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44-014 (11)
254 OLD WILSON RD BP-2017-1082 GIST: COMMONWEALTH OF MASSACHUSETTS Map:Block: 44-014 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ANTENNAS BUILDING PERMIT Permit a BP-2017-1082 Project# JS-2017-001851 Est. Cost: $10000.00 Fee: 5100.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Grouo: HEIDREA COMMUNICATIONS LLC098919 Lot Size(sq. ft.): Owner: SBA COMMUNICATIONS Zoning: Applicant: HEIDREA COMMUNICATIONS LLC AT: 254 OLD WILSON RD Applicant Address: Phone: Insurance: ONE WILLIAM WAY (508) 473-1990 WC BELLINGHAMMA02019 ISSUED ON:4/3/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:REMOVING 7 ANTENNA PANELS AND REPLACING THEM WITH FOUR UPGRADED ANTENNA PANELS FOR A TOTAL OF 12 AND ADDING 6 REMOTE RADIO HEADS ON EXISTING TELECOMMUNICATIONS TOWER 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 4/320170:00:00 $100.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File#BP-2017-1082 APPLICANT/CONTACT PERSON HEIDREA COMMUNICATIONS LLC ADDRESS/PHONE ONE WILLIAM WAY BELLINGHAM (508)473-1990 PROPERTY LOCATION 254 OLD WILSON RD MAP 44 PARCEL 014 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT O Fee Paid WAY Building Permit Filled out Fee Paid Typeof Construction: REMOVING 7 ANTENNA PANELS AND REPLACING THEM WITH FOUR UPGRADED ANTENNA PANELS FOR A TOTAL OF 12 AND ADDING 6 REMOTE RADIO HEADS ON EXISTING TELECOMMUNICATIONS TOWER New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildin• Plans Included: Owner/Statement or License 098919 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF MATION 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 Dceds 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 �I t Signature of Building Official Date 3' 7 * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 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: hil1211i C2i1 The debris will be transported by: :Y— i/r rct 7<+ nil The debris will be received by: Building permit number: Name of Permit Applicant Ceilco Partnership d/b/a Verizon Wireless By: Ellen W. Freyman Authorized Agent of Date Signature iif dig Applicant Ceilco Partnership d/b/a Verizon Wireless Shatz) 1441 Main Street Schwartz and Springfield, Massachusetts 01103 Telephone: (413) 737 1131 Fenn P C. Facsimile: (413) 736 0375 www.ssfpc.com Counsellors at Law March 24, 2017 City of Northampton Building Commissioner's Office 212 Main Street Northampton, MA 01060 RE: Building Permit Application for Verizon Wireless Antenna Swap - 245 Old Wilson Road, Northampton, MA To Whom It May Concern: On behalf of Verizon Wireless, I am enclosing a building permit application for the above site along with a check made payable to the City of Northampton in the amount of $100.00 as payment for the building permit fee. When it is ready, please send the approved building permit to my attention at the address on this letterhead. A self-addressed stamped envelope is included for your convenience. Please feel free to contact Attorney Ellen Freyman or myself if you have any questions or need additional information. Thank you. Sincerely, i i Sofia Bitzas Williams Paralegal /sbw Enclosures U\A09\0 Verizon\0 Swaps\2017\Pine Grove\SBuilding Inspector.3.24.17 V crs ionl,7 Commercial Buildin&Permit Slav I5,2000 Department use only City of Northampton Status of Permit. 2s ��j; Building Department Curb Cut/Dnveway Permit 212 Main Street Sewer/Septic Availability _ Room 100 Water/Well Availability Northampton. MA 01060 Two Sets of Structural Plans,_.. phone 413-587-1240 Fax 413-587-1272 Plotisite Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Pr a Address This section to be completed by office 2 Old Wilson Road. Northampton Map Lot Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: SBA Communications Corporation 8051 Congress Ave. Boca Raton. FL 33487-1307 Name(Print) Curent Mailing Address (561) 995-7670 See attached Letter of Authorization signature Telephone 2.2 Authorized Auent: Cetico Partnership d/b/a Verizon WtrcIe.s 99 Fast River Drive, East Hartford. CT 0610$ Name(Pon) ..event Maipng Address (4131737-1131 011 Signature _ Telephone Ellen4V.}'rev an - lthonze aagenc SECTION 3-ESTIMATE.CO ' ONCOSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building S 0,000.00 (a)Building Permit Fee 2 Electrical (b)Estimated Total Cost of Construction from(6) 3 Plumbing Building Permit Fee 4 Mechanical(HVAC) 5. Fire Protection ����{{ 6 Total=(1 +2+3+4+5) _..-- - Check Number y/ (� ii `Wfar This Section For Official Use Only Building Permit Number Date Issued Signature. • Building Commissioner/Inspector of Buildings Date Version 1.7 Commercial Building Permit May 15.2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wail Signs ❑ Demolition Repairs Additions 0 Accessory Building 0 Exterior Alteration 0 Existing Ground Sign 0 New Signs 0 Roofing 0 Change of Use 0 Other❑+ Brief Description Verizon Wireless is tensing seven (7)antenna panels and replacing them with four(4)upgraded antenna Of Proposed Work: Panels for a ental of 12 and adding six(6)remote radio heads on an existing telecommunications tower. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 0 A-2 0 A-3 ❑ 1A I 0 A-4 ❑ A-5 ❑ 1B ❑ B Business 0 2A ❑ E Educational 0 28 I ❑ F Factory ❑ F-1 ❑ F-2 0 2C ❑ H High Hazard 0 3A ❑ I Institutional ❑ I-1 ❑ 1-2 0 I-3 ❑ 313 0 M Mercantile 0 4 ❑ R Residential 0 R-1 0 R-2 ❑ R-3 0 5A 0 s Storage 0 S-i 0 S-2 0 58 0 U Utility ❑ Specify M Mixed Use 0 Specr(y. S Special Use ❑ Specify Cell site COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS ADDITIONS ANDIOR CHANGE IN USE Existing Use Group. Proposed Use Group Existing Hazard Index 780 CMR 34) 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(sd 1„ 2-rar Si 4° 4n, Total Area(sf) Total Proposed New Construction(sr) Total Height(f0 Total Height ft 7.Water Supply(M.G.L.c.40, §54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone❑ unicipal 0 On site disposal system Version 17 r e mmercial Building Pennit May Id,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning 'Ibis column rd be tilled in by Huddniy Depu:ancnt Lot Size Frontage Setbacks Frond Side I _ R: Rear Building Height Bldg. Square Footage Open Space Footage Bururcr minus mdi &pmm ,mn»yl •+of Parking Spaces Fill: rv.,mn:e nwuom A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW 0 YES O IF YES, date issued: 06/23:2004 IF YES: Was the permit recorded at the Registry of Deeds? NO (9 DONT KNOW O YES O IF YES: enter Book 81I 5 Page 69 and/or Document B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O 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 O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,gracing, excavation. or filling)over 1 acre or is it part of a common plan that will disturb overt acre, YES O NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. VerskinI.7 Commercial Building Permit NI u) 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 786 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable 0 Name(Reyistrani). _ Registraten Number Address Expiration Date Signature Telephone 9.2 R sistered Professional Engineerjs): Name Area of Responsibility Address Registration Number Sronatore Telephone Expiration Date Name Area of Responsibility AddreEs Reg,6RHfpn Number Signature Telephone Expiration Date Name Area cf Responsmdlty Address Reglmtration Number Signature Telephone EYpssglion Sale Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Si General Contractor }leidrct Contin Not Applicable 0 Company Name Geoff Forse Responsible In Charge of Coberucion 7 thoinpson Kd F. windsor CT Address (S60)634-9600 i signature _._..._ Telephone .. Version)7 Commercial Building Permit Mak 15.2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT See attached Letter of Authorization. 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 Dare Ellen WI . Freynlan, on behalf of Cellco Partnership d'bia Verizon Wireless as W91V&'/Authodzed Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of penury Ellen A ' layman Print Name Signature of Owner/Agent orize agent Date SECTION 12-CONSTRU Kt ION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder :cense Number Address Expiration Date Signature Telephone I SECTION 13 WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) i Workers Compensation Insurance affidavit must be completed and submitted wit this application. Failure to provide this affidavit will result I In the denial of the issuance of the building permit. Signed Affidavit Attacned Yes Q No Q SBA Entity cnComer:11in- , SBAlekfh : , LETTER OF AUTHORIZATION SEA Site ID: MAI3219-A,Northampton 2 Property Located at: 245 Old Wilson Road,Northampton,MA,01062 THE CITY/COUNTY OF:Northampton/Hampshire APPLICATION FOR ZONING/USE/BUILDING PERMIT This letter authorizes Verizon Wireless and its authorized agents to file for all necessary zoning,planning and building permits(local,state and federal)for the purposes of installing,operating and maintaining a telecommunications facility on the existing tower on the property referenced above on behalf of Gil Verrillo. All approval conditions that may be granted to Verizon Wireless in connection with above referenced facility relating to this specific application are the sole responsibility of Verizon Wireless. SBA Infrastructure,LLC Jason Silberstein Executive VP, Site Leasing Date: 3/23/2017 ACO® CERTIFICATE OF LIABILITY INSURANCE DATE nAnNoo/YYYYI 3/20/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED.the policy(ies)must 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 endorsemenl{s). PROOVCER GLWTACT xANA TEygP,ti O'Neil _.. iha Driscoll Agency { C-ArentO Fall S:681 66M .FAY xq781 05143056__ 93LOml MA 02061 ADDREsstOne(T�9rISC0ll GIT Norwell MA 02061 I _... INSURERS)PfFONO XG COVERAGE NALCO Xsurrshr olumbla Casualty GQ21panv.. 31127. wayward 5801 IfSURERa fron$hOre.1oc . Heldrea Communlcahons.LLC INSURERC Admra Insurance Co 24656 Hauges Communications NY, LLCERD Merchants Mutu l Ins Co 23329 Heldrea Communications CT, LLC 1William Way R EGcare State InoUrance Co Bellingham MA 02019 a der Hagover Ins Groun COVERAGES CERTIFICATE NUMBER: 1304319103 REVISION NUMBER: t THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LBMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. POLICY Am E F POLICY FSP - -� ym TYPE OF INSURANCE :SSP WAD POLICY NUMBER IMMipenYYnYI IMM/DMYYYYI L'WTS C OENER4 LAhIGTY C:03.00'74.22 225 304 20s 3.14/2015 et aa.33020Ri68ca SI C00 WC3sreasCac 30 0rarr$ ,50000 X Cf NEtCYLL Fe�_Iry 'P SES ca SEApe m C�.IMS-MaOE k OCWR M PlAnypnn peoon 55000 X Contractual Lan I PERSONAL aASV INJURY SI 001)000 ..CORE. . __. NO OW .,'.;w=e.rE 'L-.3 P.5 4400,3C-42.. .I;240-012 403 S2 000002 03 04 xParSCCI 3 _.. D AUTOMOSIEELIABILIIR MChnC0005a 34<'20 I'+ 3n42018 r 24WF 6Nt tiw _._ I $ 2 000000_ n um P L R .p 520001 x1*ov E x '":' 0Cl vorne x .L AnEc a e U n x o, CompflCoe Bed $SOUtxcM1 D uMeRELLA LIAB k ccc:;R CUP0001200 3:11:201 3/142018 EC LLAEtih4E 35000.000 X EXCESS LIAB CIA i MS MADE AGGRCOATE x5000000 `C 'T P3200000 SS 10000 _ c MORaeRa'COMPEMSARo, 'SSC /42200as 3'13.2.4 315X18 X tt m.1J3.. DTµ AXO EMPLOYERS LIA&uiY C P ) 8 E E 1 _I@0M 31000 JP.O "3 EWf ISL`— IV I rv.A E 1 ry I `J E E EL E1mL..vEE$1 OW 00G G. n1 _ 0232802421.'Ti0 Vti'vnow F OS P(p :EL MT b10W 000 g ProNsrercaNv LlatIMY CEO 052 NTES7 3'1/201 Y 3•2813 .52000030 awn 9 52000.000 agog C E LdCMSIOm to aiIxtr. ONasoc 31 £01` 2 "_018 000 DOC ea en' 35.000 COO aia Se II$po�Ewers*.a RM1H3A,.W0o5 3.1620'2 35412018 8250000 p item ' DESCRIPTION OF OPERATIONS!LOCATIONS I VENIGLES(Attach ACORO 101,ASbIIonal Remarks SCheduled noreNNW is reposed) Site address:254 old Wilson In Northampton MA The City of Norhhempton is included as Additional Insureds for General Liability and Excess{Umbrella)Liab iity as required by a signed written contract or agreement with the Named Insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Norihhampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Northampton MA 01060 AUIRORIZEO REPRESENTATIVE Z 1988-2010 ACORD CORPORATION. All rights reserved. ACORO 25(2010/05) The ACORD name and logo are registered marks of ACORO The Commonwealth of Massachusetts Department of Industrial Accidents ?2`-'4v Office of Investigations _ 1 Congress Street,Suite I00 Boston, MA 02114-2017 www.mass.gov/din Yorkers'Compensation Insurance Affidavit Builders/Contractors/Flectrieians/Plumbers Applicant Information Please Print Legibly Name (Basi evoiyomran laoakiotlap: Heidrea Communications, LLC Address: 1 W98a01s Way CitvIStateiZip: Bellingham,MA 020)9 phone'+; 508-4791990 Are you an employer? Check the appropriate box: Type of project(required): t am a eiragoyer with 50 1 9 I am a general contractor and I bine hired the ash-comracton 6. lit,`construction 2.[„� employees proprietor pant-timet` I am a sok or punnet listed on the attached sheet. 7. 9 Remndeffng ship and have no employees These suh—eontroctors have g. 9 Demolition workingforme in any ea achy. employee I have workerc_' p 9. 9 Building addition (No a rkers' comp_insurance comp.inner me acquired-) 9 W are atcorporation and its Ian Electrical repair m'addition` officers Wye exercised their 2.9 I win a homeowner doing all I 1.9 Plumbing repairs omdd tions myself [Na workers comp. right of kxalnption per MGI. 12.9 Roof repairs insurance required.] I ° 31(4) and e have no q .[fail Other Telecommunications mug/ogees. [No Corkers' comp_insurance required.] y;mprLann ch.cks Inn; , mrnl mals rr no.r,ser,`. m .•worms cin nun IthtITILILL011. II ot ,.A ti uY,alfir l indcatngum dti,t1W,all,co A std dok kw],utadec Ia . mot tub it a not afltdaeit tula¢hl>od' :Unnonatorn lul cLk loo bo limos]atu,rlied aim uddiioiel shag slo.,in_Ilionanw oi the“h.a t In and arta whe] not Jwsc utter have .npl yax. It the bcaulac rnl ,pique.fly mum t .dcihu'i+ wk.s nal 7 ser uu emptn'er chat is prodding rvarA era'compensathur insurance form)'entplvrees Below is the policy and job site u formatio r. Insurance Compam Name: Granite State Insurance Company Polity a or Seising, Ic =14220061 Expiration Dale 033115/2018 Job She Address: old Wilson In Cin Starc'Zip.Nonhamplcn MA 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.1 M t c 152 can lead to the imposition of criminal penalties of a tine up to SI 500.00 andtor toe-}ear impriso rnant. av well as civil penalties in the form of a STOP WORK ORDER and a tine of up to 5250.00 a day atains, the violator_ Be advised that a copy crthic statement may he foncarded to the Office of nvestigarions of the DIA for insurance coverage verification, /Mr hereby certify under the pairs and penalties ajperjurr that the inforounion provided above Ic irue and agree:. sah 03/20/2017 Magazine:ripnue. vG/0 ,_ _.. Dai Phone a 5084731990 Official use vnly. Do nor write in this area.to he eoapiete I by 'i@'or town official. City or"1 own: Permit/License# Issuing Authority(circle one): I. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: e CS-098219 GEOFFREY D FORSE IOWenmft Road _ Reailiq MA 01847 , 05/0412017 Unrestricted -puddings of an use group which contain less than 35,000 cubic feat(991m')of wocw. iya..i_ Failure rn pnssecc a current edilton of the Massachusetts state aundi.ag coders cause for revocation of this Irene. in[WS JCE%13041.11f0CMAUWIMIIII. www Mass Ceu/OM Product Specifications C0MMSc PE• °OWFAE00Y iANRR[W. CommScope-Proprietary and Confidential. Preliminary specifications are for illustrative purposes only and will be updated prior to publication. SBNHH-1 D85C .t Andrew®Tri-band Antenna, 698-896 and 2 x 1710-2360 MHz, 85° horizontal beamwidth,internal RETS. t . Interleaved dipole technology providing for attractive, low wind load mechanical •v, ..tom package *tir. 90r .: Electrical Specifications Frequency Eland, MHz 698-806 806-896 1710-1880 1850-1990 1920-218080 2300-2360 Beamwidth, Horizontal, degrees 85 85 85 85 85 85 Beamwidth,Vertical, degrees 9.0 8.0 5.0 5.0 5.0 5.0 Beam Tilt, degrees 0-9 0-9 0-6 0-6 0-6 0-6 USLS,dB 16 16 16 16 1.6 16 CPR at foresight, dB 18 18 18 18 18 18 CPR at Sector, dB 10 10 10 10 10 10 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem, dB 30 30 30 30 30 30 VSWR I Return Loss, dB L5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 114.0 1.5 1 140 1.5 1 14.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 400 400 300 300 300 3 Polarization 345° 345° ±45° 345° x45° 345° Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA' ._...._._.�. _.-1_... ___ ... __.. Frequency Band, MHz 698-8066806-896 1710-1880 1850-1990 1920-2180 2300-2360 Gain by all Beam Tilts, average, dBi 15.0 15.0 17.0 17.0 17.0 17.0 Beamwidth, Horizontal Tolerance, degrees +8.5 38.5 ±8.5 +8.5 ±8.5 +8.5 Beamwidth, Vertical Tolerance, degrees ±0.9 30.8 +0.5 ±0.5 +0.5 ±0.5 Front-to-Back Total Power at 180° ± 30°, dB 23 23 23 23 23 23 ' CommScope®supports NGMN recommendations on Bose Station Antenna Standards (BASTA).To learn more about the benefits of BASTA, download the whltepaper Time to Raise the Bar on BSAs. General Specifications Antenna Brand Andrewp Antenna Type DualPol® muhiband Band Multiband Brand DualPol® Operating Frequency Band 1710 - 2360 MHz I 698 - 896 MHz Mechanical Specifications Color _. . Light gray Lightning Protection dc Ground Radiator Material Aluminum I Low loss circuit board Radome Material Fiberglass, UV resistant RF Connector Interface 7-16 DIN Female RF Connector Location Bottom W20 14 Comn5coco Pio All sigh¢reserved All trudemoi ks identiied by®or`"are ro9incred trademarks,respecmcly al CommScope. page l ol 2 All spea lcatans are rvoiea to change wirhaul nccce See am,commscope com for he most current inlo,marion Revised November 5 2014 November 5 2014 Product Specifications COMMSCCSPE' SBNHH-1 D85C oowHEpavDREW. RF Connector Quantity, total 6 Wind Loading, maximum 840.0 N @ 150 km/h 188.8 lbf© 150 km/h Wind Speed, maximum 241.4 km/h I 150.0 mph Dimensions Depth 180.0 mm I 7.1 in Length 2438.0 mm I 96.0 in Width 301.0 mm I 11.9 in Net Weight 20.0 kg I 44.1 lb Remote Electrical Tilt (RET) Information Annual Failure Rate, maximum 0.01°0 Input Voltage 10-30 Vdc Power Consumption, idle state, maximum 2.0 W Power Consumption, normal conditions, maximum 11.0 W Protocol 3GPP/AISG 2.0 (Multi-RET) RET Interface 8-pin DIN Female I 8-pin DIN Male RET Interface, quantity 1 female I 1 male RET System Teletilt® Regulatory Compliance/Certifications Agency Classification RCHS 2011/65/EU Compliant by Exemption China RoFIS Sl/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system ei Included Products BSAMNT 1 —Wide Profile Antenna Downtilt Mounting Kit for 2.4 -4.5 in (60- 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. ©2014 CommScope,Inc All oghts reservod r.ademarks identified by 8 or r"are cgsteed tademaks,respectively.ofG rrirSmhx: page 2a(2 All specifications are sub ec1 to change without notice See comm cope.corn for the most current information ReDsed.November 5. 2014 November 5.2014 R40#014.- Product c0#,an-Product Specifications COMMSC(9PE HBXX-6517DS-VTM • Andrew®Quad Port Teletilt®Antenna, 1710-2180 MHz, 65° antaeh ar ANDREW. • horizontal beamwidth, RET compatible Electrical Specifications Frequency Band,MHz 1710-1880 1050-1990 1920-2180 and by a04(th'7i dpJc r,J"4,T _a`. ;.'vib.. ' ,' °r;::" 18.5 .:3ttstt V"$ ie'$"_. .akeiholiingll,Y" ';_. Gain by all Beam Tilts Tolerance, dB ±0.4 ±0.3 ±0.4 tea wade 'm3 y .tet , o • i'ie•ar o • 1 la t :'S'P tm`yee .� _ir y, ?F ie.'/ - Se Br xs- ,9¢•" ^x'. 1v Mu... .. .+a..Y..d :3. . a '31. u s > Bea rnwidtb, Horizontal, degrees 67 66 65 aeziii 114.111; large`""' .. -.. . ,:4:e. + '49811 .._t1:7_'" :.c'f? ni$ .„' Beamwmm,Vertical, degrees 5.0 4.7 4.4 i41Wl1(IEdtSfa -.:', ! ::?P.3 : Beam Tilt, degrees '!��1�y�{y� 0-6 0-6 0-6 iii.+d::'''3AtxLdOW*', - '1 Front-to-Back Total Power at 180' t 30°,dB 25 26 26 .Y9 ^M:rel:i9 21,: . .22.:.`tiv;::.N6'il.�d.,_•iti..2*A... CPR at Sector, dB I0 10 9 VSWR I Return Loss, dB i ���������{y, 11.�.4y�1'15.6 1.4 115.6 1.4 115.6 Input Power per�yPort,, maaxxiiimum, watts s,, 350 p}^ 350 .cSPii�tlu350�8y�yy,� �ZStr9t-i.iy\IIB�. ?:.:Ni;a„:..;145?..:V:- ..•«y�Y"1P 101104 z'YlWYallar *Values calculated using NGMN Alliance N-P-BASTA v9.6 Mechanical Specifications Color I Radnme Material Light gray I PVC, UV resistant ��yv��yyF ��y,�I�,�: �+ P .� {Redac.-."..; .Soley:, Iln-•.°t , :atisi iV .'3'h. ':.;Su�tilit t Wind Loading, maximum 668.0 N @ 150 km/h 150.2lbf @ 150 km/h Send Speediillee .n : g4.1 /M1: 595 mph :eat4 , • Antenna Dimensions,tLDxM.W x 0 +may 1903.0 mm 305.0 mmx 166.0 mm74.9 in x I2.0 m e 6.5 m ��'��,}y�p Net Wet.'_ . .}•fpr`- �'irrtg, Z INY.'aThv.IB r.: ' .4 ti' : r '-'Il i `� Model with factory installed AISG 2.0 RET HBXX-651705-A211 • _1 440W Inc All ricks reserved ell Irodunurk identilied byU -”"UEC:ruulutcral traclemnrlsp ly UrC mmScupe puicutu al I All scec I concurae sWiect crumge See,,w4,A,commscope corn Eil-molt current informaticn Pc✓,ed February _ Mach-0. 20'4 1•430C Product Specifications COMMSCL5PE" '0#FREa9Y ° MOREIK HBXX-901 6DS-VTM Andrew® Quad Port Teletilt®Antenna, 1710-2180 MHz,90°horizontal beamwidth, RET compatible • • Each DualPol® array can be independently adjusted for greater flexibility • Excellent gain,VSWR,front-to-back ratio, and NM specifications for robust network performance • Excellent solution for site sharing and maximizing capacity 'I- • Wide horizontal and narrow vertical beamwidth to maximize coverage and capacity Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Gain, dBi 17.5 17.5 17.5 Beamwidth, Horizontal,degrees 90 90 90 Beamwidth,Vertical, degrees 5.0 4.6 4.3 Beam Tilt, degrees 0-6 D-6 0-6 USLS,typical, dB 17 17 17 Front-to-Back Ratio at 180°,dB 28 28 28 Isolation, dB 30 30 30 VSWR I Return Loss, dB 1.4 115.6 1.4 15.6 1.4 115.6 PIM, 3rd Order, 2 x 20 W, dBc -150 -150 -150 Input Power per Port, maximum, watts 350 350 350 Polarization 245° 345° +45° Impedance 50 ohm 50 ohm 50 ohm General Specifications Antenna Brand Andrew® Antenna Type DualPol®single band, quad Band Single band Brand DualPol® I Teletilt® Operating Frequency Band 1710 - 2180 MHz Mechanical Specifications Color Light gray Lightning Protection dc Ground Radiator Material Low loss circuit board Radome Material PVC, UV resistant RF Connector Interface 7-16 DIN Female RF Connector Location Bottom RE Connector Quantity, total 4 Wind Loading, maximum 664.6 N @ 150 km/h 149.4 lbf @ 150 km/h Wind Speed, maximum 241.4 km/h I 150.0 mph Dimensions Depth 166.0 mm I 6.5 in Length 1896.0 mm I 74.6 in ®2014 Co°°rscope.Inc. All riyhi reserved.All nodemorks ideni001 by eor TM'UFF2.rc izered lrademurks respeaivey.d CommScopc. page I c12 All specilicchons are 01000 to change.Sco www commecopecom for the most current mfamalion.Revised:Feb.eory 1 ' 2014 April l/,22)4 Proc uct Specifications COMMSCUPE HBXX-90 oDSAIM POWERED AY r st Dfl Width 305.0 mm I 12.0 in Net Weight 16,9 kg I 37.3 Ib Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1,1 Actuator HBXX-9016D5-R2M Model with Factory Installed AISG 2.0 Actuator 1-18XX-9016DS-A2M RET System Teletlte Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China ReMS S)/T 11364-2006 Above Maximum Concentration Value(MCV) ISO 9001(2008 Designed, manufactured and/or distributed under this quality management system S Included Products 600899A-2—Downtiit Mounting.Kit for 2.4-4.5 in (60- 115 mm)OD round members. Kit contains one scissor top bracket set and one bottom bracket set. ©2014 Commicope,Inc.All egln:reserved.All vodemorks idco1i1124 by©c royi lered voder arkv respectively,RI CunrScope page 2 of 2 Al speahmrcxa sub,,e0 to: once. See ew.wr,emmscopecao'.or the mewl curenr inknmouon.Revised February 11,2014 April If 2014 ' ADDS' Product Specifications C0MMSCOPE POWFRED BY •Ir NOREW. SBNHH-1 D65C j Andrew®Tri-band Antenna,698-896 and 2 x 1710-2360 MHz, 65° horizontal 1 beamwidth, internal RET. Both high bands share the same electrical tilt. 1 • Interleaved dipole technology providing for attractive,low wind load mechanical 'dam package Electrical Specifications _.. ._..,m.. Frequency Band,MHz 698-806 8O6-896 1710-1880 1850-1990 1920-2180 2300-2360 Gain, dBi 16.2 16.0 17.7 17.9 18.5 18.5 Beamwidth, Horizontal, degrees 66 64 70 65 63 58 Beamwidth,Vertical,degrees 8.9 7.8 5.7 5.2 5.0 4.4 Beam Tilt, degrees 0-11 0-11 0-7 0-7 0-7 0-7 USLS,dB 11 12 15 15 15 14 Front-to-Back Ratio at 180°,dB 29 31 27 27 28 27 CPR at Boresight, dB 27 21 18 19 16 19 CPR at Sector, dB 14 9 10 10 8 4 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem,dB 30 30 30 30 30 30 VSWR I Return Loss,dB 1.5 114.0 1.5 1 14.0 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 PIM,3rd Order,2 x 20 W,dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 400 400 350 350 350 300 Polarization 1450 +45° 345° ±450 345° 145° Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA' ._. .. _ __.._._..6 ..06- __.0210_._. __.60 Frequency Band, MHz 698-806 BO6-896 110-18801850-19901920-218023D0-2360 Gain by all Beam Tilts, average,dBi 15.8 15.6 17.3 17.8 18.2 18.1 Gain by all Beam Tilts Tolerance, dB +0.4 30.5 ±0.3 ±0.2 30.5 10.4 0 ° 116.0 0 ° 115.8 0 ° I17.3 0 ° 117.7 0 ° 118.0 0 ° 117.9 Gain by Beam Tilt, average, dBi 5 ° 116.0 5 ° 115.8 4° 117.4 4 ° 117.8 4 ° 118.2 4° 118.2 11 ° 1 15.5 11 ° 1 15.2 7 ° 1 17.3 7° 117.7 7 ° 1 18.1 7 ° 1 18.2 Beamwidth, Horizontal Tolerance, degrees 31.2 31.9 +3.4 13.8 +4.7 ±3.7 Beamwidth,Vertical Tolerance, degrees +0.6 +0.5 30.3 ±0.2 ±0.3 ±0.2 USLS,dB 13 14 17 16 17 15 Front-to-Back Total Power at 180° ± 30°, dB 26 24 27 25 25 26 CPR at Boresight, dB 29 22 20 21 19 21 CPR at Sector, dB 14 11 13 11 9 5 * CommScope®supports NGMN recommendations on Base Station Antenna Standards [BASTA].To learn more about the benefits of BASTA, download the whitepaper Time to Raise the Bar on BSAs. General Specifications Antenna Brand Andrew® Antenna Type DualPol®multiband with internal RET Band Multiband Brand DualPol® I Teletilt® Operating Frequency Band 1710 - 2360 MHz I 698 - 896 MHz Mechanical Specifications ©2014 CommScupe,Ire All rights reserved All trademarks idemdied by®or m ore regisered trademark:,respectively,al Canv..Scape. page I of 2 All specilimnons are subiec to mange without notice See www.commscape.corn lar the most cmtent information.Revised-October 22, 2014 November f 7,2014 \I CIA Proc uct Specifications COMMscaPE SBNHH-106SC aotrEc-n sr ' ANDREW. Color Light gray Lightning Protection de Ground Radiator Material Aluminum I Low loss circuit board Radome Material Fiberglass, UV resistant RF Connector Interface 746 DIN Female RF Connector Location Bottom RF Connector Quantity,total 6 Wind Loading, maximum 879.0 N Ca 150 km/h 197.6 Ibf to 150 km/h Wind Speed, maximum 241.4 km/h I 150.0 mph Dimensions -- Depth .... Depth 181.0 mm ( 7.1 in Length 2438.0 mm I 96.0 in Width 301.0mm I 11.9 in Net Weight 22.5 kg I 49.6 lb Remote Electrical Tilt (RET) Information Input ..-..._ _.. . ..__w._ _. .-.... __ ._...-__ ... Voltage 10-30 Vdc Power Consumption, idle state,maximum 2.0 W Power Consumption, normal conditions, maximum 11.0 W Protocol 3GPP/AISG 2.0 (Multi-RET) RET Interface 9-pin DIN Female I B-pin DIN Male RET Interface,quantity 1 female I 1 male RET System Teletiltp Regulatory Compliance/Certifications Agency Classification ROHS 2011/65/EU Compliant by Exemption China Ro S 91/1 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:20000/088�J}}} Designed, manufactured and/or distributed under this quality management system Included Products BSAMNT-1—Wide Profile Antenna Downtilt Mounting Kit for 2.4-4.5 in (60- 115 mm) OD round members, Kit contains one scissor top bracket set and one bottom bracket set. td 2014 Carm Scope.lnc All ri iiF reserved-Al ircdcmarks idem�Lod by®01 TM are regislwed nodemc'm mspwlmofy,of CommScopc. puge 2 of 2 Al sped :pie svbleo To ChOt19e:.nmourna e.Soe www comm pe com or terc.. curremi iformninn Resiled.October 77 2014 November 17,201 4 Ain 3 ALCATEL-LUCENT B13 RRH4X30-4R Alcatel-Lucent B13 Remote Radio Head 4x30-4R is the newest addition of Remote Radio Head to the extended product line of Alcatel-Lucent's distributed Base Station solutions, aimed at facilitating smooth RF site acquisition and related civil engineering. Supporting 2Tx/4Tx MIMO and 4-way Rx diversity, Alcatel-Lucent 313 RRH4x30-4R allows operators to have a compact radio solution to deploy LTE in ( $ the 700U band (700 MHz, 3GPP band 13), providing them with the means to achieve high capacity, high quality and high coverage with minimum site requirements. The Alcatel-Lucent 313 RRH4x30-4R product has four transmit RF paths, offering the possibility to select, via software only, 2Tx or 4Tx MIMO configurations with either 2x60 W or 4x30 W RF output power. It supports also 4-way Rx diversity and up to 10MHz instantaneous bandwidth. The Alcatel-Lucent 1313 RRH4x30-4R is a near zero-footprint solution and operates noise free, simplifying negotiations with site property owners and minimizing environmental impacts. Its compactness and slim design makes the Alcatel-Lucent B13 RRH4x30-4R easy to install close to the antenna: operators can therefore locate this Remote Radio Head where RF design conditions are deemed ideal, minimizing trade-offs between available sites and RF optimum sites, together with reducing the RF feeder needs and installation costs. FEATURES • Supporting LTE In 700 MHz band(700U,3GPP band 13) • LTE 2Tx or 4Tx MIMO(SW switchable) • Output power:Up to 2x6OW or 4x30W • 10MHz LTE carrier with 4Rx Diversity • Convection-cooled(fan-less) • Supports AISG 2 0 ALD devices(RET,TMA)through RS485 or RF ports BENEFITS • Compact to reduce additional footprint when adding LTE In 700L1band y 4x30W with 4T4R or • MONO scheme operation selection(2Tx or 4Tx)by software only t 2x60W with 2T4R • Improves downlink spectral efficiency through MIM04 x • Increases LTE coverage thanks to 4Rx diversity capability and best in class Rx sensitivity M Cmobbesviatles vie Sit SWchebetween w/o site • Flexible mounting options:Pole or Wall I I ••i visit Alcatel•Lucent 0 f nda TECHNICAL SPECIFICATIONS 1.1111111111 11111111111.1111.11.11111.11111111111111111111111 milm F 'jxIR:T/2:262 MHz • t ` ;L'..U':AaF.s«.. ‘ii.' . Xts ylfly Yµ ... ,. 4t;4' '4. yyalt .-•i MIMI 11.111.1.111111111111111111 Y imin . P, i" 1f }..,c <150$ • T AMAreSi•.S iitAWi':. 4 (1 mnneGw)-4RF Tid4RF Px imports-lOCmnpecttr(2pbs) 36FP 6:11Mhi,p36:4G000-CORE/GR-3109tARE/U166007.50-1/F art27 : cop'gn.c mi....ni....All nrwx......i e••Fm 513 ainLucurrDATA,HE,T,,.,2_,uN.2o„ Alcatel•Lucent 0 2 ADDS ALCATEL-LUCENT B25 RRH4X30 Alcatel-Lucent Band 25 Remote Radio Head 4x3OW is the new addition of Remote Radio Head to the extended product line of Alcatel-Lucent's distributed Base Station solutions, aimed at facilitating smooth RF site acquisition and related civil engineering. Supporting 2Tx/4Tx MIMO and 4-way Rx diversity, Alcatel-Lucent B25 RRH4x30 allows operators to have a compact radio solution to deploy LTE in the =-- ..__ "- '-' PCS band (1.9 GHz, 3GPP band 25), providing them with the means to achieve high capacity, high quality and high coverage with minimum site requirements. - - - The Alcatel-Lucent 825 RRH4x30 product has four transmit RF paths, offering ._. the possibility to select, via software only, 2Tx or 4Tx MIMO j configurations with either 2x60 W or 4x30 W RF output power. It supports t - also 4-way Rx diversity, LTE carriers from 3 MHz up to 20 MHz and up to 65 MHz ;:;11 instantaneous bandwidth. s , The Alcatel-Lucent B25 RRH4x30 is a near zero-footprint solution and operates noise free, simplifying negotiations with site property owners and minimizing environmental impacts. Its compactness and slim design makes the Alcatel-Lucent B25 RRH4x30 easy to install close to the antenna: operators can therefore locate this Remote Radio Head where RF design conditions are deemed ideal, minimizing trade-offs between available sites and RF optimum sites, together with reducing the RF feeder needs and installation costs. FEATURES • Supporting LTE in 1.9 GHz band(PCS,3GPP band 2&25) • LTE 2Tx or 4Tx MIMO(SW switchable) • Output power:Up to 2x60W or 4x30W • Ready for 3,5, 10, 15 or 20MHz LTE carrier operation with 4Rx Diversity • Ready to support up to 4 carriers anywhere in 65MHz instantaneous bandwidth • Convection-cooled(fan-less) • Supports AISG 2.0 devices(RET,TMA)through R5485 or RE ports BENEFITS • Compact to reduce additional footprint when adding LTE in PCS band 4x3OW with 4T4R • MIMO scheme operation selection(2Tx or 4Tx)by software only x % 2xeOW with 2T4R • Full flexibility for multiple carriers operation over entre PCS spectrum x r M Can be switched between • Improves downlink spectral efficiencyand cell edge throughput through MIM04 nodes via SW w/o site • Increases LTE coverage thanks to 4-way Rx diversity capability and best in class Rx sensitivity •I visit • Flexible mounting options(Pole or Wall) Alcatel-Lucent 0 F rigA TECHNICAL SPECIFICATIONS SIIIIIIMIIIIIIIIIIIMI 1111.111111111=111111111111 I 3GPF 1P G) 100- :$' • pSlia' .. { i amr:P*owetM�e F:x „sr . . ...2 n" IS Lario -1Pss 5; ..t. t.- ins y k� MIIIIIIMIIIMIIIIII 1.111111111.1111 11111111111111111111111111 EMI SrT�g..__nnala RP (�,^ anrs) .. u '4W abnPRxa nt • 1:, cannectpr 2 Pim) ,. IIIMIIIIIIMIIIIIMIM PP 36.,"Y.A '16.113/GR-1061xORE/OR-3108LORE/ui fi0950-1/FCC Part 27 tc iLuce„ .o.T„„,,,,_,. .A.no„ Alcatel-Lucent 2 til •►1 ES Tower Engiaeaing Softballs Phone(972)483-0607,Fax(972)975-9615 8445 Freeport Parkway,Suite 375,Irving,Texas 75063 Structural Analysis Report Existing 149 ft SABRE Monopole Customer Name:SBA Communications Corp Customer Site Number:MA13219-A Customer Site Name: Northampton 2 Carrier Name:Verizon Carrier Site ID/Name: Pine grove/Pine Grave Site Location:245 Old Wilson Road Northampton,Massachusetts Hampshire County Latitude:42.295472 Longitude:-72.667388 Y 1005, ` Q�rLa3�'R E Analysis Result: 8 miirla. Ru Max Structural Usage: 55.5°%[Pass] � ) sQB Eo�q g �'reTe }t,. Max Foundation Usage:59.0%[Pass] &oxgtt' ` t'� i Report Prepared By:Tawfeeq Aiajaj �' TES Project Number:29946 Page 1 January 26,2017 ES Tower Engineering Solutions Phone(972)483-0607,Fax(972)975-9615 8445 Freeport Parkway,Suit:e 375,Irving,Texas 75063 Structural Analysis Report Existing 149 ft SABRE Monopole Customer Name: SBA Communications Corp Customer Site Number: MA13219-A Customer Site Name:Northampton 2 Carrier Name:Verizon Carrier Site ID/ Name: Pine grove/ Pine Grove Site Location:245 Old Wilson Road Northampton, Massachusetts Hampshire County Latitude:42.295472 Longitude: -72.667388 Analysis Result: Max Structural Usage: 55.5%[Pass] Max Foundation Usage: 59.0%[Pass] Report Prepared By:Tawfeeq Alajaj TES Project Number:29946 Page 1 January 26,2017 Introduction The purpose of this report is to summarize the analysis results on the 149 ft. Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information l Tower Drawings Original tower drawings and design by Sabre,job#05-04188,dated 04/21/2005 Foundation Drawing Original foundation drawings by Sabre,job#05-04188,dated 04/21/2005 Geotechnical Report Geotech report prepared by JGl Eastern,Inc.,project#05180G,dated 03/10/2005 Previous SA Previous SA by FDH Engineering,project#1467P31400,dated 06/242014 Modification Drawings N/A Analysis Criteria The rigorous analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA/EIA 222-a In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second- order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: Ultimate Design Wind Speed V,,,,= 129.0 mph(3-Sec.Gust)! (based on IBC 2012) Nominal Design Wind Speed Vasd = 100.0 mph (3-Sec. Gust) Wind Speed with Ice: 40 mph (3-Sec. Gust) with 1" radial ice concurrent Operational Wind Speed: 60 mph +0" Radial ice Standard/Codes: ANSI/TIA/EIA 222-G/2012 IBC/Massachusetts State Building Code, Eighth Edition Exposure Category: C Structure Gass: II Topographic Category: 1 Crest Height: 0 ft. 119 Project Number 29946 Page 2 January 26,2017 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Iters Ele✓ato Transmissionqty. Antenna Descriptions Mount Type&qty. Owner n(ft.) Lines 1 3 Ericsson AIR B2A B4P Panels (6)15/8" 2 147-0 3 Ericsson AIR 844.9211 Panels Low Profile Platform {S}IS}8"fitaer T-Mobile 3 3 Ericsson XRY 112114TMD's {1}1-1/4"lMU - 6 Ante!LPA-80063-4Cr-EDIN-X Panels - 3 Commscope HBXX-9014DS-VTM Panels 2 Commscope HBXX-6517DS-A2M Panels 2 Commscope 58NHN-1D65C Panels - 1 Commscope 58NH11-1D85C Panels (2)15/8"Fiber - 122.0 1 Cornmscope HBXX-9016DS-ATM Panels Low Profile Platform - 3 Commscope E1SR05P19 TMA'S (18)15/8" Verizon - 2 Commscope RCM:AMC-PE-48 RET 3 Alcate lucent RRH AWS RRU - 3 ALU 1900 RR!)2x60W RRIYs - 6 RFS Celwave FD9R6004/2C-3L Diplexer 78.0 1 GPS Direct Mounted (1)X" Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by SBA Communications Corp.The proposed antennas and lines are listed below. tens Ekatnn Antenna Descriptions Mount TypeTransmission QV Antenna &Qty. Lines Owner MI 6 Antel-LPA-80063-4CF-EDIN-X-Panel Cornrnscope-SBNHH-1D65C-Panel 6 Commscope E15R05P19 TMA (2)15/8" fl 122.0 Commscope RC2DC-4750-PF-48 RET Platform wf Hand Res Fiber Alcatel-lucent RAN AWS RRU (18)15/8" Verizon 9 Alcatel-Lucent 825 RRH4x30-4R RRU 10 WM Alcatel-Lucent B13 RRH4X30bR RRU 11 78.0 au GPS Direct Mounted NG" All transmission lines are considered running inside of the pole shafts. TES Project Number;29946 Page 3 January 26,2017 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above,are summarized as the following: Pole shafts Anchor Base Plate Bolts Max. Usage: 55.5% 53.9% 52.9% Pass/Fail Pass Pass Pass Foundations Moment{Kip-ft) Shear(Kips) Axial tKips) Analysis Reactions 2862.7 29.3 71.8 Per section 15.5,1 of the TIA122-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. The foundation has been investigated using the supplied documents and soils report and was found adequate. Therefore, no modification to the foundation will be required. Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSiITIA/EIA 222-G for the installed antennas.The maximum twist/sway at the elevation of the proposed equipment is 0.5551 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA/EIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. Note: The structure capacity usage percentage(55.5%)on the cover sheet reflects the proposed antennas plus the new mount.The capacity usage considering the existing mount plus the proposed antennas is(54.1%).The new mount causes an additional 1.4%of overstress. TES Project Number:29946 Page 4 January 26,2017 Standard Conditions 1. This analysis was performed based on the information supplied to (TES)Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client.TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. Secondary component or connection secondary components, welds and bolts are assumed to be able to carry their intended original design loads. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes,TES should be notified in writing and the applicable minimum values provided by the client. 7. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis.TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions,TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 8. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number:29946 Page 5 January 26,2017 IMIIIIIMIIIIIIIIIMIIIIMIIIIIIIIIMIIMM Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 (I1 10 Site Name: Northampton 2 Exposure: C Height: 149.00(ft) Gh: 1.1 ES Base Elev: 0.000 (ft) Page 1 Iowa gsol Dead Load Factor. 1.60 v Iterations: 22 Wind Load Factor: 1.60 x Load Case : 1.2D+ 1.6W 100 mph Wind Lopyfighl02017err anoneenrip solution.LLC All rights reserved r ter �N� :� wr 'iii' ' LIfl 110.000- rar 135000- . 130000- 120030- 120000- _t >tu ins*:sw1 115033- MRA 110000- 105 1:03" 100.000- ten 94 750- .. Nr �� ���� IW 35000- GOCOO- 15 o 15O3- OM- 514- mrnt I1" NUM 6a033- 60000- 53.250- 420 C$ VIII if 10000 3003' mav- 20030- nth 15 0.10/1W - 10033- 000- 0003- 001 011 021 031 001 051 061 3.11 OBI 091 LN or tteracten + Type: Tapered Base Shape: 18 Sided 1/26/2017 pl lid Site Name: Northampton 2 Taper: 0.16494 �� Height: 149.00 (ft) Base Elev: 0.00 (ft) Page. 2 T,.veoriasw. g's, - .: . . .1 6199 m, ba< X Length Top Bottom Thick Joint Grade 14Ta' Seq (ft) (in) (in) (in) Type Taper (ksi) .3..4 -I III III t 11111 in 1 5325 49.57 _ 58.35 0.375 016494 65 14?-9- III'I L � 2 5350 4246 5128 0.322 Slip 016494 65 13F-0" 3 48.00 36.09 44.01 0,322 Slip 0.16494 65 I4 1100 35.56 37.37 0250 Slip 016494 65 4 Attach Force 1214 Elev(ft) Elev(ft) Qty Description Carrier air 147.00 147.00 3:>,AIR 21,1.3M,B4A B2P T-Mobilemania147.00 147.00 3 AIR 21,1.3M.B2A 84P T-Mobile 165K9)147.00 147.00 3 KRV 112.114 TMDY 7-Mobile 147.00 147 00 1 Low Profile Platform T-Mobile 12200 122.00 +C. 6 LPA-800634CF-EDIN-X Verizon 122.00 12200 2 SBNHH-1D65C Verizon W- III Illi sr 122.00 122.00 3: CommscopeE15R05P19 Verizon 122.00 122.00 2 Commscope Verizon 1. 122.00 122.00 4 SBNHt-1D65C `. Verizon 122.00 122.00 3 Alcatel-Lucent B25 Verizon 122.00 12200 :J`:3 Alcatel-Lucent 813 Venzon 122.00 122.00 3 Alcatelucent RRH AWS Verizon 122.00 122.00 1>.Platform wi Hand Rails Verizon 78.00 78.00 1 GPS Verizon am +�; oN 951011 Elev Elev From (ft) To(ft) Placement Description Carrier 000 147.00 Inside i 5/8" Coax T-Mobile 0.00 147.00 Inside 1 5/8" Fiber 1-Mobile I 0.00 147.00 Inside 1-1/4"LMU' 1-Mobile Sac, 0.00 122.00 Inside 1 5/8" Coax Verizon 0.00 122.00 Inside 15/8"Aber Verizon 6's 11111 �rr 0.00 78.00 Inside 1/2" Coax Verizon 9 Grade Qty Specifications (ksi) Arrangement 16 225"18J 750 Cluster 53.a. a Platt 3T1i Thickness Specifications Grade (in) (in) (ksi) Geometry 2.7500 63.0 60.0 Square Load Case Moment Shear Axial 00 -- 1.2D+1.6W 100 mph Wind 2862.7 293 437 0.98+16W 100 mph Wind 2844.4 292 32.8 1.20+1 O+1 OW 40 mph Wnd 521.3 5.4 718 z_...' 1 O+1.0W60 mph Wind 6415 6.6 36.5 Copyright©2017 by Tower Engineering Solutions,LLC.All rights reserved. Type: Monopole 1/26/2017 't ill Site Name: Northampton 2 Height: 149.00(ft) ES Page: 3 TowerEnmaring saute 19 15 13 16 12 17 ll g 1T11sir Fiber 0 T 121 Vavm 193-1ff LAW @To 141 T-Mable • 0)1 5/3" OTo147 T-Moble 10 X152" Met Olt iQ T-Moble 1 • 091152' 0Te122 Va-va O 0112 0 T 78 Vexing. 9 B 3 T l 6 5 Copyright©2017 by Tower Engineering Solutions,LW All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 tit 11' Site Name: Northampton 2 Exposure: C Height: 149.00(fi) Crest Height: 0.00IS "( ,', Base Elev: 0.000(ft) Site Class: 0-Stiff Soil __` Gh: 1.1 Topography: 1 Struct Class: II Page:4 T°°"F°sjppp10°s°I°eom Sec. Length Thick Fy Joint Overlap Weight No. Shape (ft) (In) (ksi) Type (hi) (Ib) 1 18 53.250 0.3750 65 0.00 11658 2 18 53.500 0.3215 65 Slip 78.00 8,841 3 18 48.000 0.3215 65 Slip 66.00 6,621 4 18 11.000 0.2500 65 Slip 5700 1,076 Total Shaft Weight: 27.900 Bottom Top Sec. Dia Elev Area Ix Wit D/t Dia Elev Area Ix Wit Mt No. (in) (ft) (sgin) 9684) Ratio Ratio (in) (ft) (sgin) (in84) Ratio Ratio Taper 1 58.35 0.00 69.00 29302.04 26.03 155.80 49.57 ,-;53.25 581.65 17900.2 21-:90 1321 0.164940 2 51.28 4675 52.00 1706193 2672 159.51 4246 100.25 4300 9644.83 21.68 132.0 0.164940 3 44.01 94.75 44.58 10748.96. 22/3 136.88. 36.09 142/6 :'88.50 5900.10 18.38 1122 0.164940 4 37 37 138 0 29 46 5129.33 24.95 149.50 35 56 149.00 28 02 4413.44 23.67 142 2 0.164940 Copyright 02017 by Tower Engineering Solutions.LW.All rights reserved Structure: MA13219-A-SBA Code: EIA'TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C Or Height: 149.00 (p) Crest Height: 0.00 Base Elev: 0.000(ft) Site Class: 0- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 5 1OIX,t/nI""'°ss°Imro"' Discrete Appurtenances No lee Ice Hor. Vert Bev Weight CaAa CaAa Weight CaAa CaAa Etc. Etc No. (ft} Description qty (ib) (at) Factor (Ib) (ah Factor (ft} (R) 1 147.00 AIR 21, I.3M,134A B2P 3 90.40 6.09 0.66 329.74 7,582 0.86 0.00 000 2 14200 AIR 21, 13M,82A B4P 3 91.50 6.09 0.06 330.84 7.582 0.86 0.00 0.00 3 147.00 KRY 112 114 TMD's 3 12.10 0.58 0.94 35.39 1.398 0.94 000 0.00 4 147.00 Low Profile Platform 1 120000 25.00 1.00 259335 52.867 1.00 0.00 0.00 5 122,00 LPA-800834CF-ED1N-X 6 20.00 6.15 0.93 258.93 8.623 0,93 0.00 0.00 6 122,00 SBNHH-1065C 2 49,60 1139 0.84 412.08 13.570 0.84 000 0.00 7 122.00 Caromsmpe El5R05P19TMA 3 22.00 1.06 0.80 8073 2.032 0.80 0.00 0.00 8 122,00 Commscope RC2DC.4750.-PF48 2 26.00 3,79 0.84 147,73 5.037 0.84 0.00 000 9 122.00 SBNHH-1066C 4 49.60 11:39 0.84 412.08 13.570 0.84 0.00 0.00 10 122.00 Alcatel-Lucent 825 RRH4x30.4R 3 51.00 2.14 0.67 126.42 2,934 467 400 000 11 122,00 A1catel-Lucent 913 RRH4X30-4R 3 57.20 2.16 0.87 .138.58 2,958 0.67 0.00 000 12 122.00 Alcatel-lucent RRH AWS RRU 3 43.00 2.92 0.67 143.44 4,605 0.67 0.00 0.00 13 12200 Platform w/Hand Rails 1 2000.00 4000 too 4735.24' 67.352 100 0.00 0.00 14 78,00 GPS 'I 1000 1,00 100 46.62 1.889 1.00 0.00 0.00 Totals: 38 4,781.20 15,192.11 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 147.00 (6) 1 5/8" Coax 0.00 Inside 0.00 147.00 (1) 1 5/8" Fiber 000 Inside 0.00 147.00 (t)1-114-LMU 0.00 Inside 0.00 122.00 (18)1 5/8" Coax 000 Inside 0.00 122.00 (2) 1 5/8"Fiber 000 Inside 0.00 78.00 (1)1/2" Coax 0.00 Inside Copyright O 2017 by Tower Engineering Solutions,LLC.AP rights reserved Structure: MA73219-A-SBA Code: EIAITIA-222-G 1/26/2017 ''[ t�' Site Name: Northampton 2 Exposure: C Height: 149,00(ft) Crest Height 0.00 j���' Base Elev: 0.000 (ft) Site Class: D- Stift Soil Ii Gh: 1.1 Topography: 1 Street Class: II Page: 6 Tower en inLwI np 5o1°00°' Increment Length: 500 fey Thick Dia Area Ix Wit Dit Fpy S Weight (ft) Description (in) (in) (inA2) (led) Ratio Ratio (kW) (inA3) (Ib) 000; 0 3750 58.350 69,002 29302.0 26-03 155,60 70.8 989.1 0.0 5.00 03750 57.525 68.021 28069.3 25.64 153.40 71 2 961.1 1165.6 1000 03750 56701 67.039 26871.6 25.25 . 151.20 716 9334 11489 1500 0.3750 55876 66059 257084 24.86 149.00 722 906.2 1132,2 2000 03750 55051 65.076 24579.4 24,47 146.80 72.6 879.4 1115,5. 25.00 0.3750 54.227 64.094 23483.8 2409 14460 73.1 853.0 1098.5 30,00 0.3750 53.402 63.113 22421.4.. 2370 14240.::'735 8270 1082,1 35.00 03750 52.577 62.131 213914 23.31 140.21 74,0 8014 1085.4 40.05 03750 51.752 61.150 20393.5 2292 138.01 744 7761. 1048.7 45.00 0.3750 50.928 60.168 19427.2 22 54 135.81 74.9 751.3 1032.0 '48.75 8ot-Section 0.3750 50639 59825 19098.3 2240 13504.-751 7428 3623 I. 5000 0.3750 50.103 59.187 184918 2215 13361 75.4 728.9 1230.1 53.25 Top?Sedica1 0.3215 50.210 50906 160076 2513 15617 `0:0 00 12175 55.00 0.3215 49.921 50.612 15731.3 25.97 155.28 709 620.7 302.3 6000. 0.3215 49097 49.770 14859.8 2552 '152.71 714 600.1 853.9 65 00 0.3215 48.272 45.929 14213.6 25.06 150.15 71.9 579.9 839 6 7000 0,3215 47,447 48087 134927 24.61 14758 725 560.1 ' 825,3 7500 0.3215 46.623 47.246 12796.7 24.16 145.02 73.0 540.6 811.0 ]8.00 0.3215 46,128 48.741 12390.8r 2389 143.48 73.3 529.1 4797 80.00 0.3215 45798 46.404 12125.0 23.71 142.45 73.5 521.5 3170 85.00 0.3215 44.973 45.563 114772 2325 139.89 740 502.7 782.4 90.00 0.3215 44.148 44.721 10853.0 22.80 137.32 746 484.2 768,0 94.75 Bot-Section3 03215 43.365 43.922 102813 2237 134.88 75.1 467.0 716,4 9500 0.3215 43.324 43.880 10251.8 22.35 134.76 75.1 466.1 75.3 100.00 0.3215 42,499 43.038 9673.2 21.90 132.19 75.6 448.3 1490.0 10.25 Top Section 2 0.3215 43.101 43.652 100931 22.23 134.06 0.0 0.0 73.7 105.00 0.3215 42.311 42.853 9548.7 21.80 131,82 75.8 444.4 699,1 11003 0,3215 41,493 42011 899.1 2135 129.06 76,3 427.1 721.9 115.00 0.3215 40,688 41.170 8467.2 20.89 126.49 76,8 410.1 707.8 12000 0.3215 39.843 40.328 7958.5 20.44 12393 77.4 3934 693.3 122.00 0.3215 39.513 39.992 7760.9 2025 122.90 77,6 388.9 273,3 125.00 0.3215 39.019 39.487 7470 7 1999 121.36 77.9 377.1 405 7 130.00 0.3215 38.194 38.645 7003.1 1954 118.60 78,4 361.1 664.7 135.00 0.3215 37.369 37.804 6555.5 19.08 11623 79.0 3455 6503 138.0 Bot-Section 4 0.3215 36.874 37,299 6296.3 18.81 114.69 79.3 338.3 383.3 140 00 0.3215 36.544 36.962 6127.4 18.63 113 67 79 5 330.2 452.3 142.75 Top-Section 3 0.2500 36.591 28.835 48114 2440 146.36 0.0 0.0 615.2 1450 02500 36.220 28.541 4665.5 24.14 144.88 730 253.7 219.6 147.0 0250 35.890 28.279 45363 23.90 143.56 733 2491 1933 1490 0250 35560 28.017 44134 23.67 142.24 736 244.5 191.6 27899.9 Copyright©2017 by rower Engineering Solutions,LLC.All rights reserved Structure: MM 3219-A-SBA Code: EIATTIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 614 Height: 149.00(ft} Crest Height: 0.00 ES Base Elev: 0.000(ft) Site Class: D- Stiff Sod Gh: 1.1 Topography: 1 Struct Class: 11 Page: 7 T°""'r"+S"`""r$0L°''' Load Case: 1.2D+ 1.6W 100 mph Wind Iterations 22 7.4) Dead Load Factor 1,20 i Wind Load Factor 160 Tot Ice Wind Dead Dead Eley qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (pet) (mph-ft) Cr (in) (t) (at) (st) (Ib) (Ib) (lb) 0,00 1.00 0.85 20.672 22 74 455.22 0.650 0.000 0.00. 0.000 000 00, 0.0 0.0 500 100 0 85 20 672 22.74 44878 0650 0.000 50024513 1593 5797 0.0 13988 10.00 . 1.00 085 20.672 22 74 442.35 0.650 0.000 5.00 24:164 1521: 571.5 `- 0.0 1378.7 1500 1.00 0.85 20.672 22.74 435.91 0,650 0.000 5.00 23.815 1548 563.2 0.0 1358.7 20.00 1.00 0.90 21.934 24.13 442.39 0.650 0.000 5.00:23.486 1525 688:.8: 00 1338.7 2500 1.00 0.95 22.989 2529 446.12 0.650 0.000 000 23.117 15.03 608.0 00 1318.6 3000 100 098 23.888 28.28 . 44785 0650 0000 500 22768 14.80 6222 0.0 12985 3500 1.00 1.01 24,675 27.14 448.15 0.650 0.000 5.00 22.420 14.57 632.9 00 1278.5 40.00 1.00 104 25.380 2792 447.36 0.650 0000 50022071 1435&.' 840.8 z-i0.0 .12585 45.00 1.00 107 26.017 28.62 445.73 0.650 0.000 500 21.722 14.12 646.5 00 1238.5 46,75801-Section 2 1.00 1.08 26.227 28,65 444.98 0.650 ..0000 1.75 7.520 489 225.8,1. . 0.0 428.7 50.00 100 10926.601 29.26 44340 0650 0.000 32514029 9.12 426.9 00 1476.1 53.25 Top-Section l 100 III 26.956 29.85 441.57 0650 0.000 32513.882x,. 9.02 ° 428.1 0.0 '. 1460.4 55.00 1.00 1.12 27.140 29.85 446.25 0.650 0.000 1,75 7.414 4.82 2302 00 362,7 60.00 1.00 1.14 27.641 3041 442.91 0650 0.000 5.00 20.947 13.62 662.4 0.0 1024 7 65.00 1.00 1.16 28.111 30.92 439.16 0.650 0.000 5.00 20.598 13.39 662.4 0.0 1007.6 7000 100 117 28,553 31.41 435.03 0650 0000 500 20:249 1316 681.4 0.0 990.4 7500 100 1,19 28971 3167 430.59 0.650 0000 500 19.900 12.94 859.5 00 9732 78.00Appudenance(s) 1.00 1.20 29.211 322.13 427.78 0.650 0.000 3.00 11.773 7.65 393.4' 0.0 5757 80.00 1.00 1.21 29.367 32.30 425.86 0.650 0.000 2.00 7 779 5.06 261.3 0.0 380.3 85.00 100 1.22 29,745 32.72 420.86 0.650 0.000 5.00 19.292 12.48 853.4 0.0 938.8 9000 10D 1.24 30105 33.12 41564 0.650 9.000 5,00 18853 12,25 649.3 00 921.6 94.75 Hot-Section 3 1.00 1.25 30.432 33.48 410.48 0,650 0.000 475 17.588 1143 812.3 0.0 8.59.7 95 00 1 00 1.25 30,449 3349 410.20 0,650 0.000 0.25 0.931 0.60 32.4 0.0 90 3 100.00 1.00 1.27 30,780 33.86 404.57 0.650 0.000. 5.00 18428 11.98 648.9 0.0 1788.0 100.25 Top-Section 2 100 1.27 30 796 33,88 404.29 0.650 0.000 0.25 0.912 0.59 32,1 0.0 885 105.00 1.00 1.28 31.098 34.21 404.92 0.650 0.000 4,75 17.188 11.16 810.7 00 838.9 11000 100 129 31404 34.54 39898 0650 0.000 500 17:730 11.52 6370 00 866.3 11500 1.00 1.30 31,699 3487 39288 0650 0.000 5.00 17.381 11 30 630.3 0.0 849.1 120.00 1.00 1.32 31 984 35.18 386.64 0.650 0.000 5.00 17.032 11 07 623.2 0.0 832.0 122.00 Appurtenance(s) 1.00 132 32.096 36.31 384.11 0.650 0000 2.00 6.715 4.36 246.6 00 328.0 125.00 1.00 1,33 32260 35,49 38027 0.650 0.000 3.00 9.968 6.48 367.9 0,0 486.8 130-09 100 1.34 32.528 35.78 373.77 0650 0,000 5.00 16.334 1052 607.8 0.0 7976 13500 100 1.35 32.787 36.07 367.16 0650 9.000 5CO 15,985 10.39 5996 00 7804 138.00 Bot-Section 4 1.00 1.35 32.939 36.23 363.13 0.650 0.000 300 9.424 6.13 35551. 0.0 460.0 140.00 1.00 1.36 33.039 36.34 360.43 0.650 0.000 2.00 6.297 4.09 238.0 0.0 542 7 142.75 Top-Section 3 1.00 1.36 33.175 36 49 356 69 0,650 0.000 2.75 8.568 5.57 325.2 0.0 738.3 14500 100 1.37 33.284 36.61 35855 0.650 0.000 2.25 6.931 4.51 2630 0,0 263.6 147.00 4pprtenance(s) 100 1.3733.380 36.72 35580 0,650 0.000 200 6.102 397 2330 00 232.0 149.00 1.00 1.38 33475 3662 353.03 0.650 0.000 2.00 6.046 3.93 231.5 0.0 229.9 Totals: 149.00 18,683.2 33479.9 Copyright©2017 by Tower Engineedng Solutions,LLC.All rights reserved 1111111.11111.11111111111 Structure: MA13219-A-SBA Code: EIAffIA-222-G 1/26/2017 �' '� Site Name: Northampton 2 Exposure: C ( Height: 149.00(ft) Crest Height: 0.00 J-+'�+ S Base ElElm0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: Il Page'. 8 rwithipe uesoiw Load Case: 1.2D+ 1.6W 100 mph Wind Iterations 22 Dead Load Factor 1.20 x Wind Load Factor 1.60 z, Total Dead Horiz Vert Wind Mom Morn Elev qz gxGh CaAa CaAa Load Ecc Ecc Ft( V Z No. (ft) Description Qty (psi) (psi) x Ka Ka (sI) (Ib) (ft) (fl) OW (lb-fl) (lb-10 1 147.00 KRV 112 114 1MD's 3 33.380 38.718 :.0.75 0.80 .1.31 49.56 0.0D0 0000 78:81000 . -. 000' 2 147.00 AIR 21, 1.3M,82484P 3 33380 36.718 069 0.80 12.57 329.40 0000 0000 73847 0.00 00(3 3 14700 AIR 21,11M,84A 82P 3 33380 36.718 0.89 0.80 1257 32544 0.000 . 0006 738.47 000 <0.00 4 14700 Low Profile Platform 1 33.380 36.718 1.00 1.00 2500 1440.00 0.000 0.000 146874 0.00 0.00 5 122.00 Alcatel-Lucent 813 3 32.096 35306 054.- 0.80 3.47 205.92 0.000 0.000 196:20 000 0.00. 6 12200 Platform ina Hand Rails 1 32.096 35.305 1.00 1.00 40.00 2400.00 0.ODD 0.000 2259.54 000 0.00 7 122.00 NcateHucentRRHAWS:'` 3 ..32196 35305 0.54 0.80 A70 15480 0100 . 0.000 26523n1'000 0.01. 8 12200 Neste)Lucent 825 3 32.096 35,305 054 0.80 344 18360 0000 0000 19438 0.00 000 9 122.00 SB4811-11366C 4 32.096 35.309 0.67 0.80 30.62 238.08 0000 0.000 .1729.47 000 >0.00 10 122.00 Commscope 2 32.096 35305 0.67 0.80 5.09 62.40 0.000 0.000 287.74 0.00 0.0D 11 122.00 Commscope E15R05P19"- 3 32 096 35305 0.64 . 0.80 2.04 79.20 0.000 0.000 114.91 0.00 >Poo: 12 122.D0 SBNHH-1D650 2 32.096 35305 0.67 080 15.31 119.04 0.000 0.000 864.74 010 0.00 13 122.001PA-80063-4CF-EDIN-X 8 :.:32.096 35306 074 0.80 27.45 144.0 0.000 0000 155081 0.00:.:. 000 14 78.00 GPS 1 29.211 32.132 100 190 100 1200 0000 0000 5141 0.00 000 Totals: 5,737.44 10637.04 Copynghl©2017 by rower Engineering Solutions,LLC.AU rights reserved Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 0,4 Height: 149.00 (ft) Crest Height: 0.00 E S Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 9 mverEI,otnxsoilWro Load Case: 1.2D + 1.6W 100 mph Wind Iterations 22 Dead Load Factor 1.20 Wind Load Factor 1.60 7 1 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Ib) (Ib) (Ib-ft) (lb-ft) 0.00 - 0.00 0.00 0.00 0.00 5.00 579.70 157466 000 000 10 00 571.45 .,1554.62 000 0.00 15.00 563.20 1534.58 000 0.00 20.00 588.82 1514.54! 0.00 0.00 25.00 607.97 1494.50 0.00 0.00 3000 822.22 147446 " 000 0.00 3500 632.90 1454.42 000 0.00 40.00 64081 1434.38 0.00 0.00 45.00 64651 1414.34 0.00 0.00 46.75 225.63 ( . 49028 0.00 0.00 50.00 426.93 1590.47 000 0.00 53.25 428.08 157475 0 00 0 00 55.00 230.19 424.28 0.00 0.00 60.00 862,38E 1200.62 0.00 0.00 65.00 662.42 1183.44 0.00 0.00 70.00 661.44 >1166.26 0 00 0.00 75.00 659.55 114908 0.00 0.00 7800 (1)attachments 444.83 69320 0.00 0.00 8000 261.33 450.31 0.00 0.00 85.00 653.41 1113..75 000 000 90.00 649.31 1096.57 0.00 0.00 94.75 61230 1025.83 0.00 0.00 95.00 32.41 99.05 0.00 0.00 100.00 648.88 1962.89 0.00 0.00 10025 32.14 97.24 0.00 0.00 10500 610.71 1005,10 000 000 110.00 636.96 1041.24 0.00 0.00 115.00 630.29 1024.06 0.00 0.00 120.00 623.20 1006.88 0.00 0.00 12200 (27)attachments 7709.64 3984.98 0.00 0.00 12500 367.87 51645 000 000 130.00 607.82 847.00 0.00 0.00 135.00 599.58 829.82 0.00 0.00 13800 355.11 489.64 0.00 0.00 140.00 238.02 562 49 0.00 0.00 142.75 325.16 765.45 0.00 000 145.00 263.92 285.80 0.00 0.00 147.00 (10)attachments 3255.55 2390.18 0.00 0.00 149.00 231.54 229.88 0.00 0.00 Totals: 29,20019 43,747.47 0.00 0.00 Copyright 02017 by Tower Engineering Solutions,LW.All rights reserved Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C UI l+1 Height: 149.00(ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D-Stiff Soil IES Gh: 1.1 Topography: 1 Strust Class: II Page: 10 Tower Enpettig Somme` Load Case: 1.2D+ 1.6W 100 mph Wind Iterations 22 Dead Load Factor 1.20 es/LH Wind Load Factor 1.60 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY p) FX(-) MY(9) MZ MX Moment Pn Vn Tri Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft4ips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -43.71 29.25 0,00 -28627 000 286272 439119;,4198.09 10487.0'.5251.34 0.00 0.000 0.000 0.555 5.00 4207 -28.77 0.00 -2716.4 0.00 2716.46 4361.57 2180.79 10255.5 513540 0.07 -0.135 0.000 0.539 1000 40.45 -2829 000 -25726 000 '.2572.61 : 4328.16 2163.08 10024.5 501171 029 -0269 0.000: 0.522 15.00 -38,86 -2780 0.00 -2431.1 0.00 2431.18 428992 2144.96 9794.07 4904,32 064 -.402 0.000 0.505 2000 4729 27.29 000 2292.1 000 = 229216'' 4252,.69 212645 956428 4789,25 . 1.13 -.533 0.000 0488 25.00 -35.74 -26.74 0.00 -2155.7 0.00 2155.72 4215,05 2107.53 933524 4674,56 1.76 -0.661 0.000 0.470 3000 4421 -26.18 0,00 20220 0.00 202201 y. 49764L2088.20 910702 4580.28 252 1788 0000 0452 35.00 -3271 -2559 000 -1891.1 000 1891.12 4136,98 206848 8879.71 4446,48 341 -0.912 0.000 0.433 40.00 -31,24..-24.99 000 -1763.1 000 1783„16.:. 4098.70 204135 865140 4333.13 4.44 -1,033 0000 0.415 45.00 -29.80 -24 36 0.00 -1638.1 0.00 163819 4055 64 2027.82 8428.16 4220.34 5.58 4.152 0.000 0.396 46.75 4929 -24.16 0.00 -1595.5 000 1595.56 4041.06 202154 8349.59 4181.00 601 4,194 0000 0.389 5000 -27.68 -2373 0,00 -1517.0 000 1517.05 4013,77 200689 8204.07 4108.13 6.85 -1.269 0000 0.316 5325 -26.09 23.29 0.00 -4439.9 0.00 1439.93 3231183:. 1618926846.65 332827 7.74 -1.343 0000 0.441 5500 -25.64 -23.09 0.00 -1399.1 0.00 1399.16 3227.58 161379 658703 329841 824 -1.382 0.000 0.432 60.00 -24.41 22.45 000 42837 000 1283.7y2.:.> 3197.744-41598.67 6416,93 321123 9.76 -1604 0.000 0407 65.00 -23200 -21.80 000 -11714 0.00 1171.49 3167,10 1583.55 624727 3128,28 11.39 4.620 0000 0.382 7000 22,02 21.15 000 9062.4 0001062249 3136.85 1567.83 6078,15 3043,59 13.15 =1132 0.000 0356 7500 -20.86 -2048 0.00 -956.76 0.00 956]8 3103.40 155170 5909.65 295922 1502 -1839 0.000 0.330 78.00 20.15 -2003 000 -89522 000 895.32 308166 1541:83 .5808.87 :2908.75 1620 -1.900 0.000 0315 80.00 -19.70 -1978 0.00 -855.26 0.00 855.26 3070,34 1535.17 5741.84 2875.19 17.00 -1.941 0.000 0.304 85.00 -18,58 -19.12 0.00 -756.36 0.00 756.36 3038,48 1518.24 5574.81 2791,55 19.09 4.035 0.000 0.277 90.00 -1748 -18.45 000 -660.78 0.00 08078 300181 1500.90 540864 2706.34 21.27 -2.123 0.000 0.250 94.75 -16.47 -17.81 0.00 -573.12 0.00 573.12 298812 148406 5251.65 2629.73 23.42 -2.200 0.000 0.224 9500 -16.36 -1779 0.00 -568.67 000 55667 2966.33 1483.16 524341 2625.60 2353 -2.204 0,000 0222 100.00 -14.41 -1707 0.00 -479.72 0.00 479.72 2930.05 146502 5079.21 2543,38 25,88 -2.278 0.000 0.194 100.25 -14.30 -17.05 0.00 -475.46 0.00 475.46 2956,60 1478.30 5198.92 2603,32 2600 2280 0.000 0.188 105.00 -1331 -16.41 0,00 -394.49 000 394.49 2921,94 1460.97 5043.18 2525,34 28.30 -2.341 0.000 0.161 110.00 -1228 -15.74 000 -31245 0.00 312.45 2864,68 1442.34 4880.34 2443,80 3078 2.393 0.000 0.132 115.00 -11,27 -1507 0.00 -233.75 000 23375 2848.61 1423.30 471872 2362,87 3331 -2.437 0.000 0.103 12000 -10.29 -14.41 0.00 -158.39 000 158.39 280773 1403.86 4558.39 228258 35.88 -2470 0.000 0.073 12200 -6,64 -6.54 0.00 -129.56 0.00 129.56 2791,95 1395.98 4494.63 2250,66 36.92 -2.480 0.000 0060 125.00 -6.14 -6.15 0.00 -109.95 0.00 109.95 2768.05 1384.02 4399.43 2202.98 3848 -2.493 0.000 0.052 130.00 -5.32 -5.51 0.00 -79.20 000 79.20 2727,56 1363.78 4241.93 2124,12 41.10 2.511 0.000 0.039 135.00 -4.51 4.87 0.00 -51.66 000 5166 2686.26 1343.13 4085.97 2046.02 4374 -2.524 0000 0.027 138.90 -4.04 4.50 0.00 -3704 0.00 37.04 2661,10 1330.55 3993.16 1999.55 45.33 -2.530 0.000 0.020 14000 -3,49 -423 0.00 -2805 0.00 28.05 2644,16 1322.06 3931.63 1968.74 46.39 2.533 0.000 0.016 142.75 -2.74 -3.88 0.00 -16.40 0.00 16.40 1886.84. 94342 2820.27 1412,23 47.85 -2.536 0.000 0013 145.00 -246 -3.60 0.00 -7.68 0.00 7.68 1875,48 93774 277447 1389,30 49.04 -2.537 0.000 0.007 147.00 -0.22 -024 0.00 -0.48 0.00 048 1865.24 932.62 273385 1366.96 50.11 -2538 0000 0.000 149.00 9.00 -023 0.00 0.00 000 0.00 185489 92744 2693.32 134866 51.17 -2.538 0.000 0000 Copyright©2017 by Tower Engineering Solutions,LLC.All rights reserved. IIIIMIIIIIIIIIIIMIIIIMIIIIMIIMIIMIMM Structure: MA13219-A-SBA Code: EIA/FIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 014 Height: 149.00(ft) Crest Height: 0.00 c Base Elev: 0.000 (ft) Site Class: 0- Stiff Soil Hr IJ Gh: 1.1 Topography: 1 Struct Class: II Page: 11 Tower 681i6W18 Solutions Load Case:0.9D + 1.600 100 mph Wind 7 Iterations 22 Dead Load Factor 0.90 a Wind Load Factor 1.60 Tot Ice Wind Dead Dead Elev qz qzGh C Thick Tributary Aa CIAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psi) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (Ib) (Ib) 0.00 190 0,85 20.672 2274 455.22 0,650 0.000 000. 0000 0.00 0.0 0.0 00 5.00 1.00 0.85 20.672 22.74 448.78 0,650 0.000 5.00 24513 15.93 579.7 0.0 1049.1 10.00 1.00 0.85 20.672 22.74 442.35 0,650 0.000 5.00 24.164 15.71 571,5 0.0 1034.1 15.00 1.00 0.85 20.672 22,74 43591 0,650 0.000 5.00 23.815 15.48 563.2 0.0 1019.0 20.00 100 090 21.934 24,13 442,39 0,650 0.000 5.00 23.468 15.25 588.8 0.0 1004.0 25,00 1.00 0,95 22.989 25.29 446.12 0.650 0,000 5.00 23.117 15.03 608.0 0.0 989.0 00.00 100 0.98 21888 2628 44705 0.650 0,000 £00 22.788 14.80 822.2 0.0 9739 35.00 1.00 1,012x676 27,14 448.15 0.650 0.000 5.00 22.420 14.57 632.9 0.0 958.9 40.00 1.00 104 25.380 27:92 447.36 0,650 0.000 5.00 22.071 14.35 640.8 0.0 943.9 45.00 1.00 1.07 26,017 2862 445.73 0,650 0.000 5.00 21.722 14.12 646.5 0.0 928,8 48,75 Bot-Section 2 1,00 1.08 26.227 28.85 44498 0.650 0.000 1.75 ,7.520 4.89 225.6 0,0 321.5 50.00 100 109 26.601 2926 443,40 0.650 0.000 3.25 14.029 9.12 426.9 0.0 1107.1 53.25 Top-Section 1 1.00 111 26.956 2965 ; 441.57 0.650 0.000 3.25 13.882 9.02 428.1 0.0 1095.3 55.00 1.00 1.12 27.140 29,85 446.25 0,650 0.000 1.75 7.414 4.82 230.2 0.0 272.0 60.00 1.00 114 27.641 30.41 442.91 0,650 -0.000 5.00 20.947 13.62 662,4 0.0 768.6 65.00 1.00 1.16 28.111 30.92 439.16 0.650 0.000 5.00 20.598 13.39 6624 0.0 755.7 7000 100 1.17 28.553 31.41 435,03 0650 0,000 5.00 20,249 13.16 681.4 0.9 7428 7500 100 1.19 28471 31.87 430.59 0,650 0.000 5.00 19.900 12.94 6595 0.0 7299 78.00 Appurtenance(s) 1.00 1.20 29.211 32.13 427.78 0,850 0.000 3.00 11.773 7.65 393,4 0.0 431.8 80.00 1.00 1,21 29.357 32.30 425.86 0,650 0.000 2.00 7.7/9 5.06 261,3 0.0 285.3 8500 1.00 1.22 29.745 32.72 420.86 0.650 0.000 . 5.00 19.202 12.48 653,4 0.0 704.1 90.00 1.00 1.24 30,105 33.12 415.64 0.650 0.000 5,00 18.853 12,25 649.3 0,0 691.2 94.75 Bat Section 3 100 1.25 30432 33.48 410.48 0,6550 0000 . 4.75 17.588 1t43 612.3 0.0 6443 95.00 1 00 1.25 30.449 33.49 410.20 0,650 0.000 0.25 0.931 0.60 32.4 0.0 67.7 100.00 1.00 1.27 30.780 33.86 404.57 0.650 0.000 5.00 18.428 11.98 648,9 0.0 1341.0 100.25 Top-Section 2 1.00 1.27 30.796 33.88 404.29 0.650 0.000 0.25 0.912 0.59 32,1 0.0 66.4 105.00 1.00 1.28 31.098 34,21 404.92 0.650 0000 4.75 17.166 11.16 610.7 0.0 629.2 11000 1.00 1.29 31.404 34.54 398.98 0,650 0000 5.00 17.730 11.52 637.0 0.0 6447 11500 100 1,30 31.699 34.87 392.88 0,650 0.000 5.00 17.381 11.30 630.3 0.0 636.9 120.00 1.00 132 31.984 35,18 386.64 0,650 0.000 5,00 17.032 11.07 623,2 0.0 624.0 122.00 Appurtenance(s) 1.00 1.32 32.096 35.31 384.11 0,650 0.000 2.00 6.715 4.36 2466 0.0 246,0 125.00 1.00 1.33 32,260 3549 380.27 0,650 0.000 3.00 9,968 6.48 367.9 0.0 365.1 130.00 100 1,34 32528 35.78 373.77 0.650 0.000 5.00 16.334 10.62 607.8 0.0 598.2 135.00 1.00 135 32.787 36.07 367.16 0,650 0.000 500 15.905 10.39 599.6 0,0 585.3 138.00 Sot-Section 4 1.00 1,35 32939 36.23 363.13 0.650 0,000 3,00 9.424 6,13 055.1 0.0 345.0 140.00 1.00 1.36 33.039 36.34 360.43 0,650 0.000 2.00 6.297 4.09 238.0 0.0 407.0 142.75 Top.Section 3 1.00 1.36 33.175 36,49 356.69 0.650 0.000 2.75 8.568 5.57 325.2 0.0 553.7 145.00 100 1.37 33.284 36.61 358,55 0.650 0,000 2,25 6.931 4,51 263.9 0.0 197_7 147.00 Appixtenance(s) 1.00 1,37 33.380 36,72 35580 0650 0.000 2.00 6.102 3.97 233.0 00 174.0 149.00 I 00 I 38 33.475 36.82 353.03 0,650 0.000 2.00 6.046 3.93 231.5 0.0 172 4 Totals: 149.00 18863.2 25,109.9 Copyngm©2017 by Tower Engineering Solutions,LLC.All fights reserved lalaIIMIMIMIIMIMIMIIIIIIIe Structure: MA13219-A-SBA Code: EIATTIA-222-G 1/26/2017 010 Site Name: Northampton 2 Exposure: C Height: 149.00(fl) Crest Height: 0.00 l i S Base Eley: 0.000(ft) Site Class: D-Stiff Soil t �r Gh: 1.1 Topography: 1 Struct Class: II Page: 12 EVI"InSehthOnS Load Case:0.9D+ 1.6W 100 mph WindY aerations 22 Dead Load Factor 0.90 x Wind Load Factor 1.60 t ' Total Dead Hartz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psi) x Ka Ka (si) (Ib) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) ' 1 147.00 KRY 112 114 TMD's 3 33.380 36.718 0.75 0.80 1.31 32.67 0.000 0.000 78.87 0,00 0.00 2 147 00 AIR 21,131A,62A 64P 3 33.380 36.718 P 69 080 12 57 24705 0.000 0.000 738 47 0.00 000 3 14 ;00 AIR 21,1.3M,&4A 6212 3 33.380 36.718 069 080 1257:. 244.08 0000 0.000 735.470.00 300 4 147.00 Low Profile Platform 1 33.380 36.118 1.00 100 25.00 1080.00 0.000 0.000 1468.74 0.00 0.00 5 12200Plcatel-Lucent B13 3 32.096 35.305 0.54 080 "3.47 15444 '0.000 0.000 196.20 0.00 0.00 6 122.00 Platform w/Hand Rails 1 32 096 35305 100 1.00 40.00 1800.00 0.000 0.000 2259.54 0.00 000 ,;x3Tas,`12200 Alcatel-lucent RRHAWs 3 32.096 35305 0.54 0.80 ,4.70 116.10 -0000 0.000 -°265.23 0.00 0.00 8 122.00 Alcatel-Lucent 025 3 32.096 35.305 054 0.80 344 137.70 0.000 0,000 194.38 000 000 9 1200 SBNHH-10850; 4 32.096 35.305 0.67 0.80 3062 178.56 0.000 0000_' 1729.47 000, 0.00 10 122.00 Commscope 2 32096 35.306 0.67 0.80 5.09 4680 0.000 0.000 287,74 0.00 000 11 122.00 Co11enscope E16R05P19 3 32-096 35.305 064 0.80 2.04 '59.40 0.000. - 0.000 114.97 . 0.00 0.00 12 122.00 SBNHH-1D65C 2 32,096 35.305 067 0.00 15.31 8928 0.000 0.000 864.74 0.00 0.00 13 12200.tPA:80063-4CF-EDIN-X 8 32.096 35.305 0.74 6.80 27.45 108.00 0.000 ..:..0.000 1550.81 0.00 000 14 7800 GPS 1 29.211 32.132 1.00 1.00 1.00 900 0.000 0.000 51.41 000 0,00 Totals: 4,303.08 10,537.04 Copyright©2017 by Tower Engineering Solutions,LLC.All rights reserved Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 I Site Name: Northampton 2 Exposure: C logo I" Height: 149.00(ft) Crest Height: 0.00 7-� ry Base Elev: 0.000 (ft) Site Class: D-Stiff Soil �1 J Gh: 1.1 Topography: 1 Struct Class: II Page: 13 ToweTEn%i°n""noholons Load Case:0.90 + 1.6W 100 mph WindV1-422 Dead Load Factor 0.90 s Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (n) Description (Ib) (Ib) (lb-11) (Ib-k) 0.00 000 0.00 0.00' 0.00 5.00 579.70 1180.99 0.00 0 00 10.00 571.45 1165.96 0.00 0.00 15 00 563.20 1150.93 0.00 0.00 20.00 588.82 1135.90 0.00 0.00. 25.00 607.97 1120.87 0.00 0.00 30.00 622.22 1105 84 0.00 0.00 .' 35.00 632.90 1090.81 0.00 0 00 40.00 640.81 1075.78 000 0.00 45.00 646.51 1060 75 0.00 0.00 4675. 225.63 367.71 0.00 0.00 50.00 426.93 1192.85 0.00 0.00 53.25 428.08 1181.06 0,00 000 55 00 230.19 318.21 0.00 0.00 60.00 66238 900.46 000 0.00 65.00 662.42 887.58 0 00 0.00 70.00 66144 874.69 0.00 0.00 75.00 659.55 861.81 0.00 0.00 78.00 (1)attachments 444.83 519.90 0.00 0.00 80 00 261.33 337.73 0.00 0.00 85.00 653.41 835 32 000 0.00 90.00 649.31 822 43 0.00 0 00 94.75 612.30 769.37 0.00 0.00 95.00 3241 74.28 0.00 0.00 100 00 648.88 1472.17 0.00 0.00 100 25 32.14 72 93 0.00 0.00 105.00 610.71 753.82 000 0.00 110.00 636.96 780.93 0.00 0.00 115.00 630.29 768.05 0,00 0.00 120.00 623.20 755.16 0 00 0.00 12200 (27)attachments 7709.64 2988.74 0.00 000 125.00 367.87 387.33 0.00 0.00 130.00 607.82 635 25 0.00 0.00 135.00 599.58 622.36 000 0.00 138.00 355.11 367.23 0.00 0.00 140.00 238.02 421.87 000 0.00 142 75 325.16 574.08 000 0.00 145.00 263.92 214.35 0.00 0.00 147.00 (10)attachments 3255.55 1792.63 0.00 0.00 149.00 231.54 172 41 0.00 0.00 Totals: 29,200.19 32,810.61 0.00 0.00 Copyright©2017 by Tower Engineering Solutions,LW.All fights reserved. 1.1111.11111.11111111.111.1111 Structure: MA13219-A-SBA Code: EINTIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C )4� dl Height: 149.00(ft) Crest Height: 0.00 1 14 s Base Elev: 0.000(ft) Site Class: D-Stiff Soil __,;/ Gh: 1.1 Topography: 1 Struct Class: Il Page: 14 Town EvatingSoMions Load Case:09D+1.6W 100 mph Wind Iterations 22 Dead Load Factor 0.90 Wind Load Factor 1.60 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Bev FY(4 FX(.) MY(-) M2 MX Moment Pn Vn Th Mn Deflect Sway Twist Stress (ft) (hips! (kips) (ft-kips) (ft-kips) (Skips) (ft-kips) (kips) (kips) (ft-kips) (6-kips) (in) (deg) (deg) Ratio 000 -32.76 -29.24 0.00 -2844.4 '"000 284444 439619 2198.09 10487.0 525134 000 0000 0000 ;¢549 500 -31,53 -2873 0.00 -2698.2 0.00 269824 4361.57 2180.79 10255.5 5135,40 0.07 -0.135 0000 0.533 1050 3030 -2823 0.00 -2554.5 000 2854.59 432816 2163,08 100245 501971 0,29 0268 0.031”01.516 15.00 -29.09 -27.72 000 -2413.4 0.00 2413.46 428992 219.96 9794.07 4904.32 0.64 -0.399 0.000 0.499 20.00 -27.90 -27.19 000 -2274.8 000 227485 J 4252,89 2126.45 9664.28 4789.25 1:13 -0.529. ,0900 '' 0.482.' 25.00 -26.72 -26.63 0.00 -2138.9 000 2138.91 4215.05 2107.53 9335.24 4674.56 1.75 -0,657 0.000 0.464 3960 2657 -26:05 000--2005:7 0.00 200578.. . 4178.41 208820 9107.02 4560,28 2.50 -0782 \0000. 0.466 35.00 -2443 -2545 000 -18755 0.00 181555 4136.98 206848 8879.71 4446.46 339 0.905 0000 0.428 4a00 -2332 -24.84 0.00 -1748.3 000 174831 4096,70 2048.35 8863.40 4333.13 4A0 4.026 0000 4119 4500 -22.24 2420 000 -1624.1 0.00 1624.11 4055,64 2027.82 8428.16 422034 5.54 -1.143 0.000 0.390 4675 -21,85 23.99 0.00 4581/ 0.00 158176 4041.08 2020.54 834959 418100 < 5.97 -1.18x1' 0000 0.384'", 5000 -20.63 -23.57 0.00 -15037 0.00 150378 4013.77 2006.89 8204.07 4108.13 6.80 -1259 0.000 0,371 5325 49.44 -23.13 OW 4427.1 0.00 142719 323783 1618.92 6646.65 3328.27 7.68 -1.332 a0ó*,, 0.435 55.00 -19,10 2292 0.03 -1386.7 000 1396.72 3227.58 161379 858703 3298.41 818 -1,372 0.000 0.427 6000 -1817,12227 000 1272.1 0.00 127212 3197:74 1596.87. 6416.93 321323 9.68 ;1.492 01101 0.402 65.00 -1725 -2162 0.00 -11607 0.00 1169.75 3167.10 1583.55 6247.27 3128.28 11.31 -1607 0.000 0.377 70:00: -18.36 -20.97 0.00'-1052.6 0.00 1052.65 313565 1567.83 6078.15 3043.59 13.05 -1718'. ,0000 0.31 . 75.00 -1549 -2030 0.00 -947.83 0.00 947.83 310340 1551.70 5909.65 2959,22 14.91 -1.824 0000 0.325 78.00 44.97 -19.85 0:00. -888.92 000 886.92 308365 154183 580867 290876 1607 -1.685 0000:; 0.310 80.00 -1461 -19.60 000 -84722 000 847.22 307034 1535.17 574184 2875.19 1687 -t925 0.000 0.300 85,00 -1377 -18,94 '000 -749.23 0.00 749.23 303648 151824 6574.81 279155 18.94 2018 0.000).10.273 9000 -12.95 -1828 0,00 -654.54 0.00 654.54 3001.81 1500.90 5408.64 2708,34 21.10 -2,105 0.000 0246 9475 -12.19 -1765 0.00 -58772 000 66772 2968.12 148406 5251.65 262973 2324 +2181 0.000' 0.220. 95.00 -12.10 -1762 0.00 -56331 0.00 553.31 2960.33 1483.16 524341 2625,60 2335 -2.185 0000 0219 10000 10.65 46.92. 0.00 -47521 0.00 47521 293005 146502 507921 254338 2568 -2.257 0.000 0191 100.25 -1057 -16.89 0.00 -470.98 0.00 47098 2956.60 1478.30 5198.92 260132 25.80 2.261 0.000 0.185 105.00 -9 82 -16.26 0.00 -390.75 0.00 390.75 2921.04 1460 97 6043.18 2525,34 - 28.08 -2,321 ' 0.000 0.158 110.00 -9.05 -1560 0.00 -30945 0.00 30945 2884.68 1442.34 4880.34 2443.80 30.54 -2.373 0.000 0.130 115.00 -8:30 -14.94 0.00 -231.45 0.00 231.45 2846.61 1423.30 471872 2362.87 33.05 -2.418 awe r ` 0.101 12000 -7,57 -1429 0.00 -156.74 0.00 155.74 2807.73 140388 4558.39 2282.58 35.60 -2449 0.000 0071 122.00 -4.91 -846 0.00 -128.15 000 128.15 2791.95 1395.98 4494.63 2250.66 36.62 2,459 0.000 0.059. 125.00 -4.54 -6.08 0.00 -10877 000 108.77 2768.05 1384.02 439943 2202.98 38.17 2.472 0.000 0.051 130.00 -3.93 S 45 0.00 -78.38 0.00 78.38 2727,56 1363.78 4241.93 2124.12 40.77 -2.490 `: 0.000 0.038 135.00 -3.33 482 0.00 -51 15 0.00 51.15 2686 26 1343.13 4085 97 2046,02 43.39 2.503 0.000 0.026 138.00 -2.98 -4.45 000 -36.69 0.00 3669 2661.10 1300.55 3993.16 1999,55 44.96 -2.509 0000.: 0,019 140.00 -2.57 -4.19 0.00 -27.79 0.00 27.79 264416 1322.08 3931.63 1968.74 46.01 -2,512 0.000 0015 142.75 2.01 -3.84 0.00 -16.26 0.00 16.26 1886.84 94342 2820.27 1412.23 47.46 -2,514 0.000 0.013 14500 -1,81 -3.57 000 -7.62 000 7.62 1875.48 93774 2774.47 1389.30 4864 2.516 0.000 0.006 147.00 -0.16 -0.24 0.00 -0.48 0.00 0.48 186524 932.62 2733.85 1368,96 49.70 -2.516 0.000 0.000 14900 0.00 -0.23 0.00 0.00 0.00 000 1854.88 92744 2693.32 1345.56 5075 2.516 0.000 0000 Copyright©2017 by Tower Engineetlnp Solutions,LLG All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 014 Height: 149.00(ft) Crest Height: 0.00 ry�--1. C Base Elev: 0.000 (it) Site Class: D- Stiff Soil • v t� Gh: 1.1 Topography: 1 Struct Class: II Page: 15 Tawe End `nngoIu'on Load Case: 1.2D +1.ODI+1.0Wi 40 mph Wind V iterations 21 Dead Load Factor 1.20 Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load Itt) Description Kzt Kz (pall (pall (mph-ft) Cf (in) (0) On (s0 Oh) (Ib) (Ib) 0.00 1.00 0655 3.308 3.64 0.00 1.200 6.000 0.00 0.000 ace 0.0.: ... 0-0 0.0 500 1,00 0.85 3.308 364 0.00 1,200 1656 500 25.803 31 07 113 0 613.9 2012 7 10.00 1.00 0,85: 3.308 . 3.64 0.00 1200 1775 500 26,643 30.77 112.0 650,1 2028.8 15.00 1.00 0.85 3.308 3.64 0.00 1.200 1.848 5.00 25.356 3043 110.7 668.3 2027.0 20.00 100 '.0.90 3,509 - '188 000 1.200 1.902 5.00 25052 30.08 116,0 678.6 20173 25.00 100 0.95 3,678 4.05 000 1.200 1.945 500 24,738 2969 120.1 684.4 20039 30.00 1.00 0.98 1822 4.20 000 1.200 1981 5.00 24.419 2930 1232. 6872 1985.7 35.00 1.00 1,01 3.948 4.34 0.00 1200 2.012 5.00 24.096 28.92 1256 687.8 1966.4 40.00 ' 1.00 1,04 4.061 4.47 000 1 200 2039 5.00 23.770 28.52 127.4 686.9 19454 4500 1.00 1.07 4.163 4,58 0.00 1,200 2.063 5.00 23,441 28.13 128.8 684.7 1923.1 46.75Bot-Sedion2 1.00 LAB 4.196 462000 1200 2071 1.75 8,124 9.75 .45.0 239.3r 668.0 5000 100 1.09 4256 468 000 1200 2,085 32515.159 1819 852 448.4 19245 53.25 Top-Section! I.00 tit 4.313 4.74: 000 1.200 2098 3.25 15018 18.02 85.5' 446.7 19072 55.00 1.00 1.12 4.342 4.78 0.00 1.200 2.105 175 8.028 963 46.0 240.0 602.8 60.00 1.00 ` 1.14 4.423 4.88 0.00 1,200 2.123 5.00 22:716 27.26 132.6 681.1 1705.8 6500 1.00 1.16 4.498 4.95 0.00 1,200 2.140 5.00 22.382 2686 132.9 675.7 1683.3 70.00 1.00 1.17 4569 5.03 000 1.200 2156 5.00 22,046 26.48 132.9 889.8 1660.2 7500 100 1.19 4.535 5.10 000 1.200 2,111 500 21,709 2605 1328 6634 16366 78.00Appurenance(s) 1.00 1,20 4.674: 5.14 000 1.200 2.180 3.00 12.862 15.43 79.4 395.6 971.3 8000 1.00 121 4.699 5,17 0.00 1,200 2.185 2.00 8.607 1021 52,8 262.6 643.0 85.00 100 1.22.. 4.759 5,24 0.00 1,200 2.198 5.00 21 034 25.24 132,1 849.4. 1588.3 9000 100 1.24 4.817 5.30 000 1.200 2.211 500 20696 2484 131.6 641.9 1563.5 94.75 Bot-Section 3 100 1.25 4.869 5.36 003 1200 2222 4.75 19 347 23.22 124.3 602.7 1462.4 95.00 1.00 1.25 4.872 5.36 0.00 1.200 2.223 025 1.023 123 6.6 32.2 1225 100.00 1.00 1,27 4.925 642 0.00 1.200 2234 5.00 20290 24.35 131,9 634.9 2422.9 100.25 Top-Section 2 1.00 1.27 4.927 5.42 000 1.200 2.235 025 1.005 121 6,5 31.7 1202 105.00 1.00 1.28 4.976 547 0.00 1200 2.245 475 18.944 22 73 124 4 595.2 1434.2 11000 1.00 1.29 5.025 5.53 0.00 12200 2256 5 00 19 610 2353 130.1 6180 14E43 11500 1.00 1.30 5,072 5.68 000 1,200 2.266 5.0019269 23.12 129.0 609.2 1458.3 120.00 1.00 1.32 5.117 5.63 0.00 1.200 2.276 5.00 18.928 22 71 127,9 600.1 1432.1 122.00 Appurtenance(s) 100 132 5.135 565 0.00 1,200 2279 2.00 7.475 8.97 50.7 238.6 5666 12500 1.00 133 5.162 6.68 0.00 1.200 2.285 300 11.110 1333 757 3546 8414 130.00 1.00 1.34 5.204 572 000 1 200 2294 500 18,246 21.89 125.3 581.5 1379.1 13500 100 1.35 5.246 5.77 000 1.200 2303 50017,904 2148 1240 5719 1352.3 138.00 Sot-Section 4 1.00 1.35 5.270 5.80 0.00 1,200 2.308 3.00 10 577 12.69 73.6 339.7 799.7 140.00 1.00 1.36 5.286 5.81 0.00 1,200 2.311 2.00 7.068 848 49.3 227.8 770.5 142.75 Top.Section 3 1.00 1.35 5.308 5.84 0.00 1.200 2.315 2.75 9.629 11.55 67.5 310 2 1048.5 14500 1.00 1.37 5.325 5,86 000 1.200 2.319 2.25 7.801 9.36 54.8 2518 515.4 147.00 4pptatetance(s) 100 1,37 5.341 5.87 0.00 1,200 2.322 200 6876 8.25 485 2222 454.2 14900 1.00 1.38 5.356 5.89 0.00 1,200 2.325 2.00 6.821 8.19 48.2 220 6 450.5 Totals: 149.00 3,764.0 62578.8 Copyright©2017 by Power Engineering Solutions.LW Al'rights reserved 1.111111.11.11111.1111111. 111.1 Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 �` Site Name: Northampton 2 Exposure: C l Height: 149.00(ft) Crest Height: 0.00 )t + s Base Elev: 0.000(ft) Site Class: D-Stiff Soil I'+ Gh: 1.1 Topography: 1 Struct Class: II Page: 16 T""'eE""'"`""As°""'ns I Load Case: 1.20+ 1.ODi+ 1.0Wi 40 mph Wind V Iterations 21 Dead Load Factor 1.20 x Wind Load Factor 1.00 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGl CaAa CaAa Load Ecc Ecc EX Y Z No. (ft) Description Qty (psi) (pat) x Ka Ka (sf) (Ib) (ft) (n) (lb) (lb-ft) Ob-11) 1 169.00 KRY 112114TMD'S - 3 5,341 3.875 O;75 0.80 3.15 98.43 0.000 0.000 18.53 500 0.00 2 14700 AIR 21,1.3M,82A 84P 3 5341 58T5 0.69 0.80 1565 1047,43 0.000 0000 9194 0.00 000 3 14750 AIR 21 1.3M,84A 62P 3 5341 5875 069 080 '.15.65 1043.47 0000 0000 91.94 000 0.0:: 4 147.00 Low Profile Platform 1 5.341 5.876 1.0 1.00 5287 2533.35 0.000 0.000 310.59 0.0 0.00 5. 122.0 Alcatel-Lucent 819 3 . 5.135 5.649, , 0:54 0.80 4,76 .404.09 0.00 0.000 2686 .000 0.0 6 122.0 Platform w/Hand Rails 1 5.135 5.649 100 100 67.35 453524 0.000 0000 380.46 0.00 0.00 7 122.00.Alcatel-lucent RRH AWS 3 5.135 5.849 0,54 0.80 741 '390.13 0.000 0.00 41.83 00 0.0 8 122.0 Alcatel-lucent 825 3 5.135 5.849 054 0.80 4.72 368.16 0,000 0.00 26.65 000 000 9 122.0 SBNH14-11365C 4 5.135 5.649 087; 080 35,48 1687.99 0.00 0.000 20606 0.00 0.0 10 12200 Commscope 2 5.135 5.849 0.67 080 6.77 243.85 0.000 0.000 38.24 0.00 000 11 122.00 Commscope.E181105P19 3 5135 5649 ' 564 -0.80 3.90 16950. ..0.00 0.000 22.04 000'- 0.00 12 12200 SBNHH-1D650 2 5.135 5.849 0.67 0.80 1824 843.99 0.00 0.000 103.03 0.00 0.00 13 12200 LPA-80063-4CF-EDIN-X 6 5.135 5.849 0.74'. 0.80:.,38.49 1263.20 . 0.00 0-00 217.44 000' 0.00 14 78.0 GPS 1 4.674 5.141 1.0 100 1.89 40.62 0.000 0.00 9.11 0.0 00 Totals: 14,869.85 t685.33 Copyright©2017 by Tower Engineering Solutions.LW.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C '(1 tq 7-• Height: 149.00(ft) Crest Height: 0.00 1S Base Elev: 0.000 (ft) Site Class: D- Stiff Soil �1 Gh: 1.1 Topography: 1 Struct Class: II Page: 17 T°'En%'":m°asmu"°"' Load Case: 1.2D + 1.0Di+ 1.0Wi 40 mph Wind V Iterations 21 Dead Load Factor 1.20 x Wind Load Factor 1.00 z Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Ib) (Ib) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 113.05 2188.58 0.00 0.00 10.00 111.96 ' 2204.73 0.00 0.00 15.00 110.70 2202.88 0.00 0.00 20.00 116.05 219114 0.00 0.00 25.00 120.11 2178.88 0.00 0.00 30.00 123.20 2161.63 0.06'" 0.00 35.00 125.58 2142.25 0.00 0.00 40.00 127.41 2121.26 0.00 0.00 45.00 128.80 2099.00 0.00 0.00 48.75 45.00 729.58.. 0.00 0.00 50.00 85.16 2038.86 0.00 0.00 53.25 85.50 2021.50 0.00 0.00 55.00 46.01 664.31 0.00 0.00 60.00 132.62 1881.69 0.00 0.00 65.00 132.88 1859.15 0.00 0.00 70.00 132.95 1836.06 0.00 0.00 75.00 132.83 1812.50 0.00 0.00 78.00 (1)attachments 89.07 1117.45 0.00 0.00 80 00 52.76 712.96 0.00 0.00 85.00 132.14 1763.18 0.00 0.00 90.00 131.59 1738.46 0.00 0.00 94.75 124.35 1628.55 0.00 0.00. 95.00 6.58 131.20 0.00 0.00 100.00 131.90 2597.81 0.00 0.00 100.25 6.54 128.97 0.00 0.00 105.00 124.42 1600.34 0.00 0.00 110.00 130.06 1659.23 0.00 0.00 115.00 129.00 1633.23 0.00 0.00 120.00 127.86 160.02 0.00 0.00 122.00 (27)attachments 111329 10543.09 0.00 0.00 125.00 75.70 871.00 0.00 0.00 130.00 125.35 1428.51 0.00 0.00 135.00 123.98 1401.75 0.00 0.00 138.00 73.58 829.31 0.00 0.00 140.00 49.32 790.26 0.00 0.00 142.75 67.46 1075.66 0.00 0.00 145.00 54.84 537.61 0.00 0.00 147.00 (10)attachments 561.47 5196.69 0.00 0.00 149.00 48.23 450.51 0.00 0.00 Totals: 5,34930 71,778.75 0.00 0.00 Copyright©2017 by Tower Engineering Solutions,LLC.All rights reserved 111111.11111.1111.1111.111111111111.11.11111111.11 Structure: MA13219-A-SBA Code: EINTIA-222-G 1/26/2017 'It I" Site Name: Northampton 2 Exposure: C l Height: 149.00 (ft) Crest Height: 0.00 ES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 18 Tower Engineering Solutions Load Case: 1.20+ 1.001+ 1 OM 40 mph Wind Iterations 21 Dead Load Factor 1.20 x^..„x Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-klps) (ft-kips) (in) (deg) (deg) Ratio 0.00 -71.78 5.36 J..0.00 -521.33 0.00 521.33 4396.19 219109- 10487.0 5251.34;:" 0.00 0000 0000 0.116 5.00 -69.59 -5.28 0.00 494.51 0.00 494.51 4361.57 2180.79 102555 513540 0.01 -0.025 0000 0.112 1000 -6738 320 000 468.11 0.00 468.11 432615 2163.08 10024.5:..501971. 005 -0049 0000 0.109 1500 -65.18 -5.11 0.00 -442.13 0.00 442.13 4289.92 2144.96 9794.07 4904.32 012 -0073 0.000 0.105 20.00" -6298 -5.02 000 416.58 000 416.58 425289 2126.45.956428 478925 - 021 -0 097 0.000 0.102 25.00 -6080 4.92 0.00 -391.50 0.00 39150 4215.05 2107.53 9335.24 4674.56 0.32 -0.120 0000 0.098 3900. 5864 -481. 0.00 -366.91 0.00 366.91 417641 2088.20 910702 456028. 048 -1143 0.000 0.095 35.00 -56 49 -4.70 0.00 -342.85 0.00 342.85 4136.96 2068.48 8879 71 4446 46 0.62 -0.166 0.000 0.091 4000 5437 -459 000 -319.34 000 319.344096.70 204635"865340 433313 'r 0.81 -188' £0.000 0.087 4500 -52.27 447 0.00 -296.39 0.00 296.39 4055.64 202782 8428.16 4220.34 1.02 -0.209 0.000 0.083 4675 .51.54, 4.43 000 -288.58 0.00 288.58 4041.08 2020.54 834959` 4181.00 1.09'. -0.217 0.000 0082 50.00 49.50 4.35 0 00 -274.19 0.00 274.19 4013.77 2006.89 8204.07 4108.13 1.25 -0 230 0.000 0.079 5325: -4748 4.26 000 -260.06 000 26006 3237.83 1618.92 6646.65 332827 141 -0244 0000 0.093 55.00 46.81 4.22 0 00 -252.60 0 00 252.60 3227.58 1613.79 6587 03 3298.41 1.50 -0.251 0.000 0.091 60.00 4493'-410.. 000 -23148 0.00 231.48 3197.74 1598.87. 641693 321323 1.77 -9273 '0.000 0086 65.00 -43.07 -3.97 0 00 -210.98 0.00 210.98 3167.10 1583.55 6247.27 3128.28 2.07 -0.294 0.000 0.081 70.00 -41.23 -3.84 0.00 -191.12 0.00 191.12 3135.65 1567.831 8078.15 3043.59 > 2.39 -0.314 0.000 0.076 75 00 -39.42 -3.71 0.00 -111.89 0.00 171.89 3103 40 1551.70 5909 65 2959.22 2 73 -0.333 0.000 0.071 >:.78.00 -38.30 3.82 0.00 -160.76 0.00 160.76 3083.66 1541.83. 580687 2908.75 <2.94 -0.344 0.000 0.068 8000 -37.59 -3.57 0.00 -153.51 000 153.51 3070.34 1535.17 5741.84 2875.19 3.09 -0.351 0.000 0.066 85.00 -35.83 -3.44 0.00 -135 64 0.00 135.64 3036.48 1518 24 5574.81 2791.55 3.46 -0 368 0.000 0.060 90 00 -34.09 -3.31 000 -118.44 000 118.44 3001.81 1500.90 5408 64 2708.34 3.86 -0.384 0.000 0.055 94.75 -32.46 -3.17 0.00 -102.74 0.00 102.74 2968.12 1484.06 5251.65 2629.73 4.25 -: -0.398 0.000 0.050 95.00 -3233 -3.17 0.00 -101.94 0.00 101.94 296633 1483.16 524341 2625.60 4.27 -0.399 0.000 0.050 100.00 -29.73 ' -3 02 0.00 -86.09 000 86.09 2930.05 1465.02... 5079.21 2543.38.. 4.69 -0.412 0.000 0.044 100.25 -2960 -3.02 0.00 -85.33 0.00 8533 295660 147830 5198.92 2603.32 4.71 -0.412 0.000 0.043 .105.00 -28.00 -2.89. 0.00 -70.99 0.00 70.99 2921.94 1460.97 5043.18 2525.34° 5,13 -0.423 0.000 0.038 110.00 -26.34 -2.75 0.00 -56.54 0.00 56.54 2884.68 1442.34 4880.34 2443.80 5.58 -0.433 0.000 0.032 115.00 -24.71 -2.61 0.00 42.79 0.00 42 79 2846.61 1423.30 4718.72 2362.87 -6.04 -0.441 0.000 0.027 120.00 -23.11 -247 0.00 -2973 0.00 2973 2807.73 1403.86 4558.39 2282.58 6.50 -0447 0.000 0.021 122.00 -12.57 -1.28 000 -24.78 0.00 24.78 2791.95 1395.98 4494.63 2250.66 6.69 -0.449 0000 0.016 125.00 -11.70 -120 0.00 -20.94 0.00 2094 2768.05 1384.02 4399.43 2202.98 6.97 -0451 0.000 0.014 130.00 -10.27 -1.06 0.00 -14.96 0.00 14.96 2727.56 1363.78 4241.93 2124.12 745 -0.454 0.000 0.011 135.00 -8.87 -0.93 0.00 -9.66 0 00 9.66 2686.26 1343.13 4085.97 2046 02 7.92 -0 457 0.000 0.008 138.00 -8.04 -0.85 0.00 -6.88 0.00 6.88 2661.10 1330.55 3993.16 1999.55 8.21 -0.458 0.000 0.006 140.00 -7 25 -0.79 0 00 -5.19 000 5.19 2644.16 1322.08 3931 63 1968 74 8.40 -0.459 0.000 0.005 142.75 -6.18 -0.71 0.00 -3.02 0 00 3 02 1886.84 943 42 2820.27 1412.23 8.67 -0 459 0.000 0.005 145.00 -5.64 -0.65 0.00 -141 0.00 141 187548 937.74 277447 1389.30 8.88 -0459 0.000 0.004 147.00 -0 45 -0.05 0.00 -0.10 0.00 0.10 1865.24 932.62 2733.85 1368.96 9.08 -0.459 0.000 0.000 149.00 0.00 -0.05 0 00 0.00 0 00 0.00 1854.88 92744 2693.32 1348 66 9.27 -0 459 0.000 0.000 Copyright 02017 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 0191111 II )'I Height: 149.00(ft) Crest Height: 0.00 7--1 Base Elev: 0.000 (ft) Site Class: D- Stiff Soil �-1 Gh: 1.1 Topography: 1 Struct Class: II Page: 19 TaxeE etri"s54thm Load Case: i.OD+ 1.0W 60 mph Wind v Iterations 21 ..„;4:01mismiit Dead Load Factor 1.00 Wind Load Factor 1.00 Tot Ice Wind Dead Dead Eley qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (pst) (pst) (mph-ft) Cf (in) (R) (s1) (sp (lb) (ib) (ib) 0.00 1.00 0.85 7.442 8.19 273.13 0.650 , 0000 00050.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.19 269.27 0.650 0 000 5.00 24.513 15.93 130.4 0.0 1165.6 10.00 1.00 0.85 7.442 8.19 265.41 0.650 0.000 5.00 24.154 15.71 `128.6 0.0 1148.9 1500 1.00 0.85 7.442 8.19 261.55 0.650 0.000 5.00 23 815 15.48 126.7 0.0 1132.2 20.00 1.00 0.90 7.896 8.69 26544 0.650 0.000 5,00 23.466 15.25 132.5 0.0 1115.5 25.00 1.00 0.95 8.276 9.10 267.67 0.650 0.000 5.00 23.117 15.03 136.8 0.0 1098.8 30.00 1.00 0.96 8600 9.46 268.71 0.650 0000 > 400222.768 14:80. 1400 0.0 1082.1 35.00 1.00 1.01 8.883 977 268.89 0.650 0.000 5.00 22.420 14.57 142.4 0.0 1065.4 4000 100 104 9.137 10.05 268.42 0.650 0000 500 22071;1430 144.2 0.0 1048.7 4500 1.00 1.07 9.366 10.30 267.44 0.650 0.000 5.00 21.722 14.12 145.5 0.0 1032.0 46.75 Bot-Section 2 1.00 1.08 9.442 1039 266.99. 0 650 0000 ' 1.75 7.520.. 4.89 50.8 0.0 3573 50.00 1.00 1.09 9.576 10.53 266.04 0.650 0.000 3.25 14.029 9.12 96.1 0.0 1230.1 53.25 Top-Section 1 100 1.11 9.704 10.67 26494 0.650 '0.000 3.25 13882 9.02 96.3 0.0 1217.0 55.00 1.00 1.12 9.770 10 75 267.75 0.650 0.000 1.75 7414 4.82 51.8 0.0 302.3 60.00 1.00 1.14 9.951 10.95 265.75 0.650 0.000 5.00 20.947 13.62` 149.0 0.0 853.9 65.00 1.00 1.16 10.120 11.13 263.49 0.650 0.000 5.00 20.598 13.39 149.0 0.0 839.6 70.00 1.00 1.17 10.279 11.31 261.02 0.650 0.000 .5.00 20 249 13.16 148.8 0.0 825.3 75.00 1.00 1.19 10.430 1147 258.35 0.650 0.000 5.00 19.900 12.94 1484 0.0 811.0 78.00Appudenance(s) 1.00 1.20 10.516 11.57 25867 0.650 0.000 3.00 11.773 7.65 88.5 0.0 479.7 80.00 1.00 1.21 10.572 11.63 255.51 0.650 0.000 2.00 7.779 5.06 58.8 0.0 3170 85.00 1.00 1.22 10.708 1138 252.52 0.650 0.000 CC 5.00 19.202 12.48 147.0 0.0 782.4 90.00 1.00 12410.838 11.92 249.38 0.650 0.000 5.00 18.853 12.25 146.1 0.0 768.0 94.75 Bat-Section 3 1.00 1.25 10.956 1205 246.29 0.650 0.000 4.75 17.588 1143 137.8 0.0 716.4 95.00 1.00 1.25 10.962 1206 246.12 0 650 0.000 025 0.931 0.60 7.3 0.0 75.3 10000 1.00 1.27 11.081 12.19 242.74 0.650 0.000 5.00 18.428 11.98 r 146.0 0.0 1490.0 100.25 Top-Section 2 1.00 1.27 11.087 12.20 242.57 0.650 0.000 0.25 0.912 0.59 7.2 0.0 73.7 105.00 1.00 128 11.195 12.31 242.95 0.650 0.000 4.75 17.166 11.16 137.4 0.0 699.1 110.00 1.00 129 11.305 12.44 239.39 0.650 0.000 5.00 17.730 11.52 143.3 0.0 721.9 115.00 1.00 1.30 11.412 12.55 23533 0.650 0.000 5.00 17.381 11.30 141.8 0.0 707.6 120.00 1.00 1.32 11.514 12.67 231.98 0.650 0000 5.00 17.032 11.07 140.2 0.0 693.3 122.00 Appudenance(s) 1.00 1.32 11.554 1231 230.46 0650 0.000 2.00 6,715 4.36 55.5 00 273.3 125.00 1.00 1.33 11.614 12.78 228.16 0.650 0.000 3.00 9.968 6.48 82.8 0.0 405.7 130.00 1.00 1.34 11.710 12.88 224.26 0.650 0,000 520 16234 1062 136.8 0.0 6643 135.00 1.00 1.35 11.803 12 98 220.29 0.650 0.000 5.00 15.985 10.39 134.9 0.0 650.3 138.00 Bot-Section 4 1.00 1.35 11.858 13.04 217.88 0.650 0.000 3.00 9.424 6.13 799 00 383.3 140.00 1.00 1.36 11.894 13.08 216.26 0,650 2000 2.00 6.297 4.09 53.6 0.0 452.3 142.75 Top-Section 3 1.00 1.36 11.943 13.14 214.01 0.650 0.000 2.75 8.568 557 73.2 0.0 615.2 145.00 100 137 11.982 13.18 215.13 0.650 0.000 2.25 6.931 4.51 59.4 0.0 2196 147.00 Appudenance(s) 1.00 1.37 12.017 13.22 213.48 0.650 0.000 2.00 6.102 3.97 524 0.0 1933 149.00 1.00 1.38 12.051 13.26 211.82 0.650 0.000 2.00 6.046 3.93 52.1 0.0 191.6 Totals: 149.00 4,199.2 27499.9 Copyright©2017 by Tower Engineenng Solutions,LLC.All rights reserved. • Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 119 Height: 149.00(ft) Crest Height: 0.00 t�-{+ ry` Base Eley: 0.000 (ft) Site Class: D- Stiff Soil 1 +4J Gh: 1.1 Topography: 1 Struct Class: II Page: 20 T"yIks tTE%to<nng solwi Load Case: 1.OD+ 1O 60 mph Wind Iterations 21 Dead Load Factor 1.00 Wind Load Factor 1.00 Total Dead Hertz Vert Wind Morn Morn Elev qz qzGh CaAa CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (Psf) (ps1) x Ka Ka (sf) (Ib) (ft) (ft) (Ib) (Ib-ft) (lb-ft) I '147.00 KRY 112114TMD's" 3 12.017 13219 075 0.80 1.31 3620 . 0.000 00901730 QOOP 000 2 147.00 AIR 21, t 3M,82A 84P 3 12017 13.219 0.69 0.90 1257 2/4.50 0.000 0.000 166.15 0.00 000 3:.147.00 AIR 21,1.3M,E4A 82P 3 '12.017 13219 0.69 0.80 12.57 271 20 0.000 0000 1881S'. 000 0.00 4 147.00 Low Profile Platform 1 12017 13.219 1.00 1.00 25.00 1200.00 0.000 0.000 330.47 0.00 0.00 5 122.00AIoatel-Lucent 313 3 11.554-12.710 0.54 0,80 3.47 171.60 0.00e 0.000 44:15 000 '000' 6 12200 Platform w/Hand Rails 1 11.55412710 1.00 1.00 40 OD 2000.00 0.000 0.000 50840 0,00 0.00 7 >122.00 Alcatel-lucent RRHAWS: ` 3 11.554 12.710 054 0.80 4.70 12900 (1900"` D000 59:86 OOQr 000' 8 122.00 Alcatel-Lucent 625 3 11.554 12.710 054 080 344 15100 0000 0.000 43.74 0.00 000 9 122.00 S6NHH-10650 4 11.554 12.710 067 0.80 3062 198.40 0000. 0000' 389:13. 000 ;0,00 10 122.00 Commscope 2 11554 12.710 067 0.80 5.09 5200 0.000 0000 64.74 0.00 0.00 11 122.00 CommscopeEl6R05P19 3 11.554 12.710 0.64 080 204 6600 0000 0000 25.890.00 0.00. 12 12200 SBNHH-1D65C 2 11.554 12,710 067 0.80 1531 9920 0.000 0.000 194.57 0.00 0.00 13 122.00 LPA-8899634CF-EDIN-X 6 11554 12.710 0.74 0.80 27,45 12000 0000 0000 348.93`= 0-00 000 14 7800 GPS 1 10.516 11.588 1.00 1.00 1.00 1000 0000 0000 11.57 000 0.00 Totals: 4,781.20 1370.83 Copyright©2017 by rower Engineering Solutions,LLC.All rights reserved Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C ((1Y II) Height: 149.00(ft) Crest Height: 0.00 I ES Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 21 To"crE"gmeennt$ohioni Load Case: 1.0D + 1.0W 60 mph Wind Iterations 21 Dead Load Factor 1.00 x 7)Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (Ib) (Ib) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5 00 130 43 1312.22 0.00 0.00 10.00 :-..128.58 1295.52 0.00 0.00 15.00 128 72 1278.82 0.00 000 20.00 132.49 ' 1262.12 0.00 0.00 25 00 136.79 1245.42 0.00 0.00 30.00 140.00 '< 1228.72 0.00 0.00 35.00 142 40 1212.02 0.00 0.00 40.00 14418... 1195.32 0.00 0.00 45.00 145 47 1178 62 0.00 0.00 46.75 50.77 408.57 0.00 0.00 _. 5000 96.06 1325.39 0.00 0.00 53.25 96.32 131229 0.00 0.00 55.00 5179 353.56 0.00 0.00 60.00 149.04 - : 1000.52 000 0.00 6500 149.04 986.20 0.00 0.00 70 00 148.82 971.88 -. 0.00 0.00 75.00 148.40 957.56 0.00 0.00 78.00 (1)attachments 100.09 577.67 0.00 000 80.00 58.80 375 26 0.00 0.00 85.00 147.02 928.13 000 0 00 90.00 146.09 913.81 0 00 0 00 94.75 137.77 854.86 0.00 0.00 95.00 7.29 8254 0.00 0.00 100 00 148.00 1635.74 0 00 0.00 10025 723 81.04 0.00 0.00 105.00 13741 837.58 0.00 0.00 110.00 143.32 867.70 0.00 0.00 115.00 141.82 853.39 000 0.00 120.00 140.22 839.07 0.00 0.00 122.00 (27)attachments 173467 3320.82 0.00 0.00 125.00 82.77 430.37 0.00 0.00 130.00 136.76 705 83 0.00 0 00 135.00 134.91 691.51 0.00 0.00 138.00 79.90 408.04 0.00 0.00 140.00 5355 468.74 0 00 000 142.75 73.16 637.87 0.00 0.00 14500 59.38 238.17 0.00 0.00 147.00 (10)attachments 732.50 1991.81 0.00 0.00 149.00 52.10 191.57 0.00 0.00 Totals: 6,570.04 36,456.23 0.00 0.00 Copyright©2017 by Tower Engineering Solutions,LLC.All rights reserved Structure: MA13219-A-SBA Code: EIA/TIA-222-G 1/26/2017 114 I '� Site Name: Northampton 2 Exposure: C 1 1 Height: 149.00(ft) Crest Height: 0.00 1ci Base Eley: 0.000(ft) Site Class: D- Stiff Soil re Gh: 1.1 Topography: 1 Struct Class: II Page: 22 ToweEimttMSSobewe Load Case; 1.00+ 1.0W 60 mph Wind 74/1"41‘/Y Iterations 21 Dead Load Factor 1.00 Wind Load Factor 1.00 Sag Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Eley FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (klpa) (kips) (a-kips) (ft-kips) (ft-klps) (ft.kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -36,45 -6.58 0.00 -641.52 ,:0.00 641.52;' 4398.19 2198.09 10487.0 5251,34 0.00 0000 0.000 0430 5.00 -35.14 -0.47 0.00 -608.63 0.00 608 63 4361.57 2180.79 102555 5135 40 0.02 -0 030 0.000 0.127 1000 -33,84 626 000 -576.29 0.00 , :: 578.29 4326/5 2163.08 10024.5 5019.71 0.06 4000 0.000 0.123 15.00 -32.56 -624 000 -544.52 000 544.52 4289.92 2144.96 9794.07 4904.32 0.14 0.090 0000 0.119 2000 -3129 -6.12. 000 -513.30 0.007 51330 425289 2129.45 9664.28 478925 025 -0,119 0.000 0.115 2500 -30,05 -6.00 0 O 48268 ODD 482.68 4215,05 210753 9335.24 4674.56 0.39 -0148 0.000 0.110 30.00 -28.81 -5.87 000: 452.68 000.: 462,66. 4176.41 2088.20-9107.02 456026 0.56 -0176 0000 0106 35.00 -2760 -574 0.00 42333 0.00 423.33 4136.96 2068.48 887971 4448,46 078 -0204 0.000 0.102 4000 -26.40. . 360 0.00 -39465 000 394e5 4090:10 204835 8653.40 4333.13 0.99. -0.231 0000:' 0098 4500 -25.22 -546 0.00 -366.64 000 36684 4055,64 2027.82 8428.16 4220,34 125 -0258 0000 0.093 46,75 -24.81 -5.41 0.00 -357.09 , 000 357.09 4041.08 202054 834959 41810(1 1.35 -0267 0.000 0092. 50.00 -2349 -5.32 0.00 -33951 0.00 339.51 4013.77 2006.89 8204.07 4108.13 153 -0284 0.000 0089 5325 -22,17 -522 0.00 02223 000 32223 3237,83 161892 6646.65 3328.27 1.73 -8301 0000 9104 5500 -21.82 -5.17 0.00 -313.10 0.00 313.10 3227.58 1613.79 656703 3298,41 1.85 -0.310 0.000 0.102 60.00 -2082 003 0.00. -287.25 000 : 23725 ''3197.74 1598,87 5416.93 3213.23 : 2.18 -0.337 0000.- 0.096 6500 -19,83 4.88 0.00 -262.12 0.00 262.12 3167,10 1583.55 624727 3128.28 2.55 -0.363 0.000 0.090 70.00 -18.86 -4.73 0.00 -237.72 0.00 l:f:'.237.72 313565 1567.83 6078.15 3043.59 2.95 -0.388 0.000 0.084 75.00 -1790 4.58 000 -214.06 0.00 214.06 3103.40 1551.70 5909.65 295922 3.36 -0.412 0.000 0.078 78.00 -1732 448 000 -200.31. 000 200.31 3083.66 .1541.83 5800 87 290815 3.63 -0.425 0000 0.074 8000 -1694 443 0.00 -191.35 000 191.35 307034 1535.17 5741.84 2875.19 3.81 0.434 0.000 0.072 8500 -1602 4.28 0.00 -16922 .:. 0.00 18922 303648 1518.24 5574.81 2791,55 427 -0.456 0.000 0.066 9000 -15.10 4.13 0.00 -147.84 0.00 147.84 3001,81 1500.90 5408.64 2708.34 4.76 -0475 0000 0.060 94.75 -14,25 399 0.00 -12823 0.00'. 128.23 s` 2968,12 1484.06 5251.65 2629,73 5.24 -0,492 0.000 0.054.. 9500 -14.16 -3.98 0.00 -127.23 000 127.23 2966,33 148318 5243.41 2625.60 527 -0.493 0,000 0,053 10000 -12.533 3.82 0.00 107.34 0.00 107.34 2930.05 1485.02 5079.21 2543..38 580 -0.510 0000 0046: 100.25 -12,45 -3.81 0.00 -106.38 000 106.38 2956.60 1478.30 5198.92 2603.32 5.82 0.510 0.000 0.045 105.00 -11,61 -3.67 0.00 -86.26 0.00 88.26 2921,94 1460.97 6043.18 2525,34 634 -0,524 0.000 0039 110.00 -10,74 -3.52 0.00 -6990 000 59.90 2884,68 1442.34 4880.34 2443.80 6.89 -0.536 0.000 0.032 115.00 -9.89 337 0.00 -52.29 000 5229 2846.61) 1423.30 4718.72 2362,87 746 -0.545 0.000 0,026 12000 -905 -323 0.00 -3541 0.00 35.41 2807.13 1403.88 4558.39 2282.58 804 -0.553 0000 0.019 12200 3,76 -1.46 000 -28.96 000 28.96 279t,95 1395.98 4494.63 225066 8.27 -0.555 0.000 0,015 125.00 -532 -137 0.00 -2458 0.00 24.58 2768.05 1384.02 439943 2202,98 8.62 -0.558 0.000 0.013 13000 -4.62 -1.23 0.00 -17.71 0.00 1771 2727.56 136378 4241.93 2124,12 920 -0.562 0.000 0010 135.00 -3.93 -1.09 0.00 -11.56 000 1156 2686.28 1343.13 4085.97 2046.02 979 -0.565 0.000 0.007 138.00 -3,52 -1.01 0.00 -829 0.00 829 2661.10 133055 3993.18 1999.55 10.15 -0568 0.000 0.005 140.00 -3.05 0.95 0.00 -6.28 0.00 628 2644,16 132208 3931.63 1968.74 10.39 -0,567 0.000 0.004 142.75 -241 -0.87 0.00 -3.67 000 3.67 1886,84 943.42 282027 1412.23 10.71 -0.568 0,000 0.004 14500 -2.18 -081 0.00 -112 0.00 1.72 1875,48 93774 2774.47 1389.30 1098 -0568 0.000 0.002 147.00 -0.19 -0.05 0.00 -0.11 0,00 0,11 1865.24 932.62 2733.85 136896 1122 -0.568 0.000 0.000 149.00 000 -005 000 000 000 0.00 1854.88 92744 2693.32 1348.66 1148 0.568 0,000 000 Copyright©2017 by rower Engineering Solutions,LW.All rights reserved Structure: MA13219-A-SBA Code: ElA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 0110 Height: 149.00 (ft) Crest Height: 0.00 E S Base Elev: 0.000(ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 23 T"a0"^"ngS'"'"' Reactions Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-klps) (ft-kips) 1.2D+1.6W 100 mph Wnd 29.3 0.00 4371 0.00 0.00 2862.72 0.9D+ 1.6W 100 mph Wnd 29.2 0.00 3278 0.00 0.00 284444 1.2D+1.0Di+10W 90 mph Wind 5.4 0.00 71.78 . 000 0.00> 521.33 1.0D+1.0W 60 mph Wnd 6.6 0.00 36.45 0.00 0.00 641.52 Max Stresses Pu Vu Tu Mu Mu Resultant phi phi phi phi FY(-) FX(6) MY(-) MZ MX Moment Pn VII Tn Mn Elev Stress Load Case (klps) (kips) (ft-kips) (ft-kips) (ft-klps) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (ft) Ratio 120+1.6W 100 mph Wnd -43.71 -29.25 0.00 -2862.7 0.00 -2862.7 4396.19 2198.0 10487.0 5251.34 0.00 0.555 0.9D+1.6W 100 mph Wind -32.78 -29.24 0.00 -2844.4 0.00 -2844.4 4396.19 2198.0 10487.0 5251.34 0.00 0.549 12D+1001+1.0W 40 mph Wnd -71.78 -5.36 0.00 -521.33 0.00 -521.33 4396.19 21980 10487.0 5251.34 0.00 0.116 1 OD+1.0W 60mph Wnd -3645 -6.58 0.00 -641.52 0.00 -641.52 4396.19 2198.0 10487.0 5251.34 0.00 0.130 Copyright©2017 by Tower Engineering Solutions.LLC.All rights reserved. Structure: MA13219-A-S Code: EIA/TIA-222-G 1/26/2017 Site Name: Northampton 2 Exposure: C 'fit I4 Height: 149.00(ft) Crest Height: 0.00 I ES Base Elev: 0.000(ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 24 T°""L'n"""'°`S'l"'""` Reactions I Base Plate I Anchor Bolts Original Design Yield(ksi): 60.00 Bolt Circle: 65.00 Moment(kip-ft): 3653.33 Width(in): 63.0D Number Bolts: 16.00 Axial(kip): 60.23 Style: Square Bolt Type: 225" 16J Shear(kip). 2925 Polygon Sides: 0.00 Bolt Diameter(in): 2.25 +-,.aS' Analysis Clip Length(in): 0.00 Yield(ksi): 75.00 Moment(kip-rt): 2662.72 Effective Len(in): 8.41 Ultimate(ksi): 100.00 Axial(kip): 71.78 Moment(kip-in): 454.23 Arrangement: Clustered Shear(kip): 29.25 Allow Stress(ksi): 81.00 Cluster Dist(in): 6.00 Applied Stress(ksi): 0.00 Start Angle(deg): 45.00 Moment Design T. 78.36 Stress Ratio: 0.53 Compression Force(kip): 136.61 Allowable(kip): 260.00 Ratio: 0.54 Tension Forte(kip): 127.64 Allowable(kip): 260.00 Ratio: 0.50 Copyright©2017 by Tower Engineering Solutions,LLC.All aphis reserved III10' IESda Customer Name: EINTIA Standard: Site Name. "y structure Height(Ft) v`'. Site Nmber: '+ Engineer Name: 'I o,trF pp g.Gd niom ' Engr.Number: 5.Engineer Login ID: lap.77117777, 17 Foundation Info Obtained from: Side ..7141t:. structure Type K Analysis or Design? V100 I T W 0.00 Base Reactions(Factored!: A f Axial Load Mips). 7 43.74Shear Force(Kps) 'ril - T a 4 Uplift Force(Kips): f Moment(Kips-ft): 99.0 41 4 9 Allowable overstress Y.: 5 _ 41 p 9 Foundation Geom tries: s.5 V 41 p 9 Mods required Yes/Nob 1 4 9 0 ter of Pier(ft) Depth of8 BG(ft.): r i P H ght A.G.(ft). MuchnessfP d(ft): V L a JVICO Length of Pad(ft.) 3 wWidth ofPad(ft.) Final Length of pad(ft) 24.5 Final width of pad(ft): 245 n 00A Control Value for Cell D18. 0 Control Value for Cell F18: 0 V A Material Properties and Reabr Info: 7 0 Concrete Strength(psi) Steel Elastic Modulus: e ksi Oft SS I Vertical bReber ld Size ) Tisteelpldzes): x45 VQr(Cdlfl b ISi3 p T' /Stirrup Sep. 345 W Ory.of Vertical Rebars. Tie Spacing(in) Pad Rebar Yield(Ksi): Pad Steel Rebar Size(4): 38 if 8 Concrete Cover fnj: s 7%Unit Weight of Concrete: w V pcf Rebar at the bottom of the concrete ptl r p y OWof Rebar in Pad(q- 41' --Ory.of Rebar nPatl(w) ,6.,yd EynB �� op Rebar at the top of the concrete pad: < 24.5 L Qty.of Rebar in Pad(1): 41 ''}Oty.of Rebar n Pad(W) x,14,,4} Apply 1.35 factor for e/w Per G'. 1.35 Soil Design Parameters: Soilu it Weight(pcf) 1104toil it Buoya t Weight 3 Pcf Water Table BG.S (ft) - 996 Unit Weight f Waterpct Angle from Top of Pad fa 3$^ Ulti t Bearing Pressure ps) 3M_ FUltimate SkinFriction Psf Angle from Bottm of Pad S $}ka Consider Friction for 0 T M (YNf*No Consider Friction for bearing(1/111 P,14,01.9 Angle from Bottm of Pad 25 consider soil norforce for 0 TM: No Reduction factor on the maximum soil bearing pressure. Foundation Analysis and Design: Uplift Strength Reduction Factor: 075 Compression Strength Reduction Factor: 0.75 Total Dry Soil Volume Icu.Ft.): 1966.18 Total Dry Soil Weight(Kips): 216 28 Total Buoyant Soil Volume(Cu.Ft): 000 Total Buoyant Soil Weight(Kips): 000 Total Effective Soil Weight(Kips): 216.28 Weight from the Concrete Block at Top(K): 0.00 Total Dry Concrete Volume(cu.Ft.): 1373.68 Total Dry Concrete Weight(Kips): 20605 Total Buoyant Concrete Volume(Cu.Ft.): 000 Total Buoyant Concrete Weight(Kips): 0.00 Total Effective Concrete Weight(Kips): 206.05 Total Vertical Load on Base(Kips)'. 46604 Check Soil Capacities: Calculated Maxium Net Soil Pressure under the base(psf): 2330 < Allowable Factored Soil Bearing(psf): 15000 0.16 OK! Allowable Foundation Ovenu ruing Resistance(kips-ft)'. 51917 > Design Factored Momont(kips-ft): 3053 0.59 OKI Factor of Safety Against Overturning(0.R.Moment/Design Moment): 170 OKI • TES Engr.Number. 29946 Page 2/2 Date: 1/25/2017 Check the capacities of Reinforceing Concrete: Strength reduction factor(Flexure and axialtension): 0.90 Strength reduction factor(Shear): 0.75 Strength reduction factor(Axial compresion): 0.65 wind Load Factor on Concrete Design: 1.00 t.m ane (1)Concrete Pier: nee Vertical Steel Rebar Area(sq.in./each): 0.79 Te/Stirrup Area(sq.in/each): 0.20 Calculated Moment Capacity(Mn,Kips.Ft): 5088.7 > Design Factored Moment(Mu,Kips-FI 2994.6 0.59 OKI Calculated Shear Capacity(Kips): 660.1 > Design Factored Shear(Kips): 29.3 0.04 OK! Calculated Tension Capacity lTn,Kips): 1621.1 > Design Factored Tension(Tu Kips): 0.0 0.00 OKI Calculated Compression Capacity(Pn,Kips): 9744.8 > Design Factored Axial Load(Pu Kips): 43.7 0.00 OKI Moment&Axial Strength Combination(Pu/Pn•Mu/Mn): 0.59 OK! Check Tie Spacing(Design/Required): 1 OKI Pier Reinforcement Ratio: 0.005 Reinforcement Ratio is satisfied per ACI (2).Concrete Pad: One-Way Design Shear Capacity(I.-Direction,Kips): 570.0 > One-Way Factored Shear(L-D.Kips): 207.4 0.36 016 One-Way Design Shear Capacity(W-Direction,Kips): 570.0 > One-Way Factored Shear(W-O.,Kips) 207.4 0.36 QKi; One-Way Design Shear Capacity(Corner-Corner.Kips): 643.3 > One-Way Factored Shear(C-C,Kips): 304.8 0.47 `QKC Lower Steel Pad Reinforcement Ratio(L-Direct.I 0.0068 OK! Lower Steel Pad Reinf Ratio(w-Direc 0.0068 Lower Steel Pad Moment Capacity(L-Direction.Kips-ft): 3543.7 > Moment at Bottom(L-Direct.Kit): 730.7 0.21 ;OKI Lower Steel Pad Moment Capacity(W-Direction.Kips-ft): 3543.7 > Moment at Bottom(W-Direct.K-Gt): 730.7 0.21 'Oki Lower Steel Pad Moment Capacity(Corner-Corner,K-ft): 4930.3 > Moment at Bottom(C-C Dir.K-Ft): 1033.3 0.21 OKI Upper Steel Pad Reinforcement Ratio(L-Direct.): 0.0068 OKI Upper Steel Reinf.Ratio(V/-Direct): 0.0068 Upper Steel Pad Moment Capacity IL-Direction.Kips-ft): 3543.7 > Moment at the top (L-Dir Kips-Ft): 99.8 0.03 OKI Upper Steel Pad Moment Capacity(IN-Direction.Kips-ft): 3543.7 > Moment at the top (W-Dir Kips-Ft): 99.8 0.03 OK! Upper Steel Pad Moment Capacity(Corner-Corner.K-ft): 4930.3 > Moment at the top (C-C Direc.K-Ft): 354.8 0.07 OKI GENERAL NOTES 1. THIS PLAN SET DETAILS AN ALTERATION TO AN EXISTING PINE GROVE MAverizon" VERIZON TELECOMMUNICATIONS FACILITY. NO CHANGES 99 EAST RIVER DRIVE ARE PROPOSEDOR TO EXPAND G AREA, SHELTER VERIZON LOCATION ID: 9TH FLOOR AREA, OR HEIGHT OF EXISTING TOWER. Qo EAST HARTFORD, CT 06108 2. VERIFY COAX CONFIGURATION, ANTENNA CONFIGURATION. 1 30421 AND ANTENNA HEIGHT WITH LATEST RF DATA SHEET L -- PRIOR TO INSTALLATION. PREPARED BY 3. THE CONTRACTOR SHALL SCHEDULE AND SEQUENCE ALL SITE ADDRESS: REQUIRED WORK WITH THE OWNERS REPRESENTATIVE AND CONSTRUCTION MANAGER. 254 OLD WILSON ROAD NORTHAMPTON> ProTerra MA 01062 4. REPAIR ANY DAMAGE DURING CONSTRUCTION TO MATCH > DESIGN GROUP, LLC EXISTING PRE—CONSTRUCTION CONDITIONS TO THE PROJECT: e , 'd A SATISFACTION OF THE CONSTRUCTION MANAGER. .al. MA QIu]5 m(,p)„,_4„n 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE EMBEDDED BASE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL tH OF'S BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS. CPN SS METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES "IC ;o, THE WORK. 1 - O� SSE M. yG 6. ANTENNAS & EQUIPMENT TO BE INSTALLED PER 3 Z •RENO NN/ MANUFACTURER'S RECOMMENDATIONS & GLOBAL 1 s , 'cm. I STRUCTURAL ANALYSIS OF TOWER (BY OTHERS). DRIVE 7 Z. REPLACE AND/OR REUSE (E) MOUNTING HARDWARE. AUTUMN A INSPECT FOR DAMAGE, AND REPLACE AS NECESSARY TO - FOnI_ E. THE SATISFACTION OF THE CONSTRUCTION MANAGER AND /1.1-4 ENGINEER. 7711 B. EQUIPMENT LOCATIONS AND CONDITIONS TO BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. , I ' I�I�\X ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES ` OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE .A¢ �" SAME. `n^'IMI�117° .. OAPQ O 9. NORTH SHOWN IS APPROXIMATE NOT ALL (E) OR (P) XLOP I-M�yIrT- IMPROVEMENTS ARE SHOWN FOR CLARITY. SOS , �A>O L. d _ 10. MATCH EXISTING ANTENNA TIP ELEVATIONS AS ZONING 0 OR FM APPROVALS DICTATE. p OVA • re CHECKED BY: JMM/TEJ 11. PROJECT OWNER IS RESPONSIBLE FOR PROVIDING A STRUCTURAL ANALYSIS TO DETERMINE CAPACITY AND U - LI --- SUITABILITY OF THE EXISTING ANTENNA MOUNT AND/OR W APPROVED BY: JMM/TEJ TOWER STRUCTURE TO SAFELY CARRY ALL ADDITIONAL „ Cr PROJECT LOADS IMPOSED BY THE PROPOSED EQUIPMENT ASSITE SUBMITTALS SHOWN HEREIN. GENERAL CONTRACTOR SHALL BE -f 5 RESPONSIBLE FOR INCORPORATING ANY REQUIRED A MM. Mrt o CF1PnCe4 or STRUCTURAL MODIFICATIONS INTO THEIR SCOPE OF WORK. G PROJECT INFORMATION SCOPE OF WORK: ALTERATION OF UNMANNED TELECOMMUNICATIONS FACILITY VERIZON EQUIPMENT — o 0.3/00/D me wMIRUG l uta JURISDICTION: CITY OF NORTHAMPTON • sore NAME: CURRENT USE: TELECOMMUNICATIONS FACILITY . PINE GROVE MA • PROPOSED USE: TELECOMMUNICATIONS FACILITY LOCATION CODE. TOWER OWNER: SBA INFRASTRUCTURE. LLC • ' 138421 SBA SITE ID: MA13219—A SITE SBA SITE NAME'. NORTHAMPTON 2 254 OLDWILSON ROAD NORTHAMPTON. MA 01062 DRAWING INDEX SHEET SHEET TITLE DESCRIPTION REV. NO. T-1 TITLE SHEET 0 • TITLE SHEET A-1 COMPOUND PLAN & ELEVATION 0 IMAGE SOURCE: GOOGLE EARTH 2016 N A-2 ANTENNA PLAN & SHELTER PLAN 0 KEY PLAN a APPROXIMATE LAT: N 47 17' 43.70" 5 (FROM VERIZON REDS) SHEET NUMI9FR A-3 DETAILS SCALE: N.T.S. ® COORDINATES: LONG: N 72' 4O 0260' ± (FROM VERIZON REDS) A-4 ANTENNA SECTOR CONFIGURATIONS 0 . T-1 A-5 RET SYSTEM WIRING SCHEMATIC 0 --- NOW verizorl� PROJECT OWNER IS RESPONSIBLE FOR PROVIDING A STRUCTURAL ANALYSIS TO DETERMINE CAPACITY AND SUITABILITY OF THE EXISTING ANTENNA 99 EASTFLOO DRIVE FLOOR AND/OR TOWER STRUCTURE TO SAFELY 9ThOOR CARRY ALL ADDITIONAL LOADS IMPOSED BY THE EAST HARTFORD. CI 06106 PROPOSED EQUIPMENT AS SHOWN HEREIN. TOP EXISTING MONOPOLE GENERAL CONTRACTOR SHALL BE RESPONSIBLE f�1 ___ __-_ ___ FOR INCORPORATING ANY REQUIRED STRUCTURAL ELEV.= 149't (AGL) MODIFICATIONS INTO THEIR SCOPE OF WORK. I_ PREPARED BY \ PE EXISTING ANTENNAS (OTHERS) ELEV.= 149't (AGL) 0 ProTerra DESIGN GROUP, LLC 4 Boy Road.Bio A Hamer.MA 01035Pn.4413P20-49e EXISTING 6' TALL C CHAIN LINK FENCE WITH BARBED WIRES _ItQ EXISTING & PROPOSED VERIZON PANEL ANTENNAS - ELEV.= 120't AGL 0 ��p�tNSFIZO4,51N �—EXISTING P ( ) EXISTING T-MOBILE • COMM CABINET -� SSE M. y(� EQUIPMENT ON PROPOSED VERIZON WIRFl PCC® •RENO 7• • CONC. PAD , EXISTING MESA EQUIPMENT MODIFICATIONS OCIVIL •• . EXISTING T-MOBILE (SEE DEWL 1/A-2) A 4 eta.. \ ICE BRIDGE • 1 r E%ISTING q • .' TRANSFORMER ' ON' FO: NGI T 0 d. EXISTING— M L METER • • I CENTER • o EXISTING CSC • EXISTING T-MOBILE I PROPOSED (1) VERIZON WIRF1 PCC HYDROGEN CELL EQUIPMENT EXISTING 9 6X12 (180 LF ±) HYBRID CABLE ON CONC. PAD :fit; HANDHOLE c ROUTED WNTI EXISTING (18) it COAX • EXISTING AND STING (1) 6X12 HYBRID CABLE 111=- - COSTING INSIDE OF TOWER SHAFT BOLLARD, TOP. EXISTING VERIZON EXISTING CHECKED BY: JMM/TEJ ICE BRIDGE MONOPOLE • -re APPROVED BY: JMM/TEJ EXISTING BRIDGEVERIZON GPS SUBMITTALS ON ICE POST ............_... • PROPOSED (1) VERIZONdm A EXISTING 12' NG �. ow or WIRFl FCC 6%12 (180 m DOUBLE GATE MONOEXISTIPOLE • • LF ±) HYBRID CABLE ' ROUTED WITH EXISTING (18) D COAX AND • EXISTING (1) 6X12 EXISTING VERIZON HYBRID CABLE UP EQUIPMENT SHELTER INSIDE OF TOWER • SHAFT ' a 0.3406417 400lwsmurnw AB SITE NAME. • • PINE GROVE MA 138421 E 359 OLD WLSON ROAD NORTHAMPTON. MA 01062 x© COMPOUND PLAN 7-1\ tC 5 0 10 EXISTING GRADE , sxEE.031E 22x34 SCALE: 1"=5' nsn SCALE: 1"=10' IThA-� •-•-•---- 0't (AGL)NOTE: GROUND EQUIPMENT ELEV.-G- NOT SHOWN FOR CLARITY COMPOUND PLAN ELEVATION / 20 10 0 20 & ELEVATION 11x17 SCALE: 1"=20' A-1/ — 2204 SCALE: I"=10' SHEET NUMBER A-1 SE2000RJ00 AWS ALPHA 20't 850 - verizon✓ 850 PCS , . FIF RACK WITH �. / 700/AWS BBU 99 EAST 9TH FLOOR DRI VE •// ,G �,���% RACK WITH EAST HARTFORD, CT 06108 @-8 E§ EXISTING 850 PANEL _ B I 3 aS 6I%%t,, OS ,( 700/AWS RAYCAP, ANTENNA TO REMAINg3 _ EXISTING COAX CABLE ENTRY J00/AWS FTP TRAY, AC LOAD / (TYP, OE 2 PERPgNEL INSTALL NEW ENIFiY PCS/850 RAYCAP, T CENTERSECTOR, TOTAL OF 6)850y • 850 PORT FOR NEW HYBRID CABLE AND PCS/850 FTP TRAY aeEaED 8•SECTOR GAMMA "/ya4� EXISTING PCS PANEL ANTENNA �A :B B♦ —7 _ /__/Ili °'/a ' , TD BE REMOVED ttP. OF , t / / Pr©Terra (J00 AWS) AWS �F^ 4PoPER SECTOR, TOTAL OF 3) TABLE pC5 ¢ / * / _..-- / DESIGN OflOUP LLC EXISTING SAFETY CLIMB vMu /� / aege �/ EXISTING 700 PANEL ANTENNA / o I -. / OM T(43)vo-«a ,:'( TO BE RELOCATED (ttP. OF 1ISECTOR GAMMA 700 7PER SECTOR ALPHA & BETA, / � I 1-1L--)------� -- of (850, PCS) q EXISTING CEILING -- 310' EXISTING 700 PANEL1:44.X., ' J00 TOTAL OF 2) CABLE LADDER. TYP. / --- -- --- / z / XLN OF '9 ANTENNA TO BE REPLACED ��4..? µry»nnH»/ / ALARM z / �rc,P SS4 AND RELOCATED (ttP. OF 1 Q4µ '__... _ TELCO�/ 0 / O� SSE M. PER SECTOR GAMMA) 111.x( W' µ EXISTING AWS PANEL ANTENNA �/ PCS, �MWci u/5to I TO BE REMOVED (TYP. OF , / I _--- / $ WeRENO N EXISTING 6C OVP BOXY •» AWS PER SECTOR, TOTAL OF 3) a / �_I ---/ / 0 I CAM MOUNTED TO SECTOR VA♦ (( Al D 73 FRAME ARM II SECTOR l / / / / ! /t/ �il/ / / —7/ / / / / �I illi �i� f®! • 850 850 225' HD 4.0 (PRI) I L INFINITY DC POWER PLANT NOH.' FO 4•1 © EXISTING ANTENNA PLAN I \ 9228 HD a.oe I NG VE L BATTERY RACK - �$'I I J EXISTING VENT EXISTING GROUND BAR — IIxI7 SCALE: 1"=4' A-2 94,2 ENODE-B LTE 22x34 SCALE: I"=2' 4 2 0 4 1liaffaVE•IFY WITH VZW EQUIPMENT ENGINEER LOCATION FOR NEW RAYCAP RACK-MOUNTED OW WITHIN SHELTER. 2. HYBRID CABLE DESIGN INCLUDES 30 IF CABLE INSIDE SHELTER. ® PROPOSED PLATFORM �© SHELTER PLAN 3 s s 0 6 REINFORCEMENT KR (Sf1E PRO 7 TaFF PART / PRN-HD). (TYP. OF I KU) ` SECTOR ,1x17 SCALE: 1"=6' A-21 \ ALPHA22x34 SCALE: 1"=3' PROPOSED V-STABILIZER \ 20. BEHIND 700/PCS NEW PCS RRH MOUNTED CHECKED BY:BJMM/TEJ REINFORCEMENT KIT (COMMSCOPE BEHIND PANEL ANTENNA P/N VSR-MS-B) ABOVE COSTING MP. OF 1 PER SECTOR, TOTAL OF 3) APPROVED BY: JMM/TEJ a SECTOR MOUNT 700/AWS 00/PCS 850 858. , , • d�SUBMIALS M �� %/ � COSTING AWS RRH TO BE RELOCATED v _r BEHIND 850 PANEL ANTENNA OF EXISTING 850 PANEL � \ _/ z' N. 1 PER SECTOR, TOTAL OF 3) NOTES: ANTENNA TO REMAIN „� _ 4! (TYP. OF 2 PER •`\ ^ \ y�1r/3 µ� 1. EXISTING LAYOUT INCLUDES FIVE PANEL ANTENNAS PER SECTOR. SECTOR, TOTAL OF 6) \�i µaa 4,/ . 850 °e / : / µ THE PROPOSED LAYOUT AS SHOWN IS FOR FOUR PANEL ANTENNAS EXISTING SAFETY CLIMB `a`4\I `` .'»w)40/ 850 PROPOSED NEW 700 RRH MOUNTED PER SECTOR. THE EXTRA PIPE MOUNT PER SECTOR SHALL BE �/ EXISTING X "(/�, BEHIND 700/AWS PANEL ANTENNA REMOVED FROM THE PLATFORM. .,n QMONOPOLE ne(7/4 (TW. 2. THE EXISTING DIPLEXER MOUNTED BEHIND EACH EXISTING 700 o m/m/n me ommsaw } �' »mi`/' OF 1 PER SECTOR, TOTAL OF 3) AT SECTOR GAMMA •yam N`Zx ,{l� ire, ANTENNA PIPEIS TO BE REMOVED. (700/AWS, 700/PCS ' ` »»Na� �,,,11 r,4 , - EXISRNG 700 ANTENNA TO BE 3, ANTENNA MOUNTS ARE TO BE EVENLY SPACED ON EACH SITE NAME. 700/PCS) µo` . —� µ%»n�/%�/� 700 AWS RELOCATED (IYP. OF 1 PER SECTOR SECTOR. RELOCATE THE PIPE MOUNTS FOR THE 33/ EXISTING 6C OVP BOX "d N`pel�,lut�,� yVµl/ / ALPHA & BETA, TOTAL OF 2) EXISTING/PROPOSED 700/AWS AND 700/PCS ANTENNAS AS SHOWN. PINLE cGROVE ATION EMA MOUNTED TO SECTOR ``�Anm d f µµ» PROPOSED NEW PCS RRH MAINTAIN MIN. 2' SEPARATION (EDGE TO EDGE) BETWEEN ANTENNAS. FRAME ARM L . 111 MOUNTED BEHINDWS RRH 4. PROJECT OWNER IS RESPONSIBLE FOR PROVIDING A STRUCTURAL ,»"Oa k1 NT . ANALYSIS TO DETERMINE CAPACITY AND SUITABILITY OF THE EXISTING 138421 SECTOR GAMMA 700/AWS , ~` 9`N p ya 6� EP SECTOR PANEL ANTENNA (TYP. OF I ANTENNA MOUNT AND/OR TOWER STRUCTURE TO SAFELY CARRY ALL N Ir" ,, BETA PER SECTOR, TOTAL OF 3) (850) },0' LE »µµMMA 700 \ ADDITIONAL LOADS IMPOSED BY THE PROPOSED EQUIPMENT AS SITE ADDRESS. EXISTING 700 ANTENNA TO !I 4µµW'• /PCS 225' SHOWN HEREIN. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NORTHAMPTON.254 OLSOHA ROAD 01062 BE REPLACED (TYP. OF 1, mal / INCORPORATING ANY REQUIRED STRUCTURAL MODIFICATIONS INTO SECTOR GAMMA ONLY) \IkIL THEIR SCOPE OF WORK. PROPOSED NEW 6C OW BOX PROPOSED NEW BACK-TO-BACK •N % MOUNTED TO SECTOR FRAME ARM SHEE`T'•'E PIPE MOUNT KIT (SITE PRO 1 • ON PROPOSED 2} SCH/O ($• PART / BBPM-U) TO REPLACE 850 0.D., 0.203" WALL), 4' LONG DOSING MOUNT 850ANTENNA PLAN ti, PROPOSED ANTENNA PLAN /2 & SHELTER PLAN 11x14 SCALE: 1"=4' A-22 22x34 SCALE'. 1"=2' SHEET NUMSER 4 2 0 4 A_2 PROPOSED 2-7/8" TO 2-7/8. 0.D. ' 7-3 CROSSOVERPROPOSEDPROPOSED PPE (SITEPROMOUNTING PART / verizon' ,A, SCX23-K), (TYP. OF 1 PER SECTOR ALPHA & BETA. AND 2 PER SECTOR GAMMA, TOTAL OF 4) 99 EAST RIVER DRIVE PROPOSED RRHa TO BE INSTALLED 9TH FLOOR BEHIND ANTENNA MOUNTING PIPES, TYP. PROPOSED 2-1/2" SCH40 NOMINAL jak EAST HARTFORD Cr 06108 (SHOWN FOR REFERENCE. INSTALL PER (2-7/8" 0.D. X 0.203 WALL) PIPE MANUFACTURER'S SPECIFICATIONS) FOR TOP RALl (13.5' LONG, V.I.F.). 7 aPROPOSED V-STABIUZER REINFORCEMENT YP. OF 1 PER SECTOR TOTALOF 3) KR (COMMSCOPE P/N VSR-MS-B) ABOVE PREPARED er. ® EXISTING SECTOR MOUNT PROPOSED 2" SCH80 NOMINAL (2-3/8" 0.D. X 0.218- WALL) MOUNTING PIPE ProTerra (8'-0- LONG), (TIP. OF 1 PER SECTOR ALPHA & BETA. AND 2 PER SECTOR DESIGN GROUP, LLD ti . GAMMA. TOTAL. OF 4) 200 °9 n?-+'moi Halle,iln moos ph(4131320-491a ,—AI it CONNECT TO OUTER STANDOFF 2� 2SSE M. 9CSN N SEGMENT WITH PVERIFY 3-g-t , W•RENO HARDWARE. TP., FIELD VERIFY I� CIVI BOLT LENGTHS REQUIREDEXISTNG I (V.I.F.) �' 12" PLATFORM •^^ ® MAX FRAME u� �) i �( it 1i PROPOSED RAD CE .o, � ■ 1 MA%. ,i'. 41� PLATFORM RAIL FL1J ). _Ery. �, '._ '.'.� a -- 1 -_ � 30 MIN., . . . .r, — 45' MAX. I PROPOSED ANTENNA ON PROPOSED PROPOSED v STABILIZER it 4 EXISTING CABLE '1 MOUNTING PIPE (TDP. OF 1 PER REINFORCEMENT KIT ` / 3.4' MIN. PORT ttP / 1 SECTOR ALPHA & BETA, MID 2 PER (COMMSCOPE P/N VSR MS B) 4.6' MAX. . SECTOR GVAMA. TOTAL OF 4) ABOVE EXISTING SECTOR MOUNT PROPOSED 3-1/2" TO 2-7/8. O.D. CROSSOVER KIT 4......••••••40-11. 4% AT EXISTING MOUNTING RAIL (SITE PRO 1 PART 0 onar / ANDSCX45-K), (IDP. OF 1 PER SECTOR ALPHA & BETA, CONTRACTOR TO VLF AND 2 PER SECTOR GAMMA TOTAL OF 4) POLE DIAMETER. MOUNT -'3'�'�'- M�: �€ ll'� PROPOSED PLATFORM REINFORCEMENT WILL FIT 10"-500 A ` 5 CHECKED BY: JMM/rEJ KIT (SITE PRO I PART # PRK-HD), (Ti?. OF 1 Km ink APPROVED BY JMM/IEJ EXISTING MONOPOLE W SUBMITTALS FV. GTE oaeml1GI LE PROPOSED PLATFORM REINFORCEMENT & ANTENNA MOUNTING DETAIL 4 2 0 4 PROPOSED V-STABILIZER PROPOSED 2" SCH80 NOMINAL (2-3/8" REINFORCEMENT KIT (COMMSCOPE O.D. X 0.218" WALL) MOUNTING PIPE 11%I7 SCALE: 1"=4' —� P/N VSR-MS-B) ABOVE EXISTING (8'-0" LONG), (ttP- DF 1 PER SECTOR 22x34 SCALE'. 1"=2' �.\ SECTOR MOUNT S -I ?.S ALPHA & BETA, AND 2 PER SECTOR I GAMMA, TOTAL OF 4) CONTRACTOR TO V.I.F. ALL EXISTING o m/oe/r F 1 XIlw se ��1 `` PIPES AND PROVIDE CROSSOVER \I \ .� CLAMPS AS -3/8" D i:11:0 r EXISTING MONOPOLE PROPOSED 2-3/8" TO 2-7/8" O.D. PINE GROVE MA CROSSOVER KIT AT PROPOSED TOP RAIL A 1 (SITE PRo 1 PART q scxz—K v_LF), MUTE t II��P���I (TDP. OF 3 PER SECTOR, TOTAL OF 9) LOCATION CODE EXISTING SECTOR FRAME V-STABILIZER I� G(`i�l� STRICTLY FOLLOW MANUFACTURER'S II T_ i STANDOFF ARMS, NP. .,�Il pill PROPOSED 2-7/8" TO 2-7/8" O.D. CROSSOVERSITE - ADDRESS INSTRUCTIONS AND SPECIFICATIONS II 1_ SPECIFICATIONS 1 1 KIT AT EXISTING MOUNTING RAIL AND PROPOSED 254 OLD WILSON ROAD FOR INSTALLATION /���I.��� _ '_-' I PIPE (SITE PRO 1 PART N SCX23-K), (ttP. OF NORTHAMPTON. MA 01062 IIIPI -y y, --y MANUF.. COMMSCOPE idyl 1 PER SECTOR, TOTAL OF 3) MODEL # VSR-MS-B .iY \ / PROPOSED 2-1/2" SCH40 NOMINAL J WEIGHT 4211f LBS. v (2-7/8' O.D. % 0.203 WALL) PIPE FOR SHEET TIRE ' �07,A 1 PROPOSED BRACING REINFORCEMENT -- - - TOP RAIL 13'-6' LONG, V I F. ttP. - -, KIT (SITE PRO 1 PART (f PRN-HD), EXISTING ( OF I PER(SECTOR (3 TOTAL) ) H (ttP. OF 1 KIT) I MONOPOLE DETAILS II EXISTING SECTOR FRAME (SHOWN I I IJ FOR REPRESENTATION ONLY) PLATFORM REINFORCEMENT KIT DETAIL (2\ V-STABILIZER REINFORCEMENT KIT DETAIL (3 \ $XFeiNUMeFP SCALE: N.T.S. A-3 SCALP. N.T.S. A-3J A-3 ---- BIL DF MATERIALS verizonb' __ VERIZON LOCATION ID'.138421 SITE AME PINE GROVE MA LENGTH 99 EAST RIVER DRIVE in w CD O J O DESCRIPTION QUANTITY EACH) OMMENTS 9TH FLOOR z EAST HARTFORD, CT 06108 j C I I 22R 1 K ZCe Y UPPER OVP 1 - OCATE ON PIPE MOUNT ATTACHED TO SECTOR FRAME ARM WM Q -Mm G1�6 •=5...61 LTi X LOWER OVP 1 - OCATE IN RACK INSIDE SHELTER-VERIFY WITH V ZW EQUIPMENT co a r Ln to m k�H 2sec 0� �� NGINfffl PREPARED ARE° R.: a m im n m C 6X11 HYBRID CABLE 1 180 LF OWE FROM LOWER OVP LOCATION IN SHELTER TO UPPER OVP 6 MI HYBRID CABLE 3 15 LF OUTE FROM UPPER OVP p1 TO NEW 200 RRHs(TYPICAL OF-1 PER Pr©Terra ECTOR,TOTAL OF 3) 4 DESIGN GROUP, LLC -- MI HYBRID CABLE 2 15 LF CUTE FROM UPPER OVP#1 TO NEW AWS RRHs(TYPICAL OF 1 PER 6iM A EXISTING (ALPHA) EXISTING EXISTING NEW _ ___ _ ECTOR ALPHA AND GAMMA,TOTAL OF 2) xmOA M"O1035 FI 413p10-"i° UPPER UPPER UPPER (VIEWED FROM BEHIND) OVP N1 OVP Ml OVP /2 IKI HYBRID CABLE 1 2OLF DIRE FROM UPPER OVP 111 TO NEW AWS RRHs(TYPICAL Of 1 PER EaTE BETA _ `jH OF,yq PROPOSED (ALPHA) 1X1 HYBRID CABLE 3 15 LF DIRE FROM UPPER OVP IQ TO NEW PCS RRHs.(TYPICALOF 1 PER • 4lp ss VC (VIEWED FROM BEHIND) ECTOR,TOTAL OF 3) 0P SSE M. yG ANTENNA SECTOR CONFIGURATIONS (ALPHA) I F •RENO `P 1 SCALE: NONE Tar 2W RRH 3 - RRH 4X30-813)MOUNTED BEHIND AWS/2W ANTENNA O OWBL44.1 SEE FINAL RFDS) PCS RRH 3 - RRH 4X30-825)MOUNTED BEHIND PCS/700 ANTENNA , O T SEE FINAL RFDS) :1)1f�,' AWS RRH 0 - ALU RRH 2)(60-AWS)RELOCATE EXISTING(MOUNT BEHIND 850 $P(/1M! FNGX O^ NIENNA-SEE FINAL REDS) ((i1 f Ail RET CABLE 3 3M ROM 700RRH TOAWS/200 ANTENNA SC MAT•OF(Y RET CABLE 3 3M ROM PCS RRH TO PCS/700 ANTENNA — VI in a O yy Oz z Ye a p l C Z < K IX S `-' 1/2"TOP COAX JUMPERS 6 BLE 2WRRH TO AWS/7C ANTENNA(2 PER SECTOR) 0 P- p CO o 3 i- up Xtt �m z y V 1/2"TOP COAX JUMPERS 6 12 LF 200RRH TO PCS/200 ANTENNA(2 PER SECTOR) W - zo Op zco d' 0. LU ^ n m wQ v NO On�J pN O v 1/2"TOP COAX JUMPERS 12 12 LF AWS RRH TO AWS/ILO ANTENNA(4 PER SECTOR) co cc to Lr 1Y co W CD CO 0 to m 1/2"TOP COAX JUMPERS 12 8 LF PCS RRH TO PCS/'MI ANTENNA(4 PER SECTOR) 6 ANTENNA PORT CAPS 0 - ALL PORTS TO BE USED 8 AVYS/703 ANTENNA 1 - (SBNHH1D6SC)TO REPLACE EXISTING-GAMMA SECTOR ONLY, CHECKED BY: JMM/TEJ PIPE MOUNTED(SEE FINAL RFDS) EXISTING(BETA) EXISTING EXISTING NEW PCS/200 ANTENNA 3 - (SBNHH-10-650)PIPE MOUNTED(SEE FINAL RFDS) APPROVED BY: JMM/TEJ (VIEWED FROM BEHIND) UPPER UPPER UPPER NOTE:BILL OF MATERIALS(BOM)DOES NOT INCLUDE MATERIALS/PARTS REQUIRED FOR MECHANICAL/STRUCTURAL OVP #1 OVP #1 OVP /2 IMPROVEMENTS.CONTRACTOR SHALL VERIFY ALL REQUIRED MATERIALS/PARTS IN ACCORDANCE WITH FINAL SU HM ITTALS PROPOSED(BETA) CONSTRUCTION DRAWINGS,MOUNT ANALYSIS(BY OTHERS), TOWER ANALYSIS(BY OTHERS)PRIOR TO CV[ DESCF6034 N (VIEWED FROM BEHIND) CONSTRUCTION. ANTENNA SECTOR CONFIGURATIONS (BETA) SCALE: NONE BOM NOTES' 1. ITEMS SHOWN ARE FOR MAJOR DESIGN ELEMENTS ONLY. REFER TO VERIZON WIRELESS B.O.M. FOR ALL MANUFACTURER PART NUMBERS AND ACCESSORY ITEMS REQUIRED FOR A COMPLETE INSTALLATION. 2. CONTRACTOR SHALL REFER TO THE LATEST VERIZON WIRELESS RF DATA SHEET WHICH MAY INCLUDE ANTENNA SECTOR AZIMUTH/ANTENNA 0 4Vo/11 me=BRAWN as CHANGES, ETC. THAT ARE REQUIRED AS PART OF THE PROJECT. 3 3. DESIGN SHOWN HEREIN IS BASED ON REDS PROVIDED BY VERIZON sxExAME 0 WIRELESS DATED 08/25/2016. w PINE GROVE MA in vi arc` _< - • W+ - BILL OF MATERIALS 4 \1 `°`""°"`°°` m a -Q> 3 m %r Lu an v §gn gN m 26�rc RV) tccv $CALF: NONE -4J 138421 ¢ ¢ of - oa.CI 8 to m 254 SITE ADDRESS ROAD NORTHAMPTON, MA 01062 (9 zC 18 SHEET TILE 8 GENERAL NOTES: EXISTING (GAMMA) EXITING EXISTING NEW 1. INSTALL ALL EQUIPMENT, MOUNTING BRACKETS, AND HARDWARE IN ACCORDANCE ANTENNA SECTOR (VIEWED FROM BEHIND) UPPER UPPER UPPER WITH MANUFACTURER'S RECOMMENDATIONS. CONFIGURATIONS OVP /)1 OVP #1 OVP /2 1 GROUND DISTRIBUTION BOXES, MOUNTING PIPES. AND RRHs IN ACCORDANCE WITH PROPOSED(GAMMA) THE NEC ARTICLE 250 AND THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 514553 NUMBER 3. INSTALLED EQUIPMENT AND MOUNTING BRACKETS SHALL NOT INTERFERE WITH INSTALLED SAFETYDEVICES. ANTENNA SECTOR CONFIGURATIONS (GAMMA) (VIEWED •FROM BEHIND) CLIMBING ACCESS NOR ANY IN 4- EQUIPMENT TO BE INSTALLED AT VERIZON WIRELESS' RAD CENTER IN ACCORDANCE A-4 SCALE-. NONE WITH TOWER ANALYSIS/ROOFTOP STRUCTURAL ANALYSIS (ANALYSIS BY OTHERS). (NOTE.. ALL ANTENNAS VIEWED FROM BEHIND) verizonV ALPHA SECTOR ANTENNAS BETA SECTOR ANTENNAS GAMMA SECTOR ANTENNAS 99 EAST RIVER DRIVE 9TH FLOOR I-- EAST HARTFORD, CT 06108 z r. a - .� .� .+ PREPARED Err 11 3 iidw w 8 z 0 ILl z p � o o � 0 5 E o ProTerra DESIGN GROUP, LLC o \0 \ro \d' yyyy/// A 8 O p� gS3.53 200 g m \ =ei.r uP 01035 m 141333x0-wie LAIUin o 0 W O O TcIll 5_. Z 5_ Z o Fn Fn i PUSH OF lays ES 0 BSEM. N 7 •RENO \ 0 0 0 0 �` \ 0 0 0 0 \ \ o} ---N 0 0 \ , �CNIL4 O 03300 01000 0 0 Op0O Op 00 O 0 00000 01000 0 NEW 3M AISG RET L-15,45mnikANT7341427 �PER]OO NlIENNA, II I ITOTAL OF 6) 0 0 0 0 0 0 q0 0=< xx Zx 0x< xx x% L9=< =X XP _�� gcc ir p l Fri 6y"y;� x I "� ir( x3x 033 zKN Naol o z8nn zXn wai g � nn ei m to co re m 0 cc m 0 I CHECKED BY: JMM/TEJ 1 EXISTING UPPER APPROVED BY: JMM/TEJ EXISTING 1X1 HYBRID 1 /1 OVP µ1 ll CABLE (TYP. OF 1 PER SUBMITTALS SECTOR, TOTAL OF 3) m NI DESCPP101 By NEW 1X1 HYBRID CABLE (TYP.1 ' OF 1 PER SECTOR, TOTAL OF 3) f1 NEW UPPER OVP /2 NEW 1X1 HYBRID CABLE (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING 6X1 2 HYBRID CABLE O 0 NEW 6X12 HYBRID CABLE GENERAL NOTES: o 01/08/11 FM cv6TN lv, m I. CONTRACTOR SHALL REFER TO THE LATEST VERIZON SITE NAME. WIRELESS RF DATA SHEET WHICH MAY INCLUDE PINE GROVE MA ANTENNA SECTOR AZIMUTHS/ANTENNA CHANGES. ETC. I THAT ARE REQUIRED AS PART OF THE PROJECT LOCAT'oscooE. 2. CONTRACTOR SHALL SECURE ALL CONTROL CABLES IN 138421 ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURERS INSTRUCTIONS. EXTERIOR CONTROL ADOPESS EXISTING LOWER EXISTING LOWER VERIFY ACTIVE RAYCAP CABLES MAY BE TAPED OR TIE-WRAPPED TO EXISTING 254 OLD NILSON ROAD OVP #1 TING #2 OVP /2 LOCATION IN COAXIAL CABLES EVERY 4 FT. MAX FOR HORIZONTAL NORTHAMPTON, MA 01062 ROOM WITH VLW RUNS. CONTRACTOR MAY USE HOISTING GRIPS AT TOP EQUIPMENT ENGINEER OF VERTICAL CABLE RUNS IN CERTAIN APPLICATIONS. 3. RET CABLES SHALL BE ROUTED AND SECURED ON WEFT TIM STRUCTURAL MEMBERS ONLY - DO NOT LOOP THE EXISTING CABLES IN MID-AIR BETWEEN ANTENNAS. SHELTER/ROOM 4. CABLE LENGTHS BASED ON RRH LOCATED ON BACKSIDE RET SYSTEM OF ANTENNA MAST, CONTRACTOR SHALL VERIFY ALL WIRING SCHEMATIC CABLE LENGTHS PRIOR TO CONSTRUCTION. SW RET SYSTEM WIRING SCHEMATIC A��5ER SCALE: NONE A-5