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4SH0213C_BUILDING PERMIT APPLICATION_032224114 GLENDALE ROAD X T-MOBILE CELL SITE MODIFICATION ON BEHALF OF T-MOBILE THE PROPOSED WORK INVOLVES MODIFYING THEIR EQUIPMENT AT THE EXISTING CELL SITE. PLEASE REFERENCE THE ATTACHMENT FOR FURTHER DETAILS. X X X X X X AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY - WOBURN MA 01801 617 375 7500 ADAM WOLFREY - CENTERLINE COMMUNICATIONS LLCAUTHORIZED AGENT 750 W CENTER ST STE 301 - W BRIDGEWATER MA 02379 ERICSSON INC ERIC KUKLINSKI CS - 097477 1089 MAIN ST - WAREHAM MA 02576 508 742 8472 eric.kuklinski@ericsson.com 50000 50000 awolfrey@clinellc.com ADAM WOLFREY - CENTERLINE COMMUNICATIONS LLCAUTHORIZED AGENT 750 W CENTER ST STE 301 - W BRIDGEWATER MA 02379 508 667 3100 03.22.24 6300 Legacy Dr, Plano, TX 75024 03.22.23AGENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES 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). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2016 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY B ORG 2,000,000 11/01/2024 TB2-691-477017-033 HOU-003349263-23 1,000,000 5,000,000 WC5-691-477017-013 (WI) X 42404 5,000,000 Dallas, TX 75201-7357 N X11/01/2023 4 11/01/2024 11/01/2024 Zeferina.Mireles@marsh.com AS2-691-477017-043 C 4,000,000 2,000,000 33600 Liberty Insurance Corporation 1,000,000 X X 01/12/2024 11/01/2023 X 11/01/2023 Plano, TX 75024 Ericsson A Liberty Mutual Insurance Corporation CN101764695-GAWU--23-24 5,000 11/01/2024 1,000,000 TH7-691-477017-053 C 4,000,000 23035 1,000,000 1,000,000 WA5-69D-477017-023 (AOS) 4400 Comerica Bank Tower MARSH USA, LLC. X 1717 Main Street Attn: dallas.certs@marsh.com 212-948-0519/866-966-4664 Attn: Timothy Shires Ericsson Inc. Plano, TX 75024 6300 Legacy Drive X 11/01/2023 6300 Legacy Dr 11/01/2023 A Zeferina Mireles 11/01/2024 214 303 8529 / +1 Liberty Mutual Fire Insurance Company The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 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):_________________________________________________ _ Address:__________________________________________________________________________ City/State/Zip:_____________________________ Phone #:________________________________ *Any applicant that checks box #1 must also fill out the section below showing their workers’ compensation policy information. † 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 job site information. Insurance Company Name:____________________________________________________________________________ Policy # or Self-ins. Lic. #:__________________________________________ Expiration Date:____________________ Job Site Address: 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 $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 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 pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone #: 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): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other ______________________________ Contact Person:_________________________________________ Phone #:_________________________________ Type of project (required): 6. New construction 7. Remodeling 8. Demolition 9. Building addition 10. Electrical repairs or additions 11. Plumbing repairs or additions 12. Roof repairs 13. Other____________________ 1. I am a employer with _________ employees (full and/or part-time).* 2. I am a sole proprietor or partner- ship and have no employees working for me in any capacity. [No workers’ comp. insurance required.] 3. I am a homeowner doing all work myself. [No workers’ comp. insurance required.] † Are you an employer? Check the appropriate box: 4. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers’ comp. insurance.‡ 5. We are a corporation and its officers have exercised their right of exemption per MGL c. 152, §1(4), and we have no employees. [No workers’ comp. insurance required.] Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers’ compensation for their employees. Pursuant to this statute, an employee is defined as “...every person in the service of another under any contract of hire, express or implied, oral or written.” An employer is defined as “an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.” MGL chapter 152, §25C(6) also states that “every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.” Additionally, MGL chapter 152, §25C(7) states “Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.” Applicants Please fill out the workers’ compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers’ compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers’ compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under “Job Site Address” the applicant should write “all locations in ______(city or town).” A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department’s address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center, 2 Avenue de Lafayette Boston, MA 02111-1750 Tel. (617) 727-4900 or 1-877-MASSAFE Fax (617) 727-7749 www.mass.gov/dia Revised 7-2019 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structural Analysis Report Structure :199 ft Monopole ATC Asset Name :NORTHAMPTON LANDFILL MA ATC Asset Number :15035 Engineering Number :14578292_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° N, 72.7079° W County :Hampshire Date :January 24, 2024 Max Usage :96% Analysis Result :Pass Created By: Zach Stoll Structural Engineer Eng. Number 14578292_C3_02 January 24, 2024 Page 2 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Table of Contents Introduction ...........................................................................................................................................................................................3 Supporting Documents .........................................................................................................................................................................3 Analysis ...................................................................................................................................................................................................3 Conclusion ..............................................................................................................................................................................................3 Structure Usages ...................................................................................................................................................................................4 Maximum Reactions .............................................................................................................................................................................4 Tower Loading .......................................................................................................................................................................................5 Standard Conditions ............................................................................................................................................................... Attached Calculations.............................................................................................................................................................................. Attached Eng. Number 14578292_C3_02 January 24, 2024 Page 3 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 199 ft Monopole tower to reflect the change in loading by T-MOBILE. Supporting Documents Tower:Valmont Drawing #DD0848Z, dated June 24, 2000 Foundation:Malouf Job #00-656, dated July 14, 2000 Geotechnical: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(s):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, S1 = 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 reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. Eng. Number 14578292_C3_02 January 24, 2024 Page 4 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 96.4%1.2D + 1.6W Pass Serviceability Usage 70.9%1.0D + 1.0W Pass Base Plate @ 0.0 ft 74.2%Rods Pass Mat & Pier 71.8%Flexure [Steel (Pier)]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 6,114.7 74.4 44.2 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 14578292_C3_02 January 24, 2024 Page 5 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com T-MOBILE Final Loading Elev (ft)Qty Equipment Lines 3 Ericsson 4460 BAND 2/25 3 Ericsson 4480 BAND 71 3 Ericsson 840590966 3 Ericsson AIR 6419 B41 187.0 3 RFS APXVLL19P_43-C-A20 (2) 1.99" (50.7mm) Hybrid 186.0 1 Low Profile Platform - Install proposed lines inside the pole shaft. Other Existing/Reserved Loading Elev (ft)Qty Equipment Lines Carrier 200.9 1 Alcatel-Lucent MPR e -SPRINT NEXTEL 200.8 1 RFS SB2-107AMPT -SPRINT NEXTEL 197.8 3 Alcatel-Lucent 1900MHz RRH (65MHz)-SPRINT NEXTEL 197.2 3 RFS APXVTM14-C-I20 -SPRINT NEXTEL 197.0 3 RFS APXVSPP18-C-A20 (4) 1 1/4" Hybriflex Cable SPRINT NEXTEL 194.0 1 Low Profile Platform -SPRINT NEXTEL 193.6 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield -SPRINT NEXTEL 190.5 2 Alcatel-Lucent ALU 800MHz External Notch Filter -SPRINT NEXTEL 190.3 3 Alcatel-Lucent 800 MHz RRH -SPRINT NEXTEL 1 Platform with Handrails 2 Raycap DC6-48-60-18-8F ("Squid") 3 CCI HPA65R-BU8A 3 Ericsson RRUS 4449 B5, B12 3 Ericsson RRUS 8843 B2, B66A 3 Mount Reinforcement 3 Kathrein Scala 800 10122 3 Kathrein Scala 80010966 6 Kathrein Scala 860 10025 175.0 6 Powerwave Allgon TT19-08BP111-001 (1) 0.39" (10mm) Fiber Trunk (4) 0.78" (19.7mm) 8 AWG 6 (12) 1 5/8" Coax (1) 3" conduit AT&T MOBILITY 159.8 1 RFI Antennas CC807-08 (1) 1 5/8" Coax CITY OF NORTHAMPTON POLICE DEPT 2 Stand-Off159.0 2 dbSpectra DS7C14PPTU (2) 1/2" Coax CITY OF NORTHAMPTON POLICE DEPT 155.0 1 TX RX Systems 432F-83W-01-C- 110/110R/48/48R (1) 1/2" Coax CITY OF NORTHAMPTON POLICE DEPT 148.3 1 5' Omni -CITY OF NORTHAMPTON POLICE DEPT 145.0 1 Low Profile Platform -VERIZON WIRELESS 1 Raycap RVZDC-6627-PF-48 3 Samsung MT6407-77A 3 Samsung RF4439d-25A 3 Samsung RF4440d-13A 3 Samsung RT4401-48A 3 Samsung XXDWMM-12.5-65-8T-CBRS 142.0 6 Commscope NHH-65C-R2B (2) 1 1/4" Hybriflex Cable (10) 1 5/8" Coax VERIZON WIRELESS Eng. Number 14578292_C3_02 January 24, 2024 Page 6 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Elev (ft)Qty Equipment Lines Carrier 135.0 3 RFS APXV18-206517 (6) 1 5/8" Coax METRO PCS INC 1 4' HP Dish120.0 1 Radio/ODU (1) 1/2" Coax AT&T MOBILITY 119.7 1 Radio/ODU -AT&T MOBILITY 1 2' HP Dish116.0 1 Radio/ODU (1) 3/8" Coax AT&T MOBILITY 1 2' HP Dish114.0 1 Radio/ODU (1) 3/8" Coax AT&T MOBILITY 1 Commscope RDIDC-9181-PF-48 1 Platform with Handrails 3 Fujitsu TA08025-B604 3 Fujitsu TA08025-B605 108.0 3 JMA Wireless MX08FRO665-21 (1) 1.60" (40.6mm) Hybrid DISH WIRELESS L.L.C. 75.5 1 PCTEL GPS-TMG-HR-26N -SPRINT NEXTEL 75.0 1 Stand-Off (1) 1/2" Coax SPRINT NEXTEL (If table breaks across pages, please see previous page for data in merged cells) ATC Tower Services, LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com 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. Calculations ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292 ANALYSIS PARAMETERS Nominal Wind:91 mph Ice Wind:50 mph w/ 1.5" ice Service Wind:60 mph Structure Class:II Exposure:C Ss: 0.17 S1: 0.066 Topo Category: 1 Structure Height:198.92 ft Base Elevation:0.00 ft Structure Type: Taper Base Diameter:59.2 in Base Rotation:0°Taper:0.1830 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.6W 6114.68 74.43 44.18 0.9D + 1.6W 5990.90 55.80 44.14 1.2D + 1.0Di + 1.0Wi 2786.08 146.38 17.01 (1.2 + 0.2Sds) * DL + E ELFM 307.79 74.97 1.87 (1.2 + 0.2Sds) * DL + E EMAM 323.44 74.97 2.14 (0.9 - 0.2Sds) * DL + E ELFM 299.65 52.38 1.87 (0.9 - 0.2Sds) * DL + E EMAM 314.26 52.38 2.14 1.0D + 1.0W 1470.93 62.10 10.73 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 52.000 49.68 59.20 0.438 0.000 16 Sides 65 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 5 47.170 25.22 33.86 0.219 Slip Joint 61.000 16 Sides 65 DISCRETE APPURTENANCE Elev (ft)Description 200.9 (1) Alcatel-Lucent MPR e 200.8 (1) RFS SB2-107AMPT 197.8 (3) Alcatel-Lucent 1900MHz RRH (65 197.2 (3) RFS APXVTM14-C-I20 197.0 (3) RFS APXVSPP18-C-A20 194.0 (1) Generic Round Low Profile Plat 193.6 (3) Alcatel-Lucent TD-RRH8x20-25 w 190.5 (2) Alcatel-Lucent ALU 800MHz Exte 190.3 (3) Alcatel-Lucent 800 MHz RRH 187.0 (3) Ericsson 4460 BAND 2/25 187.0 (3) Ericsson 4480 BAND 71 187.0 (3) Ericsson AIR 6419 B41 187.0 (3) RFS APXVLL19P_43-C-A20 187.0 (3) Ericsson 840590966 186.0 (1) Generic Round Low Profile Plat 175.0 (6) Kathrein Scala 860 10025 175.0 (6) Powerwave Allgon TT19-08BP111- 175.0 (2) Raycap DC6-48-60-18-8F ("Squid 175.0 (3) Ericsson RRUS 8843 B2, B66A 175.0 (3) Ericsson RRUS 4449 B5, B12 175.0 (3) Generic Mount Reinforcement 175.0 (3) Kathrein Scala 800 10122 175.0 (3) CCI HPA65R-BU8A 175.0 (3) Kathrein Scala 80010966 175.0 (1) Generic Round Platform with Ha 159.8 (1) RFI Antennas CC807-08 159.0 (2) Generic Flat Stand-Off 159.0 (2) dbSpectra DS7C14PPTU 155.0 (1) TX RX Systems 432F-83W-01-C-11 148.3 (1) Generic 5' Omni 145.0 (1) Generic Round Low Profile Plat 142.0 (3) Samsung RT4401-48A 142.0 (3) Samsung XXDWMM-12.5-65-8T-CBRS 142.0 (3) Samsung RF4440d-13A 142.0 (3) Samsung RF4439d-25A 142.0 (1) Raycap RVZDC-6627-PF-48 142.0 (3) Samsung MT6407-77A 142.0 (6) Commscope NHH-65C-R2B 135.0 (3) RFS APXV18-206517 120.0 (1) Generic Radio/ODU 120.0 (1) Generic 4' HP Dish 119.7 (1) Generic Radio/ODU 116.0 (1) Generic Radio/ODU 116.0 (1) Generic 2' HP Dish 114.0 (1) Generic Radio/ODU 114.0 (1) Generic 2' HP Dish 108.0 (1) Commscope RDIDC-9181-PF-48 108.0 (3) Fujitsu TA08025-B604 108.0 (3) Fujitsu TA08025-B605 108.0 (3) JMA Wireless MX08FRO665-21 108.0 (1) Generic Round Platform with Ha 75.5 (1) PCTEL GPS-TMG-HR-26N 75.0 (1) Stand-Off LINEAR APPURTENANCE Elev To (ft)Description 201.0 (1) 0.24" (6mm) Cat 5 197.0 (4) 1 1/4" Hybriflex Cable 187.0 (1) 1.99" (50.7mm) Hybrid 187.0 (1) 1.99" (50.7mm) Hybrid 175.0 (1) 3" conduit 175.0 (12) 1 5/8" Coax 175.0 (4) 0.78" (19.7mm) 8 AWG 6 175.0 (1) 0.39" (10mm) Fiber Trunk 172.0 (1) 3" conduit 159.8 (1) 1 5/8" Coax 159.0 (2) 1/2" Coax 155.0 (1) 1/2" Coax 148.0 (1) 7/8" Coax 144.0 (2) 1 5/8" Coax 142.0 (10) 1 5/8" Coax 142.0 (2) 1 1/4" Hybriflex Cable 135.0 (6) 1 5/8" Coax 120.0 (1) 1/2" Coax 116.0 (1) 3/8" Coax 114.0 (1) 3/8" Coax 108.0 (1) 1.60" (40.6mm) Hybrid 75.0 (1) 1/2" Coax DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 114.00 16.846 1.453 1.0D + 1.0W 116.00 17.461 1.482 1.0D + 1.0W 120.00 18.727 1.539 1.0D + 1.0W 198.92 50.784 2.144 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_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: 0.000o ICE & WIND PARAMETERS Structure Class: II Design Wind Speed:91 mph Exposure Category:C Design Wind Speed w/ Ice:50 mph Topographic Category:1 Design Ice Thickness:1.50 in Crest Height:0 ft Service Wind Speed:60 mph SEISMIC PARAMETERS Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):3.48 TL (sec):6 P:1 Cs:0.030 Ss:0.170 S1:0.066 Cs Max:0.030 Fa:1.600 Fv:2.400 Cs Min:0.030 Sds:0.181 Sd1:0.106 LOAD CASES 1.2D + 1.6W 91 mph Wind with No Ice 0.9D + 1.6W 91 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 50 mph Wind with 1.5" Radial Ice (1.2 + 0.2Sds) * DL + E EMAM Seismic (1.2 + 0.2Sds) * DL + E ELFM Seismic (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (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 21,052.21.00 113.55 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 13,580.22.37 120.44 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 4-16 52.92 0.2813 65 Slip 73.00 5,987 42.18 103.913 37.59 8,335.4 28.23 149.93 32.49 156.83 28.90 3,786.9 21.38 115.49 0.1831 5-16 47.17 0.2188 65 Slip 61.00 3,285 33.86 151.750 23.48 3,355.7 29.19 154.73 25.22 198.92 17.45 1,377.9 21.34 115.27 0.1831 Total Shaft Weight 35,478 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 200.90 Alcatel-Lucent MPR e 1 0.80 2.000 13.00 0.798 1.00 67.26 2.037 1.00 200.80 RFS SB2-107AMPT 1 0.80 2.000 26.50 5.390 1.00 256.99 8.207 1.00 197.80 Alcatel-Lucent 1900MHz RRH (65 3 0.80 -3.000 60.00 2.375 0.67 231.52 4.611 0.67 197.20 RFS APXVTM14-C-I20 3 0.80 -3.000 52.90 6.342 0.66 336.47 10.828 0.66 197.00 RFS APXVSPP18-C-A20 3 0.80 -3.000 57.00 8.024 0.69 412.08 13.766 0.69 194.00 Generic Round Low Profile Plat 1 1.00 0.000 1875.00 21.700 1.00 3540.17 61.176 1.00 193.60 Alcatel-Lucent TD-RRH8x20-25 w 3 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 3 0.80 -3.000 53.00 2.134 0.67 204.47 4.142 0.67 187.00 Ericsson 4460 BAND 2/25 3 0.80 0.000 109.00 2.564 0.67 290.04 4.723 0.67 187.00 Ericsson 840590966 3 0.80 0.000 101.40 19.880 0.61 848.00 85.351 0.61 187.00 RFS APXVLL19P_43-C-A20 3 0.80 0.000 40.90 8.250 0.65 353.01 14.301 0.65 187.00 Ericsson AIR 6419 B41 3 0.80 0.000 68.50 5.600 0.60 315.99 8.844 0.60 187.00 Ericsson 4480 BAND 71 3 0.80 0.000 81.00 2.878 0.67 236.92 5.178 0.67 186.00 Generic Round Low Profile Plat 1 1.00 0.000 1875.00 21.700 1.00 3532.90 61.003 1.00 175.00 Kathrein Scala 860 10025 6 0.75 0.000 1.20 0.156 0.50 13.36 0.822 0.50 175.00 Kathrein Scala 800 10122 3 0.75 1.000 59.50 7.610 0.69 375.32 13.159 0.69 175.00 Generic Mount Reinforcement 3 0.75 0.000 200.00 4.980 0.67 593.32 15.084 0.67 175.00 Kathrein Scala 80010966 3 0.75 0.000 114.60 17.363 0.63 767.18 24.861 0.63 175.00 Ericsson RRUS 8843 B2, B66A 3 0.75 0.000 72.00 1.639 0.50 196.57 3.356 0.50 175.00 Raycap DC6-48-60-18-8F ("Squid 2 0.75 1.000 18.90 1.470 1.00 144.32 2.889 1.00 175.00 CCI HPA65R-BU8A 3 0.75 0.000 54.00 11.230 0.71 526.11 17.781 0.71 175.00 Powerwave Allgon TT19-08BP111-6 0.75 1.000 16.00 0.553 0.50 57.05 1.592 0.50 175.00 Ericsson RRUS 4449 B5, B12 3 0.75 0.000 71.00 1.969 0.50 201.98 3.865 0.50 175.00 Generic Round Platform with Ha 1 1.00 0.000 2500.00 27.200 1.00 5791.79 76.878 1.00 159.80 RFI Antennas CC807-08 1 1.00 0.000 24.30 2.855 1.00 171.59 9.705 1.00 159.00 Generic Flat Stand-Off 2 1.00 0.000 187.50 6.300 0.90 455.89 12.577 0.90 159.00 dbSpectra DS7C14PPTU 2 1.00 0.000 40.00 7.189 0.83 346.66 13.384 0.83 155.00 TX RX Systems 432F-83W-01-C-11 1 1.00 0.000 18.00 1.500 1.00 112.78 3.133 1.00 148.30 Generic 5' Omni 1 1.00 0.000 10.00 1.000 1.00 64.77 3.739 1.00 145.00 Generic Round Low Profile Plat 1 1.00 0.000 1875.00 21.700 1.00 3490.88 60.007 1.00 142.00 Samsung MT6407-77A 3 0.80 0.000 81.60 4.709 0.61 284.61 7.734 0.61 142.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 506.75 17.821 0.70 142.00 Samsung RF4439d-25A 3 0.80 0.000 74.70 2.500 0.67 233.91 4.585 0.67 142.00 Raycap RVZDC-6627-PF-48 1 0.80 0.000 32.00 3.781 0.50 250.41 6.415 0.50 142.00 Samsung RF4440d-13A 3 0.80 0.000 70.30 1.875 0.50 190.48 3.673 0.50 142.00 Samsung XXDWMM-12.5-65-8T-CBRS 3 0.80 0.000 23.10 1.539 0.50 105.73 3.196 0.50 142.00 Samsung RT4401-48A 3 0.80 0.000 18.60 0.996 0.50 72.39 2.359 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 Radio/ODU 1 1.00 2.000 30.00 1.600 1.00 130.22 3.249 1.00 120.00 Generic 4' HP Dish 1 1.00 2.000 170.00 15.855 1.00 795.69 20.422 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 2' HP Dish 1 1.00 0.000 90.00 3.960 1.00 252.32 6.249 1.00 116.00 Generic Radio/ODU 1 1.00 0.000 30.00 1.600 1.00 129.85 3.243 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 Round Platform with Ha 1 1.00 0.000 2500.00 27.200 1.00 5636.81 74.539 1.00 108.00 JMA Wireless MX08FRO665-21 3 0.75 0.000 64.50 12.489 0.64 562.26 17.931 0.64 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 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 0.50 132.11 3.610 0.50 108.00 Fujitsu TA08025-B605 3 0.75 0.000 75.00 1.962 0.50 196.32 3.743 0.50 75.50 PCTEL GPS-TMG-HR-26N 1 1.00 2.000 0.60 0.090 1.00 9.66 0.427 1.00 75.00 Stand-Off 1 1.00 0.000 200.00 3.500 1.00 850.94 10.335 1.00 Totals Row Count: 53 122 17,653.20 55,723.98 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 5.00 201.00 1 0.24" (6mm) Cat 5 0.24 0.04 N 0 0 0 0 0 N SPRINT NEXTEL 5.00 197.00 4 1 1/4" Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N SPRINT NEXTEL 0.00 187.00 1 1.99" (50.7mm) Hybrid 1.99 1.9 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 0.00 175.00 1 0.39" (10mm) Fiber Tr 0.39 0.06 N 0 0 0 0 0 N AT&T MOBILITY 5.00 175.00 1 3" conduit 3.5 7.58 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 0.00 159.80 1 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 159.00 2 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 155.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 148.00 1 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N CITY OF NORTHAMPTON 5.00 144.00 2 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIRELESS 5.00 142.00 10 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 142.00 2 1 1/4" Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 135.00 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 L.L.C. 5.00 75.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N SPRINT NEXTEL SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (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 0.0 1,362.7 15.00 0.4375 56.454 78.178 30,990.30 24.08 129.04 75.3 1076.8 0.0 1,341.0 20.00 0.4375 55.538 76.900 29,495.70 23.66 126.94 75.8 1041.8 0.0 1,319.2 25.00 0.4375 54.623 75.623 28,050.00 23.24 124.85 76.3 1007.3 0.0 1,297.5 30.00 0.4375 53.708 74.345 26,652.20 22.83 122.76 76.7 973.4 0.0 1,275.8 35.00 0.4375 52.792 73.068 25,301.70 22.41 120.67 77.2 940.1 0.0 1,254.0 40.00 0.4375 51.877 71.790 23,997.60 21.99 118.58 77.7 907.4 0.0 1,232.3 44.75 Bot - Section 2 0.4375 51.007 70.576 22,801.00 21.60 116.59 78.1 876.9 0.0 1,150.5 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 74.08 Bot - Section 3 0.3750 46.387 55.042 14,721.20 23.01 123.70 76.5 622.5 0.0 771.0 75.00 0.3750 46.219 54.841 14,560.80 22.92 123.25 76.6 618.0 0.0 330.9 75.50 0.3750 46.127 54.731 14,473.70 22.88 123.01 76.7 615.5 0.0 180.0 80.00 0.3750 45.304 53.746 13,705.80 22.44 120.81 77.2 593.4 0.0 1,604.0 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 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 0.0 317.4 148.30 0.2813 34.049 30.302 4,365.10 22.49 121.04 77.1 251.5 0.0 343.3 150.00 0.2813 33.738 30.022 4,245.50 22.27 119.94 77.4 246.8 0.0 174.5 151.75 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 0.0 324.4 159.00 0.2188 32.528 22.551 2,974.00 27.98 148.67 70.9 179.3 0.0 167.3 159.80 0.2188 32.382 22.449 2,933.70 27.85 148.00 71.1 177.7 0.0 61.2 160.00 0.2188 32.345 22.423 2,923.70 27.81 147.83 71.1 177.3 0.0 15.3 165.00 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 12.6 193.60 0.2188 26.194 18.130 1,545.30 22.22 119.71 77.4 115.7 0.0 193.3 194.00 0.2188 26.120 18.079 1,532.20 22.15 119.38 77.5 115.1 0.0 24.6 195.00 0.2188 25.937 17.951 1,500.00 21.99 118.54 77.7 113.4 0.0 61.3 197.00 0.2188 25.571 17.695 1,436.80 21.66 116.87 78.1 110.2 0.0 121.3 197.20 0.2188 25.534 17.670 1,430.60 21.62 116.70 78.1 109.9 0.0 12.0 197.80 0.2188 25.425 17.593 1,412.10 21.52 116.20 78.2 108.9 0.0 36.0 198.92 0.2188 25.220 17.450 1,377.90 21.34 115.26 78.4 107.2 0.0 66.8 Total:35,476.2 CALCULATED FORCES Load Case: 1.2D + 1.6W 91 mph Wind with No Ice 32 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:1.20 Wind Load Factor:1.60 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -74.43 -44.18 0 -6,114.68 0.00 6,114.68 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.944 5.00 -72.50 -43.92 0 -5,893.77 0.00 5,893.77 5,404.98 2,702.49 12,908.3 6,408.27 0.13 -0.24 0.933 10.00 -70.34 -43.66 0 -5,674.16 0.00 5,674.16 5,353.12 2,676.56 12,580.7 6,245.59 0.51 -0.48 0.922 15.00 -68.22 -43.38 0 -5,455.87 0.00 5,455.87 5,300.18 2,650.09 12,254.4 6,083.64 1.14 -0.72 0.910 20.00 -66.12 -43.07 0 -5,238.98 0.00 5,238.98 5,246.16 2,623.08 11,929.8 5,922.47 2.03 -0.97 0.897 25.00 -64.05 -42.73 0 -5,023.64 0.00 5,023.64 5,191.05 2,595.53 11,606.8 5,762.13 3.18 -1.22 0.884 30.00 -62.01 -42.36 0 -4,810.00 0.00 4,810.00 5,134.87 2,567.43 11,285.7 5,602.70 4.58 -1.47 0.871 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 35.00 -60.00 -41.97 0 -4,598.19 0.00 4,598.19 5,077.59 2,538.80 10,966.5 5,444.23 6.25 -1.72 0.857 40.00 -58.03 -41.57 0 -4,388.34 0.00 4,388.34 5,019.24 2,509.62 10,649.3 5,286.79 8.19 -1.97 0.842 44.75 -56.25 -41.32 0 -4,190.90 0.00 4,190.90 4,962.80 2,481.40 10,350.0 5,138.22 10.27 -2.21 0.827 45.00 -56.01 -41.12 0 -4,180.57 0.00 4,180.57 4,959.80 2,479.90 10,334.4 5,130.43 10.38 -2.22 0.826 50.00 -52.90 -40.72 0 -3,974.98 0.00 3,974.98 4,899.28 2,449.64 10,021.7 4,975.22 12.85 -2.48 0.810 52.00 -51.63 -40.47 0 -3,893.53 0.00 3,893.53 3,993.52 1,996.76 8,253.33 4,097.30 13.91 -2.58 0.964 55.00 -50.57 -40.12 0 -3,772.11 0.00 3,772.11 3,967.27 1,983.64 8,108.44 4,025.37 15.58 -2.74 0.950 60.00 -48.87 -39.66 0 -3,571.50 0.00 3,571.50 3,922.65 1,961.33 7,867.89 3,905.95 18.6 -3.02 0.927 65.00 -47.20 -39.19 0 -3,373.19 0.00 3,373.19 3,876.95 1,938.48 7,628.60 3,787.16 21.92 -3.31 0.903 70.00 -45.57 -38.74 0 -3,177.26 0.00 3,177.26 3,830.17 1,915.08 7,390.71 3,669.06 25.53 -3.59 0.878 74.08 -44.29 -38.46 0 -3,019.08 0.00 3,019.08 3,791.16 1,895.58 7,197.55 3,573.17 28.71 -3.83 0.857 75.00 -43.58 -38.21 0 -2,983.83 0.00 2,983.83 3,782.30 1,891.15 7,154.33 3,551.71 29.45 -3.88 0.852 75.50 -43.26 -37.98 0 -2,964.72 0.00 2,964.72 3,777.46 1,888.73 7,130.78 3,540.02 29.85 -3.91 0.849 80.00 -40.96 -37.60 0 -2,793.82 0.00 2,793.82 3,733.35 1,866.68 6,919.59 3,435.18 33.66 -4.16 0.825 80.75 -40.53 -37.36 0 -2,765.63 0.00 2,765.63 3,340.02 1,670.01 6,275.61 3,115.48 34.31 -4.21 0.900 85.00 -39.26 -36.88 0 -2,606.85 0.00 2,606.85 3,305.40 1,652.70 6,103.59 3,030.08 38.16 -4.44 0.873 90.00 -37.80 -36.35 0 -2,422.44 0.00 2,422.44 3,263.68 1,631.84 5,902.28 2,930.14 42.97 -4.73 0.839 95.00 -36.37 -35.81 0 -2,240.70 0.00 2,240.70 3,220.87 1,610.43 5,702.22 2,830.82 48.07 -5.02 0.803 100.00 -34.99 -35.31 0 -2,061.66 0.00 2,061.66 3,176.98 1,588.49 5,503.55 2,732.19 53.47 -5.3 0.766 103.92 -33.94 -34.99 0 -1,923.38 0.00 1,923.38 3,141.84 1,570.92 5,348.97 2,655.45 57.9 -5.51 0.736 105.00 -33.46 -34.77 0 -1,885.48 0.00 1,885.48 3,132.00 1,566.00 5,306.39 2,634.31 59.16 -5.57 0.727 108.00 -28.70 -31.77 0 -1,781.17 0.00 1,781.17 3,104.50 1,552.25 5,188.87 2,575.97 62.71 -5.74 0.701 110.00 -27.86 -31.41 0 -1,717.63 0.00 1,717.63 2,355.43 1,177.72 3,968.27 1,970.02 65.13 -5.85 0.884 114.00 -26.86 -30.82 0 -1,591.74 0.00 1,591.74 2,332.08 1,166.04 3,857.90 1,915.22 70.11 -6.06 0.843 115.00 -26.63 -30.71 0 -1,560.93 0.00 1,560.93 2,326.14 1,163.07 3,830.35 1,901.55 71.39 -6.12 0.833 116.00 -26.26 -30.20 0 -1,530.22 0.00 1,530.22 2,320.15 1,160.07 3,802.82 1,887.88 72.67 -6.18 0.823 119.70 -25.43 -29.86 0 -1,418.32 0.00 1,418.32 2,297.61 1,148.81 3,701.15 1,837.40 77.54 -6.4 0.784 120.00 -25.18 -28.78 0 -1,407.73 0.00 1,407.73 2,295.76 1,147.88 3,692.92 1,833.32 77.94 -6.42 0.779 125.00 -24.09 -28.21 0 -1,263.85 0.00 1,263.85 2,264.30 1,132.15 3,556.09 1,765.39 84.8 -6.7 0.727 130.00 -23.02 -27.63 0 -1,122.83 0.00 1,122.83 2,231.76 1,115.88 3,420.01 1,697.84 91.94 -6.97 0.672 135.00 -21.96 -26.55 0 -982.69 0.00 982.69 2,198.13 1,099.07 3,284.78 1,630.71 99.37 -7.23 0.613 140.00 -20.99 -26.11 0 -849.93 0.00 849.93 2,163.43 1,081.71 3,150.54 1,564.06 107.05 -7.47 0.554 142.00 -19.60 -22.97 0 -797.72 0.00 797.72 2,149.24 1,074.62 3,097.15 1,537.56 110.19 -7.57 0.528 145.00 -16.99 -21.27 0 -728.80 0.00 728.80 2,127.63 1,063.82 3,017.41 1,497.97 114.97 -7.7 0.495 148.30 -16.43 -20.91 0 -658.63 0.00 658.63 2,103.42 1,051.71 2,930.21 1,454.68 120.33 -7.84 0.461 150.00 -16.15 -20.71 0 -623.08 0.00 623.08 2,090.76 1,045.38 2,885.51 1,432.49 123.13 -7.91 0.443 151.75 -15.86 -20.44 0 -586.84 0.00 586.84 2,077.60 1,038.80 2,839.65 1,409.72 126.03 -7.98 0.424 155.00 -15.02 -20.01 0 -520.41 0.00 520.41 2,052.80 1,026.40 2,754.96 1,367.68 131.5 -8.11 0.388 156.83 -14.56 -19.75 0 -483.74 0.00 483.74 1,448.51 724.25 1,957.58 971.83 134.61 -8.18 0.509 159.00 -13.90 -18.36 0 -440.94 0.00 440.94 1,439.22 719.61 1,921.28 953.81 138.33 -8.25 0.473 159.80 -13.78 -18.15 0 -426.26 0.00 426.26 1,435.74 717.87 1,907.89 947.16 139.71 -8.28 0.460 160.00 -13.76 -17.91 0 -422.63 0.00 422.63 1,434.86 717.43 1,904.54 945.50 140.06 -8.29 0.457 165.00 -13.13 -17.36 0 -333.08 0.00 333.08 1,412.44 706.22 1,821.00 904.02 148.81 -8.48 0.378 170.00 -12.52 -16.81 0 -246.29 0.00 246.29 1,388.93 694.47 1,737.81 862.72 157.74 -8.63 0.295 175.00 -7.54 -10.63 0 -161.47 0.00 161.47 1,364.34 682.17 1,655.09 821.66 166.81 -8.75 0.202 180.00 -7.15 -10.11 0 -108.30 0.00 108.30 1,338.67 669.34 1,572.97 780.89 175.99 -8.83 0.144 185.00 -6.74 -9.78 0 -57.73 0.00 57.73 1,311.91 655.96 1,491.58 740.48 185.24 -8.89 0.083 186.00 -4.62 -8.23 0 -47.96 0.00 47.96 1,306.43 653.22 1,475.40 732.45 187.09 -8.9 0.069 187.00 -3.60 -4.85 0 -39.73 0.00 39.73 1,300.91 650.45 1,459.26 724.44 188.95 -8.91 0.058 190.00 -3.38 -4.67 0 -25.18 0.00 25.18 1,284.08 642.04 1,411.04 700.50 194.53 -8.92 0.039 190.30 -3.20 -4.44 0 -23.78 0.00 23.78 1,282.37 641.19 1,406.24 698.11 195.09 -8.92 0.037 190.50 -3.19 -4.26 0 -22.90 0.00 22.90 1,281.23 640.62 1,403.04 696.53 195.46 -8.92 0.035 193.60 -2.77 -3.69 0 -9.68 0.00 9.68 1,263.36 631.68 1,353.64 672.00 201.24 -8.93 0.017 194.00 -0.70 -2.17 0 -8.20 0.00 8.20 1,261.03 630.51 1,347.30 668.86 201.98 -8.93 0.013 195.00 -0.64 -2.03 0 -6.04 0.00 6.04 1,255.15 627.58 1,331.47 661.00 203.85 -8.94 0.010 197.00 -0.41 -1.20 0 -1.98 0.00 1.98 1,243.28 621.64 1,299.94 645.34 207.57 -8.94 0.003 197.20 -0.29 -0.63 0 -1.74 0.00 1.74 1,242.09 621.04 1,296.79 643.78 207.95 -8.94 0.003 197.80 -0.08 -0.32 0 -1.36 0.00 1.36 1,238.49 619.24 1,287.38 639.11 209.07 -8.94 0.002 198.92 0.00 -0.30 0 -1.00 0.00 1.00 1,231.72 615.86 1,269.84 630.40 211.15 -8.94 0.002 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Load Case: 0.9D + 1.6W 91 mph Wind with No Ice (Reduced DL)32 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:0.90 Wind Load Factor:1.60 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -55.80 -44.14 0 -5,990.90 0.00 5,990.90 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.922 5.00 -54.31 -43.80 0 -5,770.20 0.00 5,770.20 5,404.98 2,702.49 12,908.3 6,408.27 0.13 -0.23 0.911 10.00 -52.65 -43.46 0 -5,551.20 0.00 5,551.20 5,353.12 2,676.56 12,580.7 6,245.59 0.5 -0.47 0.899 15.00 -51.02 -43.11 0 -5,333.90 0.00 5,333.90 5,300.18 2,650.09 12,254.4 6,083.64 1.12 -0.71 0.887 20.00 -49.41 -42.73 0 -5,118.37 0.00 5,118.37 5,246.16 2,623.08 11,929.8 5,922.47 1.99 -0.95 0.874 25.00 -47.82 -42.32 0 -4,904.72 0.00 4,904.72 5,191.05 2,595.53 11,606.8 5,762.13 3.11 -1.19 0.861 30.00 -46.25 -41.89 0 -4,693.11 0.00 4,693.11 5,134.87 2,567.43 11,285.7 5,602.70 4.48 -1.43 0.847 35.00 -44.71 -41.44 0 -4,483.64 0.00 4,483.64 5,077.59 2,538.80 10,966.5 5,444.23 6.12 -1.68 0.833 40.00 -43.19 -40.99 0 -4,276.43 0.00 4,276.43 5,019.24 2,509.62 10,649.3 5,286.79 8 -1.92 0.818 44.75 -41.84 -40.73 0 -4,081.74 0.00 4,081.74 4,962.80 2,481.40 10,350.0 5,138.22 10.04 -2.16 0.803 45.00 -41.65 -40.49 0 -4,071.56 0.00 4,071.56 4,959.80 2,479.90 10,334.4 5,130.43 10.15 -2.17 0.802 50.00 -39.29 -40.08 0 -3,869.12 0.00 3,869.12 4,899.28 2,449.64 10,021.7 4,975.22 12.56 -2.42 0.786 52.00 -38.32 -39.81 0 -3,788.97 0.00 3,788.97 3,993.52 1,996.76 8,253.33 4,097.30 13.59 -2.52 0.935 55.00 -37.50 -39.42 0 -3,669.54 0.00 3,669.54 3,967.27 1,983.64 8,108.44 4,025.37 15.23 -2.67 0.921 60.00 -36.19 -38.91 0 -3,472.45 0.00 3,472.45 3,922.65 1,961.33 7,867.89 3,905.95 18.17 -2.95 0.899 65.00 -34.91 -38.39 0 -3,277.91 0.00 3,277.91 3,876.95 1,938.48 7,628.60 3,787.16 21.41 -3.23 0.875 70.00 -33.66 -37.91 0 -3,085.96 0.00 3,085.96 3,830.17 1,915.08 7,390.71 3,669.06 24.94 -3.5 0.850 74.08 -32.69 -37.62 0 -2,931.18 0.00 2,931.18 3,791.16 1,895.58 7,197.55 3,573.17 28.03 -3.73 0.829 75.00 -32.15 -37.37 0 -2,896.69 0.00 2,896.69 3,782.30 1,891.15 7,154.33 3,551.71 28.75 -3.78 0.824 75.50 -31.90 -37.11 0 -2,878.00 0.00 2,878.00 3,777.46 1,888.73 7,130.78 3,540.02 29.15 -3.81 0.822 80.00 -30.16 -36.75 0 -2,710.99 0.00 2,710.99 3,733.35 1,866.68 6,919.59 3,435.18 32.86 -4.06 0.798 80.75 -29.82 -36.49 0 -2,683.43 0.00 2,683.43 3,340.02 1,670.01 6,275.61 3,115.48 33.5 -4.1 0.871 85.00 -28.85 -35.98 0 -2,528.37 0.00 2,528.37 3,305.40 1,652.70 6,103.59 3,030.08 37.25 -4.33 0.844 90.00 -27.73 -35.42 0 -2,348.47 0.00 2,348.47 3,263.68 1,631.84 5,902.28 2,930.14 41.93 -4.61 0.810 95.00 -26.63 -34.86 0 -2,171.37 0.00 2,171.37 3,220.87 1,610.43 5,702.22 2,830.82 46.9 -4.89 0.776 100.00 -25.58 -34.34 0 -1,997.08 0.00 1,997.08 3,176.98 1,588.49 5,503.55 2,732.19 52.16 -5.16 0.739 103.92 -24.78 -34.03 0 -1,862.58 0.00 1,862.58 3,141.84 1,570.92 5,348.97 2,655.45 56.47 -5.37 0.710 105.00 -24.41 -33.80 0 -1,825.71 0.00 1,825.71 3,132.00 1,566.00 5,306.39 2,634.31 57.69 -5.42 0.701 108.00 -20.89 -30.91 0 -1,724.31 0.00 1,724.31 3,104.50 1,552.25 5,188.87 2,575.97 61.15 -5.58 0.677 110.00 -20.25 -30.55 0 -1,662.49 0.00 1,662.49 2,355.43 1,177.72 3,968.27 1,970.02 63.51 -5.69 0.853 114.00 -19.49 -29.97 0 -1,540.04 0.00 1,540.04 2,332.08 1,166.04 3,857.90 1,915.22 68.35 -5.89 0.813 115.00 -19.32 -29.85 0 -1,510.08 0.00 1,510.08 2,326.14 1,163.07 3,830.35 1,901.55 69.59 -5.95 0.803 116.00 -19.04 -29.34 0 -1,480.23 0.00 1,480.23 2,320.15 1,160.07 3,802.82 1,887.88 70.84 -6.01 0.793 119.70 -18.41 -29.00 0 -1,371.52 0.00 1,371.52 2,297.61 1,148.81 3,701.15 1,837.40 75.57 -6.22 0.755 120.00 -18.24 -27.91 0 -1,361.19 0.00 1,361.19 2,295.76 1,147.88 3,692.92 1,833.32 75.96 -6.24 0.751 125.00 -17.41 -27.34 0 -1,221.64 0.00 1,221.64 2,264.30 1,132.15 3,556.09 1,765.39 82.63 -6.51 0.700 130.00 -16.60 -26.76 0 -1,084.96 0.00 1,084.96 2,231.76 1,115.88 3,420.01 1,697.84 89.58 -6.78 0.647 135.00 -15.81 -25.69 0 -949.17 0.00 949.17 2,198.13 1,099.07 3,284.78 1,630.71 96.79 -7.03 0.590 140.00 -15.08 -25.26 0 -820.73 0.00 820.73 2,163.43 1,081.71 3,150.54 1,564.06 104.26 -7.26 0.532 142.00 -14.11 -22.17 0 -770.21 0.00 770.21 2,149.24 1,074.62 3,097.15 1,537.56 107.31 -7.35 0.508 145.00 -12.19 -20.55 0 -703.69 0.00 703.69 2,127.63 1,063.82 3,017.41 1,497.97 111.96 -7.48 0.476 148.30 -11.77 -20.21 0 -635.87 0.00 635.87 2,103.42 1,051.71 2,930.21 1,454.68 117.17 -7.62 0.443 150.00 -11.56 -20.01 0 -601.52 0.00 601.52 2,090.76 1,045.38 2,885.51 1,432.49 119.89 -7.69 0.426 151.75 -11.35 -19.74 0 -566.50 0.00 566.50 2,077.60 1,038.80 2,839.65 1,409.72 122.71 -7.75 0.408 155.00 -10.72 -19.34 0 -502.34 0.00 502.34 2,052.80 1,026.40 2,754.96 1,367.68 128.01 -7.87 0.373 156.83 -10.38 -19.09 0 -466.89 0.00 466.89 1,448.51 724.25 1,957.58 971.83 131.04 -7.94 0.488 159.00 -9.92 -17.72 0 -425.52 0.00 425.52 1,439.22 719.61 1,921.28 953.81 134.65 -8.01 0.454 159.80 -9.83 -17.52 0 -411.34 0.00 411.34 1,435.74 717.87 1,907.89 947.16 135.99 -8.04 0.442 160.00 -9.82 -17.28 0 -407.83 0.00 407.83 1,434.86 717.43 1,904.54 945.50 136.33 -8.05 0.439 165.00 -9.35 -16.74 0 -321.45 0.00 321.45 1,412.44 706.22 1,821.00 904.02 144.83 -8.23 0.363 170.00 -8.90 -16.21 0 -237.76 0.00 237.76 1,388.93 694.47 1,737.81 862.72 153.5 -8.38 0.283 175.00 -5.35 -10.26 0 -155.96 0.00 155.96 1,364.34 682.17 1,655.09 821.66 162.31 -8.49 0.194 180.00 -5.06 -9.76 0 -104.65 0.00 104.65 1,338.67 669.34 1,572.97 780.89 171.21 -8.57 0.138 185.00 -4.77 -9.44 0 -55.85 0.00 55.85 1,311.91 655.96 1,491.58 740.48 180.19 -8.63 0.079 186.00 -3.21 -7.99 0 -46.41 0.00 46.41 1,306.43 653.22 1,475.40 732.45 182 -8.64 0.066 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 187.00 -2.56 -4.67 0 -38.42 0.00 38.42 1,300.91 650.45 1,459.26 724.44 183.8 -8.65 0.055 190.00 -2.40 -4.50 0 -24.41 0.00 24.41 1,284.08 642.04 1,411.04 700.50 189.22 -8.66 0.037 190.30 -2.27 -4.28 0 -23.07 0.00 23.07 1,282.37 641.19 1,406.24 698.11 189.76 -8.66 0.035 190.50 -2.27 -4.11 0 -22.21 0.00 22.21 1,281.23 640.62 1,403.04 696.53 190.12 -8.66 0.034 193.60 -1.97 -3.55 0 -9.48 0.00 9.48 1,263.36 631.68 1,353.64 672.00 195.73 -8.67 0.016 194.00 -0.46 -2.13 0 -8.06 0.00 8.06 1,261.03 630.51 1,347.30 668.86 196.45 -8.67 0.012 195.00 -0.42 -1.99 0 -5.94 0.00 5.94 1,255.15 627.58 1,331.47 661.00 198.26 -8.67 0.009 197.00 -0.27 -1.18 0 -1.96 0.00 1.96 1,243.28 621.64 1,299.94 645.34 201.88 -8.67 0.003 197.20 -0.20 -0.61 0 -1.72 0.00 1.72 1,242.09 621.04 1,296.79 643.78 202.24 -8.67 0.003 197.80 -0.05 -0.32 0 -1.36 0.00 1.36 1,238.49 619.24 1,287.38 639.11 203.33 -8.67 0.002 198.92 0.00 -0.30 0 -1.00 0.00 1.00 1,231.72 615.86 1,269.84 630.40 205.35 -8.67 0.002 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 50 mph Wind with 1.5" Radial Ice 34 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 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -146.38 -17.01 0 -2,786.08 0.00 2,786.08 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.451 5.00 -143.71 -17.10 0 -2,701.02 0.00 2,701.02 5,404.98 2,702.49 12,908.3 6,408.27 0.06 -0.11 0.448 10.00 -140.72 -17.19 0 -2,615.52 0.00 2,615.52 5,353.12 2,676.56 12,580.7 6,245.59 0.23 -0.22 0.445 15.00 -137.72 -17.26 0 -2,529.58 0.00 2,529.58 5,300.18 2,650.09 12,254.4 6,083.64 0.52 -0.33 0.442 20.00 -134.73 -17.33 0 -2,443.27 0.00 2,443.27 5,246.16 2,623.08 11,929.8 5,922.47 0.93 -0.45 0.438 25.00 -131.75 -17.37 0 -2,356.65 0.00 2,356.65 5,191.05 2,595.53 11,606.8 5,762.13 1.46 -0.56 0.434 30.00 -128.80 -17.41 0 -2,269.79 0.00 2,269.79 5,134.87 2,567.43 11,285.7 5,602.70 2.11 -0.68 0.430 35.00 -125.86 -17.43 0 -2,182.75 0.00 2,182.75 5,077.59 2,538.80 10,966.5 5,444.23 2.89 -0.8 0.426 40.00 -122.96 -17.44 0 -2,095.60 0.00 2,095.60 5,019.24 2,509.62 10,649.3 5,286.79 3.79 -0.92 0.421 44.75 -120.24 -17.42 0 -2,012.77 0.00 2,012.77 4,962.80 2,481.40 10,350.0 5,138.22 4.76 -1.03 0.416 45.00 -120.02 -17.44 0 -2,008.41 0.00 2,008.41 4,959.80 2,479.90 10,334.4 5,130.43 4.81 -1.04 0.416 50.00 -115.93 -17.39 0 -1,921.22 0.00 1,921.22 4,899.28 2,449.64 10,021.7 4,975.22 5.97 -1.16 0.410 52.00 -114.30 -17.37 0 -1,886.45 0.00 1,886.45 3,993.52 1,996.76 8,253.33 4,097.30 6.47 -1.21 0.489 55.00 -112.71 -17.38 0 -1,834.34 0.00 1,834.34 3,967.27 1,983.64 8,108.44 4,025.37 7.26 -1.29 0.484 60.00 -110.09 -17.37 0 -1,747.44 0.00 1,747.44 3,922.65 1,961.33 7,867.89 3,905.95 8.68 -1.43 0.476 65.00 -107.50 -17.35 0 -1,660.59 0.00 1,660.59 3,876.95 1,938.48 7,628.60 3,787.16 10.25 -1.57 0.466 70.00 -104.96 -17.32 0 -1,573.82 0.00 1,573.82 3,830.17 1,915.08 7,390.71 3,669.06 11.97 -1.71 0.456 74.08 -102.91 -17.28 0 -1,503.09 0.00 1,503.09 3,791.16 1,895.58 7,197.55 3,573.17 13.48 -1.82 0.448 75.00 -101.42 -17.16 0 -1,487.25 0.00 1,487.25 3,782.30 1,891.15 7,154.33 3,551.71 13.83 -1.85 0.446 75.50 -101.04 -17.16 0 -1,478.67 0.00 1,478.67 3,777.46 1,888.73 7,130.78 3,540.02 14.03 -1.87 0.445 80.00 -97.88 -17.07 0 -1,401.46 0.00 1,401.46 3,733.35 1,866.68 6,919.59 3,435.18 15.85 -1.99 0.434 80.75 -97.34 -17.06 0 -1,388.66 0.00 1,388.66 3,340.02 1,670.01 6,275.61 3,115.48 16.16 -2.01 0.475 85.00 -95.31 -17.01 0 -1,316.15 0.00 1,316.15 3,305.40 1,652.70 6,103.59 3,030.08 18.01 -2.13 0.463 90.00 -92.95 -16.95 0 -1,231.10 0.00 1,231.10 3,263.68 1,631.84 5,902.28 2,930.14 20.32 -2.28 0.449 95.00 -90.64 -16.87 0 -1,146.37 0.00 1,146.37 3,220.87 1,610.43 5,702.22 2,830.82 22.79 -2.43 0.433 100.00 -88.36 -16.78 0 -1,062.04 0.00 1,062.04 3,176.98 1,588.49 5,503.55 2,732.19 25.4 -2.57 0.417 103.92 -86.60 -16.70 0 -996.33 0.00 996.33 3,141.84 1,570.92 5,348.97 2,655.45 27.56 -2.68 0.403 105.00 -85.94 -16.67 0 -978.24 0.00 978.24 3,132.00 1,566.00 5,306.39 2,634.31 28.17 -2.71 0.399 108.00 -75.41 -15.20 0 -928.23 0.00 928.23 3,104.50 1,552.25 5,188.87 2,575.97 29.9 -2.8 0.385 110.00 -74.22 -15.13 0 -897.82 0.00 897.82 2,355.43 1,177.72 3,968.27 1,970.02 31.09 -2.85 0.487 114.00 -72.23 -14.93 0 -837.23 0.00 837.23 2,332.08 1,166.04 3,857.90 1,915.22 33.52 -2.96 0.468 115.00 -71.83 -14.91 0 -822.30 0.00 822.30 2,326.14 1,163.07 3,830.35 1,901.55 34.15 -3 0.463 116.00 -71.04 -14.78 0 -807.40 0.00 807.40 2,320.15 1,160.07 3,802.82 1,887.88 34.78 -3.03 0.458 119.70 -69.45 -14.66 0 -752.66 0.00 752.66 2,297.61 1,148.81 3,701.15 1,837.40 37.17 -3.14 0.440 120.00 -68.42 -14.38 0 -747.84 0.00 747.84 2,295.76 1,147.88 3,692.92 1,833.32 37.37 -3.15 0.438 125.00 -66.47 -14.24 0 -675.94 0.00 675.94 2,264.30 1,132.15 3,556.09 1,765.39 40.75 -3.31 0.412 130.00 -64.55 -14.09 0 -604.73 0.00 604.73 2,231.76 1,115.88 3,420.01 1,697.84 44.29 -3.45 0.385 135.00 -62.08 -13.71 0 -533.56 0.00 533.56 2,198.13 1,099.07 3,284.78 1,630.71 47.98 -3.59 0.356 140.00 -60.28 -13.55 0 -465.01 0.00 465.01 2,163.43 1,081.71 3,150.54 1,564.06 51.81 -3.72 0.325 142.00 -53.79 -12.25 0 -437.91 0.00 437.91 2,149.24 1,074.62 3,097.15 1,537.56 53.38 -3.77 0.310 145.00 -49.06 -11.33 0 -401.17 0.00 401.17 2,127.63 1,063.82 3,017.41 1,497.97 55.77 -3.85 0.291 148.30 -47.90 -11.16 0 -363.80 0.00 363.80 2,103.42 1,051.71 2,930.21 1,454.68 58.46 -3.93 0.273 150.00 -47.33 -11.09 0 -344.82 0.00 344.82 2,090.76 1,045.38 2,885.51 1,432.49 59.86 -3.97 0.263 151.75 -46.75 -11.00 0 -325.41 0.00 325.41 2,077.60 1,038.80 2,839.65 1,409.72 61.32 -4.01 0.253 155.00 -45.28 -10.81 0 -289.66 0.00 289.66 2,052.80 1,026.40 2,754.96 1,367.68 64.07 -4.07 0.234 156.83 -44.51 -10.72 0 -269.83 0.00 269.83 1,448.51 724.25 1,957.58 971.83 65.64 -4.11 0.309 159.00 -42.29 -10.10 0 -246.62 0.00 246.62 1,439.22 719.61 1,921.28 953.81 67.52 -4.15 0.288 159.80 -41.90 -9.97 0 -238.53 0.00 238.53 1,435.74 717.87 1,907.89 947.16 68.21 -4.17 0.281 160.00 -41.84 -9.91 0 -236.54 0.00 236.54 1,434.86 717.43 1,904.54 945.50 68.39 -4.18 0.280 165.00 -40.40 -9.69 0 -186.98 0.00 186.98 1,412.44 706.22 1,821.00 904.02 72.81 -4.28 0.236 170.00 -39.00 -9.46 0 -138.54 0.00 138.54 1,388.93 694.47 1,737.81 862.72 77.34 -4.37 0.189 175.00 -23.21 -6.16 0 -90.99 0.00 90.99 1,364.34 682.17 1,655.09 821.66 81.95 -4.43 0.128 180.00 -22.04 -5.91 0 -60.19 0.00 60.19 1,338.67 669.34 1,572.97 780.89 86.61 -4.48 0.094 185.00 -20.90 -5.72 0 -30.65 0.00 30.65 1,311.91 655.96 1,491.58 740.48 91.32 -4.51 0.057 186.00 -16.94 -4.79 0 -24.93 0.00 24.93 1,306.43 653.22 1,475.40 732.45 92.26 -4.52 0.047 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 187.00 -10.85 -2.53 0 -20.14 0.00 20.14 1,300.91 650.45 1,459.26 724.44 93.21 -4.52 0.036 190.00 -10.20 -2.43 0 -12.54 0.00 12.54 1,284.08 642.04 1,411.04 700.50 96.05 -4.53 0.026 190.30 -9.53 -2.30 0 -11.81 0.00 11.81 1,282.37 641.19 1,406.24 698.11 96.33 -4.53 0.024 190.50 -9.40 -2.22 0 -11.35 0.00 11.35 1,281.23 640.62 1,403.04 696.53 96.52 -4.53 0.024 193.60 -7.96 -1.94 0 -4.46 0.00 4.46 1,263.36 631.68 1,353.64 672.00 99.46 -4.53 0.013 194.00 -4.14 -1.02 0 -3.68 0.00 3.68 1,261.03 630.51 1,347.30 668.86 99.84 -4.53 0.009 195.00 -3.93 -0.95 0 -2.67 0.00 2.67 1,255.15 627.58 1,331.47 661.00 100.79 -4.53 0.007 197.00 -2.34 -0.57 0 -0.77 0.00 0.77 1,243.28 621.64 1,299.94 645.34 102.69 -4.54 0.003 197.20 -1.34 -0.31 0 -0.65 0.00 0.65 1,242.09 621.04 1,296.79 643.78 102.88 -4.54 0.002 197.80 -0.53 -0.14 0 -0.47 0.00 0.47 1,238.49 619.24 1,287.38 639.11 103.45 -4.54 0.001 198.92 0.00 -0.10 0 -0.31 0.00 0.31 1,231.72 615.86 1,269.84 630.40 104.51 -4.54 0.000 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 30 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -62.10 -10.73 0 -1,470.93 0.00 1,470.93 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.235 5.00 -60.63 -10.66 0 -1,417.27 0.00 1,417.27 5,404.98 2,702.49 12,908.3 6,408.27 0.03 -0.06 0.232 10.00 -58.97 -10.58 0 -1,363.98 0.00 1,363.98 5,353.12 2,676.56 12,580.7 6,245.59 0.12 -0.12 0.229 15.00 -57.34 -10.50 0 -1,311.08 0.00 1,311.08 5,300.18 2,650.09 12,254.4 6,083.64 0.27 -0.17 0.226 20.00 -55.73 -10.42 0 -1,258.57 0.00 1,258.57 5,246.16 2,623.08 11,929.8 5,922.47 0.49 -0.23 0.223 25.00 -54.14 -10.32 0 -1,206.49 0.00 1,206.49 5,191.05 2,595.53 11,606.8 5,762.13 0.76 -0.29 0.220 30.00 -52.57 -10.23 0 -1,154.87 0.00 1,154.87 5,134.87 2,567.43 11,285.7 5,602.70 1.1 -0.35 0.216 35.00 -51.03 -10.12 0 -1,103.74 0.00 1,103.74 5,077.59 2,538.80 10,966.5 5,444.23 1.5 -0.41 0.213 40.00 -49.50 -10.02 0 -1,053.13 0.00 1,053.13 5,019.24 2,509.62 10,649.3 5,286.79 1.97 -0.47 0.209 44.75 -48.08 -9.96 0 -1,005.55 0.00 1,005.55 4,962.80 2,481.40 10,350.0 5,138.22 2.47 -0.53 0.205 45.00 -47.95 -9.90 0 -1,003.06 0.00 1,003.06 4,959.80 2,479.90 10,334.4 5,130.43 2.5 -0.53 0.205 50.00 -45.44 -9.80 0 -953.56 0.00 953.56 4,899.28 2,449.64 10,021.7 4,975.22 3.09 -0.6 0.201 52.00 -44.44 -9.74 0 -933.95 0.00 933.95 3,993.52 1,996.76 8,253.33 4,097.30 3.34 -0.62 0.239 55.00 -43.65 -9.65 0 -904.73 0.00 904.73 3,967.27 1,983.64 8,108.44 4,025.37 3.74 -0.66 0.236 60.00 -42.37 -9.53 0 -856.48 0.00 856.48 3,922.65 1,961.33 7,867.89 3,905.95 4.47 -0.73 0.230 65.00 -41.09 -9.41 0 -808.81 0.00 808.81 3,876.95 1,938.48 7,628.60 3,787.16 5.27 -0.79 0.224 70.00 -39.84 -9.30 0 -761.75 0.00 761.75 3,830.17 1,915.08 7,390.71 3,669.06 6.14 -0.86 0.218 74.08 -38.84 -9.23 0 -723.77 0.00 723.77 3,791.16 1,895.58 7,197.55 3,573.17 6.9 -0.92 0.213 75.00 -38.25 -9.17 0 -715.31 0.00 715.31 3,782.30 1,891.15 7,154.33 3,551.71 7.08 -0.93 0.212 75.50 -38.04 -9.11 0 -710.72 0.00 710.72 3,777.46 1,888.73 7,130.78 3,540.02 7.17 -0.94 0.211 80.00 -36.18 -9.02 0 -669.72 0.00 669.72 3,733.35 1,866.68 6,919.59 3,435.18 8.09 -1 0.205 80.75 -35.87 -8.96 0 -662.95 0.00 662.95 3,340.02 1,670.01 6,275.61 3,115.48 8.24 -1.01 0.224 85.00 -34.91 -8.85 0 -624.85 0.00 624.85 3,305.40 1,652.70 6,103.59 3,030.08 9.17 -1.07 0.217 90.00 -33.79 -8.71 0 -580.63 0.00 580.63 3,263.68 1,631.84 5,902.28 2,930.14 10.32 -1.14 0.209 95.00 -32.70 -8.58 0 -537.06 0.00 537.06 3,220.87 1,610.43 5,702.22 2,830.82 11.55 -1.2 0.200 100.00 -31.62 -8.46 0 -494.15 0.00 494.15 3,176.98 1,588.49 5,503.55 2,732.19 12.85 -1.27 0.191 103.92 -30.79 -8.39 0 -461.01 0.00 461.01 3,141.84 1,570.92 5,348.97 2,655.45 13.91 -1.32 0.183 105.00 -30.42 -8.33 0 -451.93 0.00 451.93 3,132.00 1,566.00 5,306.39 2,634.31 14.21 -1.34 0.181 108.00 -26.29 -7.62 0 -426.93 0.00 426.93 3,104.50 1,552.25 5,188.87 2,575.97 15.07 -1.38 0.174 110.00 -25.63 -7.53 0 -411.70 0.00 411.70 2,355.43 1,177.72 3,968.27 1,970.02 15.65 -1.4 0.220 114.00 -24.80 -7.39 0 -381.51 0.00 381.51 2,332.08 1,166.04 3,857.90 1,915.22 16.85 -1.45 0.210 115.00 -24.62 -7.36 0 -374.12 0.00 374.12 2,326.14 1,163.07 3,830.35 1,901.55 17.15 -1.47 0.207 116.00 -24.33 -7.24 0 -366.75 0.00 366.75 2,320.15 1,160.07 3,802.82 1,887.88 17.46 -1.48 0.205 119.70 -23.65 -7.16 0 -339.93 0.00 339.93 2,297.61 1,148.81 3,701.15 1,837.40 18.63 -1.53 0.195 120.00 -23.40 -6.90 0 -337.38 0.00 337.38 2,295.76 1,147.88 3,692.92 1,833.32 18.73 -1.54 0.194 125.00 -22.54 -6.76 0 -302.91 0.00 302.91 2,264.30 1,132.15 3,556.09 1,765.39 20.38 -1.61 0.182 130.00 -21.70 -6.62 0 -269.12 0.00 269.12 2,231.76 1,115.88 3,420.01 1,697.84 22.09 -1.67 0.168 135.00 -20.79 -6.36 0 -235.53 0.00 235.53 2,198.13 1,099.07 3,284.78 1,630.71 23.88 -1.73 0.154 140.00 -20.00 -6.26 0 -203.73 0.00 203.73 2,163.43 1,081.71 3,150.54 1,564.06 25.73 -1.79 0.140 142.00 -18.57 -5.50 0 -191.21 0.00 191.21 2,149.24 1,074.62 3,097.15 1,537.56 26.48 -1.81 0.133 145.00 -16.27 -5.10 0 -174.72 0.00 174.72 2,127.63 1,063.82 3,017.41 1,497.97 27.63 -1.85 0.124 148.30 -15.79 -5.01 0 -157.91 0.00 157.91 2,103.42 1,051.71 2,930.21 1,454.68 28.92 -1.88 0.116 150.00 -15.56 -4.96 0 -149.39 0.00 149.39 2,090.76 1,045.38 2,885.51 1,432.49 29.59 -1.9 0.112 151.75 -15.32 -4.90 0 -140.71 0.00 140.71 2,077.60 1,038.80 2,839.65 1,409.72 30.29 -1.92 0.107 155.00 -14.60 -4.80 0 -124.79 0.00 124.79 2,052.80 1,026.40 2,754.96 1,367.68 31.61 -1.94 0.098 156.83 -14.21 -4.74 0 -115.99 0.00 115.99 1,448.51 724.25 1,957.58 971.83 32.36 -1.96 0.129 159.00 -13.52 -4.40 0 -105.73 0.00 105.73 1,439.22 719.61 1,921.28 953.81 33.25 -1.98 0.120 159.80 -13.40 -4.35 0 -102.21 0.00 102.21 1,435.74 717.87 1,907.89 947.16 33.58 -1.99 0.117 160.00 -13.38 -4.29 0 -101.34 0.00 101.34 1,434.86 717.43 1,904.54 945.50 33.67 -1.99 0.117 165.00 -12.83 -4.16 0 -79.88 0.00 79.88 1,412.44 706.22 1,821.00 904.02 35.77 -2.03 0.097 170.00 -12.29 -4.03 0 -59.09 0.00 59.09 1,388.93 694.47 1,737.81 862.72 37.92 -2.07 0.077 175.00 -7.48 -2.55 0 -38.76 0.00 38.76 1,364.34 682.17 1,655.09 821.66 40.11 -2.1 0.053 180.00 -7.10 -2.43 0 -26.00 0.00 26.00 1,338.67 669.34 1,572.97 780.89 42.32 -2.12 0.039 185.00 -6.73 -2.35 0 -13.87 0.00 13.87 1,311.91 655.96 1,491.58 740.48 44.54 -2.13 0.024 186.00 -4.79 -1.98 0 -11.53 0.00 11.53 1,306.43 653.22 1,475.40 732.45 44.99 -2.13 0.019 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 187.00 -3.55 -1.16 0 -9.54 0.00 9.54 1,300.91 650.45 1,459.26 724.44 45.44 -2.14 0.016 190.00 -3.35 -1.12 0 -6.06 0.00 6.06 1,284.08 642.04 1,411.04 700.50 46.78 -2.14 0.011 190.30 -3.17 -1.06 0 -5.72 0.00 5.72 1,282.37 641.19 1,406.24 698.11 46.92 -2.14 0.011 190.50 -3.14 -1.02 0 -5.51 0.00 5.51 1,281.23 640.62 1,403.04 696.53 47.01 -2.14 0.010 193.60 -2.73 -0.88 0 -2.34 0.00 2.34 1,263.36 631.68 1,353.64 672.00 48.4 -2.14 0.006 194.00 -0.84 -0.53 0 -1.99 0.00 1.99 1,261.03 630.51 1,347.30 668.86 48.58 -2.14 0.004 195.00 -0.78 -0.49 0 -1.46 0.00 1.46 1,255.15 627.58 1,331.47 661.00 49.02 -2.14 0.003 197.00 -0.48 -0.29 0 -0.48 0.00 0.48 1,243.28 621.64 1,299.94 645.34 49.92 -2.14 0.001 197.20 -0.32 -0.15 0 -0.42 0.00 0.42 1,242.09 621.04 1,296.79 643.78 50.01 -2.14 0.001 197.80 -0.10 -0.08 0 -0.33 0.00 0.33 1,238.49 619.24 1,287.38 639.11 50.28 -2.14 0.001 198.92 0.00 -0.07 0 -0.24 0.00 0.24 1,231.72 615.86 1,269.84 630.40 50.78 -2.14 0.000 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_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 (S1):0.066 Long-Period Transition Period (TL – Seconds):6 Importance Factor (Ie):1.000 Site Coefficient Fa:1.600 Site Coefficient Fv: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 (Sd1):0.106 Seismic Response Coefficient (Cs):0.030 Upper Limit CS:0.030 Lower Limit CS:0.030 Period based on Rayleigh Method (sec):3.480 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):2.000 Total Unfactored Dead Load:62.100 k Seismic Base Shear (E):1.860 k SEISMIC FORCES (1.2 + 0.2Sds) * DL + E ELFM Seismic Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 65 198.36 67 2,629 0.003 6 83 64 197.5 36 1,405 0.002 3 45 63 197.1 12 468 0.001 1 15 62 196 129 4,970 0.006 11 160 61 194.5 65 2,472 0.003 5 81 60 193.8 26 986 0.001 2 32 59 192.05 206 7,593 0.009 17 254 58 190.4 13 487 0.001 1 17 57 190.15 20 729 0.001 2 25 56 188.5 204 7,243 0.009 16 252 55 186.5 73 2,526 0.003 6 90 54 185.5 73 2,514 0.003 6 90 53 182.5 372 12,383 0.015 27 460 52 177.5 383 12,056 0.014 27 473 51 172.5 508 15,113 0.018 33 628 50 167.5 541 15,192 0.018 34 669 49 162.5 552 14,586 0.017 32 683 48 159.9 22 571 0.001 1 28 47 159.4 90 2,290 0.003 5 111 46 157.9167 246 6,137 0.007 14 304 45 155.9167 391 9,507 0.011 21 483 44 153.375 702 16,512 0.020 36 868 43 150.875 242 5,506 0.006 12 299 42 149.15 237 5,263 0.006 12 292 41 146.65 465 9,997 0.012 22 575 40 143.5 431 8,880 0.010 20 533 39 141 312 6,199 0.007 14 385 38 137.5 789 14,922 0.018 33 976 37 132.5 828 14,533 0.017 32 1,023 36 127.5 842 13,684 0.016 30 1,041 35 122.5 856 12,842 0.015 28 1,058 34 119.85 52 745 0.001 2 64 33 117.85 643 8,936 0.011 20 795 32 115.5 175 2,338 0.003 5 217 31 114.5 176 2,306 0.003 5 217 30 112 709 8,898 0.010 20 877 29 109 659 7,831 0.009 17 815 28 106.5 1,005 11,399 0.014 25 1,242 27 104.4584 366 3,990 0.005 9 452 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 26 101.9584 829 8,616 0.010 19 1,025 25 97.5 1,073 10,203 0.012 23 1,327 24 92.5 1,090 9,330 0.011 21 1,348 23 87.5 1,107 8,479 0.010 19 1,369 22 82.875 955 6,558 0.008 14 1,180 21 80.375 307 1,982 0.002 4 379 20 77.75 1,857 11,227 0.013 25 2,296 19 75.25 208 1,179 0.001 3 257 18 74.5417 383 2,126 0.002 5 473 17 72.0417 1,001 5,197 0.006 11 1,238 16 67.5 1,243 5,664 0.007 13 1,537 15 62.5 1,262 4,929 0.006 11 1,560 14 57.5 1,280 4,233 0.005 9 1,583 13 53.5 777 2,224 0.003 5 961 12 51 991 2,578 0.003 6 1,225 11 47.5 2,506 5,655 0.007 12 3,099 10 44.875 126 255 0.000 1 156 9 42.375 1,419 2,547 0.003 6 1,754 8 37.5 1,514 2,130 0.002 5 1,872 7 32.5 1,536 1,623 0.002 4 1,899 6 27.5 1,558 1,178 0.001 3 1,926 5 22.5 1,580 800 0.001 2 1,953 4 17.5 1,601 490 0.001 1 1,980 3 12.5 1,623 254 0.000 1 2,007 2 7.5 1,645 93 0.000 0 2,033 1 2.5 1,458 9 0.000 0 1,803 Alcatel-Lucent MPR e 198.92 13 514 0.001 1 16 RFS SB2-107AMPT 198.92 26 1,049 0.001 2 33 Alcatel-Lucent 1900MHz RRH (65MHz)197.8 180 7,042 0.008 16 223 RFS APXVTM14-C-I20 197.2 159 6,172 0.007 14 196 RFS APXVSPP18-C-A20 197 171 6,636 0.008 15 211 Generic Round Low Profile Platform 194 1,875 70,568 0.084 156 2,318 Generic Round Low Profile Platform 186 1,875 64,868 0.077 143 2,318 Generic Round Low Profile Platform 145 1,875 39,422 0.047 87 2,318 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 193.6 210 7,871 0.009 17 260 Alcatel-Lucent ALU 800MHz External Notch Filter 190.5 18 639 0.001 1 22 Alcatel-Lucent 800 MHz RRH 190.3 159 5,758 0.007 13 197 Ericsson 4460 BAND 2/25 187 327 11,435 0.014 25 404 Ericsson 4480 BAND 71 187 243 8,497 0.010 19 300 Ericsson AIR 6419 B41 187 206 7,186 0.008 16 254 RFS APXVLL19P_43-C-A20 187 123 4,291 0.005 9 152 Ericsson 840590966 187 304 10,638 0.013 23 376 Kathrein Scala 860 10025 175 7 220 0.000 0 9 Powerwave Allgon TT19-08BP111-001 175 96 2,940 0.004 6 119 Raycap DC6-48-60-18-8F ("Squid")175 38 1,158 0.001 3 47 Ericsson RRUS 8843 B2, B66A 175 216 6,615 0.008 15 267 Ericsson RRUS 4449 B5, B12 175 213 6,523 0.008 14 263 Generic Mount Reinforcement 175 600 18,375 0.022 41 742 Kathrein Scala 800 10122 175 178 5,467 0.006 12 221 CCI HPA65R-BU8A 175 162 4,961 0.006 11 200 Kathrein Scala 80010966 175 344 10,529 0.012 23 425 Generic Round Platform with Handrails 175 2,500 76,562 0.091 169 3,091 Generic Round Platform with Handrails 108 2,500 29,160 0.035 64 3,091 RFI Antennas CC807-08 159.8 24 621 0.001 1 30 Generic Flat Stand-Off 159 375 9,480 0.011 21 464 dbSpectra DS7C14PPTU 159 80 2,022 0.002 4 99 TX RX Systems 432F-83W-01-C-110/110R/48/48R 155 18 432 0.000 1 22 Generic 5' Omni 148.3 10 220 0.000 0 12 Samsung RT4401-48A 142 56 1,125 0.001 2 69 Samsung XXDWMM-12.5-65-8T-CBRS 142 69 1,397 0.002 3 86 Samsung RF4440d-13A 142 211 4,253 0.005 9 261 Samsung RF4439d-25A 142 224 4,519 0.005 10 277 Raycap RVZDC-6627-PF-48 142 32 645 0.001 1 40 Samsung MT6407-77A 142 245 4,936 0.006 11 303 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 Commscope NHH-65C-R2B 142 310 6,243 0.007 14 383 RFS APXV18-206517 135 79 1,443 0.002 3 98 Generic Radio/ODU 120 30 432 0.000 1 37 Generic Radio/ODU 119.7 30 430 0.000 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 5 210 Generic 2' HP Dish 116 90 1,211 0.001 3 111 Generic 2' HP Dish 114 90 1,170 0.001 3 111 Commscope RDIDC-9181-PF-48 108 22 255 0.000 1 27 Fujitsu TA08025-B605 108 225 2,624 0.003 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 PCTEL GPS-TMG-HR-26N 75.5 1 3 0.000 0 1 Stand-Off 75 200 1,125 0.001 2 247 Totals:62,103 843,612 1.000 1,863 76,776 SEISMIC FORCES (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 65 198.36 67 2,629 0.003 6 58 64 197.5 36 1,405 0.002 3 31 63 197.1 12 468 0.001 1 10 62 196 129 4,970 0.006 11 112 61 194.5 65 2,472 0.003 5 56 60 193.8 26 986 0.001 2 23 59 192.05 206 7,593 0.009 17 178 58 190.4 13 487 0.001 1 12 57 190.15 20 729 0.001 2 17 56 188.5 204 7,243 0.009 16 176 55 186.5 73 2,526 0.003 6 63 54 185.5 73 2,514 0.003 6 63 53 182.5 372 12,383 0.015 27 321 52 177.5 383 12,056 0.014 27 331 51 172.5 508 15,113 0.018 33 439 50 167.5 541 15,192 0.018 34 468 49 162.5 552 14,586 0.017 32 477 48 159.9 22 571 0.001 1 19 47 159.4 90 2,290 0.003 5 78 46 157.9167 246 6,137 0.007 14 213 45 155.9167 391 9,507 0.011 21 338 44 153.375 702 16,512 0.020 36 606 43 150.875 242 5,506 0.006 12 209 42 149.15 237 5,263 0.006 12 204 41 146.65 465 9,997 0.012 22 402 40 143.5 431 8,880 0.010 20 372 39 141 312 6,199 0.007 14 269 38 137.5 789 14,922 0.018 33 682 37 132.5 828 14,533 0.017 32 715 36 127.5 842 13,684 0.016 30 727 35 122.5 856 12,842 0.015 28 739 34 119.85 52 745 0.001 2 45 33 117.85 643 8,936 0.011 20 556 32 115.5 175 2,338 0.003 5 151 31 114.5 176 2,306 0.003 5 152 30 112 709 8,898 0.010 20 613 29 109 659 7,831 0.009 17 569 28 106.5 1,005 11,399 0.014 25 868 27 104.4584 366 3,990 0.005 9 316 26 101.9584 829 8,616 0.010 19 716 25 97.5 1,073 10,203 0.012 23 927 24 92.5 1,090 9,330 0.011 21 942 23 87.5 1,107 8,479 0.010 19 957 22 82.875 955 6,558 0.008 14 825 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 21 80.375 307 1,982 0.002 4 265 20 77.75 1,857 11,227 0.013 25 1,604 19 75.25 208 1,179 0.001 3 180 18 74.5417 383 2,126 0.002 5 331 17 72.0417 1,001 5,197 0.006 11 865 16 67.5 1,243 5,664 0.007 13 1,074 15 62.5 1,262 4,929 0.006 11 1,090 14 57.5 1,280 4,233 0.005 9 1,106 13 53.5 777 2,224 0.003 5 671 12 51 991 2,578 0.003 6 856 11 47.5 2,506 5,655 0.007 12 2,165 10 44.875 126 255 0.000 1 109 9 42.375 1,419 2,547 0.003 6 1,225 8 37.5 1,514 2,130 0.002 5 1,308 7 32.5 1,536 1,623 0.002 4 1,327 6 27.5 1,558 1,178 0.001 3 1,346 5 22.5 1,580 800 0.001 2 1,364 4 17.5 1,601 490 0.001 1 1,383 3 12.5 1,623 254 0.000 1 1,402 2 7.5 1,645 93 0.000 0 1,421 1 2.5 1,458 9 0.000 0 1,259 Alcatel-Lucent MPR e 198.92 13 514 0.001 1 11 RFS SB2-107AMPT 198.92 26 1,049 0.001 2 23 Alcatel-Lucent 1900MHz RRH (65MHz)197.8 180 7,042 0.008 16 155 RFS APXVTM14-C-I20 197.2 159 6,172 0.007 14 137 RFS APXVSPP18-C-A20 197 171 6,636 0.008 15 148 Generic Round Low Profile Platform 194 1,875 70,568 0.084 156 1,620 Generic Round Low Profile Platform 186 1,875 64,868 0.077 143 1,620 Generic Round Low Profile Platform 145 1,875 39,422 0.047 87 1,620 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 193.6 210 7,871 0.009 17 181 Alcatel-Lucent ALU 800MHz External Notch Filter 190.5 18 639 0.001 1 15 Alcatel-Lucent 800 MHz RRH 190.3 159 5,758 0.007 13 137 Ericsson 4460 BAND 2/25 187 327 11,435 0.014 25 282 Ericsson 4480 BAND 71 187 243 8,497 0.010 19 210 Ericsson AIR 6419 B41 187 206 7,186 0.008 16 177 RFS APXVLL19P_43-C-A20 187 123 4,291 0.005 9 106 Ericsson 840590966 187 304 10,638 0.013 23 263 Kathrein Scala 860 10025 175 7 220 0.000 0 6 Powerwave Allgon TT19-08BP111-001 175 96 2,940 0.004 6 83 Raycap DC6-48-60-18-8F ("Squid")175 38 1,158 0.001 3 33 Ericsson RRUS 8843 B2, B66A 175 216 6,615 0.008 15 187 Ericsson RRUS 4449 B5, B12 175 213 6,523 0.008 14 184 Generic Mount Reinforcement 175 600 18,375 0.022 41 518 Kathrein Scala 800 10122 175 178 5,467 0.006 12 154 CCI HPA65R-BU8A 175 162 4,961 0.006 11 140 Kathrein Scala 80010966 175 344 10,529 0.012 23 297 Generic Round Platform with Handrails 175 2,500 76,562 0.091 169 2,159 Generic Round Platform with Handrails 108 2,500 29,160 0.035 64 2,159 RFI Antennas CC807-08 159.8 24 621 0.001 1 21 Generic Flat Stand-Off 159 375 9,480 0.011 21 324 dbSpectra DS7C14PPTU 159 80 2,022 0.002 4 69 TX RX Systems 432F-83W-01-C-110/110R/48/48R 155 18 432 0.000 1 16 Generic 5' Omni 148.3 10 220 0.000 0 9 Samsung RT4401-48A 142 56 1,125 0.001 2 48 Samsung XXDWMM-12.5-65-8T-CBRS 142 69 1,397 0.002 3 60 Samsung RF4440d-13A 142 211 4,253 0.005 9 182 Samsung RF4439d-25A 142 224 4,519 0.005 10 194 Raycap RVZDC-6627-PF-48 142 32 645 0.001 1 28 Samsung MT6407-77A 142 245 4,936 0.006 11 211 Commscope NHH-65C-R2B 142 310 6,243 0.007 14 267 RFS APXV18-206517 135 79 1,443 0.002 3 68 Generic Radio/ODU 120 30 432 0.000 1 26 Generic Radio/ODU 119.7 30 430 0.000 1 26 Generic Radio/ODU 116 30 404 0.000 1 26 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 Generic Radio/ODU 114 30 390 0.000 1 26 Generic 4' HP Dish 120 170 2,448 0.003 5 147 Generic 2' HP Dish 116 90 1,211 0.001 3 78 Generic 2' HP Dish 114 90 1,170 0.001 3 78 Commscope RDIDC-9181-PF-48 108 22 255 0.000 1 19 Fujitsu TA08025-B605 108 225 2,624 0.003 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 PCTEL GPS-TMG-HR-26N 75.5 1 3 0.000 0 1 Stand-Off 75 200 1,125 0.001 2 173 Totals:62,103 843,612 1.000 1,863 53,641 (1.2 + 0.2Sds) * DL + E EMAM Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -74.97 -2.14 0.00 -323.44 0.00 323.44 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -72.94 -2.13 0.00 -312.73 0.00 312.73 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -70.93 -2.10 0.00 -302.10 0.00 302.10 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.03 0.06 15.00 -68.95 -2.07 0.00 -291.60 0.00 291.60 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 20.00 -67.00 -2.03 0.00 -281.27 0.00 281.27 5,246.16 2,623.08 11,930 5,922.47 0.11 -0.05 0.06 25.00 -65.07 -1.99 0.00 -271.11 0.00 271.11 5,191.05 2,595.53 11,607 5,762.13 0.17 -0.06 0.06 30.00 -63.17 -1.96 0.00 -261.13 0.00 261.13 5,134.87 2,567.43 11,286 5,602.70 0.24 -0.08 0.06 35.00 -61.30 -1.92 0.00 -251.35 0.00 251.35 5,077.59 2,538.80 10,966 5,444.23 0.33 -0.09 0.06 40.00 -59.55 -1.88 0.00 -241.77 0.00 241.77 5,019.24 2,509.62 10,649 5,286.79 0.44 -0.11 0.06 44.75 -59.39 -1.88 0.00 -232.84 0.00 232.84 4,962.80 2,481.40 10,350 5,138.22 0.55 -0.12 0.06 45.00 -56.29 -1.79 0.00 -232.37 0.00 232.37 4,959.80 2,479.90 10,334 5,130.43 0.56 -0.12 0.06 50.00 -55.07 -1.77 0.00 -223.40 0.00 223.40 4,899.28 2,449.64 10,022 4,975.22 0.69 -0.13 0.06 52.00 -54.11 -1.74 0.00 -219.87 0.00 219.87 3,993.52 1,996.76 8,253 4,097.30 0.75 -0.14 0.07 55.00 -52.52 -1.70 0.00 -214.64 0.00 214.64 3,967.27 1,983.64 8,108 4,025.37 0.84 -0.15 0.07 60.00 -50.96 -1.67 0.00 -206.12 0.00 206.12 3,922.65 1,961.33 7,868 3,905.95 1.00 -0.17 0.07 65.00 -49.42 -1.63 0.00 -197.78 0.00 197.78 3,876.95 1,938.48 7,629 3,787.16 1.18 -0.18 0.07 70.00 -48.19 -1.61 0.00 -189.62 0.00 189.62 3,830.17 1,915.08 7,391 3,669.06 1.38 -0.20 0.06 74.08 -47.71 -1.60 0.00 -183.06 0.00 183.06 3,791.16 1,895.58 7,198 3,573.17 1.56 -0.21 0.06 75.00 -47.21 -1.58 0.00 -181.59 0.00 181.59 3,782.30 1,891.15 7,154 3,551.71 1.60 -0.22 0.06 75.50 -44.91 -1.52 0.00 -180.80 0.00 180.80 3,777.46 1,888.73 7,131 3,540.02 1.62 -0.22 0.06 80.00 -44.53 -1.52 0.00 -173.96 0.00 173.96 3,733.35 1,866.68 6,920 3,435.18 1.84 -0.23 0.06 80.75 -43.35 -1.49 0.00 -172.82 0.00 172.82 3,340.02 1,670.01 6,276 3,115.48 1.87 -0.24 0.07 85.00 -41.98 -1.47 0.00 -166.49 0.00 166.49 3,305.40 1,652.70 6,104 3,030.08 2.09 -0.25 0.07 90.00 -40.63 -1.46 0.00 -159.14 0.00 159.14 3,263.68 1,631.84 5,902 2,930.14 2.36 -0.27 0.07 95.00 -39.31 -1.46 0.00 -151.86 0.00 151.86 3,220.87 1,610.43 5,702 2,830.82 2.66 -0.29 0.07 100.00 -38.28 -1.46 0.00 -144.58 0.00 144.58 3,176.98 1,588.49 5,504 2,732.19 2.97 -0.31 0.07 103.92 -37.83 -1.47 0.00 -138.86 0.00 138.86 3,141.84 1,570.92 5,349 2,655.45 3.23 -0.32 0.06 105.00 -36.59 -1.48 0.00 -137.27 0.00 137.27 3,132.00 1,566.00 5,306 2,634.31 3.30 -0.33 0.06 108.00 -31.90 -1.51 0.00 -132.84 0.00 132.84 3,104.50 1,552.25 5,189 2,575.97 3.51 -0.34 0.06 110.00 -31.02 -1.52 0.00 -129.82 0.00 129.82 2,355.43 1,177.72 3,968 1,970.02 3.66 -0.35 0.08 114.00 -30.66 -1.53 0.00 -123.73 0.00 123.73 2,332.08 1,166.04 3,858 1,915.22 3.95 -0.36 0.08 115.00 -30.44 -1.54 0.00 -122.20 0.00 122.20 2,326.14 1,163.07 3,830 1,901.55 4.03 -0.37 0.08 116.00 -29.49 -1.56 0.00 -120.66 0.00 120.66 2,320.15 1,160.07 3,803 1,887.88 4.11 -0.37 0.08 119.70 -29.39 -1.57 0.00 -114.88 0.00 114.88 2,297.61 1,148.81 3,701 1,837.40 4.41 -0.39 0.08 120.00 -28.09 -1.60 0.00 -114.41 0.00 114.41 2,295.76 1,147.88 3,693 1,833.32 4.43 -0.39 0.08 125.00 -27.05 -1.64 0.00 -106.39 0.00 106.39 2,264.30 1,132.15 3,556 1,765.39 4.85 -0.42 0.07 130.00 -26.02 -1.67 0.00 -98.20 0.00 98.20 2,231.76 1,115.88 3,420 1,697.84 5.30 -0.44 0.07 135.00 -24.95 -1.70 0.00 -89.84 0.00 89.84 2,198.13 1,099.07 3,285 1,630.71 5.77 -0.46 0.07 140.00 -24.56 -1.72 0.00 -81.33 0.00 81.33 2,163.43 1,081.71 3,151 1,564.06 6.27 -0.49 0.06 142.00 -22.61 -1.75 0.00 -77.89 0.00 77.89 2,149.24 1,074.62 3,097 1,537.56 6.48 -0.49 0.06 145.00 -19.72 -1.78 0.00 -72.65 0.00 72.65 2,127.63 1,063.82 3,017 1,497.97 6.79 -0.51 0.06 148.30 -19.41 -1.79 0.00 -66.76 0.00 66.76 2,103.42 1,051.71 2,930 1,454.68 7.15 -0.52 0.06 150.00 -19.11 -1.79 0.00 -63.72 0.00 63.72 2,090.76 1,045.38 2,886 1,432.49 7.33 -0.53 0.05 151.75 -18.24 -1.79 0.00 -60.59 0.00 60.59 2,077.60 1,038.80 2,840 1,409.72 7.53 -0.54 0.05 155.00 -17.74 -1.79 0.00 -54.77 0.00 54.77 2,052.80 1,026.40 2,755 1,367.68 7.90 -0.55 0.05 156.83 -17.43 -1.79 0.00 -51.49 0.00 51.49 1,448.51 724.25 1,958 971.83 8.11 -0.56 0.07 159.00 -16.76 -1.78 0.00 -47.61 0.00 47.61 1,439.22 719.61 1,921 953.81 8.37 -0.56 0.06 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 159.80 -16.70 -1.78 0.00 -46.19 0.00 46.19 1,435.74 717.87 1,908 947.16 8.46 -0.57 0.06 160.00 -16.02 -1.76 0.00 -45.84 0.00 45.84 1,434.86 717.43 1,905 945.50 8.48 -0.57 0.06 165.00 -15.35 -1.74 0.00 -37.04 0.00 37.04 1,412.44 706.22 1,821 904.02 9.09 -0.59 0.05 170.00 -14.72 -1.70 0.00 -28.36 0.00 28.36 1,388.93 694.47 1,738 862.72 9.72 -0.61 0.04 175.00 -8.87 -1.28 0.00 -19.86 0.00 19.86 1,364.34 682.17 1,655 821.66 10.36 -0.62 0.03 180.00 -8.41 -1.23 0.00 -13.48 0.00 13.48 1,338.67 669.34 1,573 780.89 11.02 -0.63 0.02 185.00 -8.32 -1.22 0.00 -7.33 0.00 7.33 1,311.91 655.96 1,492 740.48 11.68 -0.64 0.02 186.00 -5.91 -0.93 0.00 -6.11 0.00 6.11 1,306.43 653.22 1,475 732.45 11.82 -0.64 0.01 187.00 -4.18 -0.70 0.00 -5.18 0.00 5.18 1,300.91 650.45 1,459 724.44 11.95 -0.64 0.01 190.00 -4.15 -0.70 0.00 -3.08 0.00 3.08 1,284.08 642.04 1,411 700.50 12.35 -0.64 0.01 190.30 -3.94 -0.67 0.00 -2.87 0.00 2.87 1,282.37 641.19 1,406 698.11 12.39 -0.64 0.01 190.50 -3.66 -0.63 0.00 -2.73 0.00 2.73 1,281.23 640.62 1,403 696.53 12.42 -0.64 0.01 193.60 -3.37 -0.58 0.00 -0.79 0.00 0.79 1,263.36 631.68 1,354 672.00 12.84 -0.64 0.00 194.00 -0.98 -0.18 0.00 -0.56 0.00 0.56 1,261.03 630.51 1,347 668.86 12.89 -0.64 0.00 195.00 -0.82 -0.15 0.00 -0.38 0.00 0.38 1,255.15 627.58 1,331 661.00 13.03 -0.64 0.00 197.00 -0.59 -0.11 0.00 -0.07 0.00 0.07 1,243.28 621.64 1,300 645.34 13.30 -0.64 0.00 197.20 -0.35 -0.07 0.00 -0.05 0.00 0.05 1,242.09 621.04 1,297 643.78 13.32 -0.64 0.00 197.80 -0.05 -0.01 0.00 -0.01 0.00 0.01 1,238.49 619.24 1,287 639.11 13.40 -0.64 0.00 198.92 0.00 -0.01 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 13.55 -0.64 0.00 (1.2 + 0.2Sds) * DL + E ELFM Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -74.97 -1.87 0.00 -307.79 0.00 307.79 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -72.94 -1.89 0.00 -298.44 0.00 298.44 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -70.93 -1.90 0.00 -289.02 0.00 289.02 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.02 0.06 15.00 -68.95 -1.91 0.00 -279.52 0.00 279.52 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 20.00 -67.00 -1.92 0.00 -269.96 0.00 269.96 5,246.16 2,623.08 11,930 5,922.47 0.10 -0.05 0.06 25.00 -65.07 -1.93 0.00 -260.34 0.00 260.34 5,191.05 2,595.53 11,607 5,762.13 0.16 -0.06 0.06 30.00 -63.17 -1.94 0.00 -250.67 0.00 250.67 5,134.87 2,567.43 11,286 5,602.70 0.23 -0.08 0.06 35.00 -61.30 -1.95 0.00 -240.96 0.00 240.96 5,077.59 2,538.80 10,966 5,444.23 0.32 -0.09 0.06 40.00 -59.55 -1.95 0.00 -231.21 0.00 231.21 5,019.24 2,509.62 10,649 5,286.79 0.42 -0.10 0.06 44.75 -59.39 -1.96 0.00 -221.93 0.00 221.93 4,962.80 2,481.40 10,350 5,138.22 0.53 -0.11 0.06 45.00 -56.29 -1.95 0.00 -221.44 0.00 221.44 4,959.80 2,479.90 10,334 5,130.43 0.53 -0.11 0.06 50.00 -55.07 -1.95 0.00 -211.69 0.00 211.69 4,899.28 2,449.64 10,022 4,975.22 0.66 -0.13 0.05 52.00 -54.10 -1.95 0.00 -207.80 0.00 207.80 3,993.52 1,996.76 8,253 4,097.30 0.71 -0.13 0.06 55.00 -52.52 -1.95 0.00 -201.95 0.00 201.95 3,967.27 1,983.64 8,108 4,025.37 0.80 -0.14 0.06 60.00 -50.96 -1.95 0.00 -192.21 0.00 192.21 3,922.65 1,961.33 7,868 3,905.95 0.96 -0.16 0.06 65.00 -49.42 -1.94 0.00 -182.49 0.00 182.49 3,876.95 1,938.48 7,629 3,787.16 1.13 -0.17 0.06 70.00 -48.19 -1.94 0.00 -172.78 0.00 172.78 3,830.17 1,915.08 7,391 3,669.06 1.32 -0.19 0.06 74.08 -47.71 -1.94 0.00 -164.86 0.00 164.86 3,791.16 1,895.58 7,198 3,573.17 1.49 -0.20 0.06 75.00 -47.21 -1.93 0.00 -163.09 0.00 163.09 3,782.30 1,891.15 7,154 3,551.71 1.53 -0.20 0.06 75.50 -44.91 -1.91 0.00 -162.12 0.00 162.12 3,777.46 1,888.73 7,131 3,540.02 1.55 -0.21 0.06 80.00 -44.53 -1.91 0.00 -153.54 0.00 153.54 3,733.35 1,866.68 6,920 3,435.18 1.75 -0.22 0.06 80.75 -43.35 -1.89 0.00 -152.11 0.00 152.11 3,340.02 1,670.01 6,276 3,115.48 1.78 -0.22 0.06 85.00 -41.98 -1.88 0.00 -144.06 0.00 144.06 3,305.40 1,652.70 6,104 3,030.08 1.99 -0.24 0.06 90.00 -40.63 -1.87 0.00 -134.66 0.00 134.66 3,263.68 1,631.84 5,902 2,930.14 2.24 -0.25 0.06 95.00 -39.31 -1.85 0.00 -125.33 0.00 125.33 3,220.87 1,610.43 5,702 2,830.82 2.51 -0.27 0.06 100.00 -38.28 -1.83 0.00 -116.10 0.00 116.10 3,176.98 1,588.49 5,504 2,732.19 2.80 -0.28 0.06 103.92 -37.83 -1.83 0.00 -108.92 0.00 108.92 3,141.84 1,570.92 5,349 2,655.45 3.04 -0.29 0.05 105.00 -36.59 -1.80 0.00 -106.94 0.00 106.94 3,132.00 1,566.00 5,306 2,634.31 3.11 -0.30 0.05 108.00 -31.90 -1.68 0.00 -101.54 0.00 101.54 3,104.50 1,552.25 5,189 2,575.97 3.30 -0.31 0.05 110.00 -31.02 -1.66 0.00 -98.18 0.00 98.18 2,355.43 1,177.72 3,968 1,970.02 3.43 -0.31 0.06 114.00 -30.66 -1.66 0.00 -91.53 0.00 91.53 2,332.08 1,166.04 3,858 1,915.22 3.69 -0.33 0.06 115.00 -30.44 -1.65 0.00 -89.88 0.00 89.88 2,326.14 1,163.07 3,830 1,901.55 3.76 -0.33 0.06 116.00 -29.50 -1.63 0.00 -88.23 0.00 88.23 2,320.15 1,160.07 3,803 1,887.88 3.83 -0.33 0.06 119.70 -29.39 -1.63 0.00 -82.21 0.00 82.21 2,297.61 1,148.81 3,701 1,837.40 4.10 -0.35 0.06 120.00 -28.09 -1.59 0.00 -81.72 0.00 81.72 2,295.76 1,147.88 3,693 1,833.32 4.12 -0.35 0.06 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 125.00 -27.05 -1.56 0.00 -73.78 0.00 73.78 2,264.30 1,132.15 3,556 1,765.39 4.49 -0.36 0.05 130.00 -26.02 -1.53 0.00 -65.98 0.00 65.98 2,231.76 1,115.88 3,420 1,697.84 4.88 -0.38 0.05 135.00 -24.95 -1.49 0.00 -58.35 0.00 58.35 2,198.13 1,099.07 3,285 1,630.71 5.28 -0.39 0.05 140.00 -24.57 -1.48 0.00 -50.89 0.00 50.89 2,163.43 1,081.71 3,151 1,564.06 5.70 -0.41 0.04 142.00 -22.61 -1.40 0.00 -47.93 0.00 47.93 2,149.24 1,074.62 3,097 1,537.56 5.88 -0.41 0.04 145.00 -19.72 -1.27 0.00 -43.75 0.00 43.75 2,127.63 1,063.82 3,017 1,497.97 6.14 -0.42 0.04 148.30 -19.42 -1.26 0.00 -39.56 0.00 39.56 2,103.42 1,051.71 2,930 1,454.68 6.44 -0.43 0.04 150.00 -19.12 -1.24 0.00 -37.42 0.00 37.42 2,090.76 1,045.38 2,886 1,432.49 6.59 -0.44 0.04 151.75 -18.25 -1.20 0.00 -35.24 0.00 35.24 2,077.60 1,038.80 2,840 1,409.72 6.75 -0.44 0.03 155.00 -17.75 -1.18 0.00 -31.33 0.00 31.33 2,052.80 1,026.40 2,755 1,367.68 7.05 -0.45 0.03 156.83 -17.44 -1.16 0.00 -29.17 0.00 29.17 1,448.51 724.25 1,958 971.83 7.22 -0.45 0.04 159.00 -16.77 -1.13 0.00 -26.65 0.00 26.65 1,439.22 719.61 1,921 953.81 7.43 -0.46 0.04 159.80 -16.71 -1.13 0.00 -25.75 0.00 25.75 1,435.74 717.87 1,908 947.16 7.51 -0.46 0.04 160.00 -16.03 -1.09 0.00 -25.52 0.00 25.52 1,434.86 717.43 1,905 945.50 7.53 -0.46 0.04 165.00 -15.36 -1.05 0.00 -20.07 0.00 20.07 1,412.44 706.22 1,821 904.02 8.01 -0.47 0.03 170.00 -14.73 -1.02 0.00 -14.80 0.00 14.80 1,388.93 694.47 1,738 862.72 8.51 -0.48 0.03 175.00 -8.88 -0.65 0.00 -9.71 0.00 9.71 1,364.34 682.17 1,655 821.66 9.01 -0.49 0.02 180.00 -8.42 -0.62 0.00 -6.46 0.00 6.46 1,338.67 669.34 1,573 780.89 9.52 -0.49 0.02 185.00 -8.33 -0.61 0.00 -3.37 0.00 3.37 1,311.91 655.96 1,492 740.48 10.04 -0.49 0.01 186.00 -5.92 -0.44 0.00 -2.76 0.00 2.76 1,306.43 653.22 1,475 732.45 10.14 -0.49 0.01 187.00 -4.18 -0.32 0.00 -2.32 0.00 2.32 1,300.91 650.45 1,459 724.44 10.25 -0.49 0.01 190.00 -4.16 -0.32 0.00 -1.36 0.00 1.36 1,284.08 642.04 1,411 700.50 10.56 -0.50 0.01 190.30 -3.95 -0.30 0.00 -1.27 0.00 1.27 1,282.37 641.19 1,406 698.11 10.59 -0.50 0.01 190.50 -3.67 -0.28 0.00 -1.21 0.00 1.21 1,281.23 640.62 1,403 696.53 10.61 -0.50 0.01 193.60 -3.38 -0.26 0.00 -0.34 0.00 0.34 1,263.36 631.68 1,354 672.00 10.93 -0.50 0.00 194.00 -0.98 -0.08 0.00 -0.24 0.00 0.24 1,261.03 630.51 1,347 668.86 10.97 -0.50 0.00 195.00 -0.82 -0.06 0.00 -0.16 0.00 0.16 1,255.15 627.58 1,331 661.00 11.08 -0.50 0.00 197.00 -0.59 -0.05 0.00 -0.03 0.00 0.03 1,243.28 621.64 1,300 645.34 11.29 -0.50 0.00 197.20 -0.35 -0.03 0.00 -0.02 0.00 0.02 1,242.09 621.04 1,297 643.78 11.31 -0.50 0.00 197.80 -0.05 0.00 0.00 0.00 0.00 0.00 1,238.49 619.24 1,287 639.11 11.37 -0.50 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 11.49 -0.50 0.00 (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -52.38 -1.87 0.00 -299.65 0.00 299.65 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -50.96 -1.88 0.00 -290.31 0.00 290.31 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -49.56 -1.89 0.00 -280.93 0.00 280.93 5,353.12 2,676.56 12,581 6,245.59 0.02 -0.02 0.05 15.00 -48.17 -1.89 0.00 -271.50 0.00 271.50 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.05 20.00 -46.81 -1.90 0.00 -262.02 0.00 262.02 5,246.16 2,623.08 11,930 5,922.47 0.10 -0.05 0.05 25.00 -45.46 -1.91 0.00 -252.51 0.00 252.51 5,191.05 2,595.53 11,607 5,762.13 0.16 -0.06 0.05 30.00 -44.14 -1.91 0.00 -242.97 0.00 242.97 5,134.87 2,567.43 11,286 5,602.70 0.23 -0.07 0.05 35.00 -42.83 -1.92 0.00 -233.41 0.00 233.41 5,077.59 2,538.80 10,966 5,444.23 0.31 -0.09 0.05 40.00 -41.60 -1.92 0.00 -223.83 0.00 223.83 5,019.24 2,509.62 10,649 5,286.79 0.41 -0.10 0.05 44.75 -41.49 -1.92 0.00 -214.72 0.00 214.72 4,962.80 2,481.40 10,350 5,138.22 0.51 -0.11 0.05 45.00 -39.33 -1.91 0.00 -214.24 0.00 214.24 4,959.80 2,479.90 10,334 5,130.43 0.52 -0.11 0.05 50.00 -38.47 -1.91 0.00 -204.69 0.00 204.69 4,899.28 2,449.64 10,022 4,975.22 0.64 -0.12 0.05 52.00 -37.80 -1.91 0.00 -200.88 0.00 200.88 3,993.52 1,996.76 8,253 4,097.30 0.69 -0.13 0.06 55.00 -36.69 -1.90 0.00 -195.16 0.00 195.16 3,967.27 1,983.64 8,108 4,025.37 0.78 -0.14 0.06 60.00 -35.60 -1.90 0.00 -185.65 0.00 185.65 3,922.65 1,961.33 7,868 3,905.95 0.93 -0.15 0.06 65.00 -34.53 -1.89 0.00 -176.17 0.00 176.17 3,876.95 1,938.48 7,629 3,787.16 1.10 -0.17 0.06 70.00 -33.66 -1.88 0.00 -166.71 0.00 166.71 3,830.17 1,915.08 7,391 3,669.06 1.28 -0.18 0.05 74.08 -33.33 -1.88 0.00 -159.02 0.00 159.02 3,791.16 1,895.58 7,198 3,573.17 1.44 -0.19 0.05 75.00 -32.98 -1.88 0.00 -157.29 0.00 157.29 3,782.30 1,891.15 7,154 3,551.71 1.48 -0.20 0.05 75.50 -31.38 -1.85 0.00 -156.35 0.00 156.35 3,777.46 1,888.73 7,131 3,540.02 1.50 -0.20 0.05 80.00 -31.11 -1.85 0.00 -148.02 0.00 148.02 3,733.35 1,866.68 6,920 3,435.18 1.70 -0.21 0.05 80.75 -30.29 -1.84 0.00 -146.63 0.00 146.63 3,340.02 1,670.01 6,276 3,115.48 1.73 -0.21 0.06 85.00 -29.33 -1.82 0.00 -138.83 0.00 138.83 3,305.40 1,652.70 6,104 3,030.08 1.93 -0.23 0.06 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 90.00 -28.39 -1.81 0.00 -129.72 0.00 129.72 3,263.68 1,631.84 5,902 2,930.14 2.17 -0.24 0.05 95.00 -27.46 -1.79 0.00 -120.69 0.00 120.69 3,220.87 1,610.43 5,702 2,830.82 2.44 -0.26 0.05 100.00 -26.74 -1.77 0.00 -111.76 0.00 111.76 3,176.98 1,588.49 5,504 2,732.19 2.71 -0.27 0.05 103.92 -26.43 -1.76 0.00 -104.83 0.00 104.83 3,141.84 1,570.92 5,349 2,655.45 2.94 -0.29 0.05 105.00 -25.56 -1.74 0.00 -102.92 0.00 102.92 3,132.00 1,566.00 5,306 2,634.31 3.01 -0.29 0.05 108.00 -22.28 -1.62 0.00 -97.72 0.00 97.72 3,104.50 1,552.25 5,189 2,575.97 3.19 -0.30 0.05 110.00 -21.67 -1.60 0.00 -94.47 0.00 94.47 2,355.43 1,177.72 3,968 1,970.02 3.32 -0.30 0.06 114.00 -21.42 -1.60 0.00 -88.05 0.00 88.05 2,332.08 1,166.04 3,858 1,915.22 3.58 -0.31 0.06 115.00 -21.26 -1.59 0.00 -86.45 0.00 86.45 2,326.14 1,163.07 3,830 1,901.55 3.64 -0.32 0.06 116.00 -20.61 -1.57 0.00 -84.86 0.00 84.86 2,320.15 1,160.07 3,803 1,887.88 3.71 -0.32 0.05 119.70 -20.53 -1.57 0.00 -79.05 0.00 79.05 2,297.61 1,148.81 3,701 1,837.40 3.97 -0.33 0.05 120.00 -19.62 -1.53 0.00 -78.58 0.00 78.58 2,295.76 1,147.88 3,693 1,833.32 3.99 -0.33 0.05 125.00 -18.90 -1.50 0.00 -70.93 0.00 70.93 2,264.30 1,132.15 3,556 1,765.39 4.35 -0.35 0.05 130.00 -18.18 -1.47 0.00 -63.42 0.00 63.42 2,231.76 1,115.88 3,420 1,697.84 4.72 -0.37 0.05 135.00 -17.43 -1.43 0.00 -56.07 0.00 56.07 2,198.13 1,099.07 3,285 1,630.71 5.11 -0.38 0.04 140.00 -17.16 -1.42 0.00 -48.91 0.00 48.91 2,163.43 1,081.71 3,151 1,564.06 5.52 -0.39 0.04 142.00 -15.80 -1.34 0.00 -46.07 0.00 46.07 2,149.24 1,074.62 3,097 1,537.56 5.69 -0.40 0.04 145.00 -13.78 -1.22 0.00 -42.04 0.00 42.04 2,127.63 1,063.82 3,017 1,497.97 5.94 -0.41 0.04 148.30 -13.56 -1.21 0.00 -38.01 0.00 38.01 2,103.42 1,051.71 2,930 1,454.68 6.22 -0.42 0.03 150.00 -13.36 -1.20 0.00 -35.96 0.00 35.96 2,090.76 1,045.38 2,886 1,432.49 6.37 -0.42 0.03 151.75 -12.75 -1.16 0.00 -33.86 0.00 33.86 2,077.60 1,038.80 2,840 1,409.72 6.53 -0.42 0.03 155.00 -12.40 -1.13 0.00 -30.11 0.00 30.11 2,052.80 1,026.40 2,755 1,367.68 6.82 -0.43 0.03 156.83 -12.18 -1.12 0.00 -28.03 0.00 28.03 1,448.51 724.25 1,958 971.83 6.99 -0.44 0.04 159.00 -11.71 -1.09 0.00 -25.61 0.00 25.61 1,439.22 719.61 1,921 953.81 7.18 -0.44 0.04 159.80 -11.67 -1.08 0.00 -24.74 0.00 24.74 1,435.74 717.87 1,908 947.16 7.26 -0.44 0.03 160.00 -11.20 -1.05 0.00 -24.52 0.00 24.52 1,434.86 717.43 1,905 945.50 7.28 -0.44 0.03 165.00 -10.73 -1.01 0.00 -19.28 0.00 19.28 1,412.44 706.22 1,821 904.02 7.75 -0.45 0.03 170.00 -10.29 -0.98 0.00 -14.22 0.00 14.22 1,388.93 694.47 1,738 862.72 8.22 -0.46 0.02 175.00 -6.20 -0.62 0.00 -9.33 0.00 9.33 1,364.34 682.17 1,655 821.66 8.71 -0.47 0.02 180.00 -5.88 -0.59 0.00 -6.22 0.00 6.22 1,338.67 669.34 1,573 780.89 9.20 -0.47 0.01 185.00 -5.82 -0.59 0.00 -3.25 0.00 3.25 1,311.91 655.96 1,492 740.48 9.70 -0.48 0.01 186.00 -4.14 -0.43 0.00 -2.66 0.00 2.66 1,306.43 653.22 1,475 732.45 9.80 -0.48 0.01 187.00 -2.92 -0.31 0.00 -2.23 0.00 2.23 1,300.91 650.45 1,459 724.44 9.90 -0.48 0.01 190.00 -2.90 -0.30 0.00 -1.31 0.00 1.31 1,284.08 642.04 1,411 700.50 10.20 -0.48 0.00 190.30 -2.76 -0.29 0.00 -1.22 0.00 1.22 1,282.37 641.19 1,406 698.11 10.23 -0.48 0.00 190.50 -2.56 -0.27 0.00 -1.16 0.00 1.16 1,281.23 640.62 1,403 696.53 10.25 -0.48 0.00 193.60 -2.36 -0.25 0.00 -0.33 0.00 0.33 1,263.36 631.68 1,354 672.00 10.56 -0.48 0.00 194.00 -0.68 -0.07 0.00 -0.23 0.00 0.23 1,261.03 630.51 1,347 668.86 10.60 -0.48 0.00 195.00 -0.57 -0.06 0.00 -0.15 0.00 0.15 1,255.15 627.58 1,331 661.00 10.70 -0.48 0.00 197.00 -0.42 -0.04 0.00 -0.03 0.00 0.03 1,243.28 621.64 1,300 645.34 10.90 -0.48 0.00 197.20 -0.25 -0.03 0.00 -0.02 0.00 0.02 1,242.09 621.04 1,297 643.78 10.92 -0.48 0.00 197.80 -0.03 0.00 0.00 0.00 0.00 0.00 1,238.49 619.24 1,287 639.11 10.98 -0.48 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 11.10 -0.48 0.00 (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -52.38 -2.14 0.00 -314.26 0.00 314.26 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -50.96 -2.12 0.00 -303.56 0.00 303.56 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -49.56 -2.09 0.00 -292.98 0.00 292.98 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.02 0.06 15.00 -48.17 -2.05 0.00 -282.55 0.00 282.55 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 20.00 -46.81 -2.01 0.00 -272.31 0.00 272.31 5,246.16 2,623.08 11,930 5,922.47 0.10 -0.05 0.06 25.00 -45.46 -1.97 0.00 -262.26 0.00 262.26 5,191.05 2,595.53 11,607 5,762.13 0.16 -0.06 0.05 30.00 -44.14 -1.93 0.00 -252.42 0.00 252.42 5,134.87 2,567.43 11,286 5,602.70 0.24 -0.08 0.05 35.00 -42.83 -1.88 0.00 -242.80 0.00 242.80 5,077.59 2,538.80 10,966 5,444.23 0.32 -0.09 0.05 40.00 -41.60 -1.84 0.00 -233.39 0.00 233.39 5,019.24 2,509.62 10,649 5,286.79 0.42 -0.10 0.05 44.75 -41.49 -1.84 0.00 -224.65 0.00 224.65 4,962.80 2,481.40 10,350 5,138.22 0.53 -0.12 0.05 45.00 -39.33 -1.75 0.00 -224.19 0.00 224.19 4,959.80 2,479.90 10,334 5,130.43 0.54 -0.12 0.05 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 50.00 -38.47 -1.72 0.00 -215.42 0.00 215.42 4,899.28 2,449.64 10,022 4,975.22 0.67 -0.13 0.05 52.00 -37.80 -1.70 0.00 -211.98 0.00 211.98 3,993.52 1,996.76 8,253 4,097.30 0.72 -0.14 0.06 55.00 -36.69 -1.66 0.00 -206.89 0.00 206.89 3,967.27 1,983.64 8,108 4,025.37 0.81 -0.14 0.06 60.00 -35.60 -1.62 0.00 -198.61 0.00 198.61 3,922.65 1,961.33 7,868 3,905.95 0.97 -0.16 0.06 65.00 -34.53 -1.58 0.00 -190.52 0.00 190.52 3,876.95 1,938.48 7,629 3,787.16 1.15 -0.18 0.06 70.00 -33.66 -1.55 0.00 -182.63 0.00 182.63 3,830.17 1,915.08 7,391 3,669.06 1.34 -0.19 0.06 74.08 -33.33 -1.54 0.00 -176.31 0.00 176.31 3,791.16 1,895.58 7,198 3,573.17 1.51 -0.21 0.06 75.00 -32.98 -1.53 0.00 -174.90 0.00 174.90 3,782.30 1,891.15 7,154 3,551.71 1.55 -0.21 0.06 75.50 -31.38 -1.46 0.00 -174.13 0.00 174.13 3,777.46 1,888.73 7,131 3,540.02 1.57 -0.21 0.06 80.00 -31.11 -1.46 0.00 -167.55 0.00 167.55 3,733.35 1,866.68 6,920 3,435.18 1.78 -0.23 0.06 80.75 -30.29 -1.43 0.00 -166.46 0.00 166.46 3,340.02 1,670.01 6,276 3,115.48 1.81 -0.23 0.06 85.00 -29.33 -1.41 0.00 -160.39 0.00 160.39 3,305.40 1,652.70 6,104 3,030.08 2.02 -0.24 0.06 90.00 -28.39 -1.39 0.00 -153.36 0.00 153.36 3,263.68 1,631.84 5,902 2,930.14 2.28 -0.26 0.06 95.00 -27.46 -1.39 0.00 -146.40 0.00 146.40 3,220.87 1,610.43 5,702 2,830.82 2.57 -0.28 0.06 100.00 -26.74 -1.39 0.00 -139.46 0.00 139.46 3,176.98 1,588.49 5,504 2,732.19 2.87 -0.30 0.06 103.92 -26.43 -1.40 0.00 -134.01 0.00 134.01 3,141.84 1,570.92 5,349 2,655.45 3.12 -0.31 0.06 105.00 -25.56 -1.41 0.00 -132.49 0.00 132.49 3,132.00 1,566.00 5,306 2,634.31 3.19 -0.32 0.06 108.00 -22.28 -1.44 0.00 -128.27 0.00 128.27 3,104.50 1,552.25 5,189 2,575.97 3.39 -0.33 0.06 110.00 -21.67 -1.46 0.00 -125.39 0.00 125.39 2,355.43 1,177.72 3,968 1,970.02 3.53 -0.34 0.07 114.00 -21.42 -1.47 0.00 -119.55 0.00 119.55 2,332.08 1,166.04 3,858 1,915.22 3.82 -0.35 0.07 115.00 -21.26 -1.47 0.00 -118.08 0.00 118.08 2,326.14 1,163.07 3,830 1,901.55 3.89 -0.36 0.07 116.00 -20.60 -1.50 0.00 -116.61 0.00 116.61 2,320.15 1,160.07 3,803 1,887.88 3.97 -0.36 0.07 119.70 -20.53 -1.50 0.00 -111.07 0.00 111.07 2,297.61 1,148.81 3,701 1,837.40 4.26 -0.38 0.07 120.00 -19.62 -1.54 0.00 -110.62 0.00 110.62 2,295.76 1,147.88 3,693 1,833.32 4.28 -0.38 0.07 125.00 -18.89 -1.57 0.00 -102.93 0.00 102.93 2,264.30 1,132.15 3,556 1,765.39 4.69 -0.40 0.07 130.00 -18.18 -1.60 0.00 -95.07 0.00 95.07 2,231.76 1,115.88 3,420 1,697.84 5.12 -0.42 0.06 135.00 -17.43 -1.64 0.00 -87.05 0.00 87.05 2,198.13 1,099.07 3,285 1,630.71 5.58 -0.45 0.06 140.00 -17.16 -1.65 0.00 -78.87 0.00 78.87 2,163.43 1,081.71 3,151 1,564.06 6.06 -0.47 0.06 142.00 -15.79 -1.68 0.00 -75.58 0.00 75.58 2,149.24 1,074.62 3,097 1,537.56 6.26 -0.48 0.06 145.00 -13.77 -1.73 0.00 -70.53 0.00 70.53 2,127.63 1,063.82 3,017 1,497.97 6.56 -0.49 0.05 148.30 -13.56 -1.73 0.00 -64.83 0.00 64.83 2,103.42 1,051.71 2,930 1,454.68 6.90 -0.50 0.05 150.00 -13.35 -1.73 0.00 -61.89 0.00 61.89 2,090.76 1,045.38 2,886 1,432.49 7.09 -0.51 0.05 151.75 -12.74 -1.73 0.00 -58.86 0.00 58.86 2,077.60 1,038.80 2,840 1,409.72 7.27 -0.52 0.05 155.00 -12.39 -1.73 0.00 -53.22 0.00 53.22 2,052.80 1,026.40 2,755 1,367.68 7.63 -0.53 0.05 156.83 -12.18 -1.73 0.00 -50.05 0.00 50.05 1,448.51 724.25 1,958 971.83 7.84 -0.54 0.06 159.00 -11.71 -1.72 0.00 -46.30 0.00 46.30 1,439.22 719.61 1,921 953.81 8.08 -0.55 0.06 159.80 -11.66 -1.72 0.00 -44.92 0.00 44.92 1,435.74 717.87 1,908 947.16 8.17 -0.55 0.06 160.00 -11.19 -1.71 0.00 -44.57 0.00 44.57 1,434.86 717.43 1,905 945.50 8.20 -0.55 0.06 165.00 -10.72 -1.68 0.00 -36.04 0.00 36.04 1,412.44 706.22 1,821 904.02 8.78 -0.57 0.05 170.00 -10.28 -1.65 0.00 -27.63 0.00 27.63 1,388.93 694.47 1,738 862.72 9.39 -0.59 0.04 175.00 -6.19 -1.24 0.00 -19.38 0.00 19.38 1,364.34 682.17 1,655 821.66 10.01 -0.60 0.03 180.00 -5.87 -1.20 0.00 -13.16 0.00 13.16 1,338.67 669.34 1,573 780.89 10.65 -0.61 0.02 185.00 -5.81 -1.19 0.00 -7.16 0.00 7.16 1,311.91 655.96 1,492 740.48 11.29 -0.62 0.01 186.00 -4.13 -0.90 0.00 -5.98 0.00 5.98 1,306.43 653.22 1,475 732.45 11.42 -0.62 0.01 187.00 -2.92 -0.69 0.00 -5.07 0.00 5.07 1,300.91 650.45 1,459 724.44 11.55 -0.62 0.01 190.00 -2.90 -0.68 0.00 -3.01 0.00 3.01 1,284.08 642.04 1,411 700.50 11.94 -0.62 0.01 190.30 -2.75 -0.65 0.00 -2.81 0.00 2.81 1,282.37 641.19 1,406 698.11 11.98 -0.62 0.01 190.50 -2.56 -0.61 0.00 -2.67 0.00 2.67 1,281.23 640.62 1,403 696.53 12.00 -0.62 0.01 193.60 -2.36 -0.57 0.00 -0.78 0.00 0.78 1,263.36 631.68 1,354 672.00 12.41 -0.62 0.00 194.00 -0.68 -0.18 0.00 -0.55 0.00 0.55 1,261.03 630.51 1,347 668.86 12.46 -0.62 0.00 195.00 -0.57 -0.15 0.00 -0.37 0.00 0.37 1,255.15 627.58 1,331 661.00 12.59 -0.62 0.00 197.00 -0.41 -0.11 0.00 -0.07 0.00 0.07 1,243.28 621.64 1,300 645.34 12.85 -0.62 0.00 197.20 -0.25 -0.07 0.00 -0.05 0.00 0.05 1,242.09 621.04 1,297 643.78 12.88 -0.62 0.00 197.80 -0.03 -0.01 0.00 -0.01 0.00 0.01 1,238.49 619.24 1,287 639.11 12.96 -0.62 0.00 198.92 0.00 -0.01 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 13.10 -0.62 0.00 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292_C3_02 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.6W 44.18 0.00 74.43 0.00 0.00 6114.68 52.00 0.96 0.9D + 1.6W 44.14 0.00 55.80 0.00 0.00 5990.90 52.00 0.93 1.2D + 1.0Di + 1.0Wi 17.44 0.00 146.38 0.00 0.00 2786.08 52.00 0.49 (1.2 + 0.2Sds) * DL + E ELFM 1.96 0.00 74.97 0.00 0.00 307.79 52.00 0.06 (1.2 + 0.2Sds) * DL + E EMAM 2.14 0.00 74.97 0.00 0.00 323.44 110.00 0.08 (0.9 - 0.2Sds) * DL + E ELFM 1.92 0.00 52.38 0.00 0.00 299.65 52.00 0.06 (0.9 - 0.2Sds) * DL + E EMAM 2.14 0.00 52.38 0.00 0.00 314.26 110.00 0.07 1.0D + 1.0W 10.73 0.00 62.10 0.00 0.00 1470.93 52.00 0.24 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 6114.68 74.43 44.18 PLATE PARAMETERS (ID# 22617) Width:73.79 in Shape:16 Thickness:2.75 in Grade:A633 Gr. E Yield Strength:60 ksi Tensile Strength:80 ksi Rod Detail Type:d Clear Distance 3 in Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:252 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#23211]Radial 20 2.25 67.79 A615-75 75 100 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 59.2"ø x 0.4375" (16 Sides)80.2480 --34642.48 - Bolt Group Original (20) 2.25"ø 3.9761 3.2477 0.8393 34494.89 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 59.2"ø x 0.4375" (16 Sides)6114.7 74.43 44.18 1.000 Bolt Group Original (20) 2.25"ø 6114.7 -44.18 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:59.45 in Flat Width:11.825 in Neutral Axis:252 ° Point-to-Point Diameter:60.62 in Flat Radians:0.393 rad Bend Line Limits: 5.487 to 0.168 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 39.144 0.00 74.008 1203.9 3996.4 30.1% Corners 37.316 0.00 70.550 817.0 3809.7 21.4% Circumferential 45.983 0.00 86.936 1511.6 4694.6 32.2% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 20 2.25 185.8 3.5 259.8 74.2% ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292 APPLIED GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 6,114.68 74.43 44.18 FOUNDATION PARAMETERS Mat Length:L 24 ft Mat Width:W 24 ft Mat Thickness:T 3 ft Base Depth:L+T-h 10.5 ft Pier Shape:Round Pier Diameter:D 8 ft Pier Height above Grade:h 0.5 ft Concrete Compressive Strength:4,000 psi Mat Top Rebar:(34) #11 bars [60 ksi] Mat Bottom Rebar:(34) #11 bars [60 ksi] Pier Vertical Rebar: (30) #11 bars [60 ksi] Pier Rebar Ties:s #5 bars @ 12.0" c/c [60 ksi] Rebar Clear Cover:3.0 in Tower Eccentricity:ecc 0 ft Tower Leg Count 1 SOIL PARAMETERS Water Table Depth [BGL]:GW 11 ft Soil Unit Weight:120 pcf Ultimate Skin Friction:700 psf Ultimate Bearing Pressure:8,000 psf Bearing Pressure Type:Gross Coefficient of Shear Friction:0.3 SOIL STRENGTH ANALYSIS Soil Strength Reduction Factor, Фs Uplift Strength Reduction Factor, Фs Asset Dead Load Factor Dead Load Factor 0.75 0.75 0.9 1.2 SOIL OVERTURNING ANALYSIS Design Moment, Mu,Design (k-ft) Nominal Overturning Capacity, ФmMn (k-ft) Soil Overturning Usage, Mu,Design / ФmMn 6,600.66 10,113.92 65.3% SOIL BEARING ANALYSIS Net Bearing Pressure, Pu,Net (psf) Nominal Bearing Capacity, ФbPn (k-ft) Bearing Pressure Controlling Load Direction Soil Bearing Usage, Pu,net / ФbPn 4,131.00 6,000.00 Diagonal to Pad Edge 68.9% SOIL SLIDING SHEAR ANALYSIS Applied Shear Force, Vu (k) Friction Resistance (k) Passive Pressure (psf) Passive Pressure Resistance (k) Nominal Shear Capacity, Фs Vn (k) Soil Sliding Shear Usage, Vu / ФsVn 44.18 201.60 1,080.0 77.76 250.63 18.0% ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:T-MOBILE PROJECT:14578292 MAT REINFORCING STEEL STRENGTH ANALYSIS Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 29,000 0.9 0.75 0.65 MAT REINFORCING ONE WAY SHEAR ANALYSIS One Way Design Shear, Vu (k) Nominal One Way Shear Capacity, ФcVn (k) One Way Shear Controlling Load Direction Mat One Way Shear Usage, Vu / ФcVn 306.69 744.18 Diagonal to Pad Edge 41.2% MAT REINFORCING PUNCHING SHEAR ANALYSIS Punching Shear Design Stress, vu (psi) Nominal Punching Shear Capacity, Фcvn (psi) Mat Punching Shear Usage, vu / Фcvn 63.3 189.7 33.4% MAT REINFORCING MOMENT TRANSFER ANALYSIS Moment Transfer Effective Flexural Width, wf (in) Neutral Axis Depth (in) Pier Moment at Joint, Mut (k-in) Nominal Moment Transfer Capacity, ФMsc,f (k-in) Mat Moment Transfer Usage, 0.6 Mut / ФMsc,f 17.00 3.36 0.00 63,414.7 0.0% MAT REINFORCING FLEXURE ANALYSIS – UPPER STEEL Factored Moment, Mu (k-ft) Nominal Flexural Capacity, ФMn (k-ft)Flexural Steel Controlling Load Direction Mat Upper Rebar Flexure Usage, Mu / ФMn 1,036.80 7,218.58 Parallel to Pad Edge 14.4% MAT REINFORCING FLEXURE ANALYSIS – LOWER STEEL Factored Moment, Mu (k-ft) Nominal Flexural Capacity, ФMn (k-ft)Flexural Steel Controlling Load Direction Mat Lower Rebar Flexure Usage, Mu / ФMn 2,710.40 7,753.84 Diagonal to Pad Edge 35.0% PIER REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 87.38 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu (k-ft) Nominal Moment Capacity, ФbMn (k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ФbMn 6,468.12 9,005.04 0.006 71.8% PIER REINFORCING COMPRESSION ANALYSIS Design Compression, Pu (k) Nominal Compressive Capacity, ФpPn (k) Pier Rebar Compressive Usage, Pu / ФpPn 74.43 12,763.12 0.6% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu (k) Nominal Shear Capacity, ФvVn (k) Pier Rebar Shear Usage, Vu / ФvVn 44.18 868.77 5.1% SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.G-001 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 TITLE SHEET LOCATION MAPVICINITY MAP PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX SHEET NO:DESCRIPTION:REV:DATE:BY: G-001 TITLE SHEET 0 03/20/24 JM G-002 GENERAL NOTES 0 03/20/24 JM C-101 DETAILED SITE PLAN 0 03/20/24 JM C-102 DETAILED EQUIPMENT PLAN 0 03/20/24 JM C-201 TOWER ELEVATION 0 03/20/24 JM C-401 ANTENNA INFORMATION & SCHEDULE 0 03/20/24 JM C-501 CONSTRUCTION DETAILS 0 03/20/24 JM E-501 GROUNDING DETAILS 0 03/20/24 JM R-601 SUPPLEMENTAL R-602 SUPPLEMENTAL R-603 SUPPLEMENTAL R-604 SUPPLEMENTAL R-605 SUPPLEMENTAL R-606 SUPPLEMENTAL R-607 SUPPLEMENTAL R-608 SUPPLEMENTAL R-609 SUPPLEMENTAL R-610 SUPPLEMENTAL SITE LOCATION T-MOBILE ANCHOR AMENDMENT PLAN 67E5D998E 6160 CONFIGURATION GLENDALE RDTHE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: TOWER WORK: REMOVE (6) ANTENNA(S), (1) 1-1/4" ERICSSON 9X18 HCS, (8) 1-5/8" COAX, (1) 1/2" COAX, AND (1) 1.99" HYBRID TRUNK 6/24 4AWG CABLE(S) INSTALL MOUNT MODIFICATIONS, (6) ANTENNA(S), (3) RRU(S), AND (2) 1.99" HYBRID TRUNK 6/24 4AWG CABLE(S) EXISTING (3) ANTENNA(S) AND (3) RRU(S) TO REMAIN GROUND WORK: REMOVE (1) RBS 6131 , (1) RBS 2102 INSTALL (1) 6160 CABINET, (1) RBS 6601, (1) B160, AND (1) CSR IXRE V2 EXISTING CONC. PAD, ICE-BRIDGE, (1) PPC, (1) ATS, AND (1) GPS ANTENNA TO REMAIN PROJECT LOCATION DIRECTIONS PROJECT TEAM APPLICANT: T-MOBILE TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 PROPERTY OWNER: SITE ADDRESS: 114 GLENDALE ROAD FLORENCE, MA 01062 COUNTY: HAMPSHIRE GEOGRAPHIC COORDINATES: LATITUDE: 42.29556624 LONGITUDE: -72.70786822 GROUND ELEVATION: 258' AMSL NORTHAMPTON MA 114 GLENDALE ROAD FLORENCE, MA 01062 TAKE THE MASSACHUSETTS TURNPIKE TO RT. I-91. TAKE I-91 NORTH TO EXIT 19. TAKE RT. 66 WEST TO GLENDALE ROAD. GO LEFT ON GLENDALE ROAD. SITE IS ON THE LEFT AT THE SANITARY LAND FILL. 1.THE FACILITY IS UNMANNED. 2.A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4.NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5.HANDICAP ACCESS IS NOT REQUIRED. 6.THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7). PROJECT NOTES COMPLIANCE CODE UTILITY COMPANIES ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2015 IBC MASSACHUSETTS ELECTRICAL CODE (NFPA 70, NEC 2020 W/ AMND) 2015 MASSACHUSETTS MECHANICAL CODE (IMC 2015) UNIFORM STATE PLUMBING CODE 2020 MASSACHUSETTS ENERGY CODE (IECC 2018 W/ AMND) MASSACHUSETTS COMPREHENSIVE FIRE SAFETY CODE (NFPA 1, 2021 W/ AMND) MASSACHUSETTS STATE BUILDING CODE, 9TH ED. MA STATE BUILDING CODE, 9TH ED., RESIDENTIAL VOLUME (IRC 2015 W/ AMND) MASSACHUSETTS FUEL GAS CODE (IFGC 2015) ATC SITE NAME: NORTHAMPTON LANDFILL MA ATC SITE NUMBER: 15035 T-MOBILE SITE NAME: SH213/ATC - NORTHAMPTON T-MOBILE SITE NUMBER: 4SH0213C SITE ADDRESS:114 GLENDALE ROAD FLORENCE, MA 01062 SITE CLASS: MONOPOLE POWER COMPANY: WESTERN MASS ELECTRIC PHONE: (800) 286-8000 TELEPHONE COMPANY: VERIZON PHONE: (800) 941-9900 ENGINEER: ATC TOWER SERVICES, LLC 1 FENTON MAIN, STE 300 CARY, NC 27511 Digitally Signed: 2024-03-21 SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.G-002 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 GENERAL NOTES GENERAL CONSTRUCTION NOTES: 1.OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A.BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B.AC/TELCO INTERFACE BOX (PPC) C.ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D.TOWERS, MONOPOLES E.TOWER LIGHTING F.GENERATORS & LIQUID PROPANE TANK G.ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H.ANTENNAS (INSTALLED BY OTHERS) I.TRANSMISSION LINE J.TRANSMISSION LINE JUMPERS K.TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L.TRANSMISSION LINE GROUND KITS M.HANGERS N.HOISTING GRIPS O.BTS EQUIPMENT 2.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. 3.ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 4.CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 6.ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 7.DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 8.DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 9.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10.CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 11.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 12.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING. 13.EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 14.CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILE CONSTRUCTION MANAGER. 15.ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 16.WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD IMMEDIATELY. 17.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 20.CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC) WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 21.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 22.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 23.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE SPECIFICATIONS AND REQUIREMENTS. 24.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 26.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 27.CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 28.WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION. 29.COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE SAFETY CLIMB. 30.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 31.THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 32.ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BY THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 33.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/OR MANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. 34.T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 35.T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO T-MOBILE OR THEIR ARCHITECT/ENGINEER. SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: 1.WORK INCLUDED: A.ANTENNA AND COAXIAL/HYBRID CABLES ARE FURNISHED BY T-MOBILE UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL. B.INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS. C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE. E.INSTALL COAXIAL/HYBRID CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL/HYBRID CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. 2.ANTENNA AND COAXIAL/HYBRID CABLE GROUNDING: A.ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL. B.ALL COAXIAL/HYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL/HYBRID CABLE (NOT WITHIN BENDS) ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. Digitally Signed: 2024-03-21XXXXXXXXX X X X 0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S 0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.C-101 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 DETAILED SITE PLAN SITE PLAN NOTES: 1.THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. 2.ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3.NO ELECTRICAL SCOPE IS INCLUDED IN THIS PROJECT. PROPOSED CABLE NOTES: 1.ESTIMATED LENGTH OF PROPOSED CABLE IS 227'. ESTIMATED LENGTH OF CABLE WAS PROVIDED BY CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER ENTRY PLATE TO THE TOWER (ALONG THE ICE BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF 15% (OF THE TWO PREVIOUS VALUES), CDS DEFER TO GREATEST CABLE LENGTH. 2.ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. IF ADEQUATE SPACE EXISTS, ROUTE CABLES THROUGH ENTRY PORT HOLE, UP INSIDE OF MONOPOLE, AND THROUGH EXIT PORT HOLE. IF ROUTING OUTSIDE THE MONOPOLE, ATTACH CABLES USING STAND-OFF ADAPTERS MOUNTED TO TOWER USING STAINLESS STEEL BANDING. ADEQUATELY SECURE CABLES USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. 1 DETAILED SITE PLAN GRAPHIC SCALE ( IN FEET ) 1 UNIT = 20 FEET 2010020 LEGEND AUTOMATIC TRANSFER SWITCHATS DISCONNECTD ELECTRICALE FIBERF BOLLARDB GENERATOR RECEPTACLEG HAND HOLE, VAULTHH, V ICE BRIDGEIB KENTROX BOXK GENERATORGEN METERM LIGHTING CONTROLLC PULL BOXPB POWER POLEPP TELCOT TRANSFORMERTRN CHAINLINK FENCE GROUNDING TEST WELL CELL SITE CABINETCSC PROPOSED (2) 1.99" HYBRID TRUNK 6/24 4AWG (SEE PROPOSED CABLE LENGTH NOTES ON THIS PAGE FOR LENGTH AND ROUTING GUIDELINES) (1) 1-1/4" ERICSSON 9X18 HCS, (8) 1-5/8" COAX, (1) 1/2" COAX, AND (1) 1.99" HYBRID TRUNK 6/24 4AWG (TO BE REMOVED) Digitally Signed: 2024-03-21 SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.C-102 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 DETAILED EQUIPMENT PLAN T-MOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS. 1 EXISTING GROUND EQUIPMENT LAYOUT 2 PROPOSED GROUND EQUIPMENT LAYOUT SITE PLAN NOTES: 1.CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD EQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING DEAD 2G (6201 CABS) EQUIPMENT. 2.ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY 3.ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. DISPOSE OF MATERIALS PROPERLY OFF SITE. (1) 1-1/4" ERICSSON 9X18 HCS, (8) 1-5/8" COAX, (1) 1/2" COAX, AND (1) 1.99" HYBRID TRUNK 6/24 4AWG (TO BE REMOVED) PROPOSED (2) 1.99" HYBRID TRUNK 6/24 4AWG (SEE PROPOSED CABLE LENGTH NOTES ON PAGE C-101 FOR LENGTH AND ROUTING GUIDELINES) GRAPHIC SCALE ( IN FEET ) 1 UNIT = 5 FEET 2.505 5 GRAPHIC SCALE ( IN FEET ) 1 UNIT = 5 FEET 2.505 5 (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) PROPOSED ENCLOSURE 6160 CABINET 1 R-602 PROPOSED B160 BATTERY CABINET 1 R-606 2'-3"11" 1'-0"3'-1"PROPOSED (X) CSR IXRE V2, (1) 6651 INSIDE PROPOSED CABINET (TO BE RELOCATED ) (TO BE RELOCATED ) Digitally Signed: 2024-03-21 SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.C-201 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 TOWER ELEVATION 1 TOWER ELEVATION SCALE: N.T.S. PROPOSED T-MOBILE EQUIPMENT AND MOUNT MODIFICATIONS 2 C-401 1 C-401 EXISTING T-MOBILE RAD CENTER @ 187' PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 02/28/24, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION DETAILED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. TOWER NOTE: 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2.WHERE APPLICABLE, ALL NEW ANTENNAS, EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR OTHER LOCAL REQUIREMENTS. 3.ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. IF ADEQUATE SPACE EXISTS, ROUTE CABLES THROUGH ENTRY PORT HOLE, UP INSIDE OF MONOPOLE, AND THROUGH EXIT PORT HOLE. IF ROUTING OUTSIDE THE MONOPOLE, ATTACH CABLES USING STAND-OFF ADAPTERS MOUNTED TO TOWER USING STAINLESS STEEL BANDING. ADEQUATELY SECURE CABLES USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. 4.TOWER ELEVATION DEPICTION MAY NOT REFLECT ALL EQUIPMENT INCLUDED IN STRUCTURAL ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR FULL TOWER LOADING. ALL ELEVATIONS REFLECT ABOVE GROUND LEVEL (A.G.L.) (1) 1-1/4" ERICSSON 9X18 HCS, (8) 1-5/8" COAX, (1) 1/2" COAX, AND (1) 1.99" HYBRID TRUNK 6/24 4AWG (TO BE REMOVED) PROPOSED (2) 1.99" HYBRID TRUNK 6/24 4AWG (227') (SEE CABLE NOTES ON C-101) Digitally Signed: 2024-03-21 SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.C-401 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 ANTENNA INFORMATION & SCHEDULE 1 EXISTING ANTENNA PLAN SCALE: N.T.S.2 FINAL ANTENNA PLAN SCALE: N.T.S. 3 EQUIPMENT SCHEDULES CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU: 15' RRU TO ANTENNA: 10' 1.GC TO VERIFY THE FINAL RFDS MATCHES THE FINAL CONSTRUCTION DRAWINGS. GC TO NOTIFY ATC PM OF ANY DISCREPANCY PRIOR TO INSTALLING THE EQUIPMENT. 2.GC TO CAP ALL UNUSED PORTS. 3.GC TO CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING PEGS. NOTES STATUS ABBREVIATIONS RMV: TO BE REMOVED : TO REMAIN REL: TO BE RELOCATED ADD: TO BE ADDED FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY SECTOR RAD AZ POS ANTENNA BAND MECH/ELEC D-TILT STATUS ADDITIONAL TOWER MOUNTED EQUIPMENT STATUS ALPHA 187'30° A1 APXVLL19P_43-C-A20 L1900/L2100/ N1900/G1900 0°/ 2°ADD 4460 BAND 2/ 25 ADD A2 A3 AIR 6419 B41 N2500 0°/0°ADD -- BETA 187'150° B1 APXVLL19P_43-C-A20 L1900/L2100/ N1900/G1900 0°/ 2°ADD 4460 BAND 2/ 25 ADD B2 B3 AIR 6419 B41 N2500 0°/0°ADD -- GAMMA 187'270° C1 APXVLL19P_43-C-A20 L1900/L2100/ N1900/G1900 0°/ 2°ADD 4460 BAND 2/ 25 ADD C2 C3 AIR 6419 B41 N2500 0°/0°ADD -- EXISTING ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY SECTOR RAD AZ POS ANTENNA BAND MECH/ELEC D-TILT STATUS ADDITIONAL TOWER MOUNTED EQUIPMENT STATUS RMV RMV RMV RMV RMV RMV EXISTING FIBER DISTRIBUTION / OVP BOX EXISTING CABLING SUMMARY MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS RMV RMV FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS RMV (2) 1.99" HYBRID TRUNK 6/24 4AWG ADD PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 02/28/24, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION DETAILED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. (TO BE REMOVED) (1 PER SECTOR) (TYP. 3) (TO BE REMOVED) (1 PER SECTOR) (TYP. 3)AZ.=ALPHA30°AZ.=ALPHA30°AZ.=BETA150°AZ.=BETA150° AZ.= GAMMA 270° AZ.= GAMMA 270° A1 A3 B1 B3 C1 C2 PROPOSED APXVLL19P 43-C-A20 ANTENNA (1 PER SECTOR) (TYP. 3) PROPOSED AIR6419 B41 ANTENNA (1 PER SECTOR) (TYP. 3) PROPOSED RADIO 4460 B25+B66 RRU (1 PER SECTOR) (TYP. 3) PROPOSED MOUNT MODIFICATIONS (REFER TO SHEETS AT THE END OF THIS PLAN SET) 1 C-501 2 C-501 3 C-501 Digitally Signed: 2024-03-21 SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.C-501 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 CONSTRUCTION DETAILS EXISTING OR PROPOSED MOUNTING PIPE PROPOSED RRU (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED RRU MOUNTING HARDWARE (INCLUDED WITH RRU) 3 PROPOSED RRU MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED ANTENNA EXISTING OR PROPOSED MOUNTING PIPE PROPOSED ANTENNA DOWNTILT BRACKET (PER MANUFACTURER) (INSTALL THIRD BRACKET IF REQUIRED) 2 PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED ANTENNA W/ BRACKET PER MANUFACTURER EXISTING OR PROPOSED MOUNTING PIPE 1 PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. EXISTING/PROPOSED MOUNTS AND/OR MOUNT MODIFICATIONS NOT SHOWN FOR CLARITY. REFER TO ANTENNA PLANS, MOUNT ANALYSES AND/OR MOUNT MODIFICATION DOCUMENTS FOR ADDITIONAL DETAIL. Digitally Signed: 2024-03-21 SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.E-501 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 GROUNDING DETAILS NOTES: 1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2.SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. PROPOSED CONNECTOR AND WEATHERPROOFING KIT 1 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. PROPOSED ANTENNA PROPOSED JUMPER PROPOSED WEATHERPROOFING KIT 2 E-501 3 E-501 GROUND BAR MOUNTED NEAR/BELOW ANTENNA (TO BE INSTALLED IF REQUIRED) #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION ANTENNA CABLE TO CABINET (TYP.) PROPOSED CABLE GROUND KIT PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED RRU GROUND LUG (TYP.) DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2 CABLE GROUND KIT CONNECTION DETAIL SCALE: N.T.S. TO ANTENNA TO EQUIPMENT TO GROUND BAR ANTENNA CABLE 2 1/2"Ø MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) GROUND KIT NOTES: 1. 2. 1/4" X 4" X 6" GROUND BAR (ERICO P/N: EGBA14406CC OR EQUAL) 3 TOWER GROUND BAR DETAIL SCALE: N.T.S. GROUND BAR NOTES: 1.GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2.GROUND BAR TO BE BONDED DIRECTLY TO TOWER. 3/8" SS LOCK WASHER (EACH SIDE) TWO-HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) 3/8" X 1-1/2" SS BOLT (EACH SIDE) VOLTS OCPD SIZE WIRE SIZE GROUND CONDUIT 120/240V OR 120/208V 80A/2P 3-#3 AWG #8 AWG 1-1/4" 100/2P 3-#2 AWG #8 AWG 1-1/4" 125A/2P 3-#3/0 AWG #6 AWG 2" 150A/2P 3-#3/0 AWG #6 AWG 2" 200A/2P 3-#3/0 AWG #6 AWG 2" 240V OR 208V 80A/2P 2-#3 AWG #8 AWG 1-1/4" 100/2P 2-#2 AWG #8 AWG 1-1/4" 125A/2P 2-#3/0 AWG #6 AWG 2" 150A/2P 2-#3/0 AWG #6 AWG 2" 200A/2P 2-#3/0 AWG #6 AWG 2" ELECTRICAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. 2.ATC HAS NOT VERIFIED ANY EXISTING T-MOBILE GROUND EQUIPMENT OR ELECTRICAL LOADING. PROPOSED WORK BASED ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE. CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS SUFFICIENT SPACE FOR PROPOSED BREAKER. PROPOSED CABLE AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW IN CHART. 3.FOR SPECIFIC CABINET / ANCILLARY EQUIPMENT WIRING REQUIREMENTS, THE T-MOBILE CONTRACTOR SHOULD REFERENCE DESIGN DOCUMENTS PROVIDED BY T-MOBILE FOR THIS CURRENT PROJECT CONFIGURATION, IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS & NEC STANDARDS & PRACTICES. 5 CABINET GROUNDING DETAIL SCALE: N.T.S. PROPOSED CABINET #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR 6 ELECTRICAL NOTES CONDUIT TYPE RMC (METALLIC) PVC LFMC EMT LFNC USE CASE AC, DC COMM AC POWER AC, DC, COMM INDOOR AC, DC COMM GROUND WIRE LOCATION ABOVE GROUND UNDERGROUND MAX 6' PER CONDUIT RUN, ABOVE GROUND ONLY INDOOR NOT EXPOSED TO THE OUTDOOR ENVIRONMENT (MUST BE DRY) CONCEALING AND PROTECTING BTCW RISERS ONLY USE CASE EXAMPLE ABOVE GROUND PPC TO SSC UNDERGROUND PPC TO SSC OR BACKHAUL TRANSPORT HUB TO SSC TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT TO BE USED WHERE IT CAN BE STEPPED ON CIRCUIT PANEL TO JUNCTION BOX GROUND RING TO MGB OR SSC STANDARD CONDUIT USE TABLE CONDUIT TYPE EMT (NOT PREFERRED) RMC NONMETALLIC (ALUMINUM) USE CASE OUTDOOR DC, COMM OUTDOOR/INDOOR PER NEC GUIDLINES LOCATION OUTDOOR WHEN USED WITH WATERTIGHT HUBS ONLY ABOVE GROUND USE CASE EXAMPLE BETWEEN EQUIPMENT AND BATTERY CABINET OR EQUIPMENT TO EQUIPMENT CABINETS FOR INTER CABINET CONNECTION MAT BE USED AS A LOWER COST ALTERNATIVE TO METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC: WW-C-540C, UL-6A, ANSI C80.5, NEC 344.10 (A) ALLOWS THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS EXCEPTION CONDUIT USE TABLE 4 CONDUIT USE TABLES SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-601 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 2 ANTENNA CONFIGURATION1CABINET CONFIGURATION SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-602 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 0 FOR CONSTRUCTION JM 03/20/24 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. · ·63"4"33.6" 8"25.6"4" REAR CLEARANCE25.6"25.6"25" DOOR OPEN25.6"25.6"2.5"17"5"22.5" 27" “ ” ” 1 ERICSSON 6160 SITE SUPPORT CABINET SPECIFICATIONS SCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-603 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 0 FOR CONSTRUCTION JM 03/20/24 SUPPLEMENTAL 20-60VDC15A DCINPUT+12V DCPSU250W 20-60VDC15A DCINPUT+12V DCPSU250W PS1 PS2 NOKIA 7250 IXR-E24SFP +8SFP282QSFP28 Reset SDCard PS2PS1 Stat Fan LOC USB MgmtConsole 1 2 3 4 5 6 7 8 9 10 11 12 1413 1615 17 18 19 2120 2322 24 25 26 27 28 3029 31 32 33 34 1PPS 20-60VDC15A DCINPUT+12V DCPSU250W 20-60VDC15A DCINPUT+12V DCPSU250W PS1 PS2 NOKIA 7250 IXR-E24SFP +8SFP282QSFP28 Reset SDCard PS2PS1 Stat Fan LOC USB MgmtConsole 1 2 3 4 5 6 7 8 9 10 11 12 1413 1615 17 18 19 2120 2322 24 25 26 27 28 3029 31 32 33 34 1PPS NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON 6160 CABINET DETAILS SCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-604 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 0 FOR CONSTRUCTION JM 03/20/24 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON 6160 ELECTRICAL DETAILS SCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-605 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 0 FOR CONSTRUCTION JM 03/20/24 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 4" 1 ERICSSON 6160/B160 CONDUIT ROUTING DETAILS SCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-606 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 0 FOR CONSTRUCTION JM 03/20/24 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON B160 BATTERY CABINET SPECIFICATIONS SCALE: N.T.S.63"29.5" 27.5"2"4" REAR CLEARANCE2'-1 5/8"27.5"26.5"· · “ ” ” SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-607 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. I O N OK I A I O 34097 - NOKIA 7250 IXR-e ROUTER w/ GNSS2 SCALE: N.T.S. 34553 - ERICSSON 6651 RAN PROCESSOR1SCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-608 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 SUPPLEMENTAL SCALE: N.T.S.3 34373 - ERICSSON 4460 RADIO B2/25 B66 LEFT Y1 1695-2690 MHz 1695-2690 MHz Y2 1695-2690 MHz 1695-2690 MHz RIGHT Y1 Y2 SCALE: N.T.S.2 34403 - RFS APXVLL19P_43-C-A20 NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT.  34552 - ERICSSON AIR 6419 BAND 411SCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-609 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. 1 MOUNT ANALYSIS SHEET NUMBER:REVISION:Copyright © 2024 ATC IP LLC, All Rights Reserved.R-610 SEAL: DESCRIPTIONREV.DATEBY ATC TOWER SERVICES, LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: SH213/ATC - NORTHAMPTON 14578292_G0 4SH0213CCUST. #: 15035 114 GLENDALE ROAD FLORENCE, MA 01062 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 15035 NORTHAMPTON LANDFILL MA SH213/ATC - NORTHAMPTON ATC SITE NAME: 0 FOR CONSTRUCTION JM 03/20/24 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. 1 MOUNT ANALYSIS