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39-060 (29) 22 ATWOOD DR BP-2019-0852 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 39-060 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Catego : Antenna radio heads BUILDING PERMIT Permit# BP-2019-0852 Project# JS-2019-001413 Est. Cost: $20000.00 Fee: $140.00 PERMISSION IS HEREB Y GRANTED TO: Const.Class: Contractor: License: Use Group: CROWN CASTLE 066811 Lot Size(sq. ft.): 194756.76 Owner: ATWOOD DRIVE LLC Zoning: Applicant. CROWN CASTLE AT. 22 ATWOOD DR Applicant Address: Phone: Insurance: 3 CORPORATE PARK DR SUITE 101 (518)373-3543 WC CLIFTON PARKNY12065 ISSUED ON.21112019 0:00:00 TO PERFORM THE FOLLOWING WORK.T-MOBILE TO INSTALL 3 ANTENNAS, 3 RRUS AND 1 HYBRID FIBER CABLE TO EXISTING ANTENNA PLATFORM ON EXISTING TOWER, NO GROUND CHANGES POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 2/1/2019 0:00:00 $140.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2019-0852 APPLICANT/CONTACT PERSON CROWN CASTLE ADDRESS/PHONE 3 CORPORATE PARK DR SUITE 101 CLIFTON PARK (518)373-3543 PROPERTY LOCATION 22 ATWOOD DR MAP 39 PARCEL 060 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid !ypeof Construction: T-MOBILE TO INS ALL 3 T AS 3 RRUS AND 1 HYBRID FIBER CABLE TO EXISTING ANTENNA PLATFORM ON e&ISTINetOWER,NO GROUND CHANGES New Construction Non Structural interior renovations Addition to Existing AccessoEy Structure Building Plans Included: Owner/Statement or License 066811 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFy6RMATION PRESENTED: ✓✓ Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR_ Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 14-j 'hill Signature of Building Official Date / / Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Versionl.7 Commercial Building Permit May 15,2000 City of Northampton a e Building Department a ;i 212 Main Street Room 100 er eir ifa Northampton, MA 01060 CV e o tact a s phone 413-587-1240 Fax 413-587-1272 Ib s Ot a 221 APPLICATION TO CONSTRUCT,REPAIR, RENOVATE,CHANGE THE USE1OI?O'CCUWAPICY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWC FAMILY DWELLING I SECTION 1 -SITE INFORMATION .J A N 2 1.1 Property Address: This section to be complet dd by'office 22 Atwood Drove Ma °F dotUnit VA, Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ATWOOD DRIVE LLC 1 ATWOOD DRIVE Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: Will Stone 13 Corporate Park Dr, Suite 101, Clifton Park, N Name(Print) �2 Current Mailing Address: (518) 373-3543 Signature Telephone SECTION 3-ESTIMATED CONSTRUC I COSTS Item Est ated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $20,000.00 (a)Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Pennit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ 4 Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other ❑✓ Brief Description T-Mobile to install 3 antennas, 3 RRUs, and 1 Hybrid Fiber cable to existing antenna platform Of Proposed Work: on existing tower. No ground changes proposed. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑✓ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility Specify: Telecom M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: ITelecom Proposed Use Group: ITelecom Existing Hazard Index 780 CMR 34):1 Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so _ 1St 1 sr 01 2nd 2nd 3 d 3rd 0 4 t 0 4m Total Area(sf) Total Proposed New Construction s 0 Total Height(ft) Total Height ft 132 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone 0 Outside Flood Zone[Z] Municipal ❑ On site disposal system[] Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size I No chancre I I Frontage I 'No chancre Setbacks Front C� Side L:= R:= L:= RE Rear 0 Building Height 132 Bldg. Square Footage Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces 0 Fill: volume&Location NOne propos A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES IF YES: enter Book1 -1 Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained 0 , Date Issued: C. Do any signs exist on the property? YES ® NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO G IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: 16865 Deerpath Road, Elkridge, MD 21075 Not Applicable E3 Name(Registrant): 149647 16865 Deerpath Road, Elkridge, MD 21075 I Registration Number I Address i (443) 592-3143 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Crown Castle Not Applicable ❑ Company Name: Jeff Barbadora Responsibl In Charge of Construction 3 Corp to Park Dr, Suite 101, Clifton Park, NY 12065 Address (518) 373-3543 Sign ure Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT i I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Will Stone - Crown Castle as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Sicined under the pains and penalties of permury. Will Stone Print Name 101/28/2019 Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder. Jeff Barbadora CS-066811 License Number 94 Pond t, Natick, MA 01760 06/19/2019 Address Expiration Date (781) 970-0053 Sign ture Telephone SE N 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes E) No City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 22 Atwood Dr The debris will be transported by: No debris expected The debris will be received by: Building permit number: Name of Permit Applicant Will Stone 1/28/19 aj ::�;z Date Signature ofermit Applicant Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Siandards Construction'Supervisor CS-066611 Expires:06/301201 g r JEFFREY W BARBADORA 94 POND ST NATICK MA 01760 Commissioner Cd- Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For Information about this license Call(917)727-3200 or visit www.mass.gov/dpl The Commonwealth of Massachusetts f Department oflndustrialAccidents I Congress Street, Suite 100 Boston,MA 02114-2017 VeY'�e www.mass.gov/dia Workers'Compensation Insurance Affidavit:General Businesses. TO 13E FILED WITH THE PERMITTING AUTHORITY. Applicant Information /� C-6- �� Please PrintLegibly `Legib Business/Organization Name: ( f 0l \ t_-6-S k4 rr\��0.1�� 1 Address: /,,2�.2 /�1 �i�;yr S` f .t J i 7��' (' D t,- City/State!Zip: 7;CSphone#: Are you �an employer?Check the appropriate box: Business Type(required): 1.LI I am a employer with bC0 employees(full and/ 5• ❑Retail or part-time).* 6. FlRestaurant./Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. Office and/or Sales(incl.real estate,auto,etc.) employees working for me in any capacity. [No workers'comp.insurance required] 8• Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§1(4),and we have 10.❑Manufacturing. no employees. [No workers'comp.insurance required]** 11.❑Health Care 4.❑ We are a non-profit organization,staffed by vohmteers, ,- with no employees. [No workers' comp.insurance req.] 12.[�Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box 0. I ant an employer that is providing workers'cojignsa it insurance for my employees. Below is the policy information. Insurance Company Na/me ��►�; .� ( Insurer's Address:0-/o .12 (!n1�.rrj ZC\4 City/State/Zip: t _V1 )e7 -30` Policy#or Self-ins.Lie.# f 2 7 7f3.-( — / Expiration Date: 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 e. 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 r insurance coverage verification. Ido hereby ce %,umd Videpains and penalties of perjury that the information provided above is true and correct. SiLm Date: S/1317-04 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(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.mass.gov/dia -ACC?R"® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 03/29/2018 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Pennsylvania, Inc. -P ONE ' FAX c/o 26 Century Blvd. 877-945-7378 888-467-2378 _ P. 0. Box 305191 E-MAIL Nashville, TN 37230-5191 ss certificatesQwillis.com INSURER(S)AFFORDINGCOVERAGE NAIC# INSURERA: Federal Insurance Company 20281-005 INSURED Crown Castle International INSURER B: Travelers Property Casualty Co of Amer 25674-001 See Attached Named Insured List INSURERC:Berkshire Hathaway Specialty Insurance Col 22276-001 1220 Augusta Dr. Suite 600 Houston, TX 77057 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:26201373 REVISION NUMBER: 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. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 7021-02-28 4/1/2018 4/1/2019 EACHOCCURRENCE $ 11000,000 CLAIMS-MADE X OCCUR PRRGETT ERRENTED occurence) S 1,000,000 MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 X POLICY PRO LOC JECT PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY TC2JCAP-474M9749TIL18 4/1/2018 4/1/2019 COM BINED SINGLE LIMIT (Ea accident) $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ OWNEDSACHEDULED AUTOS ONLY UTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ C 4UMBRELLALIABOCCU R 47-UMO-303445-02 4/1/2018 4/1/2019 EACHOCCURRENCE S 5,000,000 EXCESS LIABN CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X RETENTION$ 25,000 $ LITEIB WORKERS COMPENSATION TRKUB-474M970-1-18 4/1/2018 4/1/2019 X PER ETH- R_ AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A TC2JUB-474M969-4-18 4/1/2018 4/1/2019 E.L.EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? 4MandatoryinNH) E.L.DISEASE-EA EMPLOYEE $ 11000,000 f yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: 800530 MA NORTHAMPTON II CAC 800530 See Attached: CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTH ZED REPRES ATIVE O&S PARTNERSHIP c/o Ed O'Leary/R.Shumway 12 Hallock St. AMHERST, MA 01002 Co11:5195437 Tpl:2208916 Cert:26201373 ©1988-2015ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 713115 LOC#: ACORO® ADDITIONAL REMARKS SCHEDULE Page-2-of -21— AGENCY . NAMED INSURED Crown Castle International Willis of Pennsylvania, Inc. See Attached Named Insured List POLICY NUMBER ^I 1220 Augusta Dr. Suite 600 Houston, TX 77057 See First Page CARRIER NAIC CODE See First Page EFFECTIVEDATE: See First Page ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Certificate Holder is included as an Additional Insured under the General Liability, Automobile Liability and Umbrella/Excess Liability policies as their interest may appear and as required by written agreement and only with respect to the liability arising out of the operations performed by or on behalf of the Named Insured. The General Liability, Automobile Liability, Umbrella/Excess Liability and Workers Compensation policies include a Waiver of Subrogation in favor of the Additional Insured when required by written contract but always subject to the policy terms, conditions and exclusions and as permitted by law. ACORD 101 (2008101) Coll:5195437 Tpl:2208916 Cert:26201373 ©2008ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Crown Castle International Corp.Consolidated Subsidiaries as Named Insureds 241 Chesapeake Holdiags,LLC Crum Castle btaamooad Corp.de Punto Global Signal Holding;III LLC Rico 24'7 1fiid-Ad11311c N&tOV k of4 agima,LLC Crmn Castle Iatemaeoaal LLC Global Sipal H*Wmp R?LLC 2,V7141id-Ad3atic Neta uk LLC Cro=Castle Imismrant Corp. Global Signal Operate Partnership,L.P. Accts,Fiber Group Holdiw LLC Cromer Castle hn-asmant R Corp. Global Signal Senior,LLC Accesz Fiber Group,l- Crania Castle?II!M flddmg Corp. GoldmState Toms.LLC AnComn of Aaron L.L.C. Croren Castle 111tif Ho1ar4 LLC GS Smog Inn Atlandic Coast Com=n caiica>LLC Crony Castle MU LLC GSPN koangibles LLC CA-CLEC LLC Cream Castle MUPA LLC High Point Manapmrot Co.LLC CC Castle Ioteaabonal LLC Qo=Castle NG AO—tic LLC ICB Tomas,LLC CC Edge LLC Crocco Castle NG Central LLC hdaSaace FL LLC CC Edge Solubms LLC Cions Castle NGEa.-t LLC USM Fiber of'vaginia LLC CC Emmet LLC Croom Castle NG Netmaits LLC InSTM Solutions LLC CC FN Hddinp LLC Croaaa Castle NG Gest LLC Interstate Tuaw Cortmennicab=LLC CC Holdings GS V LLC Cm%Castle Operating Cammy Intracoastal City Tmm LLC CC Site Acquisitims n LLC Crown Castle Operating LLC Da Center,LLC CC&mmys Fiber Nommim LLC Crown Castle Orlando Corp. im W5lsbire,LLC CC TAi PA LLC Cmm Castle PR LLC JKM Towers LLC CC Towers Guarantor LLC Cm-11 Castle PR Sohiticros LLC Light Tower Claingbouse LLC CC Ta n Holding LLC Cramm Castle PT Inc. Light Tooter Fiber New York,Inc.OM CC TS LLC Cmm Castle Put to Rico Corp. Light Tower Haldmp LLC CCATT Hddmp LLC Croom Castle Seniors LLC Light Tower Management,lnc. CCATT LCC Cmm CA%"Solubms LLC Light Toner Metro Fiber LLC CCATT PR LLC Cfos%Castle South LLC Ligifte er Fiber Whstr dm Cap. CM Holdings Corp. Cions Castle TDC LLC LWitower Fiber Netmorks I,LLC CCPE Acqubitions LLC Crean Castle TLA LLC Lightomw Fiber Netvm&A LLC On) CCPR Vl Tower Newco LLC Clereta Castle Towns 05 LLC LTS BoLver LLC CCS&E LLC Clower Castle Towers 06.2 LLC US Gtmp Hddngs LLC CM Hokbw LLC Cmm Castle Towers 09 LLC LTS Itdermediata Holdaip AUC CCTM Hd"P LLC Cwwn Castle Tomas LLC LTS Iabaauediata Holdmv B LLC CC=LLC Cmw:%Code USA Inc. LTS Itmetmediate Holdiop C LLC CON12LLC CYaaaCaametmicatimLLC Md7Capitol One,LLC CCTMO ILC Cryan Conmmmieatim Now York,Inc. Mobile Media California LLC Cbmapsake Fiber,LLC Croon Mobde Systems,hx. Mobil Media Naaiaoal LLC Coastal Aateaoas LLC DAS DDerelq mnd Carpntatiam Modeo LLC CanSite Vesove,Inc. Fiber Technologies Networks,LLC. Ma'Cell RET 1 LLC Cmwap Phis Amino—Sysbans LLC Flermet Direct Florida LLC MWCell TRS 1 ILC Crm Camect Solations,Lac.(PA) Fr and Direct Haldiap LLC NEON Transco®,Inc. Crown Atlanhe C ;my LLC Frberaet Direct TEL ILC NawPA Netav&Hddmg IIC Chong Castle AS LLC Fiberaet Davct Texas LLC NewPa&Networks LLC Cmm Castle Atlantic LLC Fbertmh Facilities Corp.OM NY-CLEC LLC Cmma Castle Angmta LLC Fibeetech Holdings Corp. OP 2 LLC Cro%%Casde BP ATT ILC Frbertech Netamdcs,LLC OP LLC Crony .Castle CA Cap. Freedom Telecomemmications,LLC P3 CHB-1,LI.0 Cmmm Castle GS III Corp. Global Signal Acgw=h os E LLC P3 Holdings 2014 LLC Crown Castle GT Compmy LLC Global Signal Acgtasitims III LLC P3 OASA-1,LLC Cmw%Casde GT Cory. Global Signal Acgmisitians N ILC P3 PBA-1,LLC Cromn Castle GT Holding Sub LLC Global Sipal Acquisitions LLC PA-CLEC LLC Cmm%Castle International Cap. Global Signal GPLLC Crown Castle International Corp.Consolidated Subsidiaries as Named Insureds Entity Name 11/0112017a i i• Pinnacle Sm Aatanio L.L.C. Touds Fiero ILC Pinnacle St Louis LLC TnS=Imeskot,LLC Pinn"Toaw,Aoq=ihon Holdmp,LLC Tmr,LLC Pizzacle Town,Acgnismon LLC VVA-CLEC LLC Pinn"Toums Asset Hoklmw LLC RCP an+doss Lw-A Snb-teary,LLC Pmn"Towns Cmada,Inc. UICP'l�i nrdas Sit&Ful LLC Pinnacle TOWN,III LLC WCP Wireless Site Holdoo LLC Pioaacle Tawe,Limited VU'CP Violas Site Non-RE Fundwj LLC Pi=Wle Twor,LLC '%XP Winless Site'Ian-RE Holdco LLC Pinnacle Towel,V loc. IM Waxless Site RE Funding LLC PR Site Desedopm of Cap== '%X?Witless Site RE Holdco LLC PR TDC Caepaaation Wilcon Hd&W LLC hiocataa Aoaillmy Seniors II LLC Wilson Opaationz LI.0 Pn=*tn Ancsllxry Senses III LLC V albitr Cooaection,LLC Radio Sloan'%rAD LLCR'ibbire S4MUw,Ur RGP Taaw Grow,LLC Aweless Pendia;LLC Shd*&A,soeiates,Ines. Witless Rally Hoklizip II,LLC Sidon Nowo&s UK Lusted(LM Witness Remise hoputios,LLC Sidon Netwoks,Inc. Yank"Metro Panot,Inc, Sion Twists,Inc. SUM"EotopsinLLC Swim of Massachtssetls,LLC SUMMI of Wginia,Inc. Sucom,LLC Thtutder Tows LLC Town D4%vkpntw Coepwalion T=w Syshon LLC Tow Technology Company of Jacksamille LLC Tower Ventorm III,LLC TowoOne 2012,LLC TcrRvOne Alletttoam 001,LLC ToRwOne Bethlehem 001,LLC TaRmOsw Day1asilcum,LLC TowrtOne East Rockhill 001;LLC To%wOne Nftep*ILC TomwOoe M Matomm 001,LLC TonvOw Middletown 002,LLC TonmOne Lidddetoam 003,LLC TonwOne Notth Co%wtty,LLC ToRmOn s Palmers,LLC ToRwDoe Riclsla .LLC TaRwO Upper Potesgrm 002.LLC ToRwOne Upper Pottsgrosy,LLC Towu0be W=zn%w 001 LLC ToRmOmo Waawoon 00'.,LLC Tonus Fiero Il LLC Towers Fmco III ILC a_ Pier Structural Engineering Corp. ♦ 55 Northfield Drive E, Suite 198 Waterloo, ON N2K 3T6 Tela 519-885-3806 Who Fax:519-884-3806 ;; www.p-sec.ca November 27, 2018 Denice Nicholson, Tower Structural Analyst Crown Castle 3 Corporate Park Drive Suite 101 Clifton Park, NY 12065 Subject. Structural Analysis Report Carrier Designation: Carrier Co-Locate: Metro PCS Carrier Site Number: 4SHM051A Carrier Site Name: Nampton_CCI_MP Crown Castle Designation: Crown Castle BU Number: 800530 Crown Castle Site Name: MA NORTHAMPTON II CAC 800530 Crown Castle JDE Job Number: 544206 Crown Castle WO Number: 1664407 Crown Castle Order Number: 467520 Rev. 1 Engineering Firm Designation: P-SEC Project Number: 19028 Site Data: ATWOOD DRIVE, NORTHAMPTON, Hampshire County, MA Latitude 420 18'9.77", Longitude-72'37'30.74" 162-ft Monopole Tower Dear Denice Nicholson, Pier Structural Engineering Corp. (P-SEC) is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1293790, in accordance with order 467520, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 117 mph as required by the Massachusetts State Building Code, Ninth Edition. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. We at P-SEC appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Joseph Andre, E.I.T. "AA4 Respectfully submitted by: or 0 P, ,EY : IL -+ ° No.48015 IS Martin Piercey, P.E., P.Eng. i a��l MA PE# 48015 tnxTower Report-version 8.0.4.0 Pier Structural Engineering Corp. 55 Northfield Drive E.Suite 198 Waterloo, ON N2K 3T6 _ Tel:519-885-3806 SECFax:519-884-3806 www.p-sec.ca November 27, 2018 Denice Nicholson, Tower Structural Analyst Crown Castle 3 Corporate Park Drive Suite 101 Clifton Park, NY 12065 Subject. Structural Analysis Report Carrier Designation: Carrier Co-Locate: Metro PCS Carrier Site Number: 4SHM051A Carrier Site Name: Nampton_CCI_MP Crown Castle Designation: Crown Castle BU Number: 800530 Crown Castle Site Name: MA NORTHAMPTON II CAC 800530 Crown Castle JDE Job Number: 544206 Crown Castle WO Number: 1664407 Crown Castle Order Number: 467520 Rev. 1 Engineering Firm Designation: P-SEC Project Number: 19028 Site Data: ATWOOD DRIVE, NORTHAMPTON, Hampshire County, MA Latitude 420 18'9.77", Longitude-72°37'30.74" 162-ft Monopole Tower Dear Denice Nicholson, Pier Structural Engineering Corp. (P-SEC) is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work'and the terms of Crown Castle Purchase Order Number 1293790, in accordance with order 467520, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 117 mph as required by the Massachusetts State Building Code, Ninth Edition.Applicable Standard references and design criteria are listed in Section 2 -Analysis Criteria. We at P-SEC appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Joseph Andre, E.I.T. Respectfully submitted by: Martin Piercey, P.E., P.Eng. MA PE# 48015 tnxTower Report-version 8.0.4.0 November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.4.0 November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 3 1) INTRODUCTION This tower is a 162-ft Monopole tower originally designed by ENGINEERED ENDEAVORS, INC. The original design wind speed and code are unknown.The tower has been modified per reinforcement drawings prepared by AeroSolutions of 2008. Reinforcement consists of the addition of shaft reinforcement between elevations 114'and 129'. 2)ANALYSIS CRITERIA The following design parameters have been used in our analysis: Design Standard: TIA-222-H Standard County/State: Hampshire County, MA Wind Speeds: CASE 1 117 mph (3-second gust) CASE 50 mph (3-second gust)with 2" radial solid ice CASE 3 60 mph (3-second gust)for serviceability Exposure Category: C Topographic Category: 1 Risk Category: II Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level(ft) Elevation Manufacturer (ft) Antennas Lines Size(in) 3 andrew LNX-6515DS-A1 M 3 ericsson ERICSSON AIR 21 132A B4P 132 132 3 ericsson ERICSSON AIR 21 134A 132P 7 1-5/8 3 ericsson RRUS 11 B12 1 -- T-Arm Mount[TA 702-3] Table 2-Other Considered Equipment Center Number Number Feed Mounting .Line of Antenna Antenna Model of Feed Line Level (ft) Elevation' Manufacturer (ft) Antennas Lines Size(in) 158 160 1 telewave ANT150F2 1 7/8 158 1 -- Side Arm Mount [SO 701-1] 3 alcatel lucent RRH2X40-AWS 6 andrew HBXX-6517DS-A2M 3 andrew LNX-6515DS-A1 M 1 antel BXA-70063/6CF 153 3 antel LPA-80063/4CF 15 1 1/2 1 1/2 152 2 decibel DB846F65ZAXY 1 gps GPSA 2 rfs celwave DB-B1-6C-8AB-0Z 6 rfs celwave FDGW5504/1 C-3 152 1 -- Platform Mount[LP 712-1] 151 3 alcatel lucent TME-RRH2x60-1900 3 ericsson RRUS 11 141 143 1 raycap DC6-48-60-18-8F -- -- 141 1 -- Pipe Mount[PM 601-3] tnxTower Report-version 8.0.4.0 November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 1 andrew SBNHH-1 D65A 2 cci antennas HPA-65R-BUU-H8 6 kathrein 80010122 3 ericsson RRUS 32 B2 142 12 1-5/8 3 kathrein 78210253 139 2 kathrein 782-10250 1 3/8 6 powerwave LGP21401 2 raycap DC6-48-60-18-8F 139 4 kathrein 782-10250 1 -- I Platform Mount[LP 712-1] 3)ANALYSIS PROCEDURE Table 3-Documents Provided Document Remarks Reference Source FOUNDATION DRAWINGS EEI Proj. No. 7104 834883 CCISITES dated 6/7/2000 GEOTECHNICAL REPORT Clarence Welti Assoc. 834886 CCISITES dated 8/18/1998 TOWER DRAWINGS EEI Proj. No. 7104 834878 CCISITES dated 6/7/2000 REINFORCEMENT DRAWINGS AeroSolutions 5303676 CCISITES dated 9/19/2014 POST MOD INSPECTION SGS Proj. No. 145754 5303676 CCISITES dated 12/21/2014 APPLICATION Metro PCS Rev#1 467520 CCISITES dated 11120/2018 3.1) Analysis Method tnxTower (8.0.4.0), a commercially available analysis software package, was used to create a three- dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report-version 8.0.4.0 November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 5 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower\structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) P-SEC did not analyze antenna supporting mounts as part of this analysis report and assumed they are structurally sufficient. It is the carrier's responsibility to ensure structural compliance of their existing and/or proposed antenna supporting mounts. 5) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package dated 11/22/2018. This analysis may be affected if any assumptions are not valid or have been made in error. P-SEC should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) Component Critical % Elevation(ft) Size Pass/Fail Type Element Capacity 162-157 Pole TP14.3x13x0.1875 Pole 0.6% Pass 157-152 Pole TP1 5.6x14.3x0.1 875 Pole 1.6% Pass 152-147 Pole TP16.9x15.64.1875 Pole 18.3% Pass 147-142 Pole TP1 8.2x16.9x0.1 875 Pole 29.0% Pass 142-137 Pole TP19.501x18.2x0.1875 Pole 44.8% Pass 137-132 Pole TP20.801x19.5010.1875 Pole 58.3% Pass Reinf. 1 Tension 132-126.9 Pole+Reinf. TP22.127x20.801x0.4125 Rupture 56.7% Pass Reinf. 1 Tension 126.9-126.67 Pole+Reinf. TP22.188x22.1274.4125 Rupture 57.2% Pass Reinf. 1 Tension 126.67-121.67 Pole+Reinf. TP23.488x22.188x0.4 Rupture 67.5% Pass Reinf.1 Tension 121.67-116.87 Pole+Reinf. TP25.71x23.4884.3875 Rupture 76.0% Pass 116.87-112.121 Pole I TP25.577x24.360.3125 Pole 58.8% Pass 112.12-107.121 Pole I TP26.857x25.5774.3125 Pole 62.0% Pass 107.12-102.12 Pole I TP28.138x26.857x0.3125 Pole 64.5% Pass 102.12-97.12 Pole TP29.419x28.1384.3125 Pole 66.4% Pass 97.12-92.12 Pole TP30.699x29.4194.3125 Pole 68.4% Pass 92.12-89.28 Pole TP32.6x30.699x0.3125 Pole 69.5% Pass 89.28-84.28 Pole TP32.086x30.8024.375 Pole 60.80% Pass 84.28-79.28 Pole TP33.371x32.086x0.375 Pole 61.4% Pass 79.28-74.28 Pole TP34.655x33.371x0.375 Pole 61.8% Pass 74.28-69.28 Pole TP35.94x34.6550.375 Pole 62.1% Pass 69.28-64.28 Pole TP37.224x35.940.375 Pole 62.8% Pass 64.28-59.28 Pole TP38.509x37.2244.375 Pole 63.5% F Pass 59.28-54.28 Pole TP39.793x38.5094.375 Pole 64.1% Pass 54.28-49.28 Pole TP41.078x39.793x0.375 Pole 64.6% Pass 49.28-47.96 Pole TP42.94x41.078x0.375 Pole 64.7% Pass tnxTower Report-version 8.0.4.0 November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 6 47.96-41.03 Pole TP42.449x40.667x0.375 Pole 67.4% Pass 41.03-36.03 Pole TP43.735x42.449x0.375 Pole 67.8% Pass 36.03-31.03 Pole TP45.02x43.735x0.375 Pole 68.1% Pass 31.03-26.03 Pole TP46.306x45.02x0.375 Pole 68.5% Pass 26.03-21.03 Pole TP47.592x46.306x0.375 Pole 68.8% Pass 21.03-16.03 Pole TP48.878x47.592x0.375 Pole 69.1% Pass 16.03-11.03 Pole TP50.164x48.878x0.375 Pole 69.4% Pass 11.03-6.03 Pole TP51.449x50.164x0.375 Pole 69.6% Pass 6.03-1.03 Pole TP52.735x51.449x0.375 Pole 69.9% Pass 1.03-0 Pole TP53x52.735x0.375 Pole70.0% Pass Summary Pole 1 70.0% Pass Reinforcement 1 76.0% 1 Pass Overall 76.0% Pass Table 5-Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass/Fail Anchor Rods 62.2 Pass Base Plate 73.8 Pass 2 Foundation-Structural 0 67.7 Pass Foundation-Soil Interaction 74.9 Pass Structure Rating (max from all components)_ 76.0% Notes: 1)See full member breakdown and section capacities in Appendix A. 2)See additional documentation in Appendix C for supporting calculations. 3)Rating per TIA-222-H Section 15.5 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. Should you have any questions, please call us anytime at 519-885-3806. encl. BU800530_467520 SA Report_20181127.doc tnxTower Report-version 8.0.4.0 November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 7 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.0.4.0 162_0 ft 0 0 157.0 ft aD o 152.0 ft MATERIAL STRENGTH g GRADE Fy Fu GRADE Fy Fu 16 o 47.0 ft A572-65 165 ksi 80 ksi 142.0 ft TOWER DESIGN NOTES N N 1. Tower is located in Hampshire County.Massachusetts. ^' 137.0 ft 2. Tower designed for Exposure C to the TIA-222-H Standard. N m3. Tower designed for a 117 mph basic wind in accordance with the TIA-222-H Standard. a men" JAM c40 4. Tower is also designed for a 50 mph basic wind with 1.70 in ice.Ice is considered to increase 132.0 ft n thickness with height. �2 oR I Mimi I I 1M 5. Deflections are based upon a 60 mph wind. m w 126.9 ft 6. Tower Risk Category II. g 8 7. Topographic Category 1 with Crest Height of 0.00 ft 121 7 ft 8. TIA-222-H Annex S N9• ----------------------------------------------------- 10. E-Existing.R/MLA-Reserved,P-Proposed 11. Proposed loading at 132ft elevation N N 12. Reserved loading at 139ft elevation 113.1 ft 13. TOWER RATING:76% N 107.1 ft O O N G 102.1 ft a N v 97.1 ft O d 6 o N 92.1 ft o 84.7 It n O � o o cu 79.3 it r Q o 74.3 ft 69.3 ft O N 16 N G 64.3 It O N 0 59.3 R c� N 0 54.3 ft < o o < 49.3 ft 0 N N � 42.0 ft ALL REACTIONS n 36.0 ft AREFACTORED e < o AXIAL a a 31.0 ft 73K o 26.0 ftft SHE MOMENT M o m 8K 1024 kip-ft 0 o a 21.0 ft oN TORQUE 0 kip-ft a 16.o ft 50 mph WIND-1.700 in ICE � b O 11.0 ft AXIAL M a 41K soft SHEMOMENT loft M ' 28 K yy 3237 kip-ft � o TORQUE 0 kip-ft REACTIONS-117 mph WIND Pier Structural Engineering Corp. °b PSEC Job#19028(for AT&T Mobility A 168 Lexington Court Project:800530-MA NORTHHAMPTON II CAC 8005 �SEv Client: Drawn b App'd. Waterloo, Ontario CROWN CASTLE Y JA Phone:519-885-3806 Code: TIA-222-H Date:11/27/18 scale: NTS FAX:519-884-3806 Path: Dwg No.E-1 tnxTower Job PSEC Job#19028 (for AT&T Mobility) Page1 of 20 Pier Structural Engineering Project Date Corp. 800530- MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FA519-884-3806 JA X Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Hampshire County,Massachusetts. Tower base elevation above sea level: 118.00 ft. Basic wind speed of 117 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height 0.00 ft. Nominal ice thickness of 1.700 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph*.is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. TIA-222-H Annex S. ----------------------------------------------------- E-Existing,R/MLA-Reserved,P-Proposed. Proposed loading at 132ft elevation. Reserved loading at 139ft elevation. TOWER RATING: 76%. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.05. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FLA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Page WxTower Job PSEC Job#19028 (for AT&T Mobility) Pa g 2 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE JA FAX 519-884-3806 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 162.00-157.00 5.00 0.000 18 13.000 14.300 0.188 0.750 A572-65 (65 ksi) L2 157.00-152.00 5.00 0.000 18 14.300 15.600 0.188 0.750 A572-65 (65 ksi) L3 152.00-147.00 5.00 0.000 18 15.600 16.900 0.188 0.750 A572-65 (65 ksi) L4 147.00-142.00 5.00 0 000 18 16.900 18.200 0.188 0.750 A572-65 (65 ksi) L5 142.00-137.00 5.00 0.000 18 18.200 19.501 0.188 0.750 A572-65 (65 ksi) L6 137.00-132.00 5.00 0.000 18 19.501 20.801 0.188 0.750 A572-65 (65 ksi) L7 132.00-126.90 5.10 0.000 18 20.801 22.127 0.412 1.650 A572-65 (65 ksi) L8 126.90-126.67 0.23 0.000 18 22.127 22.188 0.412 1.650 A572-65 (65 ksi) L9 126.67-121.67 5.00 0.000 18 22.188 23.488 0.400 1.600 A572-65 (65 ksi) L10 121.67-113.12 8.55 3.750 18 23.488 25.710 0.388 1.550 A572-65 (65 ksi) L11 113.12-112.12 4.75 0.000 18 24.360 25.577 0.313 1.250 A572-65 (65 ksi) L12 112.12-107.12 5.00 0.000 18 25.577 26.857 0.313 1.250 A572-65 (65 ksi) L13 107.12-102.12 5.00 0.000 18 26.857 28.138 0.313 1.250 A572-65 (65 ksi) L14 102.12-97.12 5.00 0.000 18 28.138 29.419 0.313 1.250 A572-65 (65 ksi) L15 97.12-92.12 5.00 0.000 18 29.419 30.699 0.313 1.250 A572-65 (65 ksi) L16 92.12-84.70 7.42 4.580 18 30.699 32.600 0.313 1.250 A572-65 (65 ksi) L17 84.70-84.28 5.00 0.000 18 30.802 32.086 0.375 1.500 A572-65 (65 ksi) L18 84.28-79.28 5.00 0.000 18 32.086 33.371 0.375 1.500 A572-65 (65 ksi) L19 79.28-74.28 5.00 0.000 18 33.371 34.655 0.375 1.500 A572-65 (65 ksi) L20 74.28-69.28 5.00 0.000 18 34.655 35.940 0.375 1.500 A572-65 (65 ksi) L21 69.28-64.28 5.00 0.000 18 35.940 37.224 0.375 1.500 A572-65 (65 ksi) L22 64.28-59.28 5.00 0.000 18 37.224 38.509 0.375 1.500 A572-65 (65 ksi) L23 59.28-54.28 5.00 0.000 18 38.509 39.793 0.375 1.500 A572-65 (65 ksi) L24 54.28-49.28 5.00 0.000 18 39.793 41.078 0.375 1.500 A572-65 (65 ksi) L25 49.28-42.03 7.25 5.930 18 41.078 42.940 0.375 1.500 A572-65 (65 ksi) L26 42.03-41.03 6.93 0.000 18 40.667 42.449 0.375 1.500 A572-65 (65 ksi) L27 41.03-36.03 5.00 0.000 18 42.449 43.735 0.375 1.500 A572-65 (65 ksi) L28 36.03-31.03 5.00 0.000 18 43.735 45.020 0.375 1.500 A572-65 (65 ksi) L29 31.03-26.03 5.00 0.000 18 45.020 46.306 0.375 1.500 A572-65 (65 ksi) WxTower Job Page PSEC Job#19028 (for AT&T Mobility) 3 of 20 Pier Structural Engineering Project Date Corp. 800530 - MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE JA FAX.519-884-3806 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L30 26.03-21.03 5.00 0.000 18 46.306 47.592 0.375 1.500 A572-65 (65 ksi) L31 21.03-16.03 5.00 0.000 18 47.592 48.878 0.375 1.500 A572-65 (65 ksi) L32 1603-11,03 5.00 0.000 18 48.878 50.164 0.375 1.500 A572-65 (65 ksi) L33 11.03-6.03 5.00 0.000 18 50.164 51.449 0.375 1.500 A572-65 (65 ksi) L34 6.03-1.03 5.00 0.000 18 51449 52.735 0.375 1.500 A572-65 (65 ksi) L35 1.03-0.00 1.03 18 52.735 53.000 0.375 1.500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in, in, in in in' in' in, in LI 13.172 7.625 158.142 4.548 6.604 23.946 316.492 3.813 1.958 10.443 14.492 8.399 211.334 5.010 7.264 29.091 422.946 4.200 2.187 11.663 L2 14.492 8.399 211.334 5.010 7.264 29.091 422.946 4.200 2.187 11.663 15.812 9.173 275.287 5.472 7.925 34.737 550.936 4.587 2.416 12.883 L3 15.812 9.173 275.287 5.472 7.925 34.737 550.936 4.587 2.416 12.883 17.132 9.946 350.993 5.933 8.585 40.883 702.448 4.974 2 644 14.104 L4 17.132 9.946 350.993 5.933 8.585 40.883 702.448 4.974 2.644 14.104 18.452 10.720 439.444 6.395 9.246 47.529 879.465 5.361 2.873 15.324 L5 18.452 10.720 439.444 6.395 9.246 47.529 879.465 5.361 2.873 15.324 19.773 11.494 541.630 6.856 9.906 54.675 1083.972 5.748 3.102 16.545 L6 19.773 11.494 541.630 6.856 9.906 54.675 1083.972 5.748 3.102 16.545 21.093 12.267 658.543 7.318 10.567 62.322 1317.953 6.135 3.331 17.765 L7 21.058 26.694 1401.869 7.238 10.567 132.668 2805.582 13.349 2.935 7.115 22.405 28.430 1693.595 7.709 11.240 150.670 3389.418 14.218 3.168 7.681 L8 22.405 28.430 1693.595 7.709 11.240 150.670 3389.418 14.218 3.168 7.681 22.466 28.509 1707.829 7.730 11.271 151.521 3417.905 14.257 3.179 7.707 L9 22.468 27.661 1658.930 7.735 11.271 147.182 3320.043 13.833 3.201 8.003 23.788 29.312 1973.983 8.196 11.932 165.440 3950.564 14.659 3.430 8.575 L10 23.790 28.411 1915.404 8.201 11.932 160.530 3833.328 14.208 3.452 8.908 26.047 31.145 2523.108 8.989 13.061 193.183 5049.536 15.575 3.843 9.917 L11 25.663 23.852 1742.606 8.537 12 375 140.819 3487.505 11.928 3.737 11.96 25.923 25.059 2020.715 8.969 12.993 155.524 4044.088 12.532 3.951 12.645 L12 25.923 25.059 2020.715 8.969 12.993 155.524 4044.088 12.532 3.951 12.645 27.223 26.329 2343.864 9.423 13.644 171.793 4690.813 13.167 4.177 13.366 L13 27.223 26.329 2343.864 9.423 13.644 171.793 4690.813 13.167 4.177 13.366 28.524 27.599 2699.750 9.878 14.294 188.872 5403.052 13.802 4.402 14.087 L14 28.524 27.599 2699.750 9.878 14.294 188.872 5403.052 13.802 4.402 14.087 29.824 28.870 3089.951 10.333 14.945 206.759 6183.968 14.438 4.628 14.809 L15 29.824 28.870 3089.951 10.333 14.945 206.759 6183.968 14.438 4.628 14 809 31.125 30.140 3516.047 10.787 15.595 225.455 7036.721 15.073 4.853 15.53 L16 31.125 30.140 3516.047 10.787 15.595 225.455 7036.721 15.073 4.853 15.53 33.055 32.025 4217.913 11.462 16.561 254.693 8441.377 16.016 5.188 16.6 L17 32.414 36.216 4235.917 10.802 15.647 270.711 8477.408 18.111 4.761 12.696 32.523 37.744 4795.334 11.258 16.300 294.195 9596.979 18.876 4.987 13.299 L18 32.523 37.744 4795.334 11.258 16.300 294.195 9596.979 18.876 4.987 13.299 33.828 39.273 5401.956 11.714 16.952 318.655 10811.021 19.640 5.213 13.902 L19 33.828 39.273 5401.956 11.714 16.952 318.655 10811.021 19.640 5.213 13.902 35.132 40.802 6057.694 12.169 17.605 344.092 12123.359 20.405 5.439 14.505 L20 35.132 40.802 6057.694 12.169 17.605 344.092 12123.359 20.405 5.439 14.505 36.436 42.331 6764.461 12.625 18.257 370.506 13537.822 21.169 5.665 15.108 L21 36.436 42331 6764.461 12.625 18.257 370.506 13537.822 21.169 5.665 15.108 tnxTower Job Page PSEC Job#19028 (for AT&T Mobility) 4 of 20 her Structural Engineering Project Date Corp. 800530 - MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FA519-884-3806 JA X. Section Tip Dia. Area I r C I/C J It/Q ry w/t in in' in' in in in in' in' in 37.741 43.860 7524.167 13.081 18-910 397.896 15058.235 21.934 5.891 15.711 L22 37.741 43.860 7524.167 13-081 18-910 397.896 15058.235 21.934 5.891 15.711 39.045 45.389 8338.726 13.537 19.562 426.263 16688 424 22 699 6.118 16.313 L23 39.045 45.389 8338.726 13.537 19.562 426.263 16688.424 22.699 6.118 16.313 40.349 46.917 9210.049 13.993 20.215 455.607 18432.217 23.463 6.344 16.916 L24 40.349 46.917 9210-049 13-993 20.215 455.607 18432.217 23.463 6.344 16.916 41.653 48 446 10140.048 14.449 20.867 485.928 20293.439 24.228 6.570 17.519 L25 41.653 48.446 10140.048 14.449 20.867 485.928 20293.439 24.228 6.570 17.519 43.545 50.663 11596.677 15.111 21.814 531.628 23208.613 25.336 6.897 18.393 L26 42.785 47.957 9836.039 14.304 20.659 476.122 19685.020 23.983 6.497 17.326 43.046 50.078 11199.773 14.936 21.564 519.375 22414.283 25.044 6.811 18.163 L27 43.046 50.078 11199.773 14.936 21.564 519.375 22414.283 25.044 6.811 18.163 44.351 51.609 12258.287 15.393 22.217 551.749 24532.704 25.809 7.037 18.766 L28 44.351 51.609 12258.287 15.393 22.217 551.749 24532.704 25.809 7.037 18.766 45.657 53.139 13381.479 15.849 22.870 585.102 26780.565 26.575 7.264 1937 L29 45.657 53.139 13381.479 15.849 22 870 585.102 26780.565 26.575 7.264 19.37 46.963 54.670 14571.266 16.306 23 524 619.434 29161.706 27.340 7.490 19.973 L30 46.963 54.670 14571.266 16.306 23.524 619.434 29161.706 27.340 7.490 19.973 48.268 56.200 15829.568 16.762 24.177 654.745 31679.965 28.105 7.716 20.576 L31 48.268 56.200 15829.568 16.762 24.177 654.745 31679.965 28.105 7.716 20.576 49.574 57.730 17158.302 17.218 24.830 691.034 34339.180 28.871 7.942 21.18 L32 49.574 57.730 17158.302 17.218 24.830 691.034 34339.180 28.871 7.942 21.18 50.880 59.261 18559.385 17.675 25.483 728.302 37143.191 29.636 8.169 21.783 L33 50.880 59.261 18559.385 17.675 25.483 728.302 37143.191 29.636 8.169 21.783 52.185 60.791 20034.737 18.131 26.136 766.550 40095.835 30.401 8.395 22.387 L34 52.185 60.791 20034.737 18.131 26.136 766.550 40095.835 30.401 8.395 22.387 53.491 62.322 21586.274 18.588 26.789 805.775 43200.952 31.167 8.621 22.99 L35 53.491 62.322 21586.274 18.588 26.789 805.775 43200.952 31.167 8.621 22.99 53.760 62.637 21915.529 18.682 26.924 813.977 43859.896 31.324 8.668 23.115 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in Ll 1 1 1 162.00-157.00 L2 1 1 1 15T00-152.00 L3 1 1 1 152.00-147.00 L4 1 1 1 147.00-142.00 L5 1 1 1 142.00-137.00 L6 1 1 1 137.00-132.00 L7 1 1 0.934122 132-00-126.90 L8 1 1 0.932786 126.90-126.67 L9 1 1 0.933642 126.67-121.67 L10 1 1 0.938681 121.67-113.12 Lil 1 1 1 113.12-112.12 L12 1 1 1 112.12-107.12 L13 1 1 1 107.12-102.12 WxTower Job PSEC Job#19028 (for AT&T Mobility) Page5 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX 519-884-3806 JA Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area 7hickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Spacing Diagonals RorLontals Redundants ft ft1 in in in in 1,14 1 1 1 102 12-97 12 L15 1 1 1 97.12-92.12 L16 1 1 1 92 12-84.70 L17 1 1 1 84.70-84.28 L18 1 1 1 84.28-79.28 L19 I 1 1 79.28-74.28 L20 1 1 1 74.28-69.28 L21 l 1 1 69.28-64.28 L22 1 1 1 64.28-59.28 L23 I 1 1 59.28-54.28 L24 l 1 1 54.28-49.28 L25 1 1 1 49.28-42.03 L26 1 1 1 42.03-41.03 L27 1 1 1 41.03-36.03 L28 1 1 1 36.03-31.03 L29 1 1 1 31.03-26.03 L30 1 1 1 26.03-21.03 L31 1 1 I 21.03-16.03 L32 1 1 1 16.03-11.03 L33 11.03-6.03 1 1 I L34 6.03-1.03 1 1 1 L35 1.03-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in plf Calculation **misc** Step Pegs(5/8"SR)7-in. A No Surface Af 162.00- 1 1 -0.250 0.000 0.700 0.487 w/30"step (CaAa) 0.00 -0.250 (Climb to 162'E) Safety Line 3/8 A No Surface Af 162.00- 1 1 -0.250 0.000 0.750 0.220 (Climb to 162'E) (CaAa) 0.00 -0.250 CCI-65FP-045100 A No Surface Af 128.92- 1 1 0.500 1.000 6.500 0.000 tnxTower Job PSEC Job#19028 (for AT&T Mobility) Page6 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX:519-884-3806 JA Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in plf Calculation (CaAa) 113.92 0.500 CCI-65FP-045100 B No Surface Af 128.92- 1 1 0.250 1 000 6.500 0.000 (CaAa) 113.92 0 250 CCI-65FP-045100 C No Surface Af 128.92- 1 1 0.000 1.000 6.500 0.000 (CaAa) 113.92 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total C,AAA Weight or Shield From Type Number Leg Torque ft ftl/ft plf Calculation ** 158** LDF5-50A(7/8) B No No Inside Pole 158.00-0.00 l No Ice 0.00 0.330 (Carrier 158'E) 1/2"Ice 0.00 0.330 1"Ice 0.00 0.330 2"Ice 0.00 0.330 ** 152** HJ7-50A(1-5/8) A No No Inside Pole 152.00-0.00 13 No Ice 0.00 1.040 (Carrier 152'E) 1/2"Ice 0.00 1.040 V Ice 0.00 1.040 2"Ice 0.00 1.040 LDF4-50A(1/2) A No No Inside Pole 152.00-0.00 1 No Ice 0.00 0.150 (Carrier 152'E) 1/2"Ice 0.00 0.150 P Ice 0.00 0.150 2"Ice 0.00 0.150 HB158-1-08U8-S8J A No No Inside Pole 152.00-0.00 2 No Ice 0.00 1.300 18(1-5/8) 1/2"Ice 0.00 1.300 (Carrier 152'E) P Ice 0.00 1.300 2"Ice 0.00 1.300 ** 139** LDF7-50A(1-5/8) C No No Inside Pole 139.00-0.00 12 No Ice 0.00 0.820 (Carrier 139'E) 1/2"Ice 0.00 0.820 1"Ice 0.00 0.820 2"Ice 0.00 0.820 1713-1,9813-002-75000 C No No Inside Pole 139.00-0.00 1 No Ice 0.00 0.059 (3/8) 1/2"Ice 0.00 0.059 (Carrier 139'E) P Ice 0.00 0.059 2"Ice 0.00 0.059 WR-VG86ST-BRD( C No No Inside Pole 139.00-0.00 2 No Ice 0.00 0.584 3/4) 1/2"Ice 0.00 0.584 (Carrier 139'E) V Ice 0.00 0.584 2"Ice 0.00 0.584 2"Rigid Conduit C No No Inside Pole 139.00-0.00 1 No Ice 0.00 2.800 (Carrier 139'E) 1/2"Ice 0.00 2.800 1"Ice 0.00 2.800 2"Ice 0.00 2.800 ** 132** CR 50 1873(1-5/8) B No No Inside Pole 132.00-0.00 6 No Ice 0.00 0.830 (Carrier 132'E) 1/2"Ice 0.00 0.830 1"Ice 0.00 0.830 2"Ice 0.00 0.830 MLE Hybrid B No No Inside Pole 132.00-0.00 1 No Ice 0.00 1.070 9Power/18Fiber RL 1/2"Ice 0.00 1.070 2(1 5/8) V Ice 0.00 1.070 (Carrier 132'P) 2"Ice 0.00 1.070 tnxTower Job Page PSEC Job#19028 (for AT&T Mobility) 7 of 20 Pier Structural Ennineeriran Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX:519-884-3806 JA Description Face Allow Exclude Component Placement Total CA, Weight or Shield From Type Number Leg Torque ft ftl/ft plf Calculation ********* Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CA, CAA, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K fr ft ** 158** ANT150F2 A From Leg 3.00 0.000 158.00 No Ice 1.23 1.23 0.01 (Carrier 158'E) 0.000 1/2"Ice 1.53 1.53 0.02 2.000 1"Ice 1.84 1.84 0.04 2"Ice 2.49 249 0.07 2.4"Dia.x 2-ft Pipe A From Leg 3.00 0.000 158.00 NoIce 0.35 0.35 0.01 (Carrier 158'E) 0.000 1/2"Ice 0.48 0.48 0.01 1.000 1"Ice 0.64 0.64 0.02 2"Ice 1.00 1.00 0.03 Side Arm Mount[SO 701-11 A From Leg 1.50 0.000 158.00 No Ice 0.85 1.67 0.07 (Carrier 158'E) 0.000 1/2"Ice 1.14 2.34 0.08 0.000 1"Ice 1.43 3.01 0.09 2"Ice 2.01 4.35 0.12 ** 152** (2)HBXX-6517DS-A2M w/ A From Leg 3.00 0.000 152.00 No Ice 8.77 6.96 0.07 Mount Pipe 0.000 1/2"Ice 9.34 8.18 0.14 (Carrier 152'E) 1.000 1"Ice 9.89 9.14 0.21 2"Ice 10.99 11.02 0.40 (2)HBXX-6517DS-A2M w/ B From Leg 3.00 0.000 152.00 No Ice 8.77 6.96 0.07 Mount Pipe 0.000 1/2"Ice 9.34 8.18 0.14 (Carrier 152'E) 1.000 1"Ice 9.89 9.14 0.21 2"Ice 10.99 11.02 0.40 (2)HBXX-6517DS-A2M w/ C From Leg 3.00 0.000 152.00 No Ice 8.77 6.96 0.07 Mount Pipe 0.000 1/2"Ice 9.34 8.18 0.14 (Carrier 152'E) 1.000 1"Ice 9.89 9.14 0.21 2"Ice 10.99 11.02 0.40 LNX-6515DS-AIM w/ A From Leg 3.00 0.000 152.00 No Ice 11.68 9.84 0.08 Mount Pipe 0.000 1/2"Ice 12.40 11.36 0.17 (Carrier 152'E) 1.000 1"Ice 13.12 12.90 0.27 2"Ice 14.49 15.24 0.51 LNX-6515DS-A1M w/ B From Leg 3.00 0.000 152.00 No Ice 11.68 9.84 0.08 Mount Pipe 0.000 1/2"Ice 12.40 11.36 0.17 (Carrier 152'E) 1.000 1"Ice 13.12 12.90 0.27 2"Ice 14.49 15.24 0.51 LNX-6515DS-A 1 M w/ C From Leg 3.00 0.000 152.00 No Ice 11.68 9.84 0.08 Mount Pipe 0.000 1/2"Ice 12.40 11.36 0.17 (Carrier 152'E) 1.000 1"Ice 13.12 12.90 0.27 2"Ice 14.49 15.24 0.51 (2)LPA-80063/4CF w/ B From Leg 3.00 0.000 152.00 No Ice 6.38 6.60 0.04 Mount Pipe 0.000 1/2"Ice 6.78 7.23 0.10 (Carrier 152'E) 1.000 1"Ice 7.19 7.88 0.18 2"Ice 8.04 9.21 0.34 LPA-80063/4CF w/Mount C From Leg 3.00 0.000 152.00 No Ice 6.38 6.60 0.04 Pipe 0.000 1/2"Ice 6.78 7.23 0.10 (Carrier 152'E) 1.000 1"Ice 7.19 7.88 0.18 2"Ice 8.04 9.21 0.34 tnxTower Job Page 8 of 20 PSEC Job#19028 (for AT&T Mobility) Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX:519-884-3806 JA Description Face Offset Offsets: A=imuth Placement C A,a CaA_a Weight or Type Hor= Adjustment Front Side Leg Lateral Vert ft 0 ft ft2 fta K ft n BXA-70063/6CF w/Mount C From Leg 3.00 0.000 152.00 No Ice 7.82 5.70 0.04 Pipe 0.000 1/2"Ice 8.37 6.85 0.10 (Carrier 152'E) 1.000 1"Ice 8.89 7.71 0.17 2"Ice 9.94 9.50 0.33 TME-RRH2x60-1900 w/ A From Leg 3.00 0.000 152.00 No Ice 2.03 1.68 0.05 Mount Pipe 0.000 1/2"Ice 2.26 1.98 0.07 (Carrier 152'E) -1.000 1"Ice 2.50 231 0.10 2"Ice 3.01 3.02 0.17 TME-RRH2x60-1900 w/ B From Leg 3.00 0.000 152.00 No Ice 2.03 1.68 005 Mount Pipe 0.000 1/2"Ice 2.26 1.98 0.07 (Carrier 152'E) -1.000 P Ice 2.50 2.31 0.10 2"Ice 3.01 3.02 0.17 TME-RRH2x60-1900 w/ C From Leg 3.00 0.000 152.00 No Ice 2.03 1.68 0.05 Mount Pipe 0.000 1/2"Ice 2.26 1.98 0.07 (Carrier 152'E) -1.000 1"Ice 2.50 2.31 0.10 2"Ice 3.01 3.02 0.17 (2)DB846F65ZAXY w/ A From Leg 3.00 0.000 152.00 No Ice 7.27 7.82 0.05 Mount Pipe 0.000 1/2"Ice 7.83 9.01 Oil (Carrier 152'E) 1.000 1"Ice 8.35 9.91 0.19 2"Ice 9.40 11.73 0.37 GPS_A C From Leg 3.00 0.000 152.00 No Ice 0.26 026 0.00 (Carrier 152'E) 0.000 1/2"Ice 0.32 0.32 0.00 1.000 1"Ice 0.39 0.39 0.01 2"Ice 0.56 0.56 0.02 (2)FDGW5504/1C-3 A From Leg 3.00 0.000 152.00 No Ice 0.34 0.08 0.00 (Carrier 152'E) 0.000 1/2"Ice 0.41 0.12 0.01 1.000 1"Ice 0.49 0.17 0.01 2"Ice 0.68 0.30 0.02 (2)FDGW5504/1C-3 B From Leg 3.00 0.000 152.00 No Ice 0.34 0.08 0.00 (Carrier 152'E) 0.000 1/2"Ice 0.41 0.12 0.01 1.000 1"Ice 0.49 0.17 0.01 2"Ice 0.68 0.30 0.02 (2)FDGW5504/1C-3 C From Leg 3.00 0.000 152.00 No Ice 0.34 0.08 0.00 (Carrier 152'E) 0.000 1/2"Ice 0.41 0.12 0.01 1.000 1"Ice 0.49 0.17 0.01 2"Ice 0.68 0.30 0.02 RRH2X40-AWS A From Leg 3.00 0.000 152.00 No Ice 2.16 1.42 0.04 (Carrier 152'E) 0.000 1/2"Ice 2.36 1.59 0.06 1.000 1"Ice 2.57 1.77 0.08 2"Ice 3.00 2.14 0.13 RRH2X40-AWS B From Leg 3.00 0.000 152.00 No Ice 2.16 1.42 0.04 (Carrier 152'E) 0.000 1/2"Ice 2.36 1.59 0.06 1.000 1"Ice 2.57 1.77 0.08 2"Ice 3.00 2.14 0.13 RRH2X40-AWS C From Leg 3.00 0.000 152.00 No Ice 2.16 1.42 0.04 (Carrier 152'E) 0.000 1/2"Ice 2.36 1.59 0.06 1.000 1"Ice 2.57 1.77 0.08 2"Ice 3.00 2.14 0.13 DB-B 1-6C-8AB-0Z B From Leg 3.00 0.000 152.00 No Ice 4.80 2.00 0.04 (Carrier 152'E) 0.000 1/2"Ice 5.07 2.19 0.08 1.000 1"Ice 5.35 2.39 0.12 2"Ice 5.93 2.81 0.21 DB-BI-6C-8AB-OZ C From Leg 3.00 0.000 152.00 No Ice 4.80 2.00 0.04 (Carrier 152'E) 0.000 1/2"Ice 5.07 2.19 0.08 1.000 1"Ice 5.35 2.39 0.12 2"Ice 5.93 2.81 0.21 Platform Mount[LP 712-1] C None 0.000 152.00 No Ice 24.53 2453 1.34 Job tnxTower JoPSEC Job#19028 (for AT&T Mobility) Page9 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FA519-884-3806 JA X. Description Face Offset Offsets: A=imuth Placement CIA,A C444 Weight or 7ype Hor: Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft t (Carrier 152'E) 1/2"Ice 29.94 29.94 1.65 1"Ice 35.35 35.35 1.96 2"Ice 46.17 46.17 2.58 ** 141 ** DC6-48-60-18-8F B From Leg 1.00 0.000 141.00 No Ice 2.20 2.20 0.02 (Carrier 141'E) 0.000 1/2"Ice 2.40 2.40 0.04 2.000 1"Ice 2.60 2.60 0.07 2"Ice 3.04 3.04 0.13 RRUS I I A From Leg 1.00 0.000 141.00 No Ice 2.78 1.19 0.05 (Carrier 141'E) 0.000 1/2"Ice 2.99 1.33 0.07 2.000 1"Ice 3.21 1.49 0.10 2"Ice 3.66 1.83 0.15 RRUS 11 B From Leg 1.00 0.000 141.00 No Ice 2.78 1.19 0.05 (Carrier 141'E) 0.000 1/2"Ice 2.99 1.33 0.07 2.000 1"Ice 3.21 1.49 0.10 2"Ice 3-66 1.83 0.15 RRUS 11 C From Leg 1.00 0.000 141.00 No Ice 2.78 1.19 0.05 (Carrier 141'E) 0.000 1/2"Ice 2.99 1.33 0.07 2.000 1"Ice 3.21 1.49 0.10 2"Ice 3.66 1.83 0.15 Pipe Mount[PM 601-3] C None 0.000 141.00 No Ice 4.39 439 0.20 (Carrier 141'E) 1/2"Ice 5.48 5.48 0.24 I"Ice 6.57 6.57 0.28 2"Ice 8.75 8.75 0.36 ** 139** SBNHH-1D65A w/Mount C From Leg 3.00 0.000 139.00 No Ice 5.95 5.19 0.06 Pipe 0.000 1/2"Ice 6.39 5.96 0.11 (Carrier 139'R) 3.000 1"Ice 6.82 6.66 0.17 2"Ice 7.71 8.09 0.32 HPA-65R-BW-H8 w/ B From Leg 3.00 20.000 139.00 No Ice 13.21 9.58 0.10 Mount Pipe 0.000 1/2"Ice 13.90 11.05 0.20 (Carrier 139'R) 3.000 1"Ice 14.59 12.50 0.30 2"Ice 15.91 14.75 0.55 HPA-65R-BUU-H8 w/ C From Leg 3.00 20.000 139.00 No Ice 13.21 9.58 0.10 Mount Pipe 0.000 1/2"Ice 13.90 11.05 0.20 (Carrier 139'R) 3.000 1"Ice 14.59 12.50 0.30 2"Ice 15.91 14.75 0.55 (2)LGP21401 A From Leg 3.00 0.000 139.00 No Ice 1.10 0.21 0.01 (Carrier 139'R) 0.000 1/2"Ice 1.24 0.27 0.02 3.000 P Ice 1.38 0.35 0.03 2"Ice 1.69 0.52 0.05 (2)LGP21401 B From Leg 3.00 0.000 139.00 No Ice 1.10 0.21 0.01 (Carrier 139'R) 0.000 1/2"Ice 1.24 0.27 0.02 3.000 1"Ice 1.38 0.35 0.03 2"Ice 1.69 0.52 0.05 (2)LGP21401 C From Leg 3.00 0.000 139.00 No Ice 1.10 0.21 0.01 (Carrier 139'R) 0.000 1/2"Ice 1.24 0.27 0.02 3.000 1"Ice 1.38 0.35 0.03 2"Ice 1.69 0.52 0.05 782 10253 A From Leg 3.00 0.000 139.00 No Ice 0.11 0.06 0.00 (Carrier 139'R) 0.000 1/2"Ice 0.15 0.10 0.00 3.000 1"Ice 0.20 0.14 0.01 2"Ice 0.33 0.25 0.01 782 10253 B From Leg 3.00 0.000 139.00 No Ice 0.11 0.06 000 (Carrier 139'R) 0.000 1/2"Ice 0.15 0.10 0.00 3.000 I"Ice 0.20 0.14 0.01 2"Ice 0.33 0.25 0.01 WxTower Job Page PSEC Job#19028 (for AT&T Mobility) 10 of 20 Pier Structural Eugineeriug Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX:519-884-3806 JA Description Face Offset Offsets: Azimuth Placement CA C.1AA Weight or Type Har= Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft rt 782 10253 C From Leg 3.00 0.000 13900 No Ice 0 11 0.06 0,00 (Carrier 139'R) 0.000 1/2"Ice 0.15 0.10 0.00 3.000 1"Ice 0.20 0.14 0.01 2"Ice 0.33 025 0.01 RRUS 32 B2 A From Leg 3.00 0.000 139.00 No Ice 2.73 1.67 0.05 (Carrier 139'R) 0.000 1/2"Ice 2.95 1.86 0.07 3.000 1"Ice 3.18 2.05 0.10 2"Ice 3.66 2.46 0.16 RRUS 32 B2 B From Leg 3.00 0.000 139.00 No Ice 2.73 167 0.05 (Carrier 139'R) 0.000 1/2"Ice 2.95 1.86 0.07 3.000 1"Ice 3.18 2.05 0.10 2"Ice 3.66 2.46 0.16 RRUS 32 B2 C From Leg 3.00 0.000 139.00 No Ice 2.73 1.67 0.05 (Carrier 139'R) 0.000 1/2"Ice 2.95 1.86 0.07 3.000 1"Ice 3.18 2.05 0.10 2"Ice 3.66 2.46 0.16 (2)800 10122 w/Mount Pipe A From Leg 3.00 0.000 139.00 No Ice 7.86 6.65 0.09 (Carrier 139'E) 0.000 1/2"Ice 844 7.88 0.15 3.000 1"Ice 8.99 8.85 0.22 2"Ice 10.08 10.73 0.39 (2)800 10122 w/Mount Pipe B From Leg 3.00 0.000 139.00 No Ice 7.86 6.65 0.09 (Carrier 139'E) 0.000 1/2"Ice 8.44 7.88 0.15 3.000 1"Ice 8.99 8.85 0.22 2"Ice 10.08 10.73 0.39 (2)800 10122 w/Mount Pipe C From Leg 3.00 0.000 139.00 No Ice 7.86 6.65 0.09 (Carrier 139'E) 0.000 1/2"Ice 8.44 7.88 0.15 3.000 1"Ice 8.99 8.85 0.22 2"Ice 10.08 10.73 0.39 (2)782-10250 A From Leg 3.00 0.000 139.00 No Ice 0.45 0.25 0.01 (Carrier 139'E) 0.000 1/2"Ice 0.54 0.32 0.01 0.000 1"Ice 0.64 0.40 0.02 2"Ice 0.86 0.59 0.03 (2)782-10250 B From Leg 3.00 0.000 139.00 No Ice 0.45 0.25 0.01 (Carrier 139'E) 0.000 1/2"Ice 0.54 0.32 0.01 3.000 1"Ice 0.64 0.40 0.02 2"Ice 0.86 0.59 0.03 (2)782-10250 C From Leg 3.00 0.000 139.00 No Ice 0.45 0.25 0.01 (Carrier 139'E) 0.000 1/2"Ice 0.54 0.32 0.01 0.000 1"Ice 0.64 0.40 0.02 2"Ice 0.86 0.59 0.03 (2)DC6-48-60-18-8F A From Leg 1.50 0.000 139.00 No Ice 2.20 2.20 0.02 (Carrier 139'E) 0.000 1/2"Ice 2.40 2.40 0.04 3.000 1"Ice 2.60 2.60 0.07 2"Ice 3.04 3.04 0.13 Platform Mount[LP 712-1] C None 0.000 139.00 No Ice 24.53 24.53 1 34 (Carrier 139'E) 1/2"Ice 29.94 29.94 1.65 1"Ice 35.35 35.35 1.96 2"Ice 46.17 46.17 2.58 ** 132** I,NX-6515DS-A 1 M w/ A From Leg 4.00 0.000 132.00 No Ice 11.68 9.84 0.08 Mount Pipe 0.000 1/2"Ice 12.40 11.36 0.17 (Carrier 132'P) 0.000 1"Ice 13.12 12.90 0.27 2"Ice 14.49 15.24 0.51 LNX-6515DS-A 1 M w/ B From Leg 4.00 0.000 132.00 No Ice 11.68 9.84 0.08 Mount Pipe 0.000 1/2"Ice 12.40 11.36 0.17 (Carrier 132'P) 0.000 1"Ice 13.12 12.90 0.27 2"Ice 14.49 15.24 0.51 tnxTower Job Page PSEC Job#19028 (for AT&T Mobility) 11 of 20 Pier Structural Engineering Project Date Corp. 800530- MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX 519-884-3806 JA Description Face Offset Offsets: Azimuth Placement CAA. C{A,, Weight or Type Hors Adjustment Front Side Leg Lateral Vert ft 0 ft ft2 ft2 K ft ft LNX-6515DS-A1M w/ C From Leg 4.00 0.000 13200 No Ice 11.68 9.84 0.08 Mount Pipe 0.000 1/2"Ice 12.40 11.36 0.17 (Carrier 132'P) 0.000 1"Ice 13.12 12.90 0.27 2"Ice 14.49 15.24 0.51 (3)RRUS 11 B12 A From Leg 4.00 0.000 132.00 No Ice 2.83 1 18 0.05 (Carrier 132'P) 0.000 1/2"Ice 3.04 1.33 0.07 0.000 1"Ice 3.26 1.48 0.10 2"Ice 3.71 1.83 0.15 ERICSSON AIR 21 132A A From Leg 1.00 0.000 132.00 No Ice 6.33 5.64 0.11 B4P w/Mount Pipe 0.000 1/2"Ice 6.78 6.43 0.17 (Carrier 132'E) 0.000 l"Ice 7.21 7.13 0.23 2"Ice 8.12 8.59 0.38 (2)ERICSSON AIR 21 132A B From Leg 1.00 0.000 132.00 No Ice 6.33 5.64 0.11 B4P w/Mount Pipe 0.000 1/2"Ice 6.78 6.43 0.17 (Carrier 132'E) 0.000 1"Ice 7.21 7.13 0.23 2"Ice 812 8.59 0.38 ERICSSON AIR 21 134A A From Leg 1.00 0.000 132.00 No Ice 6.33 5.64 0.11 B2P w/Mount Pipe 0.000 1/2"Ice 6.78 6.43 017 (Carrier 132'E) 0.000 1"Ice 7.21 7.13 0.23 2"Ice 8.12 8.59 0.38 (2)ERICSSON AIR 21 134A C From Leg 1.00 0.000 132.00 No Ice 6.33 5.64 0.11 1321'w/Mount Pipe 0.000 1/2"Ice 6.78 6.43 0.17 (Carrier 132'E) 0.000 1"Ice 7.21 7.13 0.23 2"Ice 8.12 8.59 0.38 T-Arm Mount[TA 702-3] C None 0.000 132.00 No Ice 5.64 5.64 0.34 (Carrier 132'E) 1/2"Ice 6.55 6.55 0.43 1"Ice 7.46 7.46 0.52 2"Ice 9.28 9.28 0.70 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 l.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice WxTower Job PSEC Job#19028 (for AT&T Mobility) Page12 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE JA FAX:519-884-3806 Comb. Description No. 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 12 Dead+1.0 Wind 300 deg-No Ice 23 0 9 Dead+l.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+LO Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 12 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+l.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+LO Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 36 73.26 8.32 -0.00 Max.H. 20 40.90 27.80 -0.01 Max.H 2 40.90 -0.01 27.48 Max.M, 2 3187.78 -0.01 27.48 Max.M 8 3235.73 -27.80 0.01 Max.Torsion 25 0.40 13.79 23.75 Min.Vert 7 30.67 -23.89 13.72 Min.Hx 8 40.90 -27.80 0.01 Min.H, 14 40.90 0.01 -27.48 Min.Mx 14 -3186.62 0.01 -27.48 Min.Mz 20 -3236.62 27.80 -0.01 Min.Torsion 11 -0.35 -23.88 -13.71 tnxT'ower Job Page 13 of 20 PSEC Job#19028 (for AT&T Mobility) Pier Structural Engineering Project Date Corp 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE JA FAX 519-884-3806 Tower Mast Reaction Summary Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft kip ft kip ft Dead Only 34.08 000 0.00 -0.45 0.35 0.00 1.2 Dead+1.0 Wind 0 deg-No 40.90 0.01 -27.48 -3187.78 -1,10 -0.30 Ice 0.9 Dead+1.0 Wind 0 deg-No 30.67 0.01 -27.48 -3146.83 -1.19 -0.30 Ice 1.2 Dead+1.0 Wind 30 deg-No 40.90 13.80 -23.76 -2756.18 -1605.25 -0.12 Ice 0.9 Dead+1.0 Wind 30 deg-No 30.67 13.80 -23.76 -2720.75 -1584.77 -0.10 Ice 1.2 Dead+1.0 Wind 60 deg-No 40.90 23.89 -13.72 -1592.37 -2779.07 0.09 Ice 0.9 Dead+1.0 Wind 60 deg-No 30.67 23.89 -13.72 -1571.83 -2743.54 0.10 Ice 1.2 Dead+1.0 Wind 90 deg-No 40.90 27.80 -0.01 -2.13 -3235.73 0.25 Ice 0.9 Dead+1.0 Wind 90 deg-No 30.67 27.80 -0.01 -1.95 -3194.38 0.26 Ice 1.2 Dead+1.0 Wind 120 deg- 40.90 23.88 13.71 1588.54 -2777.56 0.33 No Ice 0.9 Dead+1.0 Wind 120 deg- 30.67 23.88 13.71 1568.36 -2742.05 0.35 No Ice 1.2 Dead+1.0 Wind 150 deg- 40.90 13.79 23.75 2753.49 -1602.61 0.34 No Ice 0.9 Dead+1.0 Wind 150 deg- 30.67 13.79 23.75 2718.40 -1582.17 0.34 No Ice 1.2 Dead+1.0 Wind 180 deg- 40.90 -0.01 27.48 3186.62 1.98 0.28 No Ice 0.9 Dead+1.0 Wind 180 deg- 30.67 -0.01 27.48 3145.98 1.84 0.27 No Ice 1.2 Dead+1.0 Wind 210 deg- 40.90 -13.80 23.76 2755.01 1606.15 0.15 No Ice 0.9 Dead+1.0 Wind 210 deg- 30.67 -13.80 23.76 2719.89 1585.43 0.13 No Ice 1.2 Dead+1.0 Wind 240 deg- 40.90 -23.89 13.72 1591.19 2779.97 -0.03 No Ice 0.9 Dead+1.0 Wind 240 deg- 30.67 -23.89 13.72 1570.97 2744.20 -0.05 No Ice 1.2 Dead+1.0 Wind 270 deg- 40.90 -27.80 0.01 0.95 3236.62 -0.22 No Ice 0.9 Dead+1.0 Wind 270 deg- 30.67 -27.80 0.01 1.08 3195.03 -0.24 No Ice 1.2 Dead+1.0 Wind 300 deg- 40.90 -23.88 -13.71 -1589.72 2778.44 -0.36 No Ice 0.9 Dead+1.0 Wind 300 deg- 30.67 -23.88 -13.71 -1569.23 2742.70 -0.38 No Ice 1.2 Dead+1.0 Wind 330 deg- 40.90 -13.79 -23.75 -2754.66 1603.48 -0.40 No Ice 0.9 Dead+1.0 Wind 330 deg- 30.67 -13.79 -23.75 -2719.26 1582.81 -0.40 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 73.26 -0.00 -0.00 -0.38 4.03 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 73.26 0.00 -8.29 -1013.81 3.96 -0.20 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 73.26 4.16 -7.18 -878.16 -506.00 -0.17 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 73.26 7.21 -4.15 -507.33 -879.24 -0.10 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 73.26 8.32 -0.00 -0.66 -1015.76 0.00 Ice+1.0 Temp tnxTower Job PSEC Job#19028 (for AT&T Mobility) Page14 of 20 Pier Structural Engineering Project Date Corp. 800530 - MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone.519-885-3806 CROWN CASTLE FAX 519-884-3806 JA Load vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M 11oment,MI K K K kip-ft kipft kip-ft 1.2 Dead+1.0 Wind 120 73.26 7.20 4.14 506.08 -878.98 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 73.26 416 7.18 877.11 -505.54 0.17 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 73.26 -0.00 8.29 1013.01 4.48 0.20 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 73.26 -4.16 7.18 877.37 514.44 0.17 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 73.26 -7.21 4.15 506.53 887.68 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 73.26 -8.32 0.00 -0.13 1024.20 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 73.26 -7.20 -4.14 -506 87 887.42 -0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 73.26 -4.16 -7.18 -877.90 513.99 -0.17 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 34.08 0.00 -6.47 -745.88 0.01 -0.07 Dead+Wind 30 deg-Service 34.08 3.25 -5.59 -644.95 -375.16 -0.03 Dead+Wind 60 deg-Service 34.08 5.62 -3.23 -372.77 -649.71 0.02 Dead+Wind 90 deg-Service 34.08 6.54 -0.00 -0.84 -756.55 0.06 Dead+Wind 120 deg-Service 34.08 5.62 3.23 371.19 -649.35 0.09 Dead+Wind 150 deg-Service 34.08 3.24 5.59 643.63 -374.54 0.09 Dead+Wind 180 deg-Service 34.08 -0.00 6.47 744.92 0.73 0.07 Dead+Wind 210 deg-Service 34.08 -3.25 5.59 643.99 375.90 0.03 Dead+Wind 240 deg-Service 34.08 -5.62 3.23 371.81 650.45 -0.02 Dead+Wind 270 deg-Service 34.08 -6.54 0.00 -0.12 757.29 -0.06 Dead+Wind 300 deg-Service 34.08 -5.62 -3.23 -372.15 650.09 -0.09 Dead+Wind 330 deg-Service 34.08 -3.24 -5.59 -644.59 375.28 -0.09 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° LI 162-157 34.836 48 2.036 0.001 L2 157-152 32.705 48 2.036 0.001 L3 152-147 30.575 48 2.033 0.001 L4 147-142 28.458 48 2.004 0.001 L5 142-137 26.388 48 1.947 0.002 L6 137-132 24.389 48 1.868 0.002 L7 132-126.9 22.487 48 1.763 0.001 L8 126.9-126.667 20.635 48 1.703 0.001 L9 126.667-121.667 20.552 48 1.701 0.001 L10 121.667-113.12 18.806 48 1.634 0.001 1,11 116.87-112.12 17.199 48 1.564 0.001 L12 112.12-107.12 15.664 48 1.513 0.001 L13 107.12-102.12 14.131 48 1.416 0.000 L14 102.12-97.12 12.699 48 1.319 0.000 L15 97.12-92.12 11.369 48 1.223 0.000 L16 92+12-84.7 10.138 48 1.128 0.000 L17 89.28-84.28 9.483 48 1.076 0.000 L18 84.28-79.28 8.379 48 1.030 0.000 L19 79.28-74.28 7.342 48 0.951 0.000 L20 74.28-69.28 6.387 48 0.874 0.000 L21 69.28-64.28 5.510 48 0.800 0.000 L22 64.28-59.28 4.710 48 0.729 0.000 L23 59.28-54.28 3.983 48 0.659 0.000 L24 54.28-49.28 3.328 48 0.592 0.000 MxTower Job PSEC Job#19028 (for AT&T Mobility) Page15 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court bhaterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE JA FAX-519-884-3806 Section Elevation Hor=. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L25 49.28-42.03 2.742 0 0.527 0.000 L26 47.96-41.03 2.598 48 0.511 0.000 L27 41.03-36.03 1.890 48 0.460 0.000 L28 36.03-31.03 1.441 48 0.397 0.000 L29 31.03-26.03 1.057 48 0.336 0.000 L30 26.03-21.03 0.736 48 0.278 0.000 L31 21.03-16.03 0.475 48 0221 0.000 L32 16.03-11.03 0.273 48 0.166 0.000 L33 11.03-6.03 0.128 48 0.112 0.000 L34 6,03-1.03 0.038 48 0.060 0.000 L35 1.03-0 0.001 48 0.010 0.000 Compression Checks Pole Design Data Section Elevation Sipe L Lu Kl/r A P� +Pn Ratio No. P. ft ft ft in' K K +Pn L1 162-157(1) TP14.3x13x0.188 5.00 0.00 0.0 8.399 -0.66 623.99 0.001 L2 157-152(2) TP15.6x14.30.188 5.00 0.00 0.0 9.173 -0.36 681.47 0.001 L3 152-147(3) TP16.9x15.6x0.188 5.00 0.00 0.0 9.946 -2.75 738.96 0.004 L4 147-142(4) TP 18.2x16.9x0.188 5.00 0.00 0.0 10.720 -3.06 794.43 0.004 L5 142-137(5) TP19.501x18.20.188 5.00 0.00 0.0 11.494 -6.04 836.92 0.007 L6 137-132(6) TP20.801x19.501x0.188 5.00 0.00 0.0 12.267 -6.53 877.41 0.007 L7 132-126.9(7) TP22.127x20.801x0.413 5.10 0.00 0.0 28.430 -8.60 2112.21 0.004 L8 126.9- TP22.188x22.127x0.413 0.23 0.00 0.0 28.510 -8.64 2118.11 0.004 126.667(8) L9 126.667- TP23.488x22.188x0.4 5.00 0.00 0.0 29.312 -9.44 2177.74 0.004 121,667(9) L10 121.667- TP25.71x23.4880.388 8.55 0.00 0.0 29.945 -10.23 2224.80 0.005 113.12(10) L11 113.12- TP25.577x24.360.313 4.75 0.00 0.0 25.059 -1137 1861.74 0.006 112.12(11) L12 112.12- TP26.857x25.577x0.313 5.00 0.00 0.0 26.329 -12.22 1956.12 0.006 107.12(12) L13 107.12- TP28.138x26.85W.313 5.00 0.00 0.0 27.599 -13.09 2050.50 0.006 102.12(13) L14 102.12-97.12 TP29.419x28.13W.313 5.00 0.00 0.0 28.870 -14.00 214488 0.007 (14) L15 97.12-92.12 TP30.699x29.41M.313 5.00 0.00 0.0 30.140 -14.93 2227.03 0.007 (15) L16 92.12-84,7 TP32.600.699x0.313 7.42 0.00 0.0 30.862 -15.46 2266.96 0.007 (16) L17 84.7-84,28 TP 32.08600.8020.375 5.00 0.00 0.0 37.744 -17.08 2804.22 0.006 (17) L18 84.28-79.28 TP 33.371x32.086x0.375 5.00 0.00 0.0 39.273 -18.17 2917.81 0.006 (18) L19 79.28-74.28 TP 34.655x33.371 x0.375 5.00 0.00 0.0 40.802 -19.31 3031.39 0.006 (19) L20 7428-69.28 TP35.9404.6550.375 5.00 0.00 0.0 42.331 -20.47 3144.97 0.007 (20) L21 69.28-64.28 TP37.224x35.940.375 5.00 0.00 0.0 43.860 -21.67 3232.39 0.007 (21) WxTower Job Page PSEC Job#19028 (for AT&T Mobility) 16 of 20 Pier Structural Engineering Project Date Corp. 800530 - MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FA519-884-3806 JA X Section Elevation Si=e L L„ KI1r A P. Vn Ratio No. Pn ft ft ft in' K K VP 1,22 6428-59,28 TP38.509x37.224x0.375 5.00 0.00 0.0 45.389 -2290 3316 10 0.007 (22) 1,23 59.28-54.28 TP39.793x38.509x0.375 5.00 0.00 0.0 46.917 -24.16 3397.86 0.007 (23) L24 5428-49.28 TP41.07809.7930.375 5.00 0.00 0.0 48.446 -25.45 3477.66 0.007 (24) L25 49.28-42.03 TP42.94x41.0780.375 7.25 0.00 0.0 48.850 -25.80 3498.40 0.007 (25) L26 42.03-41.03 TP42.449x40.6670.375 6.93 0.00 0.0 50.078 -28.77 3560.70 0.008 (26) L27 41.03-36.03 TP43.735x42.4490.375 5.00 0.00 0.0 51.609 -30.13 363655 0 008 (27) 1.28 36.03-31.03 TP45.02x43.7350.375 5.00 0.00 0.0 53.139 -31.53 3710.45 0.008 (28) L29 31.03-26.03 TP46.306x45.02x0.375 5.00 0.00 0.0 54.669 -32 95 3782.39 0.009 (29) L30 26.03-21.03 TP47.592x46.3060.375 5.00 0.00 0.0 56.200 -34.41 3852.37 0.009 (30) L31 21.03-16.03 TP48.878x47.592x0.375 5.00 0.00 0.0 57.730 -35.90 3920.40 0.009 (31) L32 16.03-11.03 TP50.164x48.878x0.375 5.00 0.00 0.0 59.261 -37.42 3986.48 0.009 (32) L33 11.03-6,03 TP51.449x50.1640.375 5.00 0.00 0.0 60.791 -38.97 4050.59 0.010 (33) 1,34 6.03-1.03(34) TP52.735x51.449x0.375 5.00 0.00 0.0 62.322 -40.56 4112.76 0.010 L35 1.03-0(35) TP53x52.7350.375 1.03 0.00 0.0 62 637 -40.88 4125.32 0 010 Pole Bending Design Data Section Elevation Sife Mx �Iw- Ratio MY �Mny Ratio No. m- MY ft kip ft kip ft �M_ kip ft kip ft �M Ll 162-157(1) TP 14.3x13x0.188 1.03 180.11 0.006 0.00 180.11 0.000 L2 157-152(2) TPI5.6x14.3A.188 3.52 215.06 0.016 0.00 215.06 0.000 L3 152-147(3) TP16.9x15.60.188 47.57 253.11 0.188 0.00 253.11 0.000 L4 147-142(4) TP18.2x16.90.188 88.05 293.52 0.300 0.00 293.52 0.000 L5 142-137(5) TP19.501x18.20.188 153.13 331.77 0.462 0.00 331.77 0.000 L6 137-132(6) TP20.801x19.501x0.188 224.15 371.46 0.603 0.00 371.46 0.000 L7 132-126.9(7) TP22.127x20.801x0.413 314.21 932.83 0.337 0.00 932.83 0.000 L8 126.9- TP22.188x22.12M.413 318.37 938.10 0.339 0.00 938.10 0.000 126.667(8) L9 126.667- TP23.488x22.1880.4 408.91 1024.28 0.399 0.00 1024.28 0.000 121.667(9) L10 121.667- TP25.71x23.4880.388 497.89 1105.04 0.451 0.00 1105.04 0.000 113.12(10) L11 113.12- TP25.577x24.360.313 588.19 962.89 0.611 0.00 962.89 0.000 112.12(11) L12 112 12- TP26.857x25.577x0.313 685.23 1063.62 0.644 0.00 1063.62 0.000 107.12(12) L13 107.12- TP28.138x26.8570.313 784.06 1169.35 0.671 0.00 1169.35 0.000 102.12(13) L14 102.12-97.12 TP29.419x28.138x0.313 884.70 1280.10 0.691 0.00 1280.10 0.000 (14) L15 97.12-92.12 TP30.699x29.41M.313 987.19 1388.23 0.711 0.00 1388.23 0.000 (15) L16 92.12-84.7 TP32.600.6990.313 1046.23 1447.30 0.723 0.00 1447.30 0.000 tnxTower Job Page PSEC Job#19028 (for AT&T Mobility) 17 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX 519-889-3806 JA Section Elevation Size M x �.Ll,r Ratio M v Ratio No. M x A ft kip ft kip-ft FYI_< kip ft kip ft o m (16) 1,17 84.7-8428 TP32.08600.802x0.375 1151.94 1821.43 0.632 0.00 1821.43 0.000 (17) L18 8428-79.28 TP33.37lx32.086x0.375 1259.83 1972.88 0.639 0.00 1972.88 0.000 (18) L19 79.28-74.28 TP34.65503.371x0.375 1369.70 2130.36 0.643 0.00 2130.36 0.000 (19) L20 74.28-69.28 TP35.9404.6550.375 1481.57 2293.89 0.646 0.00 2293.89 0.000 (20) L21 69.28-64.28 TP37.22405.940.375 1595.45 2443.69 0.653 0.00 2443.69 0.000 (21) L22 64.28-59.28 TP38.50907.224x0.375 1711.35 2595.24 0.659 0.00 2595.24 0.000 (22) L23 59.28-54.28 TP39.79308.509x0.375 1829.28 2749.68 0.665 0.00 2749.68 0.000 (23) L24 54.28-49.28 TP41.07809.793x0.375 1949.24 2906.82 0.671 0.00 2906.82 0.000 (24) L25 49.28-42.03 TP42.94x41.0780.375 1981.24 2948.74 0.672 0.00 2948.74 0.000 (25) L26 4203-41.03 TP42.449x40.6670.375 2152.04 3077.42 0.699 0.00 3077.42 0.000 (26) L27 41.03-36.03 TP43.735x42.449x0.375 2277.83 3239.87 0.703 0.00 3239.87 0.000 (27) L28 36.03-31.03 TP45.02x43.7350.375 2405.50 3404.57 0.707 0.00 3404.57 0.000 (28) L29 31.03-26.03 TP46.306x45.020.375 2535.01 3571.37 0.710 0.00 3571.37 0.000 (29) L30 26.03-21.03 TP47.592x46.306x0.375 2666.30 3740.10 0.713 0.00 3740.10 0.000 (30) L31 21.03-16.03 TP48.878x47.592x0.375 2799.30 3910.61 0.716 0.00 3910.61 0.000 (31) L32 16.03-11.03 TP50.164x48.878x0.375 2933.93 4082.74 0.719 0.00 4082.74 0.000 (32) L33 11.03-6.03 TP51.449x50.164x0.375 3070.16 4256.34 0.721 0.00 4256.34 0.000 (33) L34 6.03-1.03(34) TP52.735x51.449x0.375 3208.02 4431.26 0.724 0.00 4431.26 0.000 L35 1.03-0(35) TP53x52.7350.375 3236.62 4467.44 0.724 0.00 4467.44 0.000 Pole Shear Design Data Section Elevation Size Actual P Ratio Actual Ratio No. V V T L ft K K �V ktp ft kip ft �T L1 162-157(l) TP 14.3x13x0.188 0.16 147.40 0.001 0.00 177.36 0.000- L2 157-152(2) TP15.6x14.30.188 0.63 160.98 0.004 0.41 212.03 0.002 L3 152-147(3) TP 16.9x 15.6x0.188 7.95 174.56 0.046 0.56 249.79 0.002 L4 147-142(4) TP18.2x16.90.188 8.24 188.14 0.044 0.56 290.63 0.002 L5 142-137(5) TP19.501x18.2x0.188 14.06 201.72 0.070 0.98 334.58 0.003 L6 137-132(6) TP20.801x19.501x0.188 14.36 215.29 0.067 0.98 381.61 0.003 L7 132-126.9(7) TP22.127x20.801x0.413 17.85 498.95 0.036 0.23 913.11 0.000 L8 126,9- TP22.188x22.1270.413 17.88 500.34 0.036 0.23 918.32 0.000 126,667(8) L9 126.667- TP23.488x22.188x0.4 18.34 514.43 0.036 0.23 1004.39 0.000 121.667(9) L10 121.667- TP25.71x23.4880.388 18.77 525.54 0.036 0.23 1085.19 0.000 113.12(10) tnxTower Job PSEC Job#19028 (for AT&T Mobility) Page18 of 20 Pier Structural Engineeritzg Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX 519-884-3806 I JA Section Elevation Size Actual VII Ratio Actual �T Ratio No. V <u T. T ft K K �V kip ft kip ft �T L11 113.12- TP25.577x24.36x0.313 19.24 439.78 0.044 0.23 949.10 0.000 112.12(11) L12 112,12- TP26.857x25.577x0.313 19.59 462.08 0.042 0.23 1049.03 0.000 107.12(12) L13 107,12- TP28.138x26.8570.313 19.96 484.37 0.041 0.22 1153-96 0.000 102.12(13) L14 102.12-97.12 TP29.419x28.138x0.313 20.32 506.66 0.040 0.22 1263.89 0.000 (14) L15 97.12-92.12 TP30.699x29.4190.313 20.69 528.96 0.039 0.22 1378.83 0.000 (15) L16 92,12-84.7 TP32.600.699x0.313 20.91 541.62 0.039 0.22 1446.33 0 000 (16) L17 84.7-84.28 TP32.086x30.8020.375 21.39 662.41 0.032 0.22 1796.35 0.000 (17) L18 84.28-79.28 TP33.37102.0860.375 21.79 689.25 0.032 0.22 1946.63 0.000 (18) L19 79.28-74.28 TP34.65503.371x0.375 22.18 716.08 0.031 0.22 2102.95 0.000 (19) L20 74.28-69.28 TP35.94x34.6550.375 22.58 742.91 0.030 0.22 2265.30 0.000 (20) L21 69.28-64.28 TP37.22405.940.375 22.99 769.74 0.030 0.22 2433.69 0.000 (21) L22 64.28-59.28 TP38.509x37.224x0.375 23.39 796.57 0.029 0.22 2608.12 0.000 (22) L23 59.28-54.28 TP39.79308.509x0.375 23.80 823.40 0.029 0.22 2788.58 0.000 (23) L24 54.28-49.28 TP41.07809.7930.375 24.21 850.23 0.028 0.22 2975.08 0.000 (24) L25 49.28-42.03 TP42 94x41.0780.375 24.31 857.31 0.028 0.22 3025.32 0.000 (25) L26 42.03-41.03 TP42.449x40.667x0.375 24.98 878.87 0.028 0.22 3180.83 0.000 (26) L27 41.03-36.03 TP43.735x42.4490.375 25.36 905.73 0.028 0.22 3380.03 0.000 (27) L28 36.03-31.03 TP45.02x43.7350.375 25.73 932.59 0.028 0.22 3585.27 0.000 (28) L29 31.03-26.03 TP46.306x45.020.375 26.10 959.45 0.027 0.22 3796.55 0.000 (29) L30 26.03-21.03 TP47.592x46.306x0.375 26.45 986.31 0.027 0.22 4013.88 0.000 (30) L31 21.03-16.03 TP48.878x47.5920.375 26.78 1013.17 0.026 0.22 4237.27 0.000 (31) L32 16.03-11.03 TP50.164x48.8780.375 27.10 1040.03 0.026 0.22 4466.70 0.000 (32) L33 11.03-6.03 TP51.449x50.1640.375 27.42 1066.89 0.026 0.22 4702.18 0.000 (33) L34 6.03-1.03(34) TP52.735x51.449x0.375 27.75 1093.74 0.025 0.22 4943.72 0.000 L35 1.03-0(35) TP53x52.735x0.375 27.82 1099.28 0.025 0.22 4994.23 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. Mx MY V T Stress Stress ft �Pn �Mnx �Mn„v �V �T Ratio Ratio L1 162-157(l) 0.001 0.006 0.000 0.001 0.000 0.007 1.050 4.8.2 L2 157-152(2) 0.001 0.016 0.000 0.004 0.002 0.017 1.050 4.8.2 tnxTower Job Page PSEC Job#19028 (for AT&T Mobility) 19 of 20 Pier Structural Engineering Project Date Corp. 800530-MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court Waterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE JA FAX 519-884-3806 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ Afx M„ V T Stress Stress ft r P„ rp.f- �V r T' Ratio Ratio L3 152-147(3) 0.004 0.188 0.000 0.046 0.002 0.194 1.050 4.8.2 L4 147-142(4) 0 004 0 300 0.000 0.044 0.002 0.306 1.050 4.8.2 L5 142-137(5) 0 007 0 462 0.000 0.070 0.003 0.474 1.050 4.8.2 L6 137-132(6) 0.007 0.603 0.000 0.067 0.003 0.616 1.050 4.8.2 L7 132-126.9(7) 0.004 0.337 0.000 0.036 0.000 0.342 1.050 4.8.2 L8 126.9- 0.004 0.339 0.000 0.036 0.000 0.345 1.050 4.8.2 126.667(8) L9 126.667- 0.004 0.399 0.000 0.036 0.000 0.405 1.050 4.8.2 121.667(9) L10 121.667- 0.005 0.451 0.000 0.036 0.000 0.456 1.050 4.8.2 113.12(10) L11 113.12- 0.006 0.611 0.000 0.044 0.000 0.619 1.050 4.8.2 112.12(11) L12 112.12- 0.006 0.644 0.000 0.042 0.000 0.652 1.050 4.8.2 107.12(12) L13 107,12- 0.006 0.671 0.000 0.041 0.000 0.679 1.050 4.8.2 102.12(13) L14 102.12-97.12 0.007 0.691 0.000 0.040 0.000 0.699 1.050 4.8.2 (14) L15 97.12-92.12 0.007 0.711 0.000 0.039 0.000 0.719 1.050 4.8.2 (15) L16 92.12-84.7 0.007 0.723 0.000 0.039 0.000 0.731 1.050 4.8.2 (16) L17 847-84.28 0.006 0.632 0.000 0.032 0.000 0.640 1.050 4.8.2 (17) L18 84.28-79.28 0.006 0.639 0.000 0.032 0.000 0.646 1.050 4.8.2 (18) L19 79.28-74.28 0.006 0.643 0.000 0.031 0.000 0.650 1.050 4.8.2 (19) L20 74.28-69.28 0.007 0.646 0.000 0.030 0.000 0.653 1.050 4.8.2 (20) L21 69.28-64.28 0.007 0.653 0.000 0.030 0.000 0.660 1.050 4.8.2 (21) L22 64.28-59.28 0.007 0.659 0.000 0.029 0.000 0.667 1.050 4.8.2 (22) L23 59.28-54.28 0.007 0.665 0.000 0.029 0.000 0.673 1.050 4.8.2 (23) L24 54.28-49.28 0.007 0.671 0.000 0.028 0.000 0.679 1.050 4.8.2 (24) L25 49.28-42.03 0.007 0.672 0.000 0.028 0.000 0.680 1.050 4.8.2 (25) L26 42.03-41.03 0.008 0.699 0.000 0.028 0.000 0.708 1.050 4.8.2 (26) L27 41.03-36.03 0.008 0.703 0.000 0.028 0.000 0.712 1.050 4.8.2 (27) L28 36.03-31.03 0.008 0.707 0.000 0.028 0.000 0.716 1.050 4.8.2 (28) L29 31.03-26.03 0.009 0.710 0.000 0.027 0.000 0.719 1.050 4.8.2 (29) L30 26.03-21.03 0.009 0.713 0.000 0.027 0.000 0.723 1.050 4.8.2 (30) L31 21.03-16.03 0.009 0.716 0.000 0.026 0.000 0.726 1.050 4.8.2 (31) L32 16.03-11.03 0.009 0.719 0.000 0.026 0.000 0.729 1.050 4.8.2 (32) L33 11.03-6,03 0.010 0.721 0.000 0.026 0.000 0.732 1 050 4.8.2 (33) L34 6.03-1.03(34) 0.010 0.724 0.000 0.025 0.000 0.734 1.050 4.8.2 L35 1.03-0(35) 0.010 0.724 0.000 0.025 0.000 0.735 1.050 4.8.2 tnxTower Job PSEC Job#19028 (for AT&T Mobility) Page 20 of 20 Pier Structural Engineering Project Date Corp. 800530 - MA NORTHHAMPTON II CAC 800530 15:28:19 11/27/18 168 Lexington Court PFaterloo,Ontario Client Designed by Phone:519-885-3806 CROWN CASTLE FAX.519-884-3806 1 JA Section Capacity Table Section Elevation Component Size Critical P op,11 w % Pass No ft Type Element K K Capacity Fail L1 162-157 Pole TP14.3xl3x0.188 1 -0.66 655.19 0.6 Pass L2 157-152 Pole TP15.6xl4.3x0.188 2 -0.36 715.55 1.6 Pass L3 152-147 Pole TPI6.9x15.6x0.188 3 -2.75 775.90 18.5 Pass L4 147-142 Pole TPI 8.2xl6.9x0.188 4 -3.06 834.15 29.1 Pass L5 142-137 Pole TP19.501xl8.2x0.188 5 -6.04 878.77 45.1 Pass L6 137-132 Pole TP20.80lx]9.501x0.188 6 -6.53 921.28 58.6 Pass L7 132-126.9 Pole TP22.127x20.8010.413 7 -8.60 2217.82 32.6 Pass L8 126.9-126.667 Pole TP22.188x22.1270.413 8 -8.64 2224.02 32.8 Pass L9 126.667- Pole TP23.488x22.188x0.4 9 -9.44 2286.63 38.6 Pass 121.667 L10 121.667-113.12 Pole TP25.7lx23.488x0.388 10 -10.23 2336.04 43.5 Pass LI 1 113.12-112.12 Pole TP25.577x24.36x0.313 11 -11.37 1954.83 589 Pass L12 112.12-107.12 Pole TP26.857x25.577x0.313 12 -12.22 2053.93 62.1 Pass L13 107.12-102.12 Pole TP28.138x26.857x0.313 13 -13.09 2153.02 64.6 Pass L14 102.12-97.12 Pole TP29.419x28.138x0.313 14 -14.00 2252.12 66.6 Pass L15 97.12-92.12 Pole TP30.699x29.419x0.313 15 -14.93 2338.38 68.5 Pass L16 92.12-84.7 Pole TP32.6x30.6990.313 16 -15.46 2380.31 69.6 Pass L17 84.7-84.28 Pole TP32.08600.8020.375 17 -17.08 2944.43 60.9 Pass L18 84.28-79.28 Pole TP33.37102.0860.375 18 -18.17 3063.70 61.5 Pass L19 79.28-74.28 Pole TP34.65503.3710.375 19 -19.31 3182.96 61.9 Pass L20 74.28-69.28 Pole TP35.94x34.655x0.375 20 -20.47 3302.22 62.2 Pass L21 69.28-64.28 Pole TP37.22405.940.375 21 -21.67 3394.01 62.9 Pass L22 64.28-59.28 Pole TP38.509x37.224x0.375 22 -22.90 3481.90 63.5 Pass L23 59.28-54.28 Pole TP39.793x38.509x0.375 23 -24.16 3567.75 64.1 Pass L24 54.28-49.28 Pole TP41.07809.7930.375 24 -25.45 3651.54 64.6 Pass L25 49.28-42.03 Pole TP42.94x41.078x0.375 25 -25.80 3673.32 64.8 Pass L26 42.03-41.03 Pole TP42.449x40.6670.375 26 -28.77 3738.73 67.4 Pass L27 41.03-36.03 Pole TP43.735x42.449x0.375 27 -30.13 3818.38 67.8 Pass L28 36.03-31.03 Pole TP45.02x43.735x0.375 28 -31.53 3895.97 68.2 Pass L29 31.03-26.03 Pole TP46.306x45.02x0.375 29 -32.95 3971.51 68.5 Pass L30 26.03-21.03 Pole TP47.592x46.306x0.375 30 -34.41 4044.99 68.8 Pass L31 21.03-16.03 Pole TP48.878x47.5920.375 31 -35.90 4116.42 69.1 Pass L32 16.03-11.03 Pole TP50.164x48.878x0.375 32 -37.42 4185.80 69.4 Pass L33 11.03-6.03 Pole TP51.449x50.1640.375 33 -38.97 4253.12 69.7 Pass L34 6.03-1.03 Pole TP52.735x51.449x0.375 34 -40.56 4318.40 69.9 Pass L35 1,03-0 Pole TP53x52.735x0.375 35 -4088 4331.59 70.0 Pass Summary Pole(1,35) 70.0 Pass RATING= 70.0 Pass Program Version 8.0.4.0-8/15/2018 Fileal/PROJLCTS/JOB 19000-19900/19000-19099/19028-CCI-800530-MA NORTHAMPTON II CAC 800530/800530 LC7 20181127 Reinforeed.eri T November 27, 2018 • 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 8 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.0.4.0 Clients TX LINE LAYOUT CROWN CASTLE i r',Z`7 •tb �� (1 1/11e2 rt uvnU IM. FO IA OONM�►wip°m • Lam Revisions I f a1 1 1 1 O3 O2 A ISSUED FOR REVIEW 11.27.181 EOUW►OIT No. Description Dote 1-5)W TO 132 PT LFIEL \ / TME W~MN CORfAPM W TNS SU Of DOCWDM 6 PROP U#"W t nAM ANY UM OR MmosWE Mot TIm TINT MM RELATES TO W / mm t w 6 Si amy PRONtR M \ Gq•wrYq!Fn pF:519-885-3806 ix:W19-886-00]6 R SE�SUTE ww.p-=e PIER STRUCTURAGINEERING CORP 55 NORTHFIELD DI198 WATERLOO,ON N2K 3T6 Fo OONeNfeI1LO laulp R11tJ aro'To Im rt LM 311 10 13e rt UM) 1-eA TO tae rt UIMtt me�•^"' 19028 800530 MA NORTHHAMPTON II CAC 800530 s�.l TI1M TX LINES JA al+e a Appall w —I November 27, 2018 162-ft Monopole Tower Structural Analysis CCI BU No 800530 Project Number 19028, Order 467520, Revision 1 Page 9 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.4.0 CROWN Crown Castle 3 Corporate Park Drive,Suite 101 CCCASTLE Clifton Park,NY 12065 January 28, 2019 City of Northampton Building Department 212 Main Street, Room 100 Northampton, MA 01060 413-587-1240 RE: Request for Building Permit for: Site Name: 4SHM051A Site Address: 22 Atwood Dr Site Number: 800530 To whom it may concern, On behalf of T-Mobile, I submit the enclosed Building Permit Application material for the T- Mobile installation on the existing antenna site at 22 Atwood Dr. The scope of work includes adding 3 antennas, 3 RRUs and 1 Hybrid cable to existing facility with no ground changes proposed. Included is the following: • Building Permit Application • (3) sets of 11" x 17" Construction Drawings • Passing Structural analysis • Construction Supervisors License • Certificate of Insurance • Workers Comp Affidavit • Check for$140 based off$20,000 construction cost Please note on February 22, 2012, Congress enacted the "collocation-by-right" (Section 6409(a)), which mandates that state and local governments approve any "Eligible Facilities Request". Under Section 6409(a)(2)(A)-(C), an "Eligible Facilities Request" is any request to modify a Tower or Base Station that involves "collocations of new Transmission Equipment," "removal," or "replacement" of Transmission Equipment. Six criteria have been outlined in the FCC Report and Order captioned, In The Foundation for a Wireless World. CrownCastle.com re: Acceleration of Broadband Development by Improving Wireless Facilities Siting Policies (October 17, 1024) Finals Rule codified at 47 CFR Parts 1 and 17 promulgating regulations interpreting and implementing the provisions of the Spectrum Act. The Regulations determined that any modification to and existing Tower that meets the criteria as set forth below, does not substantially change the physical dimensions of the existing Tower and an Eligible Facilities Request must be granted. 1. The modifications do not increase the height of the Tower by twenty feet or ten percent, whichever is greater. 2 . The modifications to the Transmission Equipment do not protrude from the edge of the Tower by twenty feet or more than the width of the Tower(whichever is greater), at the level where the transmission equipment modifications are made; 3. The modifications to the Transmission Equipment do not involve the installation of more than standard number of equipment cabinets for the technology involved, not to exceed four; 4. The modifications to the transmission Equipment do not entail any excavation or deployment outside of the Tower site; 5. The modifications to the Transmission Equipment do not defeat any existing concealment elements of the Tower; 6. The modifications to the Transmission Equipment comply with prior conditions of approval of the Tower, unless the non-compliance is due to an increase in height, increase in width, addition of equipment cabinets, or new excavation that does not exceed the corresponding "substantial change" threshold in numbers 1-4. The proposed modification complies with all federal, state, and local zoning and permitting requirements as is evidenced by the drawings provided. The new antennas will not increase the tower's height or width. The modification will not require excavation outside the tower site. The concealment elements of the tower will not be altered. Lastly, the modification to the transmission equipment complies with the prior conditions of approval of the tower. It is our expectation that this application will be processed without any further delay and in a manner consistent with the newly enacted federal legislation. Thank you in advance for your anticipated cooperation. The Foundation for a Wireless World. CrownCastle.com 1 Please do not hesitate to contact me at the number below if you have any questions or require anything additional. Regards, W iffiam E Stare Will Stone 518-373-3543 william.stone(a),crowncastle.com Area Real Estate Specialist The Foundation for a Wireless World. CrownCastle.com i SHEET INDEX F- PROJECT SITE INFORMATION NO. DESCRIPTION SITE ID: 4SHM051A 0 T1 TITLE PAGE N1 NOTES ® ® ■ ■M0 SITE NAME: NAMPTON_CCIw1P O F-=� C1 PLAN & ELEVATION SITE ADDRESS: NORTHAMPTON, MA 01063 ?0 C2 RF CHART AND ORIENTATION PERMITTING JURISDICTION: TOWN OF NORTHAMPTON • M "o D1 EQUIPMENT DETAILS COUNTY: HAMPSHIRE ■ �'J ZONING: GB El GROUNDING & ELECTRICAL DETAILS ~ E2 RF PLUMBING DIAGRAM CROWN SITE COORDINATES: • LATITUDE: 42-18' 09,8" N (42.302722') (NAD 83) CCCASTLE LONGITUDE: 72'37' 30.7" W(-72,625194') (NAD 83) 0101 APPLICANT: T-MOBILE NORTHEAST LLC 103 MONARCH DRIVE V U)o;� p LIVERPOOL, NY 13088 0 CBU - O c m Z K N 800530 11- `p E SITE ID Z TOWER OWNER NOTIFICATION 4SHM051A ONCE THE CONTRACTOR HAS RECEIVED AND ACCEPTED THE NOTICE TO STRUCTURAL ANALYSIS INFORMATION �,,✓` h!�, PROCEED, CONTRACTOR WILL CONTACT THE CROWN CASTLE CONSTRUCTION SITE NAME I �P MANAGER OF RECORD (NOTED ON THE FIRST PAGE ON THIS CONSTRUCTION TOWER ANALYSIS DRAWING) A MINIMUM OF 48 HOURS PRIOR TO WORK START. UPON ARRIVAL TO NAMPTON CCI MP BASED ON THE STRUCTURAL ANALYSIS COMPLETED BY PIER STRUCTURAL ENGINEERI G 4 J H S. THE JOB SITE, CONTRACTOR CREW IS REQUIRED CALL 1-800-788-7011 TO CORP. DATED 11/27/2018. THE EXISTING TOWER IS CAPABLE OF SUPPORTING THE l NOTIFY THE CROWN CASTLE NOD WORK HAS BEGUN. PROPOSED EQUIPMENT CONFIGURATION. J ) �LFfi 1 SITE ADDRESS 4 No.49647 ANTENNA MOUNTS INFINIGY ENGINEERING HAS NOT EVALUATED THE EXISTING MOUNTS FOR THIS SITE, `,�'`Fss O ST E1 .' ATWOOD DR NORTHAMPTON, MA 01063 AND ASSUMES NO RESPONSIBILITY FOR ITS STRUCTURAL INTEGRITY. REFER TO ► Al PASSING MOUNT ANALYSIS PRIOR TO ANY CONSTRUCTION. e,tAVMOb nDN TD IH.:DOCUMbf A Ma=Df CONFIGURATION AP%)CABLE etATL AND LOCM LAWS 702CU PROJECT TEAM INFORMATION DmeMR waymmceoR n IN/23A49 QUE.NT REPRE ENj&ML CROWN CASTLE " ' 14"K w 3 CORPORATE PARK DRIVE SUITE 101 CLIFTON PARK, NY 12065 Dnswn' "m Designed: MRL_ CLIENT REP. CONTACT: WILL STONE Checked: AD (518) 373-3543 Pfcleof Numtn+. eOE00T ENGINEER: INFINIGY Pfoloct Title: 6865 DEERPATH ROAD SUITE 152 4SHM051A LOCATION MAP GENERAL NOTES CODE COMPLIANCE ELKRIDGE, MD 21075 ENGINEER CONTACT: MATTHEW LIVERETTE NAMPTON_CCI_MP (518) 690-0790 HANDICAP ACCESS REQUIREMENTS ARE NOT REQUIRED. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCEOR AnPTON.WOOD M • WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED WITH ANY N red FordPTON.MA 0106) SCOPE O F WORK Prepared Far. • FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. LOCAL AMENDMENTS BY THE LOCAL GOVERNING AUTHORITIES: Z W W FACILITY HAS NO PLUMBING OR REFRIGERANTS. INTERNATIONAL BUILDING CODE • NATIONAL ELECTRICAL CODE SCOPE OF WORK: • THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC REGULATORY • NATIONAL FIRE PROTECTION ASSOCIATION 101 L600 (NEW ENGLAND MARKET):: ADDING (3) ANTENNA, (3) RRU, (1) HYBRID FIBER. PROJECT REQUIREMENTS. • NATIONAL FIRE PROTECTION ASSOCIATION 1 NO OTHER CHANGES OUTSIDE ALLOWABLE LEASE AREA. NO CHANGE TO 132'CL AND SITE LOCAL BUILDING CODES 132'CL. FINAL CONFIG: (9) ANTENNAS, (3) TMAS, (3) RRUS, (6) COAX, (1) HYBRID. ♦� IT ALL NEW MATERIAL SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR • CITY/COUNTY ORDINANCES V V !l UNLESS NOTED OTHERWISE. EQUIPMENT, ANTENNAS/RRH AND CABLES AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. • UNDERWRITERS LABORATORIES APPROVED ELECTRICAL PRODUCTS. • ANSI EIA/TC, 222 REV. G . THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT TIA 607 ON STORMWATER DRAINAGE. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 v . IEEE C2 (LATEST EDITION) • NO SANITARY SEWER, POTABLE WATER, OR TRASH DISPOSAL SERVICE IS . TELCORDIA GR-1275 REQUIRED . ANSI T1.311 Drawing Tide 1 TO OBTAIN LOCATION OF PARTICIPANTS NO COMMERCIAL SIGNAGE IS PROPOSED UNDERGROUND FAOLSD TITLE PAGE 4� YW OIG IN MASSACHUSETETTS,,CALLCALL IO SAFE SYSTEM,IN • TOLL FREE:1-889-344-7233 OR www.dlgsafe Com {, MASSACHUSETTS Knowwhat'sbelOW. STATUTE REQUIRES MIN Of3:NiRgNUmDef (� OF 2 WORKING DAYS rG1II b0I0I8 you dig. NOTICE BEFORE YOU EXCAVATE T1 c GENERAL NOTES PART 1 - GENERAL REQUIREMENTS 2 4 COMPANY FURNISHED MATERIAL AND EQUIPMENT: ALL HANDLING, STORAGE F. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA SYMBOL DESCRIPTION AND INSTALLATION OF COMPANY FURNISHED MATERIAL AND EQUIPMENT TRANSMISSION UNE ACCEPTANCE STANDARDS. 1.1 THE WORK SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT CIRCUIT BREAKER 1.0 DOCUMENTS AND WITH THE MANUFACTURER'S INSTRUCTIONS AND G. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. ® _=z STANDARDS, LATEST EDITION, AND PORTIONS THEREOF, INCLUDED BUT NOT RECOMMENDATIONS. LMITED TO THE FOLLOWING: a NON-FUSIBLE DISCONNECT SWITCH o,0, A. GR-63-CORE NEBS REQUIREMENTS: PHYSICAL PROTECTION A. CONTRACTOR SHALL PROCURE ALL OTHER REQUIRED WORK RELATED 0<0 o B. GR-78-CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN MATERIALS NOT PROVIDED BY T-MOBILE TO SUCCESSFULLY PART 6 - TRENCHING AND BACKFILLING ❑F FUSIBLE DISCONNECT SWITCH w o a AND MANUFACTURE OF TELECOMMUNICATIONS EQUIPMENT. CONSTRUCT A WIRELESS FACILITY. D m r� C. NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS 6.1 TRENCHING AND BACKFILLING: THE CONTRACTOR SHALL PERFORM ALL o SURFACE MOUNTED PANEL BOARD O 2.5 DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD EXCAVATION OF EVERY DESCRIPTION AND OF WHATEVER SUBSTANCES m ' (NEPA) INCLUDING NEPA 70 (NATIONAL ELECTRICAL CODE - "NEC"). DIMENSIONS BEFORE FABRICATION OR ORDERING OF MATERIALS. DO NOT ENCOUNTERED, TO THE DEPTHS INDICATED ON THE CONSTRUCTION D TRANSFORMER D. AND NAPA 101 (LIFE SAFETY CODE). SCALE DRAWINGS. DRAWINGS OR AS OTHERWISE SPECIFIED. E. AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM). ® KILOWATT HOUR METER F. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE). 2.6 EXISTING CONDITIONS: NOTIFY THE COMPANY REPRESENTATIVE OF A. PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR SHALL CHECK WITH THE LOCAL UTILITIES AND THE RESPECTIVE UTILITY d6 1.2 DEFINITIONS: EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED THE DRAWINGS. LOCATOR COMPANIES PRIOR TO STARTING EXCAVATION JUNCTION BOX DO NOT REMOVE ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR 010 A: WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE WRITTEN APPROVALL OPERATIONS IN EACH RESPECTIVE AREA TO ASCERTAIN THE FROM THE ARCHITECT AND ENGINEER. p8 PULL BOX TO NEC/TELCO STANDARDS CONTRACT DOCUMENTS. LOCATIONS OF KNOWN UTILITY LINES. THE LOCATIONS, NUMBER ❑ N B: COMPANY: T-MOBILE CORPORATION PART 3 - RECEIPT OF MATERIAL & EQUIPMENT AND TYPES OF EXISTING UTILITY LINES DETAILED ON THE UNDERGROUND UTILITIES ' n C. ENGINEER: SYNONYMOUS WITH ARCHITECT & ENGINEER AND "A&E", CONSTRUCTION DRAWINGS ARE APPROXIMATE AND DO NOT -- ----- V � THE DESIGN PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR 3.1 RECEIPT OF MATERIAL AND EQUIPMENT: CONTRACTOR IS RESPONSIBLE FOR REPRESENT EXACT INFORMATION. THE CONTRACTOR SHALL BE DESIGN OF THE PROJECT, T-MOBILE PROVIDED MATERIAL AND EQUIPMENT AND UPON RECEIPT RESPONSIBLE FOR REPAIRING ALL LINES DAMAGED DURING EXOTHERMIC WELD CONNECTION N^ D: CONTRACTOR: CONSTRUCTION CONTRACTOR; CONSTRUCTION VENDOR; SHALL EXCAVATION AND ALL ASSOCIATED OPERATIONS. ALL UTILITY s INDIVIDUAL ENTITY WHO AFTER EXECUTION OF A CONTRACT IS BOUND A. ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT. LINES UNCOVERED DURING THE EXCAVATION OPERATIONS, SHALL MECHANICAL CONNECTION a_ TO ACCOMPLISH BE PROTECTED FROM DAMAGE DURING EXCAVATION AND SH THE WORK. B. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. qQ ASSOCIATED OPERATIONS. ALL REPAIRS SHALL BE APPROVED BY l-. OR GROUND ROD E: THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED C. TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE U ® U SEPARATELY BY THE COMPANY, A&E, OR CONTRACTOR TO PROVIDE PROTECTION AS REQUIRED IN AGREEMENT. THE UTILITY COMPANY. MATERIALS OR TO ACCOMPLISH SPECIFIC TASKS RELATED TO BUT NOT D. RECORD ANY DEFECTS OR DAMAGES AND WITHIN TWENTY-FOUR HOURS II-Q OR® GROUND ROD WITH INSPECTION SLEEVE INCLUDED IN THE WORK, AFTER RECEIPT, REPORT TO T-MOBILE OR ITS DESIGNATED B. HAND DIGGING: UNLESS APPROVED IN WRITING OTHERWISE, ALL PROJECT REPRESENTATIVE OF SUCH. DIGGING WITHIN AN EXISTING CELL SITE COMPOUND IS TO BE 7-7GROUND BAR 1.3 POINT OF CONTACT: COMMUNICATION BETWEEN THE COMPANY AND THE E. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING. DONE BY HAND, CONTRACTOR SHALL FLOW THROUGH THE SINGLE COMPANY SITE F. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND 120AC DUPLEX RECEPTACLE DEVELOPMENT SPECIALIST OR OTHER PROJECT COORDINATOR APPOINTED EQUIPMENT, DELIVERING AND OFF-LOADING FROM CONTRACTOR'S C. DURING EXCAVATION, MATERIAL SUITABLE FOR BACKFILLING ►"` Va TO MANAGE THE PROJECT FOR THE COMPANY. WAREHOUSE TO SITE. SHALL BE STOCKPILED IN AN ORDERLY MANNER A SUFFICIENT —G— GROUND CONDUCTOR ✓ tiV�FI hlq DISTANCE FROM THE BANKS OF THE TRENCH TO AVOID 1.4 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT OVERLOADING AND TO PREVENT SLIDES OR CAVE-INS, ALL DC POWER AND FIBER OPTIC TRUNK CABLES THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, PART 4 - GENERAL REQUIREMENTS FOR CONSTRUCTION EXCAVATED MATERIALS NOT REQUIRED OR SUITABLE FOR METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE 4.1 CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE BACKFILL SHALL BE REMOVED AND DISPOSED OF AT THE E — DC POWER CABLESCONTRACTOR'S EXPENSE. WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY A MATERIAL, DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, D. GRADING SHALL BE DONE AS MAY BE NECESSARY TO PREVENT _ REPRESENTS DETAIL NUMBER J N �b"4 ��1 AT ALL TIMES DURING PERFORMANCE OF THE WORK. IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. .r SURFACE WATER FROM FLOWING INTO TRENCHES OR OTHER 1.5 DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THEEXCAVATIONS, AND ANY WATER ACCUMULATING THEREIN SHALL REF. DRAWING NUMBER �� 'Qtr O •• CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE 4.2 EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" BE REMOVED BY PUMPING OR BY OTHER APPROVED METHOD. 'CF GrSTEft� �C1� ; S CONSTRUCTION DRAWINGS, STANDARD CONSTRUCTION DETAILS FOR AND CLEAR OF DEBRIS. E. SHEETING AND SHORING SHALL BE DONE AS NECESSARY FOR AL WIRELESS SITES, AND THE STANDARD CONSTRUCTION SPECIFICATIONS FOR 4.3 CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO DISCOVER THE PROTECTION OF THE WORK AND FOR THE SAFETY OF WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH AND LOCATE ANY HAZARDOUS CONDITION. PERSONNEL. UNLESS OTHERWISE INDICATED, EXCAVATION SHALL UNAUTHORIZED oIZEU ALTERATION OR ADDITION ToN OF CONSTRUCTION COMPLETION. A. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION BE BY OPEN CUT, EXCEPT THAT SHORT SECTIONS OF A TRENCH A"LCAOLt STATE AND d1 LOCAL LAVA A. THE JOBSITE DRAWINGS, SPECIFICATIONS AND DETAILS SHALL BE WHICH HAS NOT BEEN ABATED OR OTHERWISE MITIGATED, CONTRACTOR MAY BE TUNNELED IF, THE CONDUIT CAN BE SAFELY AND CLEARLY MARKED DAILY IN PENCIL WITH ANY CHANGES IN CONSTRUCTION AND ALL OTHER PERSONS SHALL IMMEDIATELY STOP WORK IN THE PROPERLY INSTALLED AND BACKFILL CAN BE PROPERLY TAMPED OVER WHAT IS DEPICTED IN THE DOCUMENTS. AT CONSTRUCTION AFFECTED AREA AND NOTIFY COMPANY IN WRITING, THE WORK IN THE IN SUCH TUNNEL SECTIONS. EARTH EXCAVATION SHALL COMPLETION, THIS JOBSITE MARKUP SET SHALL BE DELIVERED TO THE AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTIFICATION COMPRISE ALL MATERIALS AND SHALL INCLUDE CLAY, SILT, a 56L(D rw wismvcw. AT anapo COMPANY OR COMPANY'S DESIGNATED REPRESENTATIVE TO BE BY COMPANY. SAND, MUCK, GRAVEL, HARDPAN, LOOSE SHALE, AND LOOSE A ietb[D ICN ntmtW aL rxros/te FORWARDED TO THE COMPANY'S A&E VENDOR FOR PRODUCTION OF B. CONTRACTOR AGREES TO USE CARE WHILE ON THE SITE AND SHALL STONE. N. Ie.u.b. a Du. "AS-BUILT" DRAWINGS. NOT TAKE ANY ACTION THAT WILL OR MAY RESULT IN OR CAUSE THE Drawn: no HAZARDOUS CONDITION TO BE FURTHER RELEASED IN THE ENVIRONMENT, F. TRENCHES SHALL BE OF NECESSARY WIDTH FOR THE PROPER Deelgned: mL 1.6 USE OF JOB SITE: THE CONTRACTOR SHALL CONFINE ALL CONSTRUC11ON OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD. LAYING OF THE CONDUIT OR CABLE, AND THE BANKS SHALL BE Checked:_A _ AND RELATED OPERATIONS INCLUDING STAGING AND STORAGE OF AS NEARLY VERTICAL AS PRACTICABLE. THE BOTTOM OF THE Project Number: MATERIALS AND EQUIPMENT, PARKING, TEMPORARY FACILITIES, AND WASTE 4.4 CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE PERMITTED BY THE SHOULD AREAS OUTSIDE THE PROJECT LIMITS BE AFFECTED BY BEARING AND SUPPORT FOR EACH SECTION OF THE CONDUIT OR e00-007 CONTRACT DOCUMENTS, CONTRACTOR'S ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY RETURN THEM CABLE ON UNDISTURBED SOIL AT EVERY POINT ALONG ITS ProjectTtle: TO ORIGINAL CONDITION. ENTIRE LENGTH. EXCEPT WHERE ROCK IS ENCOUNTERED, CARE 4SHM051A 1.7 NOTICE TO PROCEED: SHALL BE TAKEN NOT TO EXCAVATE BELOW THE DEPTHS A. NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO 4.5 CONDUCT TESTING AS REQUIRED HEREIN. INDICATED. WHERE ROCK EXCAVATIONS ARE NECESSARY, THE ABBREVIATIONS NAMPTON CCI_MP PROCEED. ROCK SHALL BE EXCAVATED TO A MINIMUM OVER DEPTH OF 6 - B. UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY INCHES BELOW THE TRENCH DEPTHS INDICATED ON THE PERFORM ALL WORK NECESSARY TO PROVIDE T-MOBILE WITH AN CONSTRUCTION DRAWINGS OR SPECIFIED. OVER DEPTHS IN THE ATIVOOD DR OPERATIONAL WIRELESS FACILITY. ROCK EXCAVATION AND UNAUTHORIZED OVER DEPTHS SHALL BE NORTHAMPTON,MA 01 D63 PART 2 - EXECUTION THOROUGHLY BACK FILLED AND TAMPED TO THE APPROPRIATE Prepared For: GRADE. WHENEVER WET OR OTHERWISE UNSTABLE SOIL THAT IS CIGBE COAX ISOLATED GROUND BAR EXTERNAL Z W 2.1 TEMPORARY UTILITIES AND FACILITIES: THE CONTRACTOR SHALL BE INCAPABLE OF PROPERLY SUPPORTING THE CONDUIT OR CABLE IS ENCOUNTERED IN THE BOTTOM OF THE TRENCH, SUCH SOLID MIGB MASTER ISOLATED GROUND BAR RESPONSIBLE FOR ALL TEMPORARY U11UTlES AND FACILITIES NECESSARY SHALL BE REMOVED TO A MINIMUM OVER DEPTH OF 6 INCHES SST SELF SUPPORTING TOWER O N EXCEPT AS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. PART 5 - TESTS AND INSPECTIONS AND THE TRENCH BACKFILLED TO THE PROPER GRADE WITH GPS GLOBAL POSITIONING SYSTEM TEMPORARY UTILITIES AND FACILITIES INCLUDE, POTABLE WATER, HEAT, 5.1 TESTS AND INSPECTIONS: EARTH OF OTHER SUITABLE MATERIAL, AS HEREINAFTER Q HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SPECIFIED. TYP, TYPICAL TION SERVICES. PROVIDE TEMPORARY UTILITIES V U AND TELEPHONE/COMMUNICA TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. DWG DRAWING AND FACILITIES IN ACCORDANCE WITH OSHA AND THE AUTHORITY HAVING G. BACKFILLING OF TRENCHES. TRENCHES SHALL NOT BE BCW BARE COPPER WIRE JURISDICTION. CONTRACTOR MAY UTILIZE THE COMPANY ELECTRICAL B. CONTRACTOR SHALL COORDINATE TEST AND INSPECTION SCHEDULES BACKFlLLED UNTIL ALL SPECIFIED TESTS HAVE BEEN PERFORMED BFG BELOW FINISH GRADE SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES AVAILABLE. WITH COMPANY'S REPRESENTATIVE WHO MUST BE ON SITE TO WITNESS AND ACCEPTED. WHERE COMPACTED BACKFILL IS NOT INDICATED PVC POLYVINYL CHLORIDE USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR TIES IS SUCH TESTS AND INSPECTIONS. THE TRENCHES SHALL BE CAREFULLY BACKFILLED WITH SELECT EXPRESSLY FORBIDDEN EXCEPT AS OTHERWISE ALLOWEDD IN N THE CONTRACT MATERIAL SUCH AS EXCAVATED SOILS THAT ARE FREE OF CAB CABINET DOCUMENTS. C. WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING AGENCY IS ROOTS,LAYERS AND SOD, THOROUGHLY AND CAREFULLY RAMMED UNTIL THE RUBBISH OR STONES, DEPOSITED IN 6 INCH C CONDUIT REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH SS STAINLESS STEEL 2.2 ACCESS TO WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB G GROUND wing Tltla WORK ON A REGULAR BASIS IN THE STATE WHERE THE PROJECT IS CONDUIT OR CABLE HAS A COVER OF NOT LESS THAN 1 FOOT. Drawing SITE FOR AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED THE REMAINDER OF THE BACKFILL MATERIAL SHALL BE LOCATED AND HAVE A THOROUGH UNDERSTANDING OF LOCAL REPRESENTATIVES OF THE ARCHITECT/ENGINEER DURING ALL PHASES OF AVAILABLE MATERIALS, INCLUDING THE SOIL, ROCK, AND GROUNDWATER GRANULAR IN NATURE AND SHALL NOT CONTAIN ROOTS, SOD, AWG AMERICAN WIRE GAUGE THE WORK. CONDITIONS. RUBBING, OR STONES OF 2-1/2 INCH MAXIMUM DIMENSION. RGS RIGID GALVANIZED STEEL NOTES BACKFILL SHALL BE CAREFULLY PLACED IN THE TRENCH AND IN AHJ AUTHORITY HAVING JURISDICTION 2.3 TESTING: REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL BE D. THE THIRD PARTY TESTING AGENCY IS TO BE FAMILIAR WITH THE 1 FOOT LAYERS AND EACH LAYER TAMPED. SETTLING THE TTLNA TOWER TOP LOW NOISE AMPLIFIER AS INDICATED HEREWITH, ON THE CONSTRUCTION DRAWINGS, AND IN THE APPLICABLE REQUIREMENTS FOR THE TESTS TO BE DONE, EQUIPMENT BACKFILL WITH WATER WILL BE PERMITTED. THE SURFACE SHALL INDIVIDUAL SECTIONS OF THESE SPECIFICATIONS. SHOULD COMPANY BE GRADED TO A REASONABLE UNIFORMITY AND THE MOUNDING UNO UNLESS NOTED OTHERWISE Drawing Number CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT ADDITIONAL TESTING, TO BE USED, AND ASSOCIATED HEALTH AND SAFETY ISSUES. OVER THE TRENCHES LEFT IN A UNIFORM AND NEAT CONDITION. EMT ELECTRICAL METALLIC TUBING THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA E. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE AGL ABOVE GROUND LEVEL N1 FOR COMPANYS TEST AGENCY. GROUNDING SYSTEM DESIGN. i 0 '� c ■ EXISTING CSC TELCO BOX -i TOP OF EXISTING TOWER 162'-Cr±AGL • EXISTING PULL BOX EXISTING TRANSFORMER Pin EXISTING ACCESS GATE EXISTING ANTENNAS F-1 (BY OTHERS) TYP. ■ EXISTING UTILITY FRAME ■■'1 ' X X X EXISTING CABLE _T-MOBILE ANTENNA CENTERUN v VAULT 132'-0' AOL 07 x \ EXISTING T-MOBILE ANTENNA SECTOR W/ EXISTING(2) ANTENNAS (TO REMAIN) r n EXISTING (1) TMA (TO REMAIN) v N x EXISTING BUILDING pR DA�OSEDSED(f)R�NAMENN� (TYP.> (lYP Pae SECTOR 3 sMORS TOTAL) Z PROPOSED(1) T-MOBKE 802 HYBRID CABLE x EXISTING OTHER CARRIER ROUTED W/EVS77NO T-MOBHE CABLES ICE BRIDGE (TYP.)L-1 Lj Z EXISTING T-MOBILE EXISTING MONOPOLE ► 8201 CABINET ►►► R EXISTING T-MOBILEFill q S,� • / FCOA CABINET 0 x EPLATFORM-MOBILE $ ► N 4 � ' t !� EXISTING PPC CABINETST�RQ k 't.rr W/SAFETY LIGHT �` EXISTING T-MOBILE C Tee I Is ICE BRIDGE M COU MAX Ni0 LOM LAMB )VW ISE (1) T-MQBALE k x ex12 HYM CABLE ROUTED W/E,t1MO T-MABU CABLES o MR aw. a a no A aaeo ra swuw a x I Is c.aa raMMruw .u..�aw EXISTING MONOPOLE w. e.eerwrae ft onr Drawn: .m oaelpnee:_Yp►� Chocked: AM EXISTING TREE (TYP.) -M-221- x M-22Lx 4SHM051 A NAMPTON CCI MP X EXISTING FENCE /��y�ppppq X x WITiiMIPfON IM 01063 )C X Prepared For: x x J H dap •'cx Y 1.. Drawwv nue GRAPHIC SCALE: PLAN AND 20' 10' 0 10' 20' ELEVATION Ir 1—\PLAN VI 2 TIN Drawlnp Number NORTH C1 SCALE AS NOTED SCALE (11x17): 1" = 20'-0" SCALE (22x34): 1" = 10'-0" C1 SCALE: NOT TO SCALE C1 t r I y { }( i 6 E k I f I i i �I I v e • SECTOR ANTENNA ANTENNA MODEL VENDOR AZIMUTH M—TILT E—TILT ANTENNA T1JA/RRU CABLE CABLE TYPE AND QUANTITY POSITION CENTERLINE MODEL / LENGTH 182'* (1)6X12 HYBRID A-1 MR21 KRC118023-1—B2A-84F ERICSSION 5' 0 2 132'-0' — TRUNK CABLE (SHAREDO BY ALL SECTORS) EXISTING (2) 1-5/8' COAX (1)8X12 HYBRID ■ ALPHA A-2 LNX-651503-AIM ANDREW S. TRUNK TBD 132'-0' RRUS11 012 18Z� TRUNK CABLE ■ (SHARED BY ALL SECTORS) r (i)6X12 HYBRID i A-3 AIR21 KRC118023-1—B2P-84 ERICSSION 5' 0 2 132'-0' — 182•* TRUNK CABLE (SHARED BY ALL SECTORS) K EY 182'2 (1)GX12 HYBRID EXISTING 00 B-1 AIR21 KRC118023-1—B2A-84 _ TRUNK CABLE PROPOSED ERICSSION 165' 0 2 132'-0' (SHARED BY ALL SECTORS) EXISTING (2) 1-5/8' COAX V BETA e_2 LNX•661502-AIM ANDREW 165' 2 TBD 132'-0" (1)6X12 HYBRID ANTENNA LOCATION KEY a RRUS11 812 182.2 TRUNK CABLE VIEWED FROM BEHIND L (SHARED BY ALL SECTORS) 41)6X12 HYBRID F IR21 KRC118023-1-B2P-B4 ERICSSK)N 185' 0 2 132'-0" - 182'2 TRUNK CABLE (SHARED BY ALL SECTORS) #1 #2 /3 7. 1B2'! (1)6X11 HYBRID ORIENTATION PLAN KEY C-1 AJR21 KRC118023-1-B2A-84 ERICSSION 270' 2 2 132'-0" - TRUNK CABLE DESCRIPTION TYPE QTY STATUS EXISTING (SHARED BY ALL SECTORS) 1 R21 KRC118023-1-82AANTENNA 3 REMAIN ►+�` (2) 1-5/8"COAX +� 2 NR21 KRCI 18023-l-B2P-84A ANTENNA 3 REMAIN (1)6X12 HYBRID GENERAL NOTES: 3 LNX-641608-AIM ANTENNA 3 PROPOSED GAMMA 0-2 LNX•6610Ds•A1M ANDREW 270' 2 TBD 132'-0" RRUS11 612 143'2 TRUNK CABLE 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA (SHARED BY ALL SECTORS) 4 RRUS11 812 RRU 3 PROPOSED INFORMATION IS THE MOST CURRENT AT TIME OFA,$T /ENS (1)SX12 HYBRID 2. CONTRACTOR TO CONFIRM CABLE LENGTHS FOR HN I�I120�9 C-3 AIR21 KRC118023-13213-84 ERICSSION 270' 2 2 132'-0" - 152.3 TRUNK CABLE ANY PROPOSED CABLES/JUMPERS PRIOR TO N0,49847 (IMAM BY ALL SECTORS) CONSTRUCTION. O��FGI8T��'G�►�'�� o A • wdt urs CZ SCALE: NOT TO SCALE asm mean r a Ae w Mc roe uwn x two o r. uw�rer.+,r, Ow Drawn: ■m 0eelOned;-1■,_ cneduld:�eS_ eM;p7 1 '� 2 1 3 4 4SHM051A 2 NAMP�T�OpNppCCI MP N RTHAM ON FM 01009 Prep red For. J �42 2 3 4 NV V V GAMMA 257-0 GAAIM AZ 270' 2 � 2 3 4 1 1 Omw"Tnr RF CHART 2 )I I ANTENNA ORIENT ' 3 P N A ORIENTATION OrawhVNurnbir NORTH C2 SCALE: NOT TO SCALE NORTH C2 SCALE: NOT TO SCALE C2 c ■ 17" 7.2" EXISTING ANTENNA J 11.9" MOUNTING POLE (TYP) w SUN SHIELD---,, ® z oo Z0R PROPOSED MOUNTING rn • f o> n BRACKET(TYP)000 ® r PLAN E• PROPOSED ;/. ANTENNA (TYP) 0 0 0yy��r m PROPOSED RRU I VV yF�a FRONT SIDEcl RRUS W/ c SUN SHIELD Q C� Nc? • PROPOSED MOUNTING <Ur i BRACKET(TYP) 8 r 01 FRONT " F Z � ANDREW MODEL NO.: LNX-6516DS—AIM RRUS-11 812 for WCDMA and ITE SPE IFl ATIOn _ HXWXD, (INCHES) : 19,70"X17.0"X7.20" RADOME MATERIAL: FIBERGLASS A WEIGHT(LBS) : 50.7 .►' �N OF "'< RADOME COLOR: LIGHT GREY 00 COLOR : GRAY <'• DIMENSIONS, HxWxD; 96.4"x11.9"x7.10" o000 1850 to 1910 MHz uplink ��p sA WEIGHT, W/O fit" . 1930 to 1990 MHz downlink I yr C MOUNTING KIT: 48.5 LBS S ` LNX-6515DS—AlM RRUS11 B12 1 TENNA DETAIL 2 ANTENN R U TING DETAIL '� ��y`�```� D1 SCALE: NOT TO SCALE D1 SCALE: NOT TO SCALE " pt SCALE: NOT TO SCALE �!(4' � '; A"UCAXJ S1AIX MIO LOCA LAWS o FOR C(Asv d a a/n/Io A Iwum FO ROMN A n=704 N• e,CTIII4:rI1N'M 0w Drown: Am Designed: W CMoked-AA- 000-007 pttlfCCl cillo. 4SHM051A NAMPTON_CCI_MP ATWOOD DR NORTHAMPTON MA 01063 Proparod For. Z J ON V V 0:...g Title EQUIPMENT DETAILS 0mrMng Number D1 I C) ALPHA SECTOR BETA SECTOR GAMMA SECTOR ...,..��...��11 (LAYOUT SHOWN GENERICALLY. (LAYOUT SHOWN GENERICALLY. (LAYOUT SHOWN GENERICALLY, SEE ANTENNA ORIENTATION) SEE ANTENNA ORIENTATION) SEE ANTENNA ORIENTATION) 0 0 z 0 RiM� ■ mM z zs z z z z ■ ��J 171 a NOTE 4 NOTE 4 NODID TE (TYP) i t t #6 INSULATED � � / #6 INSULATED � � ,/ #6 INSULATED GROUND WIRE.J GROUND WIRE. GROUND WIRE. j GROUND W/ GROUND W/ -� GROUND W/ � � g PROVIDED PROVIDED PROVIDED GROUND KITS ®LUM GROUND KITS BU559Ni GROUND KITS BUS58RH Z `a ur 71 '. PROVIDE #2AWG GROUNDING CONDUCTOR, U.O.N. 2, PROVIDE BONDING AND GROUNDING CONDUCTORS WITH GREEN TYPE THWN INSULATION, U.O.N. 3. PROVIDE SOLID TINNED BARE COPPER WIRE (BCW) GROUNDING CONDUCTOR, r►�'""°'� 4. PROVIDE STANDARD COAX OR HYBRID CABLE GROUNDING KR OR FIELD FABRICATE M SUR CONDITIONS. TOTAL �rrr ��µ 0 LENGTH OF GROUNDING CONDUCTOR SHALL NOT EXCEED 10'-0", 5. PROVIDE GROUNDING ELECTRODES QUANTITY, TYPE AND SIZE AS INDICATED ON SITE GROUNDING PLAN. 6. LEAVE GROUND WIRE COILED UP ABOVE GRADE. CAP END OF CONDUIT. 7. ADD COAX OR HYBRID CABLE GROUND KIT CONNECTION TO BUSSBAR WHEN LENGTH OF CABLE TRAY (FROM TOWER M rn r OR MONOPOLE TO EQUIPMENT) IS GREATER THAN 20'-0e. r V'nN`S B. ADD #2/0 GREEN INSULATED CONDUCTOR BETWEEN CABJ LE TRAY AND GRIPSTRUT/COVER. ANOD/l 2019 y ; 9. BUSSBARS ARE TO BE TINNED COPPER BARS �-XVX121 MOUNTED ON INSULATORS, U.O.N. NC 4W7 ` 10. GROUND ALL PROPOSED ANTENNAS, DIPLEXERS, TMAS, AND RRUS PER MMU. SPECS. ` �r DTo us.MOO�� .Mt or --\GRWNDlNQ DIAGRAM A°rixAett srAr[Anti pt LOCAL un 1 E1 SCALE: NOT TO SCALE D JIMED FlM C047RUMNI b 01122Ae � IpU[D IDe R[NCII A r7/N/i0 rte B:amarl naN.v, On Drawn: ... .•� Daeiprod:_ypL STAINLESS STEEL HARDWARE EXISTING T-MOBILE EXISTING T-MOBILE Chocked:_dQ_ #2AWG WITH LONG BARREL COMPRESSION LUGS, PANEL EQUIPMENT CABINET a ev: TWO HOLE COPPER 1&227 USE STAR WASHERS, LOCKWASHERS, AND COMPRESSION TERMINAL STAINLESS STEEL HARDWARE TO SECURE TO Project We: EXTERNAL GROUND BAR BY GENERAL CONTRACTOR. GROUNDING CABLE A 2 CONDUIT SCHEDULE 4SHM051A NEW COAXIAL GROUND KITS WITH LONG BARREL GROUND BAR A ``—`— — fLtaYAT1Q1� PROPOSED 3/1+1/6G 1N 1-1/1'CONDU1r NAMPTON CCI MP LOCK COMPRESSION SIGN LUGS WITH TO ANDREW(2) 3/8--0 BOLTS AND STAR WASHER (TYP) --.� TEAT WASHER (TYP) - (rO REPLACE 067IRG CONDUCTOR AND CONDUff) - - COPPER GROUND BAR Yz"x1Y�" HEX BOLT PROPOSED 10W 2P C.& NORTHAMPTON,TA�tA01063 NUT (TYP) �� ^ 7 GROUND BAR Propwod For. We"(TYP) --EXPOSED BARE COPPER TO BE Z J :t� 0 eo 0 o e e o e e e e e o t • GROUNDING CABLE °e •° °°••$O0 �e SECTION "A-A" KEPT TO ABSOLUTE MINIMUM, NO _ L INSULATION ALLOWED WITHIN THE 14.. 6 MIN. o NOTES: COMPRESSION TERMINAL (TYP.) OU) SS 1. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. CY Q - — 1Y�"(TYP) ;�2 BARE SOLID-TINNED COPPER NOTES: V CONDUCTOR TO GROUND BUS. 1. ALL HARDWARE STAINLESS STEEL COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING. m 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELD. 3. ALL HOLES ARE COUNTERSUNK Ye". -- j 8F E Df&MrV tltb CONTRACTOR NOTE: GROUNDING CONDUITSOR TO AND WIREFY SIZES AT THE ARE ADEQUATEFOR & ELECTRICAL THE PROPOSED LOADING IN ACCORDANCE WITH DETAILS 2 GROUND BAR CONNECTION DETAIL 3 ONE LINE DIAGRAM NEC AND INCLUDE ELECTRICAL UPGRADES IN Et SCALE: NOT TO SCALE THE SCOPE OF WORK AS REQUIRED. Drsvwtp Number E1 SCALE: NOT TO SCALE E1 ■ y 111112018 4SHMQS1A_L700_1.1_draft 2018-11-01 702Cu p Alpha Antenna View A9RIZ1 AIR21 At1EQ11ITsT3 -- • ntenna 01 manna 0 LEGEND •• �8 eaAr::.> CS►A Etl •;':;�i' � 84E i!lij,l@ 02f' RFCoi:1C RN ! H,Ih►1dC>bto • t�,a rls;�ue Il�I:i: I LTE 70 054 .�... Lt+eCslyd�ll l�, elyht s w Uup .� �r t i t�TMCI W in 17t2''[cel I49 >a Roar of W ' , I Antenna ^ti , Ef:ar., L700r'Pwrl a)-0 - cf' 1 .fi MR a W o'OPOW& �. o�"�yyt .'� 00 r7S _. 1.. Z r IC � u. ZOpuml 011642WI Fanta P1rla �� FmhW / RF1U611612 4J1 � ^ Nf A 10 O .r..r. V m r l • IHLOW, 10 J } 04*1 LY a1 „�A0,f.� , ,+ App to'IY11'W"ooa MY Ilt��"�+o,ION'air EFIIIII (lf � 1"Lt n^a ANO/CRioow uwa TMA , o, gy 3 4S �. 1_•t�..r r o�Ucrn ..�� `•. ,{�1,111►I a ral ooNeleue • of 1 . � ' ©vpl j A mm rOn! 0. 1 w r. wrI-- g.r 11 , pF may, ,f� CMokM:� FxdN Ar41na !.ltl�Of 1 •''� �La':i� (�' Fir r . -------- -- --------------- ---------------- '+'�-....... IUOq gfZ --- � Qr4U'R nixMW�f' 'p1wAWAiN6r FGf SN.TnJ Mord TO* t4*21m>A'�" 11 4SHM051A NAMPTON_CCI_MP Ota btAn 1 t:N% I (�+1(N 6C Pall Pat' Aam O ho /F(ImUr ATWOODDR % ~`• NORTHAMPTON MA01053 FU FLO r Prepared Fa: - fit 1W FV part i 2 J F i T K4 NA in m N u� Rtl%2 LUU 1 68 a o e a a s RU22 "o” 0 6 a o o e 1 11 Ofowinp TNa 0 G °�•" RF PLUMBING rotes: DIAGRAM Drawing Number t F I DIAGRAM SCALE: AS NOTED E2