655.96 1,491.58 740.48 178.35 -8.51 0.081 186.00 -4.05 -8.03 0 -46.97 0.00 46.97 1,306.43 653.22 1,475.40 732.45 180.12 -8.51 0.067 187.00 -3.17 -4.85 0 -38.94 0.00 38.94 1,300.91 650.45 1,459.26 724.44 181.9 -8.52 0.056 190.00 -2.95 -4.67 0 -24.39 0.00 24.39 1,284.08 642.04 1,411.04 700.50 187.24 -8.54 0.037 190.30 -2.77 -4.43 0 -22.99 0.00 22.99 1,282.37 641.19 1,406.24 698.11 187.78 -8.54 0.035 190.50 -2.76 -4.26 0 -22.10 0.00 22.10 1,281.23 640.62 1,403.04 696.53 188.13 -8.54 0.034 193.50 -2.48 -3.94 0 -9.32 0.00 9.32 1,263.94 631.97 1,355.23 672.79 193.48 -8.55 0.016 194.00 -0.84 -2.47 0 -7.35 0.00 7.35 1,261.03 630.51 1,347.30 668.86 194.37 -8.55 0.012 195.00 -0.78 -2.33 0 -4.88 0.00 4.88 1,255.15 627.58 1,331.47 661.00 196.16 -8.55 0.008 197.00 -0.18 -0.24 0 -0.23 0.00 0.23 1,243.28 621.64 1,299.94 645.34 199.73 -8.55 0.000 197.50 -0.09 -0.08 0 -0.11 0.00 0.11 1,240.29 620.14 1,292.08 641.44 200.62 -8.55 0.000 198.92 0.00 -0.06 0 0.00 0.00 0.00 1,231.72 615.86 1,269.84 630.40 203.15 -8.55 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 6 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 Load Case:0.9D+1.6W Normal 92 mph wind with no ice 31 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 Rotation Ratio Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect (deg) (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) 0.00 -52.22 -44.36 0 -5,888.22 0.00 5,888.22 5,455.75 2,727.88 13,237.38 6,571.59 0 0 0.906 5.00 -50.77 -43.99 0 -5,666.42 0.00 5,666.42 5,404.98 2,702.49 12,908.38 6,408.27 0.12 -0.23 0.894 10.00 -49.13 -43.62 0 -5,446.46 0.00 5,446.46 5,353.12 2,676.56 12,580.71 6,245.59 0.49 -0.46 0.881 15.00 -47.50 -43.24 0 -5,228.37 0.00 5,228.37 5,300.18 2,650.09 12,254.48 6,083.64 1.1 -0.69 0.869 20.00 -45.91 -42.83 0 -5,012.18 0.00 5,012.18 5,246.16 2,623.08 11,929.82 5,922.47 1.95 -0.93 0.855 25.00 -44.33 -42.39 0 -4,798.04 0.00 4,798.04 5,191.05 2,595.53 11,606.86 5,762.13 3.05 -1.17 0.841 30.00 -42.78 -41.93 0 -4,586.09 0.00 4,586.09 5,134.87 2,567.43 11,285.71 5,602.70 4.4 -1.4 0.827 35.00 -41.25 -41.45 0 -4,376.44 0.00 4,376.44 5,077.59 2,538.80 10,966.50 5,444.23 6 -1.64 0.812 40.00 -39.75 -40.96 0 -4,169.20 0.00 4,169.20 5,019.24 2,509.62 10,649.36 5,286.79 7.85 -1.88 0.797 44.75 -38.41 -40.68 0 -3,974.63 0.00 3,974.63 4,962.80 2,481.40 10,350.09 5,138.22 9.84 -2.11 0.782 45.00 -38.21 -40.43 0 -3,964.46 0.00 3,964.46 4,959.80 2,479.90 10,334.40 5,130.43 9.95 -2.13 0.781 50.00 -35.87 -40.00 0 -3,762.31 0.00 3,762.31 4,899.28 2,449.64 10,021.75 4,975.22 12.31 -2.37 0.764 52.00 -34.91 -39.72 0 -3,682.32 0.00 3,682.32 3,993.52 1,996.76 8,253.33 4,097.30 13.32 -2.47 0.908 55.00 -34.10 -39.30 0 -3,563.17 0.00 3,563.17 3,967.27 1,983.64 8,108.44 4,025.37 14.91 -2.61 0.894 60.00 -32.81 -38.75 0 -3,366.69 0.00 3,366.69 3,922.65 1,961.33 7,867.89 3,905.95 17.79 -2.88 0.871 65.00 -31.54 -38.20 0 -3,172.92 0.00 3,172.92 3,876.95 1,938.48 7,628.60 3,787.16 20.95 -3.15 0.846 70.00 -30.32 -37.74 0 -2,981.90 0.00 2,981.90 3,830.17 1,915.08 7,390.71 3,669.06 24.39 -3.42 0.821 73.00 -29.61 -37.50 0 -2,868.67 0.00 2,868.67 3,801.58 1,900.79 7,248.69 3,598.56 26.59 -3.58 0.805 74.08 -29.34 -37.38 0 -2,828.05 0.00 2,828.05 3,791.16 1,895.58 7,197.55 3,573.17 27.41 -3.64 0.800 75.00 -28.75 -36.90 0 -2,793.78 0.00 2,793.78 3,782.30 1,891.15 7,154.33 3,551.71 28.11 -3.69 0.795 80.00 -26.84 -36.47 0 -2,609.31 0.00 2,609.31 3,733.35 1,866.68 6,919.59 3,435.18 32.11 -3.95 0.767 80.75 -26.50 -36.20 0 -2,581.95 0.00 2,581.95 3,340.02 1,670.01 6,275.61 3,115.48 32.74 -3.99 0.837 85.00 -25.54 -35.66 0 -2,428.11 0.00 2,428.11 3,305.40 1,652.70 6,103.59 3,030.08 36.39 -4.21 0.810 90.00 -24.44 -35.07 0 -2,249.81 0.00 2,249.81 3,263.68 1,631.84 5,902.28 2,930.14 40.94 -4.48 0.776 95.00 -23.37 -34.48 0 -2,074.46 0.00 2,074.46 3,220.87 1,610.43 5,702.22 2,830.82 45.78 -4.75 0.741 100.00 -22.33 -33.93 0 -1,902.07 0.00 1,902.07 3,176.98 1,588.49 5,503.55 2,732.19 50.88 -5.01 0.704 103.92 -21.55 -33.61 0 -1,769.16 0.00 1,769.16 3,141.84 1,570.92 5,348.97 2,655.45 55.07 -5.2 0.674 105.00 -21.18 -33.37 0 -1,732.75 0.00 1,732.75 3,132.00 1,566.00 5,306.39 2,634.31 56.25 -5.26 0.665 108.00 -17.73 -29.68 0 -1,632.66 0.00 1,632.66 3,104.50 1,552.25 5,188.87 2,575.97 59.6 -5.41 0.640 110.00 -17.11 -29.30 0 -1,573.29 0.00 1,573.29 2,355.43 1,177.72 3,968.27 1,970.02 61.89 -5.51 0.807 114.00 -16.37 -28.70 0 -1,455.82 0.00 1,455.82 2,332.08 1,166.04 3,857.90 1,915.22 66.58 -5.7 0.768 115.00 -16.19 -28.58 0 -1,427.12 0.00 1,427.12 2,326.14 1,163.07 3,830.35 1,901.55 67.78 -5.76 0.758 116.00 -15.92 -28.05 0 -1,398.53 0.00 1,398.53 2,320.15 1,160.07 3,802.82 1,887.88 68.99 -5.81 0.748 119.70 -15.31 -27.70 0 -1,294.59 0.00 1,294.59 2,297.61 1,148.81 3,701.15 1,837.40 73.56 -6.01 0.712 120.00 -15.14 -26.57 0 -1,284.62 0.00 1,284.62 2,295.76 1,147.88 3,692.92 1,833.32 73.94 -6.03 0.708 125.00 -14.33 -25.97 0 -1,151.74 0.00 1,151.74 2,264.30 1,132.15 3,556.09 1,765.39 80.38 -6.29 0.659 130.00 -13.55 -25.37 0 -1,021.88 0.00 1,021.88 2,231.76 1,115.88 3,420.01 1,697.84 87.09 -6.54 0.608 135.00 -12.77 -24.26 0 -892.99 0.00 892.99 2,198.13 1,099.07 3,284.78 1,630.71 94.05 -6.77 0.554 140.00 -12.06 -23.82 0 -771.67 0.00 771.67 2,163.43 1,081.71 3,150.54 1,564.06 101.24 -6.99 0.499 142.00 -11.37 -20.09 0 -720.69 0.00 720.69 2,149.24 1,074.62 3,097.15 1,537.56 104.18 -7.08 0.474 145.00 -9.79 -18.47 0 -660.43 0.00 660.43 2,127.63 1,063.82 3,017.41 1,497.97 108.66 -7.2 0.446 148.50 -9.36 -18.11 0 -595.78 0.00 595.78 2,101.94 1,050.97 2,924.94 1,452.06 113.97 -7.33 0.415 150.00 -9.18 -17.93 0 -568.61 0.00 568.61 2,090.76 1,045.38 2,885.51 1,432.49 116.28 -7.39 0.402 151.75 -8.97 -17.65 0 -537.23 0.00 537.23 2,077.60 1,038.80 2,839.65 1,409.72 118.99 -7.46 0.386 155.00 -8.36 -17.31 0 -479.88 0.00 479.88 2,052.80 1,026.40 2,754.96 1,367.68 124.1 -7.57 0.355 156.83 -8.03 -17.01 0 -448.15 0.00 448.15 1,448.51 724.25 1,957.58 971.83 127.01 -7.63 0.467 160.00 -7.73 -16.57 0 -394.27 0.00 394.27 1,434.86 717.43 1,904.54 945.50 132.09 -7.73 0.423 165.00 -7.26 -16.02 0 -311.43 0.00 311.43 1,412.44 706.22 1,821.00 904.02 140.26 -7.9 0.350 170.00 -6.82 -15.47 0 -231.34 0.00 231.34 1,388.93 694.47 1,737.81 862.72 148.59 -8.05 0.274 175.00 -4.59 -10.08 0 -153.14 0.00 153.14 1,364.34 682.17 1,655.09 821.66 157.06 -8.16 0.190 180.00 -4.31 -9.57 0 -102.74 0.00 102.74 1,338.67 669.34 1,572.97 780.89 165.62 -8.24 0.135 185.00 -4.02 -9.25 0 -54.89 0.00 54.89 1,311.91 655.96 1,491.58 740.48 174.25 -8.3 0.077 186.00 -2.79 -7.83 0 -45.64 0.00 45.64 1,306.43 653.22 1,475.40 732.45 175.99 -8.3 0.065 187.00 -2.24 -4.70 0 -37.82 0.00 37.82 1,300.91 650.45 1,459.26 724.44 177.72 -8.31 0.054 190.00 -2.08 -4.52 0 -23.72 0.00 23.72 1,284.08 642.04 1,411.04 700.50 182.93 -8.33 0.036 190.30 -1.95 -4.30 0 -22.37 0.00 22.37 1,282.37 641.19 1,406.24 698.11 183.45 -8.33 0.034 190.50 -1.94 -4.13 0 -21.51 0.00 21.51 1,281.23 640.62 1,403.04 696.53 183.8 -8.33 0.032 193.50 -1.74 -3.82 0 -9.12 0.00 9.12 1,263.94 631.97 1,355.23 672.79 189.02 -8.34 0.015 194.00 -0.55 -2.42 0 -7.21 0.00 7.21 1,261.03 630.51 1,347.30 668.86 189.89 -8.34 0.011 195.00 -0.51 -2.29 0 -4.79 0.00 4.79 1,255.15 627.58 1,331.47 661.00 191.63 -8.34 0.008 197.00 -0.13 -0.23 0 -0.22 0.00 0.22 1,243.28 621.64 1,299.94 645.34 195.11 -8.34 0.000 197.50 -0.07 -0.07 0 -0.10 0.00 0.10 1,240.29 620.14 1,292.08 641.44 195.98 -8.34 0.000 ©2007-2020 byATC LLC.All rights reserved. Page 7 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 198.92 0.00 -0.06 0 0.00 0.00 0.00 1,231.72 615.86 1,269.84 630.40 198.45 -8.34 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 8 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 Load Case: 1.2D+1.0Di+1.0Wi Normal 50 mph wind with 1.5"radial ice 32 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 Rotation Ratio Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect (deg) (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) 0.00 -138.15 -16.28 0 -2,556.63 0.00 2,556.63 5,455.75 2,727.88 13,237.38 6,571.59 0 0 0.414 5.00 -135.53 -16.33 0 -2,475.26 0.00 2,475.26 5,404.98 2,702.49 12,908.38 6,408.27 0.05 -0.1 0.411 10.00 -132.56 -16.38 0 -2,393.62 0.00 2,393.62 5,353.12 2,676.56 12,580.71 6,245.59 0.21 -0.2 0.408 15.00 -129.58 -16.42 0 -2,311.74 0.00 2,311.74 5,300.18 2,650.09 12,254.48 6,083.64 0.48 -0.3 0.404 20.00 -126.61 -16.44 0 -2,229.67 0.00 2,229.67 5,246.16 2,623.08 11,929.82 5,922.47 0.85 -0.41 0.401 25.00 -123.65 -16.45 0 -2,147.47 0.00 2,147.47 5,191.05 2,595.53 11,606.86 5,762.13 1.34 -0.51 0.397 30.00 -120.71 -16.45 0 -2,065.21 0.00 2,065.21 5,134.87 2,567.43 11,285.71 5,602.70 1.93 -0.62 0.392 35.00 -117.79 -16.44 0 -1,982.96 0.00 1,982.96 5,077.59 2,538.80 10,966.50 5,444.23 2.64 -0.73 0.387 40.00 -114.91 -16.41 0 -1,900.78 0.00 1,900.78 5,019.24 2,509.62 10,649.36 5,286.79 3.46 -0.84 0.382 44.75 -112.20 -16.37 0 -1,822.83 0.00 1,822.83 4,962.80 2,481.40 10,350.09 5,138.22 4.35 -0.94 0.377 45.00 -111.98 -16.37 0 -1,818.74 0.00 1,818.74 4,959.80 2,479.90 10,334.40 5,130.43 4.4 -0.95 0.377 50.00 -107.91 -16.30 0 -1,736.87 0.00 1,736.87 4,899.28 2,449.64 10,021.75 4,975.22 5.45 -1.06 0.371 52.00 -106.29 -16.27 0 -1,704.27 0.00 1,704.27 3,993.52 1,996.76 8,253.33 4,097.30 5.91 -1.11 0.443 55.00 -104.71 -16.25 0 -1,655.46 0.00 1,655.46 3,967.27 1,983.64 8,108.44 4,025.37 6.62 -1.17 0.438 60.00 -102.11 -16.20 0 -1,574.23 0.00 1,574.23 3,922.65 1,961.33 7,867.89 3,905.95 7.92 -1.3 0.429 65.00 -99.54 -16.15 0 -1,493.23 0.00 1,493.23 3,876.95 1,938.48 7,628.60 3,787.16 9.35 -1.42 0.420 70.00 -97.02 -16.08 0 -1,412.50 0.00 1,412.50 3,830.17 1,915.08 7,390.71 3,669.06 10.91 -1.55 0.410 73.00 -95.51 -16.04 0 -1,364.26 0.00 1,364.26 3,801.58 1,900.79 7,248.69 3,598.56 11.91 -1.63 0.404 74.08 -94.97 -16.02 0 -1,346.89 0.00 1,346.89 3,791.16 1,895.58 7,197.55 3,573.17 12.28 -1.66 0.402 75.00 -93.47 -15.89 0 -1,332.20 0.00 1,332.20 3,782.30 1,891.15 7,154.33 3,551.71 12.6 -1.68 0.400 80.00 -89.97 -15.77 0 -1,252.76 0.00 1,252.76 3,733.35 1,866.68 6,919.59 3,435.18 14.42 -1.81 0.389 80.75 -89.44 -15.75 0 -1,240.93 0.00 1,240.93 3,340.02 1,670.01 6,275.61 3,115.48 14.71 -1.82 0.425 85.00 -87.42 -15.67 0 -1,174.00 0.00 1,174.00 3,305.40 1,652.70 6,103.59 3,030.08 16.38 -1.93 0.414 90.00 -85.09 -15.57 0 -1,095.67 0.00 1,095.67 3,263.68 1,631.84 5,902.28 2,930.14 18.48 -2.06 0.400 95.00 -82.79 -15.45 0 -1,017.84 0.00 1,017.84 3,220.87 1,610.43 5,702.22 2,830.82 20.71 -2.19 0.385 100.00 -80.53 -15.34 0 -940.58 0.00 940.58 3,176.98 1,588.49 5,503.55 2,732.19 23.07 -2.32 0.370 103.92 -78.79 -15.25 0 -880.52 0.00 880.52 3,141.84 1,570.92 5,348.97 2,655.45 25.01 -2.42 0.357 105.00 -78.13 -15.20 0 -864.00 0.00 864.00 3,132.00 1,566.00 5,306.39 2,634.31 25.56 -2.45 0.353 108.00 -67.33 -13.67 0 -818.40 0.00 818.40 3,104.50 1,552.25 5,188.87 2,575.97 27.12 -2.52 0.339 110.00 -66.15 -13.58 0 -791.06 0.00 791.06 2,355.43 1,177.72 3,968.27 1,970.02 28.19 -2.57 0.430 114.00 -64.17 -13.37 0 -736.68 0.00 736.68 2,332.08 1,166.04 3,857.90 1,915.22 30.39 -2.67 0.412 115.00 -63.77 -13.34 0 -723.31 0.00 723.31 2,326.14 1,163.07 3,830.35 1,901.55 30.95 -2.7 0.408 116.00 -62.99 -13.20 0 -709.97 0.00 709.97 2,320.15 1,160.07 3,802.82 1,887.88 31.51 -2.72 0.403 119.70 -61.41 -13.07 0 -661.09 0.00 661.09 2,297.61 1,148.81 3,701.15 1,837.40 33.67 -2.83 0.387 120.00 -60.38 -12.77 0 -656.76 0.00 656.76 2,295.76 1,147.88 3,692.92 1,833.32 33.84 -2.83 0.385 125.00 -58.45 -12.61 0 -592.89 0.00 592.89 2,264.30 1,132.15 3,556.09 1,765.39 36.88 -2.97 0.362 130.00 -56.56 -12.43 0 -529.86 0.00 529.86 2,231.76 1,115.88 3,420.01 1,697.84 40.06 -3.09 0.338 135.00 -54.11 -12.03 0 -466.99 0.00 466.99 2,198.13 1,099.07 3,284.78 1,630.71 43.36 -3.22 0.311 140.00 -52.32 -11.86 0 -406.85 0.00 406.85 2,163.43 1,081.71 3,150.54 1,564.06 46.79 -3.33 0.284 142.00 -44.29 -10.38 0 -382.29 0.00 382.29 2,149.24 1,074.62 3,097.15 1,537.56 48.2 -3.38 0.269 145.00 -40.32 -9.52 0 -351.14 0.00 351.14 2,127.63 1,063.82 3,017.41 1,497.97 50.34 -3.44 0.253 148.50 -39.10 -9.35 0 -317.83 0.00 317.83 2,101.94 1,050.97 2,924.94 1,452.06 52.89 -3.51 0.238 150.00 -38.61 -9.28 0 -303.80 0.00 303.80 2,090.76 1,045.38 2,885.51 1,432.49 54 -3.55 0.231 151.75 -38.03 -9.18 0 -287.56 0.00 287.56 2,077.60 1,038.80 2,839.65 1,409.72 55.3 -3.58 0.222 155.00 -36.67 -9.03 0 -257.73 0.00 257.73 2,052.80 1,026.40 2,754.96 1,367.68 57.76 -3.64 0.206 156.83 -35.91 -8.91 0 -241.18 0.00 241.18 1,448.51 724.25 1,957.58 971.83 59.17 -3.67 0.273 160.00 -34.99 -8.75 0 -212.95 0.00 212.95 1,434.86 717.43 1,904.54 945.50 61.62 -3.73 0.250 165.00 -33.56 -8.52 0 -169.21 0.00 169.21 1,412.44 706.22 1,821.00 904.02 65.57 -3.82 0.211 170.00 -32.16 -8.28 0 -126.62 0.00 126.62 1,388.93 694.47 1,737.81 862.72 69.62 -3.9 0.170 175.00 -21.14 -5.75 0 -84.91 0.00 84.91 1,364.34 682.17 1,655.09 821.66 73.73 -3.96 0.119 180.00 -19.98 -5.51 0 -56.15 0.00 56.15 1,338.67 669.34 1,572.97 780.89 77.9 -4.01 0.087 185.00 -18.84 -5.33 0 -28.61 0.00 28.61 1,311.91 655.96 1,491.58 740.48 82.11 -4.04 0.053 186.00 -15.63 -4.48 0 -23.28 0.00 23.28 1,306.43 653.22 1,475.40 732.45 82.96 -4.04 0.044 187.00 -10.11 -2.39 0 -18.80 0.00 18.80 1,300.91 650.45 1,459.26 724.44 83.81 -4.04 0.034 190.00 -9.46 -2.29 0 -11.64 0.00 11.64 1,284.08 642.04 1,411.04 700.50 86.35 -4.05 0.024 190.30 -8.79 -2.17 0 -10.95 0.00 10.95 1,282.37 641.19 1,406.24 698.11 86.6 -4.05 0.023 190.50 -8.66 -2.09 0 -10.52 0.00 10.52 1,281.23 640.62 1,403.04 696.53 86.77 -4.05 0.022 193.50 -7.76 -1.93 0 -4.24 0.00 4.24 1,263.94 631.97 1,355.23 672.79 89.32 -4.06 0.012 194.00 -4.67 -1.09 0 -3.27 0.00 3.27 1,261.03 630.51 1,347.30 668.86 89.74 -4.06 0.009 195.00 -4.46 -1.03 0 -2.18 0.00 2.18 1,255.15 627.58 1,331.47 661.00 90.59 -4.06 0.007 197.00 -0.61 -0.12 0 -0.12 0.00 0.12 1,243.28 621.64 1,299.94 645.34 92.29 -4.06 0.001 197.50 -0.28 -0.04 0 -0.06 0.00 0.06 1,240.29 620.14 1,292.08 641.44 92.71 -4.06 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 9 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 • ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 198.92 0.00 -0.02 0 0.00 0.00 0.00 1,231.72 615.86 1,269.84 630.40 93.92 -4.06 0.000 ©2007-2020 byATC LLC.All rights reserved. Page 10 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 Load Case: 1.0D+1.0W Service Normal 60 mph Wind with No Ice 29 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 Rotation Ratio Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect (deg) (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) 0.00 -58.12 -10.55 0 -1,412.55 0.00 1,412.55 5,455.75 2,727.88 13,237.38 6,571.59 0 0 0.226 5.00 -56.69 -10.47 0 -1,359.78 0.00 1,359.78 5,404.98 2,702.49 12,908.38 6,408.27 0.03 -0.06 0.223 10.00 -55.05 -10.39 0 -1,307.43 0.00 1,307.43 5,353.12 2,676.56 12,580.71 6,245.59 0.12 -0.11 0.220 15.00 -53.43 -10.30 0 -1,255.49 0.00 1,255.49 5,300.18 2,650.09 12,254.48 6,083.64 0.26 -0.17 0.216 20.00 -51.83 -10.21 0 -1,203.97 0.00 1,203.97 5,246.16 2,623.08 11,929.82 5,922.47 0.47 -0.22 0.213 25.00 -50.25 -10.11 0 -1,152.91 0.00 1,152.91 5,191.05 2,595.53 11,606.86 5,762.13 0.73 -0.28 0.210 30.00 -48.69 -10.01 0 -1,102.35 0.00 1,102.35 5,134.87 2,567.43 11,285.71 5,602.70 1.06 -0.34 0.206 35.00 -47.16 -9.90 0 -1,052.31 0.00 1,052.31 5,077.59 2,538.80 10,966.50 5,444.23 1.44 -0.39 0.203 40.00 -45.64 -9.79 0 -1,002.81 0.00 1,002.81 5,019.24 2,509.62 10,649.36 5,286.79 1.88 -0.45 0.199 44.75 -44.23 -9.72 0 -956.31 0.00 956.31 4,962.80 2,481.40 10,350.09 5,138.22 2.36 -0.51 0.195 45.00 -44.10 -9.67 0 -953.88 0.00 953.88 4,959.80 2,479.90 10,334.40 5,130.43 2.39 -0.51 0.195 50.00 -41.60 -9.57 0 -905.55 0.00 905.55 4,899.28 2,449.64 10,021.75 4,975.22 2.96 -0.57 0.191 52.00 -40.61 -9.50 0 -886.42 0.00 886.42 3,993.52 1,996.76 8,253.33 4,097.30 3.2 -0.59 0.227 55.00 -39.83 -9.41 0 -857.91 0.00 857.91 3,967.27 1,983.64 8,108.44 4,025.37 3.58 -0.63 0.223 60.00 -38.55 -9.28 0 -810.89 0.00 810.89 3,922.65 1,961.33 7,867.89 3,905.95 4.28 -0.69 0.217 65.00 -37.29 -9.16 0 -764.48 0.00 764.48 3,876.95 1,938.48 7,628.60 3,787.16 5.04 -0.76 0.212 70.00 -36.06 -9.05 0 -718.70 0.00 718.70 3,830.17 1,915.08 7,390.71 3,669.06 5.86 -0.82 0.205 73.00 -35.32 -8.99 0 -691.55 0.00 691.55 3,801.58 1,900.79 7,248.69 3,598.56 6.39 -0.86 0.201 74.08 -35.06 -8.97 0 -681.81 0.00 681.81 3,791.16 1,895.58 7,197.55 3,573.17 6.59 -0.87 0.200 75.00 -34.47 -8.85 0 -673.59 0.00 673.59 3,782.30 1,891.15 7,154.33 3,551.71 6.76 -0.89 0.199 80.00 -32.42 -8.75 0 -629.33 0.00 629.33 3,733.35 1,866.68 6,919.59 3,435.18 7.72 -0.95 0.192 80.75 -32.11 -8.69 0 -622.76 0.00 622.76 3,340.02 1,670.01 6,275.61 3,115.48 7.87 -0.96 0.210 85.00 -31.16 -8.57 0 -585.83 0.00 585.83 3,305.40 1,652.70 6,103.59 3,030.08 8.75 -1.01 0.203 90.00 -30.05 -8.43 0 -543.00 0.00 543.00 3,263.68 1,631.84 5,902.28 2,930.14 9.85 -1.08 0.195 95.00 -28.97 -8.29 0 -500.86 0.00 500.86 3,220.87 1,610.43 5,702.22 2,830.82 11.01 -1.14 0.186 100.00 -27.90 -8.17 0 -459.40 0.00 459.40 3,176.98 1,588.49 5,503.55 2,732.19 12.24 -1.2 0.177 103.92 -27.08 -8.09 0 -427.42 0.00 427.42 3,141.84 1,570.92 5,348.97 2,655.45 13.25 -1.25 0.170 105.00 -26.71 -8.03 0 -418.65 0.00 418.65 3,132.00 1,566.00 5,306.39 2,634.31 13.54 -1.27 0.167 108.00 -22.60 -7.15 0 -394.55 0.00 394.55 3,104.50 1,552.25 5,188.87 2,575.97 14.34 -1.3 0.160 110.00 -21.94 -7.06 0 -380.26 0.00 380.26 2,355.43 1,177.72 3,968.27 1,970.02 14.89 -1.33 0.202 114.00 -21.12 -6.91 0 -351.97 0.00 351.97 2,332.08 1,166.04 3,857.90 1,915.22 16.03 -1.37 0.193 115.00 -20.94 -6.89 0 -345.06 0.00 345.06 2,326.14 1,163.07 3,830.35 1,901.55 16.31 -1.39 0.191 116.00 -20.65 -6.76 0 -338.18 0.00 338.18 2,320.15 1,160.07 3,802.82 1,887.88 16.61 -1.4 0.188 119.70 -19.98 -6.68 0 -313.13 0.00 313.13 2,297.61 1,148.81 3,701.15 1,837.40 17.71 -1.45 0.179 120.00 -19.74 -6.41 0 -310.73 0.00 310.73 2,295.76 1,147.88 3,692.92 1,833.32 17.8 -1.45 0.178 125.00 -18.89 -6.27 0 -278.68 0.00 278.68 2,264.30 1,132.15 3,556.09 1,765.39 19.36 -1.52 0.166 130.00 -18.05 -6.13 0 -247.33 0.00 247.33 2,231.76 1,115.88 3,420.01 1,697.84 20.98 -1.57 0.154 135.00 -17.16 -5.86 0 -216.21 0.00 216.21 2,198.13 1,099.07 3,284.78 1,630.71 22.66 -1.63 0.140 140.00 -16.38 -5.76 0 -186.90 0.00 186.90 2,163.43 1,081.71 3,150.54 1,564.06 24.39 -1.69 0.127 142.00 -15.17 -4.86 0 -174.59 0.00 174.59 2,149.24 1,074.62 3,097.15 1,537.56 25.1 -1.71 0.121 145.00 -13.26 -4.47 0 -160.00 0.00 160.00 2,127.63 1,063.82 3,017.41 1,497.97 26.19 -1.74 0.113 148.50 -12.76 -4.38 0 -144.36 0.00 144.36 2,101.94 1,050.97 2,924.94 1,452.06 27.47 -1.77 0.106 150.00 -12.56 -4.34 0 -137.78 0.00 137.78 2,090.76 1,045.38 2,885.51 1,432.49 28.03 -1.78 0.102 151.75 -12.32 -4.27 0 -130.19 0.00 130.19 2,077.60 1,038.80 2,839.65 1,409.72 28.69 -1.8 0.098 155.00 -11.63 -4.19 0 -116.30 0.00 116.30 2,052.80 1,026.40 2,754.96 1,367.68 29.92 -1.83 0.091 156.83 -11.24 -4.12 0 -108.62 0.00 108.62 1,448.51 724.25 1,957.58 971.83 30.62 -1.84 0.120 160.00 -10.89 -4.01 0 -95.57 0.00 95.57 1,434.86 717.43 1,904.54 945.50 31.85 -1.86 0.109 165.00 -10.34 -3.88 0 -75.50 0.00 75.50 1,412.44 706.22 1,821.00 904.02 33.83 -1.91 0.091 170.00 -9.81 -3.75 0 -56.09 0.00 56.09 1,388.93 694.47 1,737.81 862.72 35.84 -1.94 0.072 175.00 -6.56 -2.45 0 -37.14 0.00 37.14 1,364.34 682.17 1,655.09 821.66 37.89 -1.97 0.050 180.00 -6.19 -2.32 0 -24.92 0.00 24.92 1,338.67 669.34 1,572.97 780.89 39.96 -1.99 0.037 185.00 -5.82 -2.24 0 -13.31 0.00 13.31 1,311.91 655.96 1,491.58 740.48 42.05 -2 0.022 186.00 -4.26 -1.90 0 -11.07 0.00 11.07 1,306.43 653.22 1,475.40 732.45 42.47 -2 0.018 187.00 -3.18 -1.14 0 -9.17 0.00 9.17 1,300.91 650.45 1,459.26 724.44 42.89 -2.01 0.015 190.00 -2.97 -1.10 0 -5.75 0.00 5.75 1,284.08 642.04 1,411.04 700.50 44.15 -2.01 0.011 190.30 -2.80 -1.04 0 -5.42 0.00 5.42 1,282.37 641.19 1,406.24 698.11 44.28 -2.01 0.010 190.50 -2.77 -1.00 0 -5.21 0.00 5.21 1,281.23 640.62 1,403.04 696.53 44.36 -2.01 0.010 193.50 -2.50 -0.93 0 -2.21 0.00 2.21 1,263.94 631.97 1,355.23 672.79 45.63 -2.01 0.005 194.00 -0.98 -0.59 0 -1.74 0.00 1.74 1,261.03 630.51 1,347.30 668.86 45.84 -2.01 0.003 195.00 -0.91 -0.55 0 -1.16 0.00 1.16 1,255.15 627.58 1,331.47 661.00 46.26 -2.01 0.002 197.00 -0.17 -0.06 0 -0.05 0.00 0.05 1,243.28 621.64 1,299.94 645.34 47.1 -2.01 0.000 197.50 -0.08 -0.02 0 -0.02 0.00 0.02 1,240.29 620.14 1,292.08 641.44 47.31 -2.01 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 11 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 • ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 198.92 0.00 -0.01 0 0.00 0.00 0.00 1,231.72 615.86 1,269.84 630.40 47.91 -2.01 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 12 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-10 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period(Ss): 0.170 Spectral Response Acceleration at 1.0 Second Period(Si): 0.066 Long-Period Transition Period(TL-Seconds): 6 Importance Factor(le): 1.000 Site Coefficient Fe 1.600 Site Coefficient Fs: 2.400 Response Modification Coefficient(R): 1.500 Design Spectral Response Acceleration at Short Period(Sds): 0.181 Design Spectral Response Acceleration at 1.0 Second Period(Sal): 0.106 Seismic Response Coefficient(Cs): 0.030 Upper Limit Cs: 0.030 Lower Limit Cs: 0.030 Period based on Rayleigh Method(sec): 3.200 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 2.000 Total Unfactored Dead Load: 58.130 k Seismic Base Shear(E): 1.740 k (1.2D+0.2Sds)*DL+E Normal ELFM Seismic Height Above Horizontal Vertical Base Weight W, Force Force Segment (ft) (Ib) (lb-ft) C. (Ib) (Ib) 62 198.21 85 3,330 0.004 8 105 61 197.25 30 1,169 0.002 3 37 60 196 129 4,970 0.007 12 160 59 194.5 65 2,472 0.003 6 81 58 193.75 33 1,233 0.002 3 41 57 192 199 7,346 0.010 17 246 56 190.4 13 487 0.001 1 17 55 190.15 20 729 0.001 2 25 54 188.5 204 7,243 0.010 17 252 53 186.5 72 2,495 0.003 6 89 52 185.5 72 2,483 0.003 6 89 51 182.5 367 12,233 0.017 29 454 50 177.5 378 11,914 0.016 28 468 49 172.5 503 14,979 0.020 36 622 48 167.5 537 15,066 0.020 36 664 47 162.5 548 14,467 0.020 34 677 46 158.4167 353 8,849 0.012 21 436 45 155.9167 387 9,417 0.013 22 479 44 153.375 695 16,346 0.022 39 859 43 150.875 238 5,419 0.007 13 294 42 149.25 205 4,576 0.006 11 254 41 146.75 485 10,448 0.014 25 600 40 143.5 425 8,746 0.012 21 525 39 141 307 6,112 0.008 15 380 38 137.5 778 14,716 0.020 35 962 37 132.5 817 14,343 0.020 34 1,010 36 127.5 831 13,508 0.018 32 1,027 35 122.5 845 12,679 0.017 30 1,045 34 119.85 51 735 0.001 2 63 33 117.85 635 8,825 0.012 21 786 32 115.5 173 2,310 0.003 5 214 31 114.5 174 2,277 0.003 5 215 30 112 701 8,789 0.012 21 866 ©2007-2020 by ATC LLC.All rights reserved. Page 13 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 • ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 29 109 655 7,779 0.011 18 809 28 106.5 998 11,325 0.015 27 1,234 27 104.4584 363 3,964 0.005 9 449 26 101.9584 820 8,528 0.012 20 1,014 25 97.5 1,062 10,100 0.014 24 1,314 24 92.5 1,080 9,237 0.013 22 1,335 23 87.5 1,097 8,396 0.011 20 1,356 22 82.875 946 6,494 0.009 15 1,169 21 80.375 305 1,971 0.003 5 377 20 77.5 2,055 12,340 0.017 29 2,540 19 74.5417 381 2,114 0.003 5 470 18 73.5417 262 1,417 0.002 3 324 17 71.5 730 3,734 0.005 9 903 16 67.5 1,232 5,614 0.008 13 1,523 15 62.5 1,251 4,886 0.007 12 1,546 14 57.5 1,270 4,197 0.006 10 1,569 13 53.5 771 2,206 0.003 5 953 12 51 987 2,567 0.004 6 1,220 11 47.5 2,496 5,631 0.008 13 3,085 10 44.875 126 253 0.000 1 156 9 42.375 1,408 2,529 0.003 6 1,741 8 37.5 1,504 2,114 0.003 5 1,859 7 32.5 1,525 1,611 0.002 4 1,886 6 27.5 1,547 1,170 0.002 3 1,913 5 22.5 1,569 794 0.001 2 1,939 4 17.5 1,590 487 0.001 1 1,966 3 12.5 1,612 252 0.000 1 1,993 2 7.5 1,634 92 0.000 0 2,020 1 2.5 1,422 9 0.000 0 1,758 Alcatel-Lucent 1900MHz RRH(65MHz) 197.5 60 2,340 0.003 6 74 Alcatel-Lucent 1900MHz RRH(65MHz) 197 120 4,657 0.006 11 148 Alcatel-Lucent MPR e 197 13 505 0.001 1 16 Alcatel-Lucent TD-RRH8x20-25 w/Solar Shield 197 140 5,433 0.007 13 173 Alcatel-Lucent TD-RRH8x20-25 w/Solar Shield 193.5 70 2,621 0.004 6 87 RFS SB2-107AMPT 197 26 1,028 0.001 2 33 RFS APXVTM14-C-120 197 159 6,159 0.008 15 196 RFS APXVSPP18-C-A20 197 171 6,636 0.009 16 211 Round Low Profile Platform 194 1,500 56,454 0.077 134 1,854 Round Low Profile Platform 186 1,500 51,894 0.071 123 1,854 Round Low Profile Platform 175 1,500 45,938 0.063 109 1,854 Round Low Profile Platform 145 1,500 31,538 0.043 75 1,854 Alcatel-Lucent ALU 800MHz External Notch Filter 190.5 18 639 0.001 2 22 Alcatel-Lucent 800 MHz RRH 190.3 106 3,839 0.005 9 131 Alcatel-Lucent 800 MHz RRH 190.3 53 1,919 0.003 5 66 Ericsson 4480 BAND 71 187 243 8,497 0.012 20 300 Ericsson AIR 21, 1.3 M,B2A B4P 187 249 8,707 0.012 21 308 Ericsson AIR 21, 1.3M,B4A B2P 187 244 8,550 0.012 20 302 Ericsson 840590966 187 304 10,638 0.014 25 376 Kathrein Scala 860 10025 175 7 220 0.000 1 9 Powerwave Allgon TT19-08BP111-001 175 96 2,940 0.004 7 119 Raycap DC6-48-60-18-8F("Squid") 175 64 1,948 0.003 5 79 Ericsson RRUS 8843 B2,B66A 175 216 6,615 0.009 16 267 Ericsson RRUS 4449 B5,B12 175 213 6,523 0.009 15 263 Kathrein Scala 800 10122 175 178 5,467 0.007 13 221 CCI HPA65R-BU8A 175 162 4,961 0.007 12 200 Kathrein Scala 80010966 175 344 10,529 0.014 25 425 Generic 5'Omni 148.5 10 221 0.000 1 12 Samsung B2/B66A RRH-BR049 142 253 5,106 0.007 12 313 Samsung B5/B13 RRH-BRO4C 142 211 4,253 0.006 10 261 Raycap RVZDC-6627-PF-48 142 32 645 0.001 2 40 Antel LPA-80063/4CF 142 120 2,420 0.003 6 148 Commscope NHH-65C-R2B 142 310 6,243 0.008 15 383 RFS APXV18-206517 135 79 1,443 0.002 3 98 Generic Radio/ODU 120 30 432 0.001 1 37 Generic Radio/ODU 119.7 30 430 0.001 1 37 Generic Radio/ODU 116 30 404 0.000 1 37 Generic Radio/ODU 114 30 390 0.000 1 37 Generic 4'HP Dish 120 170 2,448 0.003 6 210 Generic 2'HP Dish 116 90 1,211 0.002 3 111 Generic 2'HP Dish 114 90 1,170 0.002 3 111 Commscope RDIDC-9181-PF-48 108 22 255 0.000 1 27 Fujitsu TA08025-B605 108 225 2,624 0.004 6 278 Fujitsu TA08025-B604 108 192 2,236 0.003 5 237 JMA Wireless MX08FRO665-21 108 194 2,257 0.003 5 239 Generic Flat Platform with Handrails 108 2,500 29,160 0.040 69 3,091 ©2007-2020 by ATC LLC.All rights reserved. Page 14 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G • CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 Stand-Off 75 200 1,125 0.002 3 247 PCTEL GPS-TMG-HR-26N 73 1 3 0.000 0 1 58,129 734,194 1.000 1,744 71,863 (0.9D-0.2Sds)*DL+E Normal ELFM Seismic(Reduced DL) Height Above Horizontal Vertical Base Weight W, Force Force Segment (ft) (Ib) (Ib-ft) C„x (Ib) (Ib) 62 198.21 85 3,330 0.004 8 73 61 197.25 30 1,169 0.002 3 26 60 196 129 4,970 0.007 12 112 59 194.5 65 2,472 0.003 6 56 58 193.75 33 1,233 0.002 3 28 57 192 199 7,346 0.010 17 172 56 190.4 13 487 0.001 1 12 55 190.15 20 729 0.001 2 17 54 188.5 204 7,243 0.010 17 176 53 186.5 72 2,495 0.003 6 62 52 185.5 72 2,483 0.003 6 62 51 182.5 367 12,233 0.017 29 317 50 177.5 378 11,914 0.016 28 327 49 172.5 503 14,979 0.020 36 435 48 167.5 537 15,066 0.020 36 464 47 162.5 548 14,467 0.020 34 473 46 158.4167 353 8,849 0.012 21 305 45 155.9167 387 9,417 0.013 22 335 44 153.375 695 16,346 0.022 39 600 43 150.875 238 5,419 0.007 13 206 42 149.25 205 4,576 0.006 11 177 41 146.75 485 10,448 0.014 25 419 40 143.5 425 8,746 0.012 21 367 39 141 307 6,112 0.008 15 266 38 137.5 778 14,716 0.020 35 672 37 132.5 817 14,343 0.020 34 706 36 127.5 831 13,508 0.018 32 718 35 122.5 845 12,679 0.017 30 730 34 119.85 51 735 0.001 2 44 33 117.85 635 8,825 0.012 21 549 32 115.5 173 2,310 0.003 5 150 31 114.5 174 2,277 0.003 5 150 30 112 701 8,789 0.012 21 605 29 109 655 7,779 0.011 18 566 28 106.5 998 11,325 0.015 27 862 27 104.4584 363 3,964 0.005 9 314 26 101.9584 820 8,528 0.012 20 709 25 97.5 1,062 10,100 0.014 24 918 24 92.5 1,080 9,237 0.013 22 932 23 87.5 1,097 8,396 0.011 20 947 22 82.875 946 6,494 0.009 15 817 21 80.375 305 1,971 0.003 5 264 20 77.5 2,055 12,340 0.017 29 1,775 19 74.5417 381 2,114 0.003 5 329 18 73.5417 262 1,417 0.002 3 226 17 71.5 730 3,734 0.005 9 631 16 67.5 1,232 5,614 0.008 13 1,064 15 62.5 1,251 4,886 0.007 12 1,080 14 57.5 1,270 4,197 0.006 10 1,097 13 53.5 771 2,206 0.003 5 666 12 51 987 2,567 0.004 6 852 11 47.5 2,496 5,631 0.008 13 2,156 10 44.875 126 253 0.000 1 109 9 42.375 1,408 2,529 0.003 6 1,216 8 37.5 1,504 2,114 0.003 5 1,299 7 32.5 1,525 1,611 0.002 4 1,317 6 27.5 1,547 1,170 0.002 3 1,336 5 22.5 1,569 794 0.001 2 1,355 4 17.5 1,590 487 0.001 1 1,374 ©2007-2020 by ATC LLC.All rights reserved. Page 15 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 3 12.5 1,612 252 0.000 1 1,393 2 7.5 1,634 92 0.000 0 1,411 1 2.5 1,422 9 0.000 0 1,228 Alcatel-Lucent 1900MHz RRH(65MHz) 197.5 60 2,340 0.003 6 52 Alcatel-Lucent 1900MHz RRH(65MHz) 197 120 4,657 0.006 11 104 Alcatel-Lucent MPR a 197 13 505 0.001 1 11 Alcatel-Lucent TD-RRH8x20-25 w/Solar Shield 197 140 5,433 0.007 13 121 Alcatel-Lucent TD-RRH8x20-25 w/Solar Shield 193.5 70 2,621 0.004 6 60 RFS SB2-107AMPT 197 26 1,028 0.001 2 23 RFS APXVTM14-C-120 197 159 6,159 0.008 15 137 RFS APXVSPP18-C-A20 197 171 6,636 0.009 16 148 Round Low Profile Platform 194 1,500 56,454 0.077 134 1,296 Round Low Profile Platform 186 1,500 51,894 0.071 123 1,296 Round Low Profile Platform 175 1,500 45,938 0.063 109 1,296 Round Low Profile Platform 145 1,500 31,538 0.043 75 1,296 Alcatel-Lucent ALU 800MHz External Notch Filter 190.5 18 639 0.001 2 15 Alcatel-Lucent 800 MHz RRH 190.3 106 3,839 0.005 9 92 Alcatel-Lucent 800 MHz RRH 190.3 53 1,919 0.003 5 46 Ericsson 4480 BAND 71 187 243 8,497 0.012 20 210 Ericsson AIR 21, 1.3 M,B2A B4P 187 249 8,707 0.012 21 215 Ericsson AIR 21, 1.3M,B4A B2P 187 244 8,550 0.012 20 211 Ericsson 840590966 187 304 10,638 0.014 25 263 Kathrein Scala 860 10025 175 7 220 0.000 1 6 Powerwave Allgon TT19-08BP111-001 175 96 2,940 0.004 7 83 Raycap DC6-48-60-18-8F("Squid") 175 64 1,948 0.003 5 55 Ericsson RRUS 8843 B2,B66A 175 216 6,615 0.009 16 187 Ericsson RRUS 4449 B5,B12 175 213 6,523 0.009 15 184 Kathrein Scala 800 10122 175 178 5,467 0.007 13 154 CCI HPA65R-BU8A 175 162 4,961 0.007 12 140 Kathrein Scala 80010966 175 344 10,529 0.014 25 297 Generic 5'Omni 148.5 10 221 0.000 1 9 Samsung B2/B66A RRH-BR049 142 253 5,106 0.007 12 219 Samsung B5/B13 RRH-BRO4C 142 211 4,253 0.006 10 182 Raycap RVZDC-6627-PF-48 142 32 645 0.001 2 28 Antel LPA-80063/4CF 142 120 2,420 0.003 6 104 Commscope NHH-65C-R2B 142 310 6,243 0.008 15 267 RFSAPXV18-206517 135 79 1,443 0.002 3 68 Generic Radio/ODU 120 30 432 0.001 1 26 Generic Radio/ODU 119.7 30 430 0.001 1 26 Generic Radio/ODU 116 30 404 0.000 1 26 Generic Radio/ODU 114 30 390 0.000 1 26 Generic 4'HP Dish 120 170 2,448 0.003 6 147 Generic 2'HP Dish 116 90 1,211 0.002 3 78 Generic 2'HP Dish 114 90 1,170 0.002 3 78 Commscope RDIDC-9181-PF-48 108 22 255 0.000 1 19 Fujitsu TA08025-B605 108 225 2,624 0.004 6 194 Fujitsu TA08025-B604 108 192 2,236 0.003 5 166 JMA Wireless MX08FRO665-21 108 194 2,257 0.003 5 167 Generic Flat Platform with Handrails 108 2,500 29,160 0.040 69 2,159 Stand-Off 75 200 1,125 0.002 3 173 PCTEL GPS-TMG-HR-26N 73 1 3 0.000 0 1 58,129 734,194 1.000 1,744 50,208 (1.2D+0.2Sds)*DL+E Normal EMAM Seismic 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -70.10 -1.90 0.00 -273.98 0.00 273.98 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -68.08 -1.89 0.00 -264.46 0.00 264.46 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.05 10.00 -66.09 -1.86 0.00 -255.03 0.00 255.03 5,353.12 2,676.56 12,581 6,245.59 0.02 -0.02 0.05 15.00 -64.12 -1.83 0.00 -245.74 0.00 245.74 5,300.18 2,650.09 12,254 6,083.64 0.05 -0.03 0.05 20.00 -62.18 -1.79 0.00 -236.62 0.00 236.62 5,246.16 2,623.08 11,930 5,922.47 0.09 -0.04 0.05 25.00 -60.27 -1.75 0.00 -227.67 0.00 227.67 5,191.05 2,595.53 11,607 5,762.13 0.14 -0.05 0.05 30.00 -58.39 -1.71 0.00 -218.92 0.00 218.92 5,134.87 2,567.43 11,286 5,602.70 0.21 -0.07 0.05 35.00 -56.53 -1.67 0.00 -210.37 0.00 210.37 5,077.59 2,538.80 10,966 5,444.23 0.28 -0.08 0.05 40.00 -54.79 -1.63 0.00 -202.01 0.00 202.01 5,019.24 2,509.62 10,649 5,286.79 0.37 -0.09 0.05 44.75 -54.63 -1.63 0.00 -194.26 0.00 194.26 4,962.80 2,481.40 10,350 5,138.22 0.46 -0.10 0.05 45.00 -51.54 -1.55 0.00 -193.86 0.00 193.86 4,959.80 2,479.90 10,334 5,130.43 0.47 -0.10 0.05 ©2007-2020 by ATC LLC.All rights reserved. Page 16 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 50.00 -50.32 -1.52 0.00 -186.12 0.00 186.12 4,899.28 2,449.64 10,022 4,975.22 0.58 -0.11 0.05 52.00 -49.37 -1.50 0.00 -183.08 0.00 183.08 3,993.52 1,996.76 8,253 4,097.30 0.63 -0.12 0.06 55.00 -47.80 -1.46 0.00 -178.59 0.00 178.59 3,967.27 1,983.64 8,108 4,025.37 0.70 -0.12 0.06 60.00 -46.25 -1.42 0.00 -171.31 0.00 171.31 3,922.65 1,961.33 7,868 3,905.95 0.84 -0.14 0.06 65.00 -44.73 -1.38 0.00 -164.21 0.00 164.21 3,876.95 1,938.48 7,629 3,787.16 1.00 -0.15 0.06 70.00 -43.83 -1.36 0.00 -157.30 0.00 157.30 3,830.17 1,915.08 7,391 3,669.06 1.16 -0.17 0.05 73.00 -43.50 -1.36 0.00 -153.20 0.00 153.20 3,801.58 1,900.79 7,249 3,598.56 1.27 -0.17 0.05 74.08 -43.03 -1.35 0.00 -151.73 0.00 151.73 3,791.16 1,895.58 7,198 3,573.17 1.31 -0.18 0.05 75.00 -40.25 -1.27 0.00 -150.50 0.00 150.50 3,782.30 1,891.15 7,154 3,551.71 1.34 -0.18 0.05 80.00 -39.87 -1.27 0.00 -144.14 0.00 144.14 3,733.35 1,866.68 6,920 3,435.18 1.54 -0.20 0.05 80.75 -38.70 -1.24 0.00 -143.20 0.00 143.20 3,340.02 1,670.01 6,276 3,115.48 1.57 -0.20 0.06 85.00 -37.34 -1.22 0.00 -137.93 0.00 137.93 3,305.40 1,652.70 6,104 3,030.08 1.75 -0.21 0.06 90.00 -36.01 -1.20 0.00 -131.84 0.00 131.84 3,263.68 1,631.84 5,902 2,930.14 1.98 -0.23 0.06 95.00 -34.69 -1.20 0.00 -125.82 0.00 125.82 3,220.87 1,610.43 5,702 2,830.82 2.23 -0.24 0.06 100.00 -33.68 -1.20 0.00 -119.83 0.00 119.83 3,176.98 1,588.49 5,504 2,732.19 2.49 -0.26 0.05 103.92 -33.23 -1.21 0.00 -115.13 0.00 115.13 3,141.84 1,570.92 5,349 2,655.45 2.70 -0.27 0.05 105.00 -32.00 -1.21 0.00 -113.83 0.00 113.83 3,132.00 1,566.00 5,306 2,634.31 2.76 -0.27 0.05 108.00 -27.31 -1.23 0.00 -110.19 0.00 110.19 3,104.50 1,552.25 5,189 2,575.97 2.94 -0.28 0.05 110.00 -26.45 -1.25 0.00 -107.72 0.00 107.72 2,355.43 1,177.72 3,968 1,970.02 3.06 -0.29 0.07 114.00 -26.08 -1.26 0.00 -102.73 0.00 102.73 2,332.08 1,166.04 3,858 1,915.22 3.31 -0.30 0.07 115.00 -25.87 -1.26 0.00 -101.48 0.00 101.48 2,326.14 1,163.07 3,830 1,901.55 3.37 -0.31 0.06 116.00 -24.94 -1.28 0.00 -100.22 0.00 100.22 2,320.15 1,160.07 3,803 1,887.88 3.44 -0.31 0.06 119.70 -24.84 -1.29 0.00 -95.48 0.00 95.48 2,297.61 1,148.81 3,701 1,837.40 3.68 -0.33 0.06 120.00 -23.54 -1.32 0.00 -95.09 0.00 95.09 2,295.76 1,147.88 3,693 1,833.32 3.70 -0.33 0.06 125.00 -22.52 -1.35 0.00 -88.52 0.00 88.52 2,264.30 1,132.15 3,556 1,765.39 4.06 -0.35 0.06 130.00 -21.51 -1.38 0.00 -81.79 0.00 81.79 2,231.76 1,115.88 3,420 1,697.84 4.43 -0.37 0.06 135.00 -20.44 -1.40 0.00 -74.91 0.00 74.91 2,198.13 1,099.07 3,285 1,630.71 4.82 -0.39 0.06 140.00 -20.06 -1.41 0.00 -67.90 0.00 67.90 2,163.43 1,081.71 3,151 1,564.06 5.24 -0.40 0.05 142.00 -18.39 -1.44 0.00 -65.08 0.00 65.08 2,149.24 1,074.62 3,097 1,537.56 5.41 -0.41 0.05 145.00 -15.94 -1.47 0.00 -60.76 0.00 60.76 2,127.63 1,063.82 3,017 1,497.97 5.67 -0.42 0.05 148.50 -15.67 -1.47 0.00 -55.62 0.00 55.62 2,101.94 1,050.97 2,925 1,452.06 5.99 -0.44 0.05 150.00 -15.38 -1.47 0.00 -53.41 0.00 53.41 2,090.76 1,045.38 2,886 1,432.49 6.12 -0.44 0.05 151.75 -14.52 -1.47 0.00 -50.83 0.00 50.83 2,077.60 1,038.80 2,840 1,409.72 6.29 -0.45 0.04 155.00 -14.04 -1.47 0.00 -46.05 0.00 46.05 2,052.80 1,026.40 2,755 1,367.68 6.60 -0.46 0.04 156.83 -13.60 -1.46 0.00 -43.36 0.00 43.36 1,448.51 724.25 1,958 971.83 6.77 -0.46 0.05 160.00 -12.93 -1.45 0.00 -38.72 0.00 38.72 1,434.86 717.43 1,905 945.50 7.08 -0.47 0.05 165.00 -12.26 -1.42 0.00 -31.47 0.00 31.47 1,412.44 706.22 1,821 904.02 7.59 -0.49 0.04 170.00 -11.64 -1.39 0.00 -24.35 0.00 24.35 1,388.93 694.47 1,738 862.72 8.11 -0.51 0.04 175.00 -7.74 -1.11 0.00 -17.40 0.00 17.40 1,364.34 682.17 1,655 821.66 8.65 -0.52 0.03 180.00 -7.28 -1.06 0.00 -11.86 0.00 11.86 1,338.67 669.34 1,573 780.89 9.19 -0.53 0.02 185.00 -7.19 -1.05 0.00 -6.54 0.00 6.54 1,311.91 655.96 1,492 740.48 9.75 -0.53 0.01 186.00 -5.25 -0.82 0.00 -5.49 0.00 5.49 1,306.43 653.22 1,475 732.45 9.86 -0.53 0.01 187.00 -3.72 -0.62 0.00 -4.67 0.00 4.67 1,300.91 650.45 1,459 724.44 9.97 -0.54 0.01 190.00 -3.69 -0.62 0.00 -2.80 0.00 2.80 1,284.08 642.04 1,411 700.50 10.31 -0.54 0.01 190.30 -3.48 -0.59 0.00 -2.62 0.00 2.62 1,282.37 641.19 1,406 698.11 10.34 -0.54 0.01 190.50 -3.21 -0.55 0.00 -2.50 0.00 2.50 1,281.23 640.62 1,403 696.53 10.37 -0.54 0.01 193.50 -3.08 -0.53 0.00 -0.85 0.00 0.85 1,263.94 631.97 1,355 672.79 10.70 -0.54 0.00 194.00 -1.15 -0.21 0.00 -0.59 0.00 0.59 1,261.03 630.51 1,347 668.86 10.76 -0.54 0.00 195.00 -0.99 -0.18 0.00 -0.38 0.00 0.38 1,255.15 627.58 1,331 661.00 10.87 -0.54 0.00 197.00 -0.18 -0.03 0.00 -0.02 0.00 0.02 1,243.28 621.64 1,300 645.34 11.10 -0.54 0.00 197.50 0.00 0.00 0.00 0.00 0.00 0.00 1,240.29 620.14 1,292 641.44 11.16 -0.54 0.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 11.32 -0.54 0.00 (1.2D+0.2Sds)*DL+E Normal ELFM Seismic 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -70.10 -1.75 0.00 -278.72 0.00 278.72 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -68.08 -1.76 0.00 -269.97 0.00 269.97 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -66.09 -1.77 0.00 -261.16 0.00 261.16 5,353.12 2,676.56 12,581 6,245.59 0.02 -0.02 0.05 15.00 -64.12 -1.78 0.00 -252.29 0.00 252.29 5,300.18 2,650.09 12,254 6,083.64 0.05 -0.03 0.05 20.00 -62.18 -1.79 0.00 -243.37 0.00 243.37 5,246.16 2,623.08 11,930 5,922.47 0.09 -0.04 0.05 25.00 -60.27 -1.80 0.00 -234.40 0.00 234.40 5,191.05 2,595.53 11,607 5,762.13 0.15 -0.06 0.05 30.00 -58.39 -1.81 0.00 -225.39 0.00 225.39 5,134.87 2,567.43 11,286 5,602.70 0.21 -0.07 0.05 35.00 -56.53 -1.81 0.00 -216.35 0.00 216.35 5,077.59 2,538.80 10,966 5,444.23 0.29 -0.08 0.05 40.00 -54.78 -1.81 0.00 -207.29 0.00 207.29 5,019.24 2,509.62 10,649 5,286.79 0.38 -0.09 0.05 44.75 -54.63 -1.82 0.00 -198.67 0.00 198.67 4,962.80 2,481.40 10,350 5,138.22 0.47 -0.10 0.05 ©2007-2020 by ATC LLC.All rights reserved. Page 17 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 45.00 -51.54 -1.81 0.00 -198.22 0.00 198.22 4,959.80 2,479.90 10,334 5,130.43 0.48 -0.10 0.05 50.00 -50.32 -1.81 0.00 -189.19 0.00 189.19 4,899.28 2,449.64 10,022 4,975.22 0.59 -0.12 0.05 52.00 -49.37 -1.80 0.00 -185.58 0.00 185.58 3,993.52 1,996.76 8,253 4,097.30 0.64 -0.12 0.06 55.00 -47.80 -1.80 0.00 -180.17 0.00 180.17 3,967.27 1,983.64 8,108 4,025.37 0.72 -0.13 0.06 60.00 -46.25 -1.79 0.00 -171.17 0.00 171.17 3,922.65 1,961.33 7,868 3,905.95 0.86 -0.14 0.06 65.00 -44.73 -1.79 0.00 -162.20 0.00 162.20 3,876.95 1,938.48 7,629 3,787.16 1.02 -0.16 0.05 70.00 -43.83 -1.78 0.00 -153.26 0.00 153.26 3,830.17 1,915.08 7,391 3,669.06 1.19 -0.17 0.05 73.00 -43.50 -1.78 0.00 -147.91 0.00 147.91 3,801.58 1,900.79 7,249 3,598.56 1.30 -0.18 0.05 74.08 -43.03 -1.78 0.00 -145.97 0.00 145.97 3,791.16 1,895.58 7,198 3,573.17 1.34 -0.18 0.05 75.00 -40.24 -1.75 0.00 -144.34 0.00 144.34 3,782.30 1,891.15 7,154 3,551.71 1.37 -0.18 0.05 80.00 -39.87 -1.75 0.00 -135.62 0.00 135.62 3,733.35 1,866.68 6,920 3,435.18 1.57 -0.20 0.05 80.75 -38.70 -1.73 0.00 -134.31 0.00 134.31 3,340.02 1,670.01 6,276 3,115.48 1.60 -0.20 0.06 85.00 -37.34 -1.71 0.00 -126.95 0.00 126.95 3,305.40 1,652.70 6,104 3,030.08 1.79 -0.21 0.05 90.00 -36.01 -1.70 0.00 -118.38 0.00 118.38 3,263.68 1,631.84 5,902 2,930.14 2.01 -0.22 0.05 95.00 -34.69 -1.67 0.00 -109.91 0.00 109.91 3,220.87 1,610.43 5,702 2,830.82 2.26 -0.24 0.05 100.00 -33.68 -1.66 0.00 -101.53 0.00 101.53 3,176.98 1,588.49 5,504 2,732.19 2.51 -0.25 0.05 103.92 -33.23 -1.65 0.00 -95.04 0.00 95.04 3,141.84 1,570.92 5,349 2,655.45 2.72 -0.26 0.05 105.00 -31.99 -1.62 0.00 -93.26 0.00 93.26 3,132.00 1,566.00 5,306 2,634.31 2.78 -0.27 0.05 108.00 -27.31 -1.50 0.00 -88.40 0.00 88.40 3,104.50 1,552.25 5,189 2,575.97 2.95 -0.27 0.04 110.00 -26.45 -1.47 0.00 -85.40 0.00 85.40 2,355.43 1,177.72 3,968 1,970.02 3.07 -0.28 0.06 114.00 -26.08 -1.47 0.00 -79.50 0.00 79.50 2,332.08 1,166.04 3,858 1,915.22 3.31 -0.29 0.05 115.00 -25.87 -1.46 0.00 -78.04 0.00 78.04 2,326.14 1,163.07 3,830 1,901.55 3.37 -0.29 0.05 116.00 -24.94 -1.44 0.00 -76.58 0.00 76.58 2,320.15 1,160.07 3,803 1,887.88 3.43 -0.30 0.05 119.70 -24.84 -1.43 0.00 -71.27 0.00 71.27 2,297.61 1,148.81 3,701 1,837.40 3.67 -0.31 0.05 120.00 -23.54 -1.39 0.00 -70.83 0.00 70.83 2,295.76 1,147.88 3,693 1,833.32 3.68 -0.31 0.05 125.00 -22.52 -1.36 0.00 -63.87 0.00 63.87 2,264.30 1,132.15 3,556 1,765.39 4.01 -0.32 0.05 130.00 -21.51 -1.33 0.00 -57.06 0.00 57.06 2,231.76 1,115.88 3,420 1,697.84 4.36 -0.34 0.04 135.00 -20.45 -1.29 0.00 -50.42 0.00 50.42 2,198.13 1,099.07 3,285 1,630.71 4.72 -0.35 0.04 140.00 -20.07 -1.27 0.00 -43.99 0.00 43.99 2,163.43 1,081.71 3,151 1,564.06 5.09 -0.36 0.04 142.00 -18.40 -1.20 0.00 -41.44 0.00 41.44 2,149.24 1,074.62 3,097 1,537.56 5.24 -0.37 0.04 145.00 -15.94 -1.09 0.00 -37.85 0.00 37.85 2,127.63 1,063.82 3,017 1,497.97 5.48 -0.37 0.03 148.50 -15.68 -1.07 0.00 -34.05 0.00 34.05 2,101.94 1,050.97 2,925 1,452.06 5.75 -0.38 0.03 150.00 -15.38 -1.06 0.00 -32.44 0.00 32.44 2,090.76 1,045.38 2,886 1,432.49 5.87 -0.38 0.03 151.75 -14.52 -1.02 0.00 -30.58 0.00 30.58 2,077.60 1,038.80 2,840 1,409.72 6.01 -0.39 0.03 155.00 -14.04 -0.99 0.00 -27.28 0.00 27.28 2,052.80 1,026.40 2,755 1,367.68 6.28 -0.39 0.03 156.83 -13.61 -0.97 0.00 -25.46 0.00 25.46 1,448.51 724.25 1,958 971.83 6.43 -0.40 0.04 160.00 -12.93 -0.93 0.00 -22.39 0.00 22.39 1,434.86 717.43 1,905 945.50 6.70 -0.40 0.03 165.00 -12.27 -0.89 0.00 -17.73 0.00 17.73 1,412.44 706.22 1,821 904.02 7.13 -0.41 0.03 170.00 -11.65 -0.86 0.00 -13.26 0.00 13.26 1,388.93 694.47 1,738 862.72 7.56 -0.42 0.02 175.00 -7.74 -0.60 0.00 -8.99 0.00 8.99 1,364.34 682.17 1,655 821.66 8.01 -0.43 0.02 180.00 -7.29 -0.56 0.00 -6.00 0.00 6.00 1,338.67 669.34 1,573 780.89 8.46 -0.43 0.01 185.00 -7.20 -0.56 0.00 -3.18 0.00 3.18 1,311.91 655.96 1,492 740.48 8.92 -0.44 0.01 186.00 -5.26 -0.41 0.00 -2.62 0.00 2.62 1,306.43 653.22 1,475 732.45 9.01 -0.44 0.01 187.00 -3.72 -0.30 0.00 -2.21 0.00 2.21 1,300.91 650.45 1,459 724.44 9.10 -0.44 0.01 190.00 -3.70 -0.30 0.00 -1.31 0.00 1.31 1,284.08 642.04 1,411 700.50 9.37 -0.44 0.01 190.30 -3.48 -0.28 0.00 -1.22 0.00 1.22 1,282.37 641.19 1,406 698.11 9.40 -0.44 0.00 190.50 -3.21 -0.26 0.00 -1.17 0.00 1.17 1,281.23 640.62 1,403 696.53 9.42 -0.44 0.00 193.50 -3.09 -0.25 0.00 -0.39 0.00 0.39 1,263.94 631.97 1,355 672.79 9.70 -0.44 0.00 194.00 -1.15 -0.09 0.00 -0.27 0.00 0.27 1,261.03 630.51 1,347 668.86 9.74 -0.44 0.00 195.00 -0.99 -0.08 0.00 -0.17 0.00 0.17 1,255.15 627.58 1,331 661.00 9.83 -0.44 0.00 197.00 -0.18 -0.01 0.00 -0.01 0.00 0.01 1,243.28 621.64 1,300 645.34 10.02 -0.44 0.00 197.50 0.00 0.00 0.00 0.00 0.00 0.00 1,240.29 620.14 1,292 641.44 10.06 -0.44 0.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 10.19 -0.44 0.00 (0.9D-0.2Sds)*DL+E Normal ELFM Seismic(Reduced DL) 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -48.98 -1.75 0.00 -272.44 0.00 272.44 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.05 5.00 -47.57 -1.76 0.00 -263.70 0.00 263.70 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.05 10.00 -46.17 -1.76 0.00 -254.93 0.00 254.93 5,353.12 2,676.56 12,581 6,245.59 0.02 -0.02 0.05 15.00 -44.80 -1.77 0.00 -246.11 0.00 246.11 5,300.18 2,650.09 12,254 6,083.64 0.05 -0.03 0.05 20.00 -43.45 -1.78 0.00 -237.26 0.00 237.26 5,246.16 2,623.08 11,930 5,922.47 0.09 -0.04 0.05 25.00 -42.11 -1.78 0.00 -228.39 0.00 228.39 5,191.05 2,595.53 11,607 5,762.13 0.14 -0.05 0.05 30.00 -40.79 -1.78 0.00 -219.49 0.00 219.49 5,134.87 2,567.43 11,286 5,602.70 0.21 -0.07 0.05 35.00 -39.49 -1.78 0.00 -210.58 0.00 210.58 5,077.59 2,538.80 10,966 5,444.23 0.28 -0.08 0.05 40.00 -38.28 -1.78 0.00 -201.66 0.00 201.66 5,019.24 2,509.62 10,649 5,286.79 0.37 -0.09 0.05 ©2007-2020 by ATC LLC.All rights reserved. Page 18 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 44.75 -38.17 -1.79 0.00 -193.18 0.00 193.18 4,962.80 2,481.40 10,350 5,138.22 0.46 -0.10 0.05 45.00 -36.01 -1.77 0.00 -192.74 0.00 192.74 4,959.80 2,479.90 10,334 5,130.43 0.47 -0.10 0.05 50.00 -35.16 -1.77 0.00 -183.87 0.00 183.87 4,899.28 2,449.64 10,022 4,975.22 0.58 -0.11 0.04 52.00 -34.49 -1.77 0.00 -180.33 0.00 180.33 3,993.52 1,996.76 8,253 4,097.30 0.63 -0.12 0.05 55.00 -33.40 -1.76 0.00 -175.02 0.00 175.02 3,967.27 1,983.64 8,108 4,025.37 0.70 -0.12 0.05 60.00 -32.31 -1.76 0.00 -166.21 0.00 166.21 3,922.65 1,961.33 7,868 3,905.95 0.84 -0.14 0.05 65.00 -31.25 -1.75 0.00 -157.44 0.00 157.44 3,876.95 1,938.48 7,629 3,787.16 0.99 -0.15 0.05 70.00 -30.62 -1.74 0.00 -148.71 0.00 148.71 3,830.17 1,915.08 7,391 3,669.06 1.16 -0.16 0.05 73.00 -30.39 -1.74 0.00 -143.48 0.00 143.48 3,801.58 1,900.79 7,249 3,598.56 1.27 -0.17 0.05 74.08 -30.06 -1.74 0.00 -141.60 0.00 141.60 3,791.16 1,895.58 7,198 3,573.17 1.30 -0.18 0.05 75.00 -28.12 -1.70 0.00 -140.00 0.00 140.00 3,782.30 1,891.15 7,154 3,551.71 1.34 -0.18 0.05 80.00 -27.85 -1.70 0.00 -131.50 0.00 131.50 3,733.35 1,866.68 6,920 3,435.18 1.53 -0.19 0.05 80.75 -27.03 -1.68 0.00 -130.22 0.00 130.22 3,340.02 1,670.01 6,276 3,115.48 1.56 -0.19 0.05 85.00 -26.09 -1.67 0.00 -123.06 0.00 123.06 3,305.40 1,652.70 6,104 3,030.08 1.74 -0.20 0.05 90.00 -25.15 -1.65 0.00 -114.72 0.00 114.72 3,263.68 1,631.84 5,902 2,930.14 1.96 -0.22 0.05 95.00 -24.24 -1.63 0.00 -106.48 0.00 106.48 3,220.87 1,610.43 5,702 2,830.82 2.20 -0.23 0.05 100.00 -23.53 -1.61 0.00 -98.35 0.00 98.35 3,176.98 1,588.49 5,504 2,732.19 2.45 -0.25 0.04 103.92 -23.21 -1.60 0.00 -92.06 0.00 92.06 3,141.84 1,570.92 5,349 2,655.45 2.65 -0.26 0.04 105.00 -22.35 -1.57 0.00 -90.32 0.00 90.32 3,132.00 1,566.00 5,306 2,634.31 2.71 -0.26 0.04 108.00 -19.08 -1.45 0.00 -85.61 0.00 85.61 3,104.50 1,552.25 5,189 2,575.97 2.88 -0.27 0.04 110.00 -18.48 -1.43 0.00 -82.70 0.00 82.70 2,355.43 1,177.72 3,968 1,970.02 2.99 -0.27 0.05 114.00 -18.22 -1.42 0.00 -76.98 0.00 76.98 2,332.08 1,166.04 3,858 1,915.22 3.22 -0.28 0.05 115.00 -18.07 -1.42 0.00 -75.55 0.00 75.55 2,326.14 1,163.07 3,830 1,901.55 3.28 -0.28 0.05 116.00 -17.42 -1.39 0.00 -74.14 0.00 74.14 2,320.15 1,160.07 3,803 1,887.88 3.34 -0.29 0.05 119.70 -17.35 -1.39 0.00 -68.99 0.00 68.99 2,297.61 1,148.81 3,701 1,837.40 3.57 -0.30 0.05 120.00 -16.45 -1.35 0.00 -68.57 0.00 68.57 2,295.76 1,147.88 3,693 1,833.32 3.58 -0.30 0.05 125.00 -15.73 -1.32 0.00 -61.81 0.00 61.81 2,264.30 1,132.15 3,556 1,765.39 3.91 -0.31 0.04 130.00 -15.02 -1.28 0.00 -55.22 0.00 55.22 2,231.76 1,115.88 3,420 1,697.84 4.24 -0.33 0.04 135.00 -14.28 -1.25 0.00 -48.79 0.00 48.79 2,198.13 1,099.07 3,285 1,630.71 4.59 -0.34 0.04 140.00 -14.02 -1.23 0.00 -42.57 0.00 42.57 2,163.43 1,081.71 3,151 1,564.06 4.95 -0.35 0.03 142.00 -12.85 -1.16 0.00 -40.10 0.00 40.10 2,149.24 1,074.62 3,097 1,537.56 5.10 -0.36 0.03 145.00 -11.14 -1.05 0.00 -36.62 0.00 36.62 2,127.63 1,063.82 3,017 1,497.97 5.32 -0.36 0.03 148.50 -10.95 -1.04 0.00 -32.94 0.00 32.94 2,101.94 1,050.97 2,925 1,452.06 5.59 -0.37 0.03 150.00 -10.75 -1.03 0.00 -31.39 0.00 31.39 2,090.76 1,045.38 2,886 1,432.49 5.71 -0.37 0.03 151.75 -10.15 -0.98 0.00 -29.59 0.00 29.59 2,077.60 1,038.80 2,840 1,409.72 5.85 -0.38 0.03 155.00 -9.81 -0.96 0.00 -26.39 0.00 26.39 2,052.80 1,026.40 2,755 1,367.68 6.11 -0.38 0.02 156.83 -9.51 -0.94 0.00 -24.63 0.00 24.63 1,448.51 724.25 1,958 971.83 6.25 -0.39 0.03 160.00 -9.03 -0.90 0.00 -21.66 0.00 21.66 1,434.86 717.43 1,905 945.50 6.51 -0.39 0.03 165.00 -8.57 -0.86 0.00 -17.15 0.00 17.15 1,412.44 706.22 1,821 904.02 6.93 -0.40 0.03 170.00 -8.13 -0.83 0.00 -12.83 0.00 12.83 1,388.93 694.47 1,738 862.72 7.35 -0.41 0.02 175.00 -5.41 -0.58 0.00 -8.70 0.00 8.70 1,364.34 682.17 1,655 821.66 7.78 -0.42 0.02 180.00 -5.09 -0.55 0.00 -5.81 0.00 5.81 1,338.67 669.34 1,573 780.89 8.22 -0.42 0.01 185.00 -5.03 -0.54 0.00 -3.08 0.00 3.08 1,311.91 655.96 1,492 740.48 8.66 -0.42 0.01 186.00 -3.67 -0.40 0.00 -2.54 0.00 2.54 1,306.43 653.22 1,475 732.45 8.75 -0.42 0.01 187.00 -2.60 -0.29 0.00 -2.14 0.00 2.14 1,300.91 650.45 1,459 724.44 8.84 -0.42 0.01 190.00 -2.58 -0.29 0.00 -1.27 0.00 1.27 1,284.08 642.04 1,411 700.50 9.11 -0.42 0.00 190.30 -2.43 -0.27 0.00 -1.19 0.00 1.19 1,282.37 641.19 1,406 698.11 9.13 -0.42 0.00 190.50 -2.25 -0.25 0.00 -1.13 0.00 1.13 1,281.23 640.62 1,403 696.53 9.15 -0.42 0.00 193.50 -2.16 -0.24 0.00 -0.38 0.00 0.38 1,263.94 631.97 1,355 672.79 9.42 -0.43 0.00 194.00 -0.81 -0.09 0.00 -0.26 0.00 0.26 1,261.03 630.51 1,347 668.86 9.46 -0.43 0.00 195.00 -0.69 -0.08 0.00 -0.17 0.00 0.17 1,255.15 627.58 1,331 661.00 9.55 -0.43 0.00 197.00 -0.12 -0.01 0.00 -0.01 0.00 0.01 1,243.28 621.64 1,300 645.34 9.73 -0.43 0.00 197.50 0.00 0.00 0.00 0.00 0.00 0.00 1,240.29 620.14 1,292 641.44 9.78 -0.43 0.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 9.90 -0.43 0.00 (0.9D-0.2Sds)*DL+E Normal EMAM Seismic(Reduced DL) 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -48.98 -1.90 0.00 -267.36 0.00 267.36 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.05 5.00 -47.57 -1.88 0.00 -257.86 0.00 257.86 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.05 10.00 -46.17 -1.85 0.00 -248.46 0.00 248.46 5,353.12 2,676.56 12,581 6,245.59 0.02 -0.02 0.05 15.00 -44.80 -1.81 0.00 -239.23 0.00 239.23 5,300.18 2,650.09 12,254 6,083.64 0.05 -0.03 0.05 20.00 -43.45 -1.77 0.00 -230.18 0.00 230.18 5,246.16 2,623.08 11,930 5,922.47 0.09 -0.04 0.05 25.00 -42.11 -1.73 0.00 -221.32 0.00 221.32 5,191.05 2,595.53 11,607 5,762.13 0.14 -0.05 0.05 30.00 -40.79 -1.69 0.00 -212.68 0.00 212.68 5,134.87 2,567.43 11,286 5,602.70 0.20 -0.06 0.05 35.00 -39.49 -1.64 0.00 -204.25 0.00 204.25 5,077.59 2,538.80 10,966 5,444.23 0.27 -0.08 0.05 ©2007-2020 by ATC LLC.All rights reserved. Page 19 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ' ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 40.00 -38.28 -1.60 0.00 -196.03 0.00 196.03 5,019.24 2,509.62 10,649 5,286.79 0.36 -0.09 0.05 44.75 -38.17 -1.60 0.00 -188.43 0.00 188.43 4,962.80 2,481.40 10,350 5,138.22 0.45 -0.10 0.04 45.00 -36.01 -1.52 0.00 -188.03 0.00 188.03 4,959.80 2,479.90 10,334 5,130.43 0.46 -0.10 0.04 50.00 -35.16 -1.49 0.00 -180.45 0.00 180.45 4,899.28 2,449.64 10,022 4,975.22 0.56 -0.11 0.04 52.00 -34.49 -1.46 0.00 -177.47 0.00 177.47 3,993.52 1,996.76 8,253 4,097.30 0.61 -0.11 0.05 55.00 -33.40 -1.42 0.00 -173.09 0.00 173.09 3,967.27 1,983.64 8,108 4,025.37 0.69 -0.12 0.05 60.00 -32.32 -1.38 0.00 -165.99 0.00 165.99 3,922.65 1,961.33 7,868 3,905.95 0.82 -0.13 0.05 65.00 -31.25 -1.34 0.00 -159.09 0.00 159.09 3,876.95 1,938.48 7,629 3,787.16 0.97 -0.15 0.05 70.00 -30.62 -1.32 0.00 -152.38 0.00 152.38 3,830.17 1,915.08 7,391 3,669.06 1.13 -0.16 0.05 73.00 -30.39 -1.31 0.00 -148.42 0.00 148.42 3,801.58 1,900.79 7,249 3,598.56 1.23 -0.17 0.05 74.08 -30.06 -1.30 0.00 -146.99 0.00 146.99 3,791.16 1,895.58 7,198 3,573.17 1.27 -0.17 0.05 75.00 -28.12 -1.23 0.00 -145.80 0.00 145.80 3,782.30 1,891.15 7,154 3,551.71 1.31 -0.18 0.05 80.00 -27.85 -1.22 0.00 -139.66 0.00 139.66 3,733.35 1,866.68 6,920 3,435.18 1.50 -0.19 0.05 80.75 -27.04 -1.19 0.00 -138.75 0.00 138.75 3,340.02 1,670.01 6,276 3,115.48 1.53 -0.19 0.05 85.00 -26.09 -1.17 0.00 -133.67 0.00 133.67 3,305.40 1,652.70 6,104 3,030.08 1.70 -0.20 0.05 90.00 -25.16 -1.16 0.00 -127.82 0.00 127.82 3,263.68 1,631.84 5,902 2,930.14 1.93 -0.22 0.05 95.00 -24.24 -1.15 0.00 -122.04 0.00 122.04 3,220.87 1,610.43 5,702 2,830.82 2.16 -0.23 0.05 100.00 -23.53 -1.15 0.00 -116.30 0.00 116.30 3,176.98 1,588.49 5,504 2,732.19 2.42 -0.25 0.05 103.92 -23.22 -1.15 0.00 -111.79 0.00 111.79 3,141.84 1,570.92 5,349 2,655.45 2.63 -0.26 0.05 105.00 -22.35 -1.16 0.00 -110.55 0.00 110.55 3,132.00 1,566.00 5,306 2,634.31 2.69 -0.27 0.05 108.00 -19.08 -1.19 0.00 -107.07 0.00 107.07 3,104.50 1,552.25 5,189 2,575.97 2.86 -0.28 0.05 110.00 -18.48 -1.20 0.00 -104.69 0.00 104.69 2,355.43 1,177.72 3,968 1,970.02 2.97 -0.28 0.06 114.00 -18.22 -1.21 0.00 -99.88 0.00 99.88 2,332.08 1,166.04 3,858 1,915.22 3.21 -0.29 0.06 115.00 -18.07 -1.22 0.00 -98.67 0.00 98.67 2,326.14 1,163.07 3,830 1,901.55 3.28 -0.30 0.06 116.00 -17.42 -1.23 0.00 -97.45 0.00 97.45 2,320.15 1,160.07 3,803 1,887.88 3.34 -0.30 0.06 119.70 -17.35 -1.24 0.00 -92.88 0.00 92.88 2,297.61 1,148.81 3,701 1,837.40 3.58 -0.32 0.06 120.00 -16.45 -1.27 0.00 -92.51 0.00 92.51 2,295.76 1,147.88 3,693 1,833.32 3.60 -0.32 0.06 125.00 -15.73 -1.30 0.00 -86.16 0.00 86.16 2,264.30 1,132.15 3,556 1,765.39 3.94 -0.34 0.06 130.00 -15.02 -1.33 0.00 -79.66 0.00 79.66 2,231.76 1,115.88 3,420 1,697.84 4.30 -0.36 0.05 135.00 -14.28 -1.36 0.00 -73.02 0.00 73.02 2,198.13 1,099.07 3,285 1,630.71 4.69 -0.37 0.05 140.00 -14.02 -1.37 0.00 -66.24 0.00 66.24 2,163.43 1,081.71 3,151 1,564.06 5.09 -0.39 0.05 142.00 -12.85 -1.40 0.00 -63.51 0.00 63.51 2,149.24 1,074.62 3,097 1,537.56 5.25 -0.40 0.05 145.00 -11.13 -1.43 0.00 -59.32 0.00 59.32 2,127.63 1,063.82 3,017 1,497.97 5.51 -0.41 0.05 148.50 -10.95 -1.43 0.00 -54.32 0.00 54.32 2,101.94 1,050.97 2,925 1,452.06 5.81 -0.42 0.04 150.00 -10.74 -1.43 0.00 -52.17 0.00 52.17 2,090.76 1,045.38 2,886 1,432.49 5.95 -0.43 0.04 151.75 -10.14 -1.43 0.00 -49.66 0.00 49.66 2,077.60 1,038.80 2,840 1,409.72 6.11 -0.43 0.04 155.00 -9.81 -1.43 0.00 -45.00 0.00 45.00 2,052.80 1,026.40 2,755 1,367.68 6.41 -0.44 0.04 156.83 -9.50 -1.43 0.00 -42.37 0.00 42.37 1,448.51 724.25 1,958 971.83 6.58 -0.45 0.05 160.00 -9.03 -1.41 0.00 -37.85 0.00 37.85 1,434.86 717.43 1,905 945.50 6.88 -0.46 0.05 165.00 -8.56 -1.39 0.00 -30.78 0.00 30.78 1,412.44 706.22 1,821 904.02 7.37 -0.48 0.04 170.00 -8.13 -1.36 0.00 -23.83 0.00 23.83 1,388.93 694.47 1,738 862.72 7.88 -0.49 0.03 175.00 -5.40 -1.09 0.00 -17.06 0.00 17.06 1,364.34 682.17 1,655 821.66 8.40 -0.50 0.03 180.00 -5.09 -1.04 0.00 -11.62 0.00 11.62 1,338.67 669.34 1,573 780.89 8.93 -0.51 0.02 185.00 -5.02 -1.03 0.00 -6.42 0.00 6.42 1,311.91 655.96 1,492 740.48 9.47 -0.52 0.01 186.00 -3.67 -0.80 0.00 -5.39 0.00 5.39 1,306.43 653.22 1,475 732.45 9.58 -0.52 0.01 187.00 -2.60 -0.61 0.00 -4.59 0.00 4.59 1,300.91 650.45 1,459 724.44 9.69 -0.52 0.01 190.00 -2.58 -0.61 0.00 -2.75 0.00 2.75 1,284.08 642.04 1,411 700.50 10.02 -0.52 0.01 190.30 -2.43 -0.58 0.00 -2.57 0.00 2.57 1,282.37 641.19 1,406 698.11 10.05 -0.52 0.01 190.50 -2.24 -0.54 0.00 -2.45 0.00 2.45 1,281.23 640.62 1,403 696.53 10.07 -0.52 0.01 193.50 -2.15 -0.52 0.00 -0.84 0.00 0.84 1,263.94 631.97 1,355 672.79 10.40 -0.52 0.00 194.00 -0.80 -0.21 0.00 -0.58 0.00 0.58 1,261.03 630.51 1,347 668.86 10.46 -0.52 0.00 195.00 -0.69 -0.18 0.00 -0.37 0.00 0.37 1,255.15 627.58 1,331 661.00 10.57 -0.52 0.00 197.00 -0.12 -0.03 0.00 -0.02 0.00 0.02 1,243.28 621.64 1,300 645.34 10.79 -0.52 0.00 197.50 0.00 0.00 0.00 0.00 0.00 0.00 1,240.29 620.14 1,292 641.44 10.84 -0.52 0.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 11.00 -0.52 0.00 ©2007-2020 by ATC LLC.All rights reserved. Page 20 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 C3 02 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 Normal 44.40 0.00 69.66 0.00 0.00 5991.33 52.00 0.93 0.9D+1.6W Normal 44.36 0.00 52.22 0.00 0.00 5888.22 52.00 0.91 1.2D+1.0Di+1.0Wi Normal 16.45 0.00 138.15 0.00 0.00 2556.63 52.00 0.44 (1.2D+0.2Sds)*DL+E Normal ELFM 1.82 0.00 70.10 0.00 0.00 278.72 52.00 0.06 (1.2D+0.2Sds)*DL+E Normal EMAM 1.90 0.00 70.10 0.00 0.00 273.98 110.00 0.07 (0.9D-0.2Sds)*DL+E Normal ELFM 1.79 0.00 48.98 0.00 0.00 272.44 52.00 0.05 (0.9D-0.2Sds)*DL+E Normal EMAM 1.90 0.00 48.98 0.00 0.00 267.36 110.00 0.06 1.0D+1.0W Service Normal 10.55 0.00 58.12 0.00 0.00 1412.55 52.00 0.23 ©2007-2020 by ATC LLC.All rights reserved. Page 21 of 21 Model Id:69949 Scenario Id:190818 1/13/2022 16:32:06 ' ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSIITIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 BASE PLATE ANALYSIS @ 0 FT PLATE PARAMETERS(ID#14029) Diameter: 73.79 in Shape: 16 Thickness: 2.75 in ". • ': Grade: A633 Gr.E Yield Strength: 60 ksi /• .\ , Tensile Strength: 80 ksi ., r Rod Detail Type: d ,. .j Clear Distance 3 in \EIID ;J Base Weld Size: 0.125 in • Orientation Offset: - ° Analysis Type: Plastic Neutral Axis: 144 ° ANCHOR ROD PARAMETERS Diameter Circle Fy Fu Spacing Offset Class Arrangement Quantity Grade (in) (in) (ksi) (ksi) (in) (°) Original Radial 20 2.25 67.79 A615-75 75 100 - - [ID#14330] Task ID: 104583 Page 1 of 3 1/13/2022 16:32:38 ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 ANCHOR ROD GEOMETRY AND APPLIED LOADS---ORIGINAL(20)2.25"0[ID 14330] GEOMETRY AND APPLIED LOADS(UNFACTORED) Position Radians X Y Moment Arm Inertia Axial Load Shear Load (in) (in) (in) (in4) (k) (k) 1 0.314 32.24 10.47 -26.360 2257.459 -167.78 2.07 2 0.628 27.42 19.92 -30.988 3119.414 -167.78 1.09 3 0.942 19.92 27.42 -32.583 3448.649 -167.78 0.00 4 1.257 10.47 32.24 -30.988 3119.413 -167.78 1.09 5 1.571 0.00 33.90 -26.360 2257.461 -167.78 2.07 6 1.885 -10.47 32.24 -19.152 1192.027 -167.78 2.84 7 2.199 -19.92 27.42 -10.069 330.076 -167.78 3.34 8 2.513 -27.42 19.92 0.000 0.839 -167.78 3.52 9 2.827 -32.24 10.47 10.069 330.075 181.71 3.34 10 3.142 -33.90 0.00 19.152 1192.030 181.71 2.84 11 3.456 -32.24 -10.47 26.360 2257.460 181.71 2.07 12 3.770 -27.42 -19.92 30.988 3119.412 181.71 1.09 13 4.084 -19.92 -27.42 32.583 3448.649 181.71 0.00 14 4.398 -10.47 -32.24 30.988 3119.412 181.71 1.09 15 4.712 0.00 -33.90 26.360 2257.460 181.71 2.07 16 5.027 10.47 -32.24 19.152 1192.029 181.71 2.84 17 5.341 19.92 -27.42 10.069 330.075 181.71 3.34 18 5.655 27.42 -19.92 0.000 0.839 -167.78 3.52 19 5.969 32.24 -10.47 -10.069 330.076 -167.78 3.34 20 6.283 33.90 0.00 -19.152 1192.027 -167.78 2.84 Task ID: 104583 Page 2 of 3 1/13/2022 16:32:38 • ASSET: 15035,NORTHAMPTON LANDFILL MA CODE: ANSI/TIA-222-G CUSTOMER: T-MOBILE ENG NO: 13752870 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor Mu(k-ft) Pu(k) Vu(k) Pole 59.2"0 x 0.4375"(16 Sides) 5991.3 69.66 44.40 1.000 Bolt Group Original(20)2.25"0 5991.3 - 44.40 1.000 TOTALS 5991.33 69.66 44.4 COMPONENT PROPERTIES Com onent ID Gross Area Net Area Individual Inertia Moment of Inertia Threads/in p (in2) (in2) (in4) (in4) Pole 59.2"0 x 0.4375"(16 Sides) 80.2480 - - 34642.48 - Bolt Group Original(20)2.25"0 3.9761 3.2477 0.8393 34494.88 4.5 EXTERNAL BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 59.45 in Neutral Axis: 144 ° Point-to-Point Diameter: 60.62 in Bend Line Lower Limit: 3.602 rad Flat Width: 11.825 in Bend Line Upper Limit: 4.566 rad Flat Radians: 0.393 rad Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Bend Line (in) (in) (in3) Mu(k-in) 4)Mn(k-in) Ratio Flat 39.144 0.00 74.008 1178.7 3996.4 0.295 Corner 37.316 0.00 70.550 799.9 3809.7 0.210 Circumferential 45.983 0.00 86.936 1480.0 4694.6 0.315 PLASTIC ANCHOR ROD ANALYSIS Rod Diameter Applied Axial Load Applied Shear Load Compressive Capacity Class Group Quantity (in) Pu(k) Vu(k) �Pn(k) Ratio Original 20 2.25 181.6 3.5 259.8 0.726 Task ID: 104583 Page 3 of 3 1/13/2022 16:32:38