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0488 REAR HIGHLAND AVENUE - BPA-16-15 Lt� �1 s � a �Q 3 k� � The Commonwealth of Massachusetts \ ^ � Department of Public Safety V � Massachusetts State Building Code(780 CMR) � Building Permit Applicarion for any Building other than a One-or Two-Family Dwelling I ('This Section For Official Use Only) p p Building Permit Number: Date Applied: BuIlding Official: 1 I'� `�� SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 1 1 �� h ,�F 141'1\Ct'C�C7 �l t2 . �X 1�7Fi Yl q lSL�1 �( � .�P,` No.and Street City/Town Zip Code Name of Budding(if applicable) C� SECTION 2:PROPOSED WORK �� Edifion of MA State Code used_ If New Construction check here O or check all that apply in the two rows below Existing Building❑ Repai� ,Alteration� AddiHo� Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other�Specify: �y0 P n�" .S Are building plans and/or construcHon documents being supplied as pazt of this permit applicafion? Yes � No ❑ � Is an Independent Structural Engineering Peer Review required? Yes No ❑ Brief Description of Proposed Work: wa q o ' �a e - 4 a �+ n� . '2 d � � e d- \0 'E. f �� heC Ccthle5 }h r��5� no crCx �ur� Y�O (' hh �GP �4�o QfOun� S�JO (' f SECTION 3:COMPLETE THIS SECTION IF EXISTTNG BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Euisting Building InvesHgaHon and EvaluaHon is enclosed(See 780 CMR 34) � Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.R) Total Area(sq.ft.)and Total Height(fr.) SECT'ION 5:USE GROUP(Check as applicable) � A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑ � F: Facto F-1 ❑ F2❑ H: Hi Hazazd H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R3❑ R-4❑ S: Storage Sl❑ S2❑ U: UHlity❑ Special Use O and please describe below: Special Use: SECTION 6:CONSTRUCTION T'YPE(Check as applicable) IA ❑ IB 0 IIA O IIB O IIIA ❑ IIIB 0 IV � VA ❑ VB O SEC'TION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone Informafion: Sewage Disposal: Licensed Dis osal Site❑ Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A french wdi not be P Private❑ or indentify Zone: or on site system❑ required O or trench m specify: permit is enclosed❑ Railroad right-of-way: Hazazds to Air NavigaHon: MA Historic Commission Review Process: Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build endosed❑ Yes O or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edifion of Code: Use Group(s): Type of Construcdon: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: �I1 Gf�4t.F:`i3 W� �` �� ► SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner _ ` �y� L'io Ve��n ROq C_ s�-nu� 6-� . S�-. l,ov�S i`(�-0 � �310 1 Name(P t) No.and Street City/Town Zip Property Owner Contact InformaHon: C�,�ck t�2,bhoc\� - �I�-lBu-s� ycp �1C M�eC TiUe Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Sa�,r, '(Y��C�'��r,�� 49 (3�akk�e 5�- l< < �t�- ao�N�y Name SlreetAddress City/Tow State Zip to act on the ro e ownef s behalf,in all matters relative to work authorized b this buildin ermit a tication. SECTION 10:CONSTRUCTION CONTTiOL(Please fill out Appendix 2) If buildin is less than 35,000 cu.k.of endosed s ace and/or not under ConstrucHon Control then check here O and ski Section 10.1 10.1 Re 'stered Professional Res onsible for Construction Confrol Pa�l ��. c��-a4a-9aaa �coc��9 Name(Registrant) elephone No. e-mail address RegistraHon Number �Y3 Cnrio�f55 5-�- ��r �'� O d1 C��-C� �I (,� -�G�I� Street Addre City/Town State Zip Discipline Expiraflon Date 10.2 General Contractor ,� 1C�1 _ CL)`(15U�TIClO �� (�QL.YJ Company N�ya-�me 1 p4 ��lYl \ A 1C� �1\CUC,,C�/ � � O l� � � Name of Person Responsible for Consh�ucfion License No. and Type if Applicable `19 �' cQ ,�-�-�e s�- ��\� Q�z„�, mt'� Ga�r�y Street Address Ci Town State Zip _��3Bg -c�3ay Tele hone No. usiness Tele hone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSU2AIVCE AFFIDAVIT M.G.L.c.152.§ZSC 6 A W orkers'CompensaHon Insurance P,ffidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the' suance of the budding permit. Is a si ed Affidavit submitted with this a lication? Ye No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(I.abor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ � i�� Budding Permit Fee=Total Construcrion Cost x_(Insert here . 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) �, 5.Mechanical Other $ Enclose check payable to , 6.Total Cost $ 7lP,�p(`j (contactmunicipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT . By entering my name below,I hereby attest�under the pains and penalfies of pequry that all of the informafion contained in this applicaHon is true and accurate to the best of my knowledge a d understanding. � (ot1-3R8�fo3a �/ 3�, '��G��cua�-i .��' cm —_—_ ��3�s Please p ' t and sign name Title Telephone No. Date y9 �ca.�+�e s+ . cl; ,�o�,,.. VY�►� oa�t�ti Street Address Ci /Town �State Zip Municipal Inspector to fill out this secHon upon applicaHon approval: � � Name Date Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot# for locations for which a street address is not avaIIable) �$�5� �i c�,l a�c� �cc re SGt,lszrn m'�- No. and Street City /Town Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No Provider notified and Release obtained? Yes ❑ No Gas Shut Off? Yes ❑ No Provider notified and Release obtained? Yes ❑ No Electricity Shut Off? Yes ❑ No Provider notified and Release obtained? Yes ❑ No Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No Other (if applicable) �� "�� Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be requued for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mazk"x"where a licable No. Item SubmiNed Incom lete Not Re uired 1 Architectural 2 Foundation 3 Structural 4 Fire Su ression 5 Fire Alarm ma r uire re eaters 6 HVAC 7 Electrical 8 Plumbin indude local connections 9 Gas Natural,Pro ane,Medical or other 10 Surve ed Site Plan UtiliHes,Wetland,etc. � 11 S ecifications �pl g n 5 12 Structural Peer Review 13 Shvctural Tests&Ins ecHons Pro am 14 Fire Protection Narrative Re ort 15 Existin Buildin Surve /Invesri ation 16 Ener Conservarion Re ort 17 Architectural Access Review 521 CMR 18 Workers Com ensation Insurance 19 Hazardous Material Miti ation Documentation 20 Other S ec' e. C� t/ 21 Other S ec' C.c � +� 22 Other S ec' \� S� ✓ `Areas of Design or Construcrion for which plans are not complete at the time of applicaflon submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdicHon.Work started prior to approval may be subjected to triqle the original permit fee. Registered Professional Contact Information av vec;t f�1�-�1a- q"�a�- yo619 Name(Reastrant) Telephone No. e-mail address Registration Number 3`13 Cencress S� • �U�r}ar M'A O �'- u��- �I fo -3Gy (p Street Addres� City/Town State Z�ip� Discipline Fxpiration Date Name(Registrant) Telephone No. e-mail address Registrarion Number Street Address Ci /Town State Zi Discipline Expirarion Date Name(Regisfrant) Telephone No. e-maIl address Registration Number Street Address Ci Town State Zi Discipline Expiration Date --� �\ The Commonwealth of Massachusetts Department of Industrial Accidents - 1 Congress Street,Suite l00 Bosmn,MA 02174-1017 www mass.gov/dia \Vorkers'Compensation Insurance Affdavih BuilderslContracmra/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Apolicaot Informatioe Please Print Leeiblv N3R1C�(BusinsslOrganization/lndividual):StfUCtUfB COOSUIt1119 GroUp Address:49 Brattle St. City/State/Zip:Arlington, MA 02474 Phone#:781'791'��Z4 Are you an empbyer?C6eck 16e appropriate bo:: Type ot project(required): I.❑J 1 em a employer with 50 employtts(full anNor part-time).' 7, ❑New construction 2.O 1 em a sole p`oprietnr or paMership and have no employces working for me in g, ❑Remodeling any capaciry.[No workers'comp.insurence required.] 9. ❑Demoli[ion 3.a I am a homeowner daing all work myself�No workers'comp.insulance requircd.]' ]0�Building addition 4.�1 em e homwwnrr and wtll be hrting contrac[ors to conduct all work on my propnTy. I wili ensure cha�eIl convattors cither have wo�lcers'compensation insurance or ere wle 11.0 Electrical repairs or additions propnclors with no employees. 12.�Plumbing repairs or additions S.Q 1 em a gen�Kal contre<tor and I have 6ired Ihe subcantracton listed on the atteched sheet 13.�Roof repairs These sub-contraMors havic employees and have workers'comp.insulance.� 6.�We arc a corporation and iLs oflicws hevc cxcrcised ilxir righi of exemption per MGL c. 14.❑� OtherTelecom 152,§I(4),end we have no employees.[Na workers'comp,insurn�e mquired.] 'My applicmt[hat checks box k I must eLw fill out the sation below showing their workers'compcnsetion policy infom�atioo. T Homeowners who suMni[this a�davi[indicating they are doing aIl work and[heo hire outside cantrecmrs must submit a new af6devi[mdiceling suc6. +Com�aciors that check this box must attached an additional shen sfiowing tLe name of Ihe subconvactors end stete w6ethv m not t6ose rnvties have employees. If tl�e sub-conasctors have emplayees,they must provide their workers'comp.poliry number. 7 am an employer tFut is providing workers'campeesa[ion insurance jor my emp[oyees Be%w is the po/icy and job site injorrnation. Insurance Company Name:Twin City Fire Ins Co. E � 76 WEG G62651 1-3-17 Policy N or Self-ins.Lic.#: Expiration Date: _ - ' �obs;cenaa�ess: 488R Highland Ave c�ryistacdz�y: Salem, MA 01970 Attech a copy of the workers' compensatlon policy declaratioo page(showiag the policy number and expiration date). � Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or on�year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up[o$250.00 a � day against the violato�.A-copy of[his statement may be forwazded to the Of7ice of Inves[igations of the DIA for insurance coverage veri5cation. � !do hereby cerhfy der the ains d alNes ojperjury thaf the injormabon provided ubove is true and correct Si namre: a Date: � �J 'I lP Phone#:781-791-7724 Official use only. Do not write in tNis area to be completed by ciry or towri o�cial. City or Ton�n: � PermiULicense# Issuing Authority(circle one): 1.Board of Health 2.Building Departmen[ 3.Citylfown Clerk 4.Electricel Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone N: ��p)� Massachusetts -Department of Public Safety `z Board ot Building Regulations and Standards Con.truc6nnSupcniwr "" License: CS-078888 :^�_ , .�`� '.. John G McGfitiavd�y ��'}j{{{�''�� 65 Governon RoaB U��1�� /// s � MiIWnMA 02186 �� ''; : c � �,,L��. ,� �•`�• Expiration Commissioner 07/11/2018 A`�� CERTIFICATE OF LIABILITY INSURANCE DATE�MMIDDIYWY) 10/5/2015 � THIS CERTIFICA7E 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 certifieate 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 endorsement(s). PRODULER CONTACT MSICE T8 2 NAME: � Y Tarpey III9t1I8IICE GIOUFI P„�NE . (G17)SZ7-EO7O aCNo:(61])Sa�-1980 343 [9aehiagtoa Street �oR�Ess:michael�taxpeyineuraace.com INSURER 5 AFFORDING COVERAGE NAIC p Newton MA 02458 INSURERANOi£OSk & Dedham 23965 INSURED INSURER B: Structure Coneulting Group. IIIC. INSURERC: 49 erattle Street INSUREftD: INSURER E: Arliagton MA 02474 INSURERF: COVERAGES CERTIFICATENUMBER?015-2016 Texm REVISIONNUMBER: � THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POI.ICY PERIOD INDICATED. NOTWITHSTANDING ANV RE�UIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAV BE ISSUED OR MAY PERTAIN, 7HE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJEC7 TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR rypE OF INSURANCE A DL UBR pOLICY NUMBER MM/DDy EFF MMLIpV E%V ��TS LTR X GOMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGETO RENTEO 50,000 A CLAIMS-MADE �X OCCUR PREMISES Eaoccurrence $ ' RO105555 30/5/]O35 10/5/2016 MEDEXP(Myoneperson) $ 5,000 PERSONALBADVINJURV $ 1,000,000 � GENLAGGREGATELIMITAPPLIESPER: GENERhLAGGREGATE $ 2.000�000 POLICV� PR�- � LOC PROOUCTS-COMP/OPAGG $ 2.000,000 X JECT OTHER: $ ' AUTOMOBILELIABILRY COMBWEDSINGLELIMIT $ 1,000,000 Ea accitlent A ANYAUTO BODILVINJURV(PerOeison) $ 20,000 ALLOWNED X SCHEDULED 93033323A 1/6/2015 1/6/2016 BODILYINJURV(Peraccitlen[) $ 40,000 ' HUTOS NON-0WNED PROPERTYDAMAGE X HIREDAUTOS X AUTOS Peraccitlent $ MeEiwl a men5 $ 5,000 X UMBRELIALIAB X OCCUR �CHOCCURRENCE $ 5,000,000 A EXCESSLIAB CWMS-MA�E AGGREGATE $ 5,000,000 � DED '4 RETEtJrION 10 000 U090841'!A 10/5/2015 10/5/2016 $ WORKERSCOMPENSATION ANDEMPLOYERS'LIABILITY ��N STATUTE ER ANYFROGRIETORIPARTNER/EXECUTIVE ❑ N�A E.LEACHACCIDENT $ OFFICER/MEMBER EXCLUOED't (Mantlatory In NH) E.L.DISEASE-EA EMPLOVE $ ir y�.aasonoe��aa� DESCRIPTIONOFOPER4TIONS�elow ELDISEASE-POLICVLIMIT $ DESCRIPTON OF OPERATIONS I LOCATIONS I VEHICLES (NCORD 101,AOOltlonai Remarke Sehetlule,may p¢aUac�etl If more space Is�epulretl) CERTIFICATE HOLDER CANCELLATION SHOULD ANV OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE FOT Informational PI32'p080H THE E7(PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE M Tarpey, VP, CIC, LI �O 1986-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014I01) The ACORD name and logo are registered marks of ACORD INS025��mar� q`�� LAS �ATE(MM/DD/YY1"1") CERTIFICATE OF LIABILITY INSURANCE Ro59 1/6/2016 THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT$UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELV OR NEGATNELV AMEND,EXTENO OR AL7ER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITU7E A CONTRAC7 BETWEEN 7HE ISSl11NG INSURER�S),AUTHORIZED REPRESEN7A71VE OR PRODUCER,AND7HE CERTIFICATE HOLDER. IMPORTANT:If the certiflcate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. H SUBROGATIONIS WAIVED,subject to the terms and conditlons of the policy,certaln policies may require an endorsament A statement on this certificate does not conter righls to the certifiwte holder in lieu of such endorsement(s). PFOOUCFR GCNlPCT PAYCHEX INSURANCE AGENCY INC wc°."a�ei: wc.eac (888) 993-6112 210t7]0V5 P: F: (888) 443-6112 Aooaess: PD U�A 33015 INSU1iER(S�TFFCQ�INGCOVEMGE N4qt SAN ANTONIO TX 78265 irvsuaeRn�. Twin city eire Insurance company 29459 wsunFn wsuaeRe-. wwReRc: STRUCTURE CONSULTING GROUP� INC wsuaEeo: 49 BRATTLE ST wsuaEne: ARLINGTON MA 02974 wweear: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME�ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANV REQUIREMENT, TERM OR CONDITION OF ANV CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE hL1V BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SMONM MAV HAVE BEEN REDUCED BV PAID CLAIMS. MSN rypEOFINS(/FANCE AUUG SUBR Po4CYNVMHER PoGCYEFF PoL/CVBXV V,y/TS MM/OIMYII COMMERCIAIGENEMLLIABILITY EACH OCCORRENCE 5 CLAIMS-MADE❑OCCUR OAMRGETORENTEO 5 PREMISES Eaoauirenm MEOFXP(Myanepermn) 5 PERSONNL&A�VINJORY 5 GEN'LAGGREGATELIMITAPPLIESPER: GENEMLqGGREGRTE 5 POIICV� PR�'❑LOC PROOlICTS-COMP/OPFGG 5 JECT OTHER: 5 AUTOM061LE 1IA61lRY COMBINEO SINGLE LIMIT (Ee accitlen�) 5 lWYAUTO BODILYINJURY(Pa�pe�mn) 5 PLLOWNED SCNEDULED AUTO$ AUTO$ BODILYINJURV(Peramitlmt) 5 NOKOWNED PROPERTVOFMAGE HIREDAUTO qUT05 (Parecdtlent) s s UMBRELLALIAB OCCUR EFCH OCCURRENLE 5 EXCESSLIAB CLAIMSMAOE AGGREWTE 5 [xna.f 5 wOxxe2SCO.vvirvSnnO,v )( �A �Tµ ANDENPLOY£RS'LGB/LlY STAME ER ANVPROPRIETOWPARTNEILFXECIfrIVE YM ElEACHqCCIpENT 51� OOO� OOO OFFICER/MEMBER E%CLUDED9 5 j� (MLMffOrylnNN) ❑ w� �$ WEG CiB26$1 Ol/03/2016 �l/�3/2�1� E.L�ISEASE-FAEMPLOYEE ],� 000� QQQ rcyes.aescnoeunaer E.�.oisEnsE-aaucrurnn s1� 000� 000 OESCRIPTION OF OPERATIONS below OESCRIP110NOFOPEFATOI/5/LOGIMNS/VENICIES(IIWNO 1%.AEd�tlorel Wmvke SCMtlule,may be atlacM1etl M mon epece le nqulreE) Those usual to the Insured's Operations. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE 7HEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICV PROVI ION . CITY OF SALEM� MA AI/lNORIZEDREPRESENTATIVE 120 WASHINGTON ST �p.�_ �a_�[�,,,..�,�i SALEM� MA 01970 OO 7988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2076I07) 7he ACORD name and logo are reglstered marks of ACORD � Initial Construction Control Document � To be submitted with the building permit application by a ; Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section ]07 Project Title:Verizon Wireless"Lynn 3" Date: Oct. 1. 2015 Property Address: 488 Highland Ave, Salem,MA 01970 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Renlace nine(91 antennas and add nine(91 remote radio heads and two(2)iunction boxes at the 160' level of a 170' self supportina lattice tower Also pronosed is three(31 hvbrid cables connectine Qround eauipment to antennas and related equipment on the tower via existine cable run. I, Paul L. Mucci MA Registration Number: 60419 Expiration date: 6/30/17 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations a�d specifications conceming�: Architectural Struchual Mechanical Fire Protection Electrical X Other: All for the above named project and that to the best oF my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accep[ed engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary ' professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conFormance to this code and Ihe design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for�gistered design professionals in 780 CMR Chapter 17,as ap hcable. 3. Be present at intervals ppropriate to the stage of construction to become generally�tiar with the progress and quality of the work and to detemune if the work is being performed in a manner co �stent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When requued by the building official,I shall submit field/progress reports(see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control DocumenY. Enter in the space to the right a"wet"or T�� electronic signature and seal: �P � 0 � Phonenumber: 617-963-3030 Email: paul.mucci(u�iacobs.com ��EP�o � �Ssro�w�jO� Building Officiel Use Only Building Official Name: Pertnit No.: Date: � Note I. Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is choseq provide e description. .. Version 06 I1 2013 AMERICAN TOWER� C O R P O R A T I O N Structural Analysis Report Structure : 170 ft Self Supported Tower ATC Site Name : Salem MA 8, MA ATC Site Number : 305035 Engineering Number : 63138222 Proposed Carrier : Verizon Carrier Site Name : Lynn 3, MA Carrier Site Number : 138230 Site Location : 0 Cain Rd. Salem, MA 01970-1746 42.493111,-70.938300 County : Essex Date : August 27, 2015 Max Usage : 94% Reviewed by: Result : Pass 8ryan Lanier, PE Structural Team Leader Prepared By: ��OF� Annika A.Venning BRYAN K. STRU�CN,T R�� , ^ +Q V Mo.S1 • r�n � y � E�� Aug 27 2015 4:51 PM ATC 7ower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 2]518-919-068-0112 OHice-919-6665<SA Fax-www.ameri<antoweccom � Eng. Number 63138222 August 27, 2015 AMERICAN TOWER• con.uxw•iox Table of Contenu Introduction .................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Con c I u s i o n....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 3 StructureUsages..................................:........................................................................................... 3 Foundations..................................................................................................................................... 3 Deflection,Twist,and Sway............................................................................................................... 4 StandardConditions......................................................................................................................... 5 Calculations......................................................................................................................... Attached ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 2]518-919-468-0112�ce-919-466-5414 Fae-www.american[ower.com , n . Number 63138222 E g � August 27, 2015 Pa e 1 , AMERIGAN TOWER` g can.onn.�on Introduction The purpose of this report is to summarize results of a structural analysis performed on the 170 ft self supported tower to reflect the change in loading by Verizon. Supportin¢Documenu Tower Drawings Pirod Drewin #114358-B,dated Februa 13,1990 Foundation Drawings Pirod Drawing#114358,dated September 25,2001 Geotechnical Report Job#89-0674 D,dated December 14,1989 Analvsis The tower was analyzed using American Tower Corporation's tower analysis software.This progrem considers an elastic three-dimensional model and second-order effects per AN51/TIA-222. Basic Wnd S : 110 m h (3-Second Gust) Basic Wnd Speed w/Ice: 40 mph(3-Second Gust)w/1" redial ice concurrent Code: AN51/TIA-222-G/2009 IBC/Massachusetts State Building Code,8th Ed. Structure Clau: II sure Catego : B Topogra hic Catego : 1 S ectrel Response: Ss=0.24,5,=0.07 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number,and engineering number in the subject line for any questions. ATC Tower Servires lLC-3500 Regenty Varkway,Suite 100-Cary,NC 27538-919-468-0112 OKce-919-466-5414 Faz-www.americantower.com En . Number 63138222 B � August 27, 2015 AMERICANTOWER• Page 2 can.on..�ox Existin and Reserved E ui ment � q P Elevation'(ft) Qty Antenna MourrtType Lines Carrier MouM RAD 3 Ericsson AIR 21,1.3M,84A 62P (12)15/8"Coax 167.0 167.0 3 Ericsson AIR 21,1.3M,82A 84P Sector Frames (3)3/8"Coax T-Mobile 3 RFSATMAA1412D-1A20 (1)11/4"Fiber 3 CSSX7C-480 159.0 159.0 1 RFS DB-Bl-6C-12A8-0Z Sec[or Fremes (12)15/8"Coax Verizon 3 AndrewHBX-6517D5-VTM 6 Eriason RRUS-11 (2)0.65"8 AWG 2C 150.0 152.0 1 Raycap DC6-08-60-18-SF Side Arms (1)3"Conduit (1)0.39"FiberTrunk 12 Kathrein86030025 AT&TMobility 148.0 148.0 3 Kathrein 80010764 Sector Frames (12)15/8"Coax 12 PowerwaveLGP2140X (211/2"Coax 6 Kathrein 800-10121 6 Kathrein 86010025 (12)15/8"Coax 140.0 140.0 6 Kathrein 80010504 Sec[or Frames (1)3/8"Coax Metro PCS 131.0 133.0 1 5'Omni Side Arm (1)7/8"Coax Salem Police Dept. 127.0 127.0 i Z��Aish �g (z)0.41"LMR-400 FiberTower 118.0 i1S.0 1 4'Dish w/Radome Leg (1)EW90 AT&T Mobility 109.0 113.0 1 8'Omni Truss Arm (1)15/8"Coax Salem Police Dept. 105.0 105.0 1 Til-TekTA-2304-2-DAB Leg (1)15/8"Coax SiriusXM 96.0 96.0 1 4'HP Dish SideArm (1)EW90 AT&T Mobility 1 Andrew P2F-52 1 Motorola PTP 600 (g)1/z"Coax 90.0 90.0 1 Andrew VHLPl-23 Clearwire Mount (3)2"Conduit 6 Dragonwave Horizon DUO (1)5/16"Coax Clearwire 1 Andrew VHLP2-18 2 Andrew VHLP2-11 3 Argus LLPX310R (3)5/8"Coax 56.0 86.0 Clearwire Mounts 3 Samsung FDD_R6_RRH (3)1/4"Coax 82.0 82.0 1 4'Dish w/Radome Leg (1)EW90 AT&T Mobility 68.0 72.5 1 Andrew DB636C Side Arm (1)7/8"Coax Ci Of Salem 35.0 35.0 1 Til-TekTA-2324LHCP Leg (1)7/8"Coax SiriusXM Equipment to be Removed Elevation'(ft) Mtenna MountType Lines Cartier MouM RAD � 3 Alcatel-LucentRRH2x4QAW5 �� 159.0 159.0 3 Kathrein84021240 - - Verizon ' 3 Kathrein 50010425 ATC Tower Senices LLC-3500 Regency Parkway;Suire 100-Cary,NC 2]518-919-668-0312INfice-919-466-SOSC Fax-www.americantower.com � Eng. Number 63138222 August 27, 2015 AMERICANTOWER° Page 3 con.oxw.iox Proposed Equipment Elevation'(ft) MouM RAD � �tenna MountType Lines Cartier 3 AnteIHT4C6318R000G 3 Andrew HBX-6517D5-VTM 159.0 159.0 3 Alcatel-Lucent RRH2X60.AW5 Band 4 Sector Frames (6)15/8"Coax Verizon 1 RFS D&B1-6C-12A6-OZ (3)15/8"Hybriflex 3 Alcaiel-LucentRRH2x60/4x30 3 Alcatel-Lucent B33 RRH4x30-4R 700U 'Mount elevation is deTined as height above bottom of steel struc[ure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax stacked on top of existing Verizon coax. Structure Usa�es Structural Component Controlling Usage Pass/Fail Legs 94% Pass Diagonals 93% Pass Horizontals 17% Pass Foundations Original Design Factored Design , Reaction Component Reactions Reactions* Analysis Reactions k of Design Uplift (Kips) 304.8 0.0 341.9 83% Axial (Kips) 338.1 0.0 380.7 83% Shear(Kips) 55.6 0.0 38.4 51% 'The design reanions are factored by 1.35 per AN51/TIA•222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection.Twist and Swav* ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-068-0112�ce-919-466-541<Fax-www.americantower.com � Eng. Number 63138222 August 27, 2015 , AMERICAN7'OWER` Page 4 con.one.iox Antenna Deflection Sway Elevation Antenna Carrier Twist (') (ft) (ft) (Rotation) (') Alcatel-Lucent 813 RRH4x30- 4R 700U Alcatel-Lucent RRH2x60/4x30 Alcatel-Lucent RRH2X60-AWS 159.0 Band 4 Verizon 0.400 0.012 0.289 Amphenol Antel HT4C6318ROOOG Andrew HBX-6517DS-VTM RFS DB-81-6C-12AB-OZ 127.0 2'HP Dish FiberTower Corporati 0.255 0.011 0.249 118.0 4' Dish w/Radome 0.214 0.010 0.229 AT&T Mobility 96.0 4'HP Dish 0.143 0.008 0.180 Andrew P2F-52 Andrew VHLPI-23 90.0 Clearwire 0.114 0.007 0.155 Andrew VHLP2-11 Andrew VHLP2-18 82.0 4' Dish w/Radome AT&T Mobility 0.089 0.006 0.133 "Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per AN51/TIA-222-G I ATC Tower Senices LLC�3500 Regency Garkway,Suite 100-Cary,NC 2]516-919-468-0112�ce-919-066-5414 Faz-www.americantower.com � AMERICAN TOWER° coneonn.iax Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of AN51/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generelly accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. . ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 2]538-919-C68-0ISi Offce-919-466-5414 Fax-www.americantoweccom JoblMormatlon �_a� Tow¢r: 305035 Locatlon:3alemMAB,MA Gotle: ANSIRIA-2R3-G Shape:Triangle BaseW10th:1B.00(t �1001-10156yATCIPLLGAp�M1lsresened Cllent: VHLZONWIRELFSS TOPWIdth:<.SOit x�y Loa05: 110 rtp�no ce aa�n w i r rea�i�ce Sections Properdes SileGass:D Ss:0.24 51:0.0] ��p� Le Membera qa onalMembars lbrizonlalMambera 155.W 60 rcph SenbeabJdy 1 12B W MI 12'BD Y SOE 361m1<X6X0.25 P tEB SO lul 1Y9D 1.]5' SGE 38 kal 3%3X0.3135 � 1EB 50 Fsl 1Y9D 1.)5' SOE 36 kel 3X3X0.3135 < t3B W Mel 12'BD 1.)5' S/E 36 MI 3%3XO.1B'!5 gpp g 5 12B W MI 1YBD t.5' SIE 3fi bi 3X3X0.1B'/5 6-'I tEB 50 Nel tY9D 1.5' S/E 36 kal 3.5%3.5X0.18]5 B SOL 50 bl 3 V6•$OLIO SOL W kei)/8'SOLIO SOL W kel)/B'SOLIU �� 8 SOL 50 kel Y'SOLID SOL W lul]IB'SOLID SOL 50 MI]/8"$OLID �7 Discrete Appurfenance �_.w eev (tt� T Pe �[y Deseriptlon 1'I0.00 1 LIBhNInp Rotl t6'/.00 MomYnB Frame 3 Sec[or Frvme �'t8 � 16].00 P�N 3 EriceeonqR31.1.]A{BPABP Panal 16).00 p�el 3 RFSRIMNIH304Nt0 i�� 1S9.W p�q 3 AnoM1enolOnblHTdCWi8R000G _ 159.00 p�N 3 CSS%'/CJ80 159.00 p¢�el 3 /tlrewNBXlSbDSViM 159.00 Penel 3 qcabl{uwnIRRX3%66N450m 159.00 p�q 1 RFS DB�B1fiC-0TOB-0Z S�ttS O 159.00 p¢�N 1 RFSDB�Bt6Cd1L8-0Z 159.00 Pmiel 3 Mobl{uwnt RRH2�5016x30 159.00 Pmiel 3 qcalalluwn�BtJ RRX�x]pIR 159.00 p�N 3 MtlrewNBXE51iDSViM b]_M t59.00 MiunYnB Frema 3 Rountl SMor Frema �� SUeigM1�Am 3 RountlSlAaAm 150.OD p¢�el 6 Erleeeon RRUS11 t�.� Pmial 1 Revcao OC6d860.1&BF t�.� Panal 1Y KMraln 86010045 Yx4 108.00 Penal 3 KMralnSulaB0010i61 1�.� Pmel 12 Gonarware LGPMGO% t�.� Pmiel fi KaNrNnScelaB00.101N FJ W �� MounUnB Frame 3 Sactor Fremae tCp.W p¢�N 6 NetM1rNn86010015 1W.00 p¢�N 6 Ne1M1rNn 800 t050G �� Moun4n0 Frame 3 Rountl Sactor Freme 1]1.00 WM1IP 1 5'Omnl Sem3 1Ji00 glralgM1tbm 1 Sltlahm �� DISM1 1 YHPDIeM1 14].W VmN 1 TTA W.W NB.OD DIeM1 1 9'OIaAMRadome - 1W.00 Mounlln9 Frame 1 Truw Am 109.Op WM1Iy 1 8'Omnl tp5.00 py�el 1 TI-TeRTh3J01bD08 %.00 gyalaM1tpm 1 Rountl5lEeMm c�2 %.00 DIeA 1 C'HPOIeM1 90.00 DIaM1 1 OnArewPRF3Y �.� Panel 1 MobroleVl➢600 iJ.�? - �.00 DISM1 1 OntlrowVHLPi-23 _ 8U.00 panel 6 DrponwaveHorizonDUO 90.00 DIaM1 1 Intlrew VHLP2-18 �.� oi.x z ma..wvx�vzm so.00 svmamam � ci.,�w..nw�m x�{. 86.00 $1ra19M1t bm 3 Llauwira Fbunl BG00 p�� 3 bgue LlPX310N BG00 p�el 3 Seimunp FDD_R6_RRH 8200 DIeM1 1 0'OIM w/Retloma 68.00 y/hip 1 OndrewOBWfiC U6G.•t344dSk Ibmant 5,Q'3.3GkIMm.ectlx 55].51k-([ fi8.00 �yalgM1tAm 1 RounA5lEaqm Ve�t 35�].N]k TM Dn+.a.V.03 k Tot Dv.rn Irn 4�.A k �5.00 panel 1 TI-Tek TA232G-LHCP Ibr¢36.11 k Tat Shear 58.1]k Tot St2a�Ip 50.M k Job Informatlon 1T0� Tower: 3050I5 Locatlon:5alemMAB,MA Code: ANSIRIA-R22-G Shape:Trlangle BaseW10ih:18.00k mxq]-m15eyATC/PLLC Asnphrsresmvee qlenl: VHtILONWIRF1E55 TOpWldth:4.50ft �5 LlnearAppurtenance � eev(rq 15D.0] From To Oty Descriptlon O.WO 16).00 J LB'Gou 0.000 16].00 tt 1 SIB'Coa 0.000 16].00 1 1 110'Flbx �,y8 O.WO 159.00 1 WeveGulJe 0.000 159.00 ] 1518'Hybrlflax 0.000 159.OD 6 ISIB'Con iao.w o.000 �ss.00 iz �sre' co� o.000 iw.00 + rco�a�u 0.000 1W.00 ] 0.65'BlWG3C �� 0.000 1W.OD 1 0.39'FlberTrunk icYl.OJ O.WO 1G8.W 4 1'518CCoa 0.000 1a8.00 8 15/8' Com I 0.000 110.00 1 WevaGUlEe 0.000 iGO.W t 18' Gom �6 O.WO 1JO.W 1P 15I8' Com 0.000 t3t00 1 �IB' Com 0.000 iY].00 Y O.dt'LMt-000 Im.W O.WO 109.00 1 1 fiI8' Coaz — O.WO 105.00 1 1 5I8"Coaz 0.000 %.000 1 EW90 0.000 90.000 1 5116'Cou SM5 D O.WO 90.000 8 ��' Con�� 0.000 86.000 3 SICCou O.WO BB.OW 3 1Id'Cou y�;�� 0.000 82000 1 EW90 — O.ODO 80.000 1 WmGUIEe 0.000 88.000 1 ]IC Con 0.000 �5.p00 1 )ICCoaz Sed 4 P�.S) £xct 3 N.6'i Sec[i 2J.0� ^extf UW:t31i.�k Abmect 5.Q°3.:AkAfome�tice ?y).51k<t \4n 3NJ.61 k Tol Dar+,5I.43 t TM Cmen Iw t3i.%k Horc 30.p k Tm SM1ear&S.Q k To[Slnr loe{J.N k Slte Numbel: 305035 COdB: ANSVTIA-222-G ��007-2015 6yATClPLLC. 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Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:48 PM Customer: VFRRON WIRELESS Analysis Parameters Lotation: Fssex County,MA Code: ANSIRIA-222•G Height(ft): 170 Shape: Triangle Base Elevation(ft): 0.00 Tower Manufacturer: Pirod Bottom Face Width(k): 18.00 TowerType: Self Support Top Face Width(k): 4.50 Ice 8� Wind Parameters Structure Class: II Design Windspeed Without Ice: 770 mph F�cposure Category: B Design Windspeed With Ice: 40 mph Topographic Catagory: 1 Operational Windspeed: 60 m ph Crest Height: 0.0 ft Design Ice Thickness: 1.00 in Seismic Parameters Analysis Methotl: Equivalent Modal Analysis &Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 7.08 T�(see): 6 p: 1.3 Cs: 0.036 Ss: 0.236 S�: 0.072 Cs�Max: 0.036 F,: 1.600 F�: 2.400 Cs,M in: 0.030 Sa,: 0.252 Sa�: 0.175 Load Cases 1.2D+1.6W Normal 770 mph Normal to Face with No Ice 1.2D+7.6W60deg 110mph60degreewithNolce 1.2D+1.6W90deg 770mph90degreewithNolce 0.9D+1.6W Normal 110 mph Normal to Face with No Ice(Reduced DL) 0.9D+1.6W 60 deg 170 mph 60 deg with No Ice (Reduced DL) 0.9D+1.6W 90 deg 170 mph 90 deg with No Ice (Reduced DL) 1.2D+�.ODi+7.OW i Norm al 40 m ph Norm al w ith 1.00 in Radial Ice 7.2D+�.ODi+7.OWi 60 deg 40 mph 60 degree with 7.00 in Radial Ice 72D+7.ODi+1.OWi90deg 40mph90degreewith7.00inRadiallce (7.2+0.2Sds)'DL+ENormal SeismicNormal (7.2+0.2Sds)'DL+E60deg Seismic60degree (7.2+0.2Sds)`DL+E90deg Seismic90degree (0.9-0.2Sds)`DL+ENormal Seismic(ReducedDL)Normal (0.9-0.2Sds)`DL+E60deg Seismic(ReducedDL)60degree (0.9-0.2Sds)`DL+E90deg Seismic(RedueedDL)90degree 7.OD+1.OW Service Normal Serviceability-60 mph Wind Normal 1.OD+1.OW Service 60 deg Serviceability•60 mph Wind 60 degree 1.OD+1.OW Service 90 deg Serviceability-60 mph Wind 90 degree Page 1 Site Number: 305035 Code: ANSIITIA-222-G 0 2007-20 756yATClPLLC. AI/nghtsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:48 PM Customer: VEItIZONWIRELESS Tower Loadinq Discrete Mpurtenance Properties �.zo+�.sw Elevation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M� Q, F, (WL) P,(DL) (ft) (Ib) (s� (ft) (in) (in) Factor Ecc.(ft) (Ilrft) (ps� (Ib) (Ib) 170.0 Lightning Rod 1 75 1.0 0.0 0.0 0.0 1.00 1.00 3.0 124.2 30.43 41 108 167.0 Ericsson AIR 21, 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 30.13 512 359 167.0 6icssonAIR21, 3 82 6.1 4.7 72.1 7.9 0.80 0.85 0.0 0.0 30.13 509 352 167.0 RFSATMAA14120. 3 73 1.0 1.0 70.0 4.0 0.80 0.50 0.0 0.0 30.73 49 56 167.0 Sector Fames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 30.13 996 7296 159.0 Alcatel-Lucent613 3 57 22 1.8 72.0 9.0 0.80 0.67 0.0 0.0 29.77 141 247 159.0 Alcatel-Lucent 3 55 22 1.8 12.0 9.5 0.80 0.67 0.0 0.0 29.77 143 238 159.0 Alcatel-Lucent 3 55 3.3 3.0 10.6 5.7 0.80 0.67 0.0 0.0 29.71 218 238 159.0 Amphenol Mtel 3 68 17.6 7.9 20.7 7.4 0.80 0.72 0.0 0.0 29.71 1231 294 159.0 Mdrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 29.71 412 81 159.0 Mdrew HBX- 3 19 5.2 62 6.5 3.3 0.80 0.81 0.0 0.0 29.71 412 81 159.0 CSS X7C-480 3 20 5.6 42 12.5 7.0 0.80 0.81 0.0 0.0 29.71 437 86 159.0 RF5 D&B1-6G12AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 29.71 54 31 159.0 RFS DB-B1-6G12A& 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 29.71 54 31 159.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 29.71 982 1296 150.0 6icsson RRUS-11 6 55 3.8 2.1 18.2 6.7 0.80 0.67 2.0 972.3 29.33 486 475 150.0 Raycap DC6-46-60- 1 32 2•2 2.0 11.0 11.0 0.80 1.00 2.0 140.4 29.33 70 46 150.0 Round Side Arm 3 150 52 0.0 0.0 0.0 1.00 0.67 0.0 0.0 2922 415 648 148.0 Kathrein S60 10025 72 1 02 0.6 2.4 2.0 0.80 0.50 0.0 0.0 29.10 34 21 148.0 Kathrein Scala S00 3 41 5.9 4.6 11.8 6.0 0.80 0.79 0.0 0.0 29.10 441 176 148.0 Kathrein Scala 500- 6 44 5.2 4.5 10.3 5.9 0.80 0.82 0.0 0.0 29.10 804 381 148.0 Powerwave 12 19 1•1 12 9.0 2.7 0.80 0.50 0.0 0.0 29.10 205 328 148.0 Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 29.10 962 1296 140.0 Kathrein 800 10504 6 18 3.3 4.5 6.1 2.7 0.80 0.78 0.0 0.0 28.65 487 152 140.0 Kathrein S60 10025 6 1 02 � 0.6 2A 2.0 0.80 0.50 0.0 0.0 28.65 17 10 140.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 28.65 947 1296 131.0 5'Omni 1 10 1.0 5.0 2.0 2.0 1.00 1.00 2.0 76.8 2623 38 14 131.0 Side Arm 1 150 52 0.0 0.0 0.0 1.00 7.00 0.0 0.0 28.11 199 216 127.0 2'HP Dish 1 90 4.0 2.0 24.0 0.0 1.00 1.00 0.0 0.0 27.86 150 130 127.0 TTA 1 10 1.2 1.0 12.0 6.0 7.00 0.50 0.0 0.0 27.86 23 14 11 S.0 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 2728 403 173 109.0 S'Omni 1 25 2.4 8.0 3.0 3.0 1.00 1.00 4.0 351.8 26.94 88 36 109.0 Truss Arm 1 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 26.67 294 432 105.0 Til-Tek TA-2304-2- 1 8 2.4 3.3 6.5 3.5 1.00 1.00 0.0 0.0 26.38 87 12 96.00 4'HP Dish 1 170 15.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 25.72 555 245 96.00 Round Side Arm 1 150 52 0.0 0.0 0.0 1.00 0.67 0.0 0.0 25.72 122 216 90.00 Mdrew P2F52 1 14 5.2 2.0 24.0 0.0 0.80 1.00 0.0 0.0 25.25 144 20 90.00 Mdrew VHLP1-23 1 14 1.6 7.3 15.3 8.7 0.80 0.50 0.0 0.0 25.25 22 20 90.00 Mdrew VHLP2-11 2 27 4.7 22 26.1 132 0.80 0.67 0.0 0.0 25.25 172 78 90.00 Mdrew VHLP2-18 1 31 4.7 22 26.1 0.0 0.80 1.00 0.0 0.0 25.25 129 45 90.00 Clearwire Mount 1 40 8.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 2525 292 58 90.00 Dragonwave Horizon 6 7 02 OA 7.5 7.5 0.80 1.00 0.0 0.0 25.25 33 60 90.00 Motorola PTP 600 1 9 12 7.0 12.2 4.1 0.80 0.50 0.0 0.0 25.25 17 13 86.00 Argus LLPX310R 3 29 4.3 3.5 11.8 4.5 0.80 0.73 0.0 0.0 24.92 255 124 86.00 Clearwire Mount 3 40 1.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 24.92 166 773 86.00 Samsung 3 33 1.5 7.3 71.6 5.0 0.80 0.50 0.0 0.0 24.92 63 143 82.00 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 7.00 0.0 0.0 24.59 363 173 68.00 Mdrew D6636C 1 30 2.4 9.5 2.5 2.5 1.00 1.00 4.8 363.8 23.76 77 43 � 66.00 Round Side Arm 1 150 52 0.0 0.0 0.0 1.00 0.67 0.0 0.0 23.30 110 216 ' 35.00 Til-Tek TA-2324- 1 31 32 22 26.0 12.0 1.00 1.00 0.0 0.0 19.28 83 45 � I 136 8555 606.1 Tota s Page 2 Site Number: 305035 Code: ANSIlTIA-222-G m2oa7-20756yATClPLLC. Aanghtsieserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 8/27/201512:44:46 PM Customer: VFRIZON WIRFLESS Tower Loading Discrete Appurtenance Properties o.so+�.sw Devation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M� Q, F, (WL) P,�DL) (ft) (Ib) (s� (ft) (in) (in) Factor Ecc.(ft) (Ibft) (ps� (Ib) (Ib) 170.0 Lightning Rod 1 75 1.0 0.0 0.0 0.0 1.00 1.00 3.0 1242 30.43 41 61 167.0 EricssonPJR27, 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 30.13 512 202 167.0 EricssonNR27, 3 82 6.7 4.7 12.1 7.9 0.80 0.85 0.0 0.0 30.13 509 198 167.0 RFS ATMAA1412D- 3 13 7.0 1.0 10.0 4.0 0.80 0.50 0.0 0.0 30.13 49 32 767.0 Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 30.73 996 729 759.0 Alcatel-Lucent B13 3 57 2•2 1.8 12.0 9.0 0.80 0.67 0.0 0.0 29.71 141 739 759.0 Alcatel-Lucent 3 55 2•Z 1.8 12.0 9.5 0.80 0.67 0.0 0.0 29.71 143 134 159.0 Alcatel-Lucent 3 55 3.3 3.0 10.6 5.7 0.80 0.67 0.0 0.0 29.71 218 734 159.0 AmphenolMtel 3 68 17.6 7,9 20.7 7.4 0.80 0.72 0.0 0.0 29.71 1231 765 159.0 Mdrew HBX- 3 19 5.2 62 6.5 3.3 0.80 0.81 0.0 0.0 29.71 412 45 159.0 Mdrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 29.71 412 45 159.0 CSS X7C-480 3 20 5.6 42 12.5 7.0 0.80 0.81 0.0 0.0 29.71 437 49 159.0 RFS D&B1-6G12A& 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 29.71 54 17 159.0 RFS D&B1-6G12AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 29.71 54 17 159.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 29.71 982 729 150.0 Ericsson RRUS-11 6 55 3.8 2.1 182 6.7 0.80 0.67 2.0 972.3 29.33 486 267 150.0 Raycap DC6-48-60- 1 32 2•2 2.0 11.0 11.0 0.80 1.00 2.0 140.4 29.33 70 26 150.0 Round Side Arm 3 750 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 29.22 415 365 148.0 Kathrein 860 10025 12 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 29.10 34 12 148.0 Kathrein Scala 800 3 41 5.9 4.6 11.8 6.0 0.80 0.79 0.0 0.0 29.10 441 99 148.0 Kathrein Scala 800- 6 44 52 4.5 10.3 5.9 0.80 0.82 0.0 0.0 29.10 804 214 148.0 Powerwave 12 19 1•7 1.2 9.0 2.7 0.80 0.50 0.0 0.0 29.10 205 185 148.0 Sector Frames 3 300 14•4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 29.10 962 729 140.0 Kathrein 800 10504 6 18 3.3 4.5 6.1 2.7 0.80 0.78 0.0 0.0 28.65 487 86 140.0 Kathrein 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 28.65 17 6 140.0 Round Sector Rame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 28.65 947 729 131.0 5'Omni 1 10 1.0 5.0 2.0 2.0 1.00 1.00 2.0 76.8 2823 38 8 131.0 Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 28.11 199 122 127.0 2'HP Dish 1 90 4.0 2.0 24.0 0.0 1.00 1.00 0.0 0.0 27.86 150 73 127.0 TTA 1 10 1.2 1.0 12.0 6.0 1.00 0.50 0.0 0.0 27.86 23 8 118.0 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 27.28 403 97 109.0 8'Omni 1 25 2.4 8.0 3.0 3.0 1.00 1.00 4.0 351.8 26.94 88 20 109.0 Truss Nm 1 300 74.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 26.67 294 243 105.0 Til-Tek TA-2304-2- 1 8 2-4 3.3 6.5 3.5 1.00 1.00 0.0 0.0 26.38 87 6 96.00 4'HP Dish 1 170 75.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 25.72 555 138 96.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 25.72 122 122 90.00 Mdrew P2F52 1 14 5.2 2.0 24.0 0.0 0.80 1.00 0.0 0.0 25.25 144 11 90.00 Mdrew VHLP1-23 1 14 1.6 1.3 15.3 8.7 0.80 0.50 0.0 0.0 25.25 22 11 90.00 Mdrew VHLP2-17 2 27 4.7 2,2 26.7 13.2 � 0.80 0.67 0.0 0.0 25.25 172 44 . 90.00 Mdrew VHLP2-18 1 31 4.7 2.2 26.7 0.0 0.80 1.00 0.0 0.0 25.25 129 25 90.00 Clearwire MouM 1 40 8.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 25.25 292 32 � 90.00 Dragonwave Horizon 6 7 0.2 0.4 7.5 7.5 0.80 1.00 0.0 0.0 25.25 33 34 , 90.00 Motorola PTP 600 1 9 1•2 1.0 12.2 4.1 0.80 0.50 0.0 0.0 25.25 17 7 �, 86.00 Ngus LLPX310R 3 29 4.3 3.5 11.8 4.5 0.80 073 0.0 0.0 24.92 255 69 86.00 Clearwire Mount 3 40 1.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 24.92 166 97 86.00 Samsung 3 33 1.5 1.3 11.6 5.0 0.80 0.50 0.0 0.0 24.92 63 80 � 82.00 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 24.59 363 97 68.00 Mdrew D6636C 1 30 2A 9.5 2.5 2.5 1.00 1.00 4.8 363.8 23.76 77 24 68.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 23.30 110 122 35.00 Til-Tek TA-2324- 1 31 3.2 2.2 26.0 12.0 1.00 1.00 0.0 0.0 1928 83 25 Totals 136 8555 606.1 Page 3 Site Number: 305035 Code: ANSUTIA-222-G �200�-ZQ�SbyATCIPLLC. Al/nghtsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:46 PM Customer: VFRIZONWIRELESS Tower Loading Discrete Appurtenance Properties 1.2D+1.ODi+�,OWi Devation Description Qty Ice Wt Ice EPA Length Width Depth K, Orient. Vert. M� Q, F, (WL) P,(DL) (ft) (Ib) (s� (ft) (in) (in) Factor Ecc.(ft) (Ibft) (ps� (Ib) (ib) 170.0 Lightning Rod 1 145 1.5 0.0 0.0 0.0 1.00 1.00 3.0 15.1 4.02 5 192 167.0 EricssonAIR27, 3 325 7.6 4.7 12.0 8.0 0.80 0.86 0.0 0.0 3.98 53 1230 167.0 6icsson AIR 21, 3 324 7.6 4.7 12.1 7.9 0.80 0.85 0.0 0.0 3.98 53 1223 167.0 RFS ATMAA7412D- 3 25 1.9 1.0 10.0 4.0 0.80 0.50 0.0 0.0 3.98 8 100 167.0 Sector Frames 3 795 36.7 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.98 209 3077 159.0 Alcatel-Lucent 813 3 177 3.0 1.8 12.0 9.0 0.80 0.67 0.0 0.0 3.93 16 677 159.0 Alcatel-Lucent 3 150 3.6 1.8 12.0 9.5 0.80 0.67 0.0 0.0 3.93 19 581 159.0 Alcatel-Lucent 3 196 4.4 3.0 10.6 5.7 0.80 0.67 0.0 0.0 3.93 24 744 159.0 Amphenol AMeI 3 587 20.1 7.9 20.7 7.4 0.80 0.72 0.0 0.0 3.93 116 2162 159.0 Mdrew HBX- 3 197 7.0 6.2 6.5 3.3 0.80 0.81 0.0 0.0 3.93 45 722 159.0 Mdrew HBX- 3 197 7.0 6.2 6.5 3.3 0.80 0.81 0.0 0.0 3.93 45 722 159.0 CSSX7C-480 3 236 7.0 4.2 72.5 7.0 0.80 0.81 0.0 0.0 3.93 45 864 159.0 RFS D&B1-6G12A6- 1 157 3.4 1.6 15.7 10.3 0.80 0.67 0.0 0.0 3.93 6 194 159.0 RFS DB-Bt-6G12A6- 1 157 3.4 1.6 15.7 10.3 0.80 0.67 0.0 0.0 3.93 6 194 159.0 Round Sector Frame 3 795 36.7 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.93 207 3077 150.0 Ericsson RRUS-17 6 204 4.9 2.1 18.2 6.7 0.80 0.67 2.0 103.2 3.88 52 1550 150.0 Raycap DC6-48-60- 7 164 3.1 2.0 11.0 11.0 0.80 1.00 2.0 16.3 3.88 8 204 150.0 Round Side Arm 3 247 8.8 0.0 0.0 0.0 1.00 0.67 0.0 0.0 3.86 58 997 148.0 Kathrein 860 10025 12 18 0.5 0.6 2.4 2.0 0.80 0.50 0.0 0.0 3.85 8 269 148.0 Kathrein Scala 800 3 252 7.3 4.6 11.8 6.0 0.80 0.79 0.0 0.0 3.85 45 938 148.0 Kathrein Scala 800- 6 238 6.6 4.5 10.3 5.9 0.80 0.82 0.0 0.0 3.85 84 1774 148.0 Powerwave 12 69 1.7 1.2 9.0 2.7 0.80 0.50 0.0 0.0 3.85 27 1050 148.0 Sector Fremes 3 788 36.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.85 201 3053 140.0 Kathrein 800 10504 6 138 4.6 4.5 6.1 2.7 0.80 0.76 0.0 0.0 3.79 56 1018 140.0 Kathrein 860 10025 6 18 0.5 0.6 2.4 2.0 0.80 0.50 0.0 0.0 3.79 4 134 140.0 Round Sector Frame 3 788 36.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.79 198 3053 737.0 5'Omni 1 94 2.6 5.0 2.0 2.0 1.00 1.00 2.0 162 3.73 8 115 131.0 Side A�m 1 247 8.8 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.72 28 332 127.0 2'HP Dish 1 263 5.5 2.0 24.0 0.0 1.00 1.00 0.0 0.0 3.68 17 337 127.0 TTA 1 76 1.8 1.0 12.0 6.0 7.00 0.50 0.0 0.0 3.68 3 94 118.0 4'Dish w/Radome 7 534 12.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 3.61 40 669 109.0 6'Omni 7 181 4.9 S.0 3.0 3.0 1.00 1.00 4.0 59.8 3.56 15 223 109.0 Truss Arm 1 776 35.8 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.53 60 1004 105.0 Til-Tek TA-2304-2- 1 102 3.4 3.3 6.5 3.5 1.00 1.00 0.0 0.0 3.49 10 124 96.00 4'HP Dish 1 575 18.8 4.0 48.0 0.0 1.00 1.00 0.0 0.0 3.40 54 731 96.00 Round Side Nm 1 243 8.6 0.0 0.0 0.0 1.00 0.67 0.0 0.0 3.40 17 327 90.00 Mdrew P2F52 1 67 72 2.0 24.0 0.0 0.80 1.00 0.0 0.0 3.34 16 83 90.00 Mdrew VHLP1-23 1 59 2.6 1.3 15.3 8.7 0.80 0.50 0.0 0.0 3.34 3 74 90.00 Mdrew VHLP2-11 2 135 6.3 22 26.1 13.2 0.80 0.67 0.0 0.0 3.34 19 337 90.00 Mdrew VHLP2-18 1 155 6.3 22 26.1 0.0 0.80 1.00 0.0 0.0 3.34 14 193 90.00 Clearwire Mount 1 82 17.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.34 50 109 90.00 Dregonwave Horizon 6 40 0.7 0.4 7.5 7.5 0.80 1.00 0.0 0.0 3.34 9 301 90.00 MMorola PTP 600 1 66 7.9 1.0 122 4.7 0.80 0.50 0.0 0.0 3.34 2 81 86.00 Argus LLPX310R 3 174 5.5 3.5 11.8 4.5 0.80 0.73 0.0 0.0 3.30 27 647 86.00 Clearwire MouM 3 100 3.7 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.30 26 388 86.00 Samsung 3 62 2.9 1.3 11.6 5.0 0.80 0.50 0.0 0.0 3.30 70 248 82.00 4'Dish w/Radome 1 515 12.8 4.0 48.0 0.0 1.00 1.00 0.0 0.0 3.25 35 647 68.00 Mdrew D6636C 1 185 5.8 9.5 2.5 2.5 1.00 1.00 4.8 73.2 3.14 75 229 � 68.00 Round Side Arm 1 241 8.6 0.0 0.0 0.0 1.00 0.67 0.0 0.0 3.08 15 325 � 35.00 Til-Tek TA-2324- 1 141 4.2 22 26.0 12.0 1.00 1.00 0.0 0.0 2.55 9 177 � Totals 136 29619 1p51.9 Page 4 Site Number: 305035 Code: ANSIITIA-222-G 02o07-2n756yATClPLLC. Allrightsraserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 8/27/201512:44:48 PM Customer: VFRIZONWIRELESS Tower Loadins� Discrete Appurtenance Properties 1.OD+1.OW Service DevationDescription Qty Wt. EPA Length Width Depth K, Orient. Vert. M� Q, F,(WL) P,(DL) (ft) (Ib) (s� (k) (in) (in) Factor Ecc.(ft) (Ib-ft) (ps� (Ib) (Ibi 170.0 Lightning Rod � 1 75 1.0 0.0 0.0 0.0 7.00 1.00 3.0 23.1 9.05 8 75 167.0 6icsson AIR 21, 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 8.96 95 249 167.0 Ericsson AIR 21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 8.96 95 245 167.0 RF5 ATMAA1412D- 3 13 1.0 1.0 10.0 4.0 0.80 0.50 0.0 0.0 8.96 9 39 767.0 Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.96 185 900 759.0 Alcatel-Lucent B13 3 57 2•2 1.8 72.0 9.0 0.80 0.67 0.0 0.0 8.84 26 172 159.0 PJcatel-Lucent 3 55 2•Z 1.8 12.0 9.5 0.80 0.67 0.0 0.0 8.84 27 165 759.0 Alcatel-Lucent 3 55 3.3 3.0 10.6 5.7 0.80 0.67 0.0 0.0 8.84 40 165 759.0 AmphenoiMtel 3 68 17.6 7.9 20.7 7.4 0.80 0.72 0.0 0.0 8.84 229 204 759.0 Mdrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 8.84 77 56 159.0 Mdrew HBX- 3 19 52 6.2 6.5 3.3 0.80 0.81 0.0 0.0 8.84 77 56 159.0 CSS X7C-480 3 20 5.6 42 12.5 7.0 0.80 0.81 0.0 0.0 8.84 81 60 759.0 RFS D&B1-6G12A& 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 8.84 10 21 159.0 RFS DB-B1-6G12A6- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 8.84 10 21 159.0 Round Sector Frame 3 300 14•4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.84 183 900 150.0 Ericsson RRUS-11 6 55 3.8 2.1 182 6.7 0.80 0.67 2.0 180.8 8.73 90 330 150.0 Raycap DC6-48-60- 1 32 2•2 2.0 11.0 11.0 0.80 7.00 2.0 26.1 8.73 13 32 150.0 Round Side Arm 3 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 8.69 77 450 148.0 Kathrein 860 10025 12 1 02 0.6 2.4 2.0 0.60 0.50 0.0 0.0 8.66 6 14 148.0 Kathrein Scala 800 3 41 5.9 4.6 11.8 6.0 0.60 0.79 0.0 0.0 8.66 82 122 148.0 Kathrein Sca�a 500- 6 44 52 4.5 10.3 5.9 0.80 0.82 0.0 0.0 8.66 149 265 148.0 Powerwave 12 19 1.1 12 9.0 2.7 0.80 0.50 0.0 0.0 8.66 38 228 148.0 Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.66 179 900 140.0 Kathrein80070504 6 78 3.3 4.5 6.1 2.7 0.80 0.78 0.0 0.0 8.52 91 706 140.0 Kathrein 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 8.52 3 7 140.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.52 176 900 131.0 5'Omni 1 10 1.0 5.0 2.0 2.0 1.00 1.00 2.0 74.3 8.40 7 10 131.0 Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 8.36 37 750 127.0 2'HP Dish 1 90 4.0 2.0 24.0 0.0 1.00 1.00 0.0 0.0 8.29 28 90 127.0 l"fA 1 10 12 7.0 12.0 6.0 1.00 0.50 0.0 0.0 8.29 4 10 118.0 4'Dish w/Radome 1 720 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 8.12 75 120 109.0 8'Omni 1 25 2.4 8.0 3.0 3.0 1.00 1.00 4.0 65.4 8.02 16 25 109.0 Truss Arm 1 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 7.93 55 300 105.0 Til-Tek TM2304-2- 1 8 2•4 3.3 6.5 3.5 1.00 1.00 0.0 0.0 7.85 16 8 96.00 4'HP Dish 1 170 15.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 7.65 103 170 96.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 7.65 23 750 90.00 Mdrew P2F52 1 14 5.2 2.0 24.0 0.0 0.80 1.00 0.0 0.0 7.51 27 14 90.00 Mdrew VHLPt-23 1 14 1.6 1.3 15.3 8.7 0.80 0.50 0.0 0.0 7.51 4 14 � 90.00 Mdrew VHLP2-11 2 27 4.7 2.2 26.1 132 0.80 0.67 0.0 0.0 7.51 32 54 � 90.00 Andrew VHLP2-18 1 31 4.7 2.2 26.1 0.0 0.80 1.00 0.0 0.0 7.51 24 31 � 90.00 Clearwire Mount 1 40 8.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.51 54 40 90.00 Dragonwave Horizon 6 7 0.2 OA 7.5 7.5 0.80 7.00 0.0 0.0 7.51 6 42 90.00 Motorola PTP 600 1 9 12 1.0 12.2 4.1 0.80 0.50 0.0 0.0 7.51 3 9 56.00 Argus LLPX310R 3 29 4.3 3.5 11.8 4.5 0.80 0.73 0.0 0.0 7.41 47 86 56.00 Clearwire Mount 3 40 1.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.41 31 120 56.00 Samsung 3 33 1•5 1.3 11.6 5.0 0.80 0.50 0.0 0.0 7A1 12 99 82.00 4'Dish wl Radome 1 720 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 7.31 67 120 68.00 Andrew D6636C 1 30 2.4 9.5 2.5 2.5 1.00 1.00 4.8 67.6 7.07 14 30 68.00 Round Side Nm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 6.93 21 150 35.00 Til-Tek TA-2324- 1 31 3.2 2.2 26.0 72.0 1.00 1.00 0.0 0.0 5.74 16 31 Totals 136 8555 606.1 Page 5 Site Number: 305035 Code: ANSIRIA-222-G 0 2007-2015 6yAiCIPLLC. AI/nghtsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:48 PM Customer. VFRIZONWIRFLESS Tower Loadins� Linear Appurtenance Properties �ev EJev Out From To Width Weight Pct SpreadOn Bundling Cluster p( Spacing Orientation Ka (ft) (ft) Description Qty (in) (Ib/ft) In Block Faces Arrangement Dia(in) Zone (�n) Factor Override 0.00 167.0 1 1/4"Flber 1 1.25 1.05 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 167.0 1 5/8" Coax 12 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 167.0 3/8"Coax 3 0.44 0.08 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 159.0 1 5/S" Coax 12 1.98 0.82 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 159.0 1 5/8"Coax 6 7.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 159.0 1 5/8"Hybriflex 3 7.98 1.30 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 159.0 Wave GLide 1 1.75 6.00 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 t50.0 0.39" Fber Trunk 1 0.39 0.06 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 150.0 0.65"8 AWG2C 2 0.65 0.31 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 150.0 3"Conduit 1 3.50 7.58 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 148.0 1 5/8" Coax 8 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 148.0 1 5/8" Coax 4 1.98 0.82 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 148.0 1/2" Coax 2 0.63 0.75 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 140.0 1 5/8" Coax 12 1.98 0.82 50 1 Block 0.00 N 0.00 1.00 0.00 0.00 140.0 3/8" Coax 1 0.44 0.08 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 140.0 Wave(�ide 1 1.75 6.00 0 7 Individual 0.00 N 1.00 1.00 0.00 0.00 131.0 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 127.0 0.41"LMR-400 2 0.41 0.07 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 118.0 EW90 1 1.32 0.32 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 109.0 1 5/8" Coax 1 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 105.0 1 5/8"Coax 1 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 96.00 EW90 1 1.32 0.32 100 1 Individual 0.00 N 1.00 1.00 0.00 0.00 90.00 1/2" Coax 8 0.63 0.15 0 3 Individual 0.00 N 1.00 7.00 0.01 0.00 90.00 2"Conduit 3 2.38 3.65 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 90.00 5/16"Coax 1 0.31 0.04 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 86.00 1/4"Coax 3 0.34 0.06 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 86.00 5/8"Coax 3 0.86 0.15 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 82.00 EW90 1 1.32 0.32 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 80.00 Wave Guide 1 2.00 6.00 0 3 Individual 0.00 N 1.00 7.00 0.00 0.00 68.00 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 35.00 7/8"Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.01 Page 6 Site Number: 305035 Code: ANSIRIA-222-G 8 2007-2015 6yATClPC[C. Anrightsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:49 PM Customer: VFRIZONWIRELESS Force/Stress Summary Section: 1 U18 Bot Elev(ft): 0.00 Height(k): 20.000 Shear Bear Pu Len Bracing°k Fy PhicPnNum Num phiRnvphiRn Use Max Compression Member (kip) Load Case (k) X V Z IQ/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 726-12"BD2" -370.251.2D+1.6W 70.02 100 100 700 24.4 50.0 405.83 0 0 0.00 0.00 97 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -10.321.2D+1.6W 20.15 50 50 50 152.1 35.7 78.94 1 1 49.70 34.80 54 AAemberZ Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phlRn Use MaxTension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) y, Controls LEG 726-72"BD2" 333.86 0.9D+7.6W60 50 65 423.90 0 0 0.00 0.00 78 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 9.44 1.2D+1.6W90 36 58 52.08 1 1 49.70 21.32 44 BoflBear Section: 2 U16 Bot Elev(ft): 20.00 Height(ft): 20.000 Shear Bear Pu Len Bracing k Fy PhicPn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) °h Controls LEG 12B-12"BD 1.75"FI -334.33 1.2D+1.6W 10.02 700 700 100 26.1 50.0 473.53 0 0 0.00 0.00 80 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 -9.951.2D+7.6W90 78.44 50 50 50 787.9 36.0 71.39 1 7 31.81 34.80 87 MemberZ Shear Bear Pu Fy Fu Phit Pn Num Num pniecnv phlRn Use Controls MaxTension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) Yo LEG 12B-12"BD 7.75"FI 301.94 0.9D+1.6W 60 50 65 434.70 0 0 0.00 0.00 69 Merr�er HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 9.61 1.2D+1.6W 90 36 58 46.60 1 1 31.87 21.21 45 Bott Bear Section: 3 U74 Bot Elev(ft): 40.00 Height(ft): 20.000 Shear Bear Pu Len Bracing Y Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (H) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 72B- 72"BD1.75" -292.371.2D+1.6W 9.77 700 100 700 25.3 50.0 309.57 0 0 0.00 0.00 94 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 , DIAG SAE-3X3X0.3125 -9.361.2D+7.6W90 16.64 50 50 50169.6 36.0 13.99 7 7 37.81 34.80 66 MemberZ � Shear Bear ' Pu Fy Fu Phit Pn Num Num phlFinv pniRn Use � Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Noles (kip) (kip) % Controls � LEG 12B-12"BD1.75" 276.57 0.9D+7.6W60 50 65 324.45 0 0 0.00 0.00 85 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3725 9.35 7.2D+7.6W90 36 58 46.60 7 1 31.87 21.27 44 BottBear Page 7 Site Number: 305035 Code: ANSIITIA-222-G m2o07-2ot56yATCIPLLC. Alliigntsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:49 PM Customer: VFRIZONWIRELESS Force/Stress Summary Section: 4 U12 Bot Elev(ft): 60.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Fy PhicPn Num Num phiRnvphiRn Use MaxCompressionMember (kip) LoadCase (ft) X Y Z IaIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD1.75" -267.471.2D+1.6W 0.25 700 100 700 0.6 50.0 324.44 0 0 0.00 0.00 80 MemberX HORI2 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE•3X3X0.1875 -9.04 1.2D+7.6W 90 15.07 50 50 50 751.7 36.0 10.70 7 1 31.81 20.88 84 Member Z Shear Bear Pu Fy Fu Phit Pn Num Num pnlRnv phfRn Use Controls MaxTension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % LEG 126-12"BD7.75" 237.40 7.2D+1.6W60 50 65 324.45 0 0 0.00 0.00 73 Nlertd�er HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 8.77 1.2D+1.6W90 36 58 28.68 1 7 31.81 12.72 68 BottBear Section: 5 U10 Bot Elev(R): 80.00 Height(ft): 20.000 Shear Bear Pu Len Bracing °h Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z IaIR (ksi) (kip) Bolts Holes (kip) (kip) q Controls LEG 12B-12"BD 7.5" •204.53 7.2D+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 91 �rrd�er X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.7875 -9.337.2D+1.6W90 13.79 50 50 50138.9 36.0 12.77 1 1 37.87 20.88 73Merr�erZ Shear Bear Pu Fy Fu Phit Pn Num Num pnfRnv pnflin Use Controls MaxTension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % LEG 126-12"BD 7.5" 186.55 1.2D+1.6W 60 50 65 238.50 0 0 0.00 0.00 78 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 8.69 1.2D+1.6W90 36 58 28.68 1 7 31.81 12.72 68 BottBear Section: 6 U8 Bot Elev(it): 100.0 Height(ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z IaIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 7.5" -157.57 1.2D+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 70 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.SX0.1875 -8.32 1.2D+1.6W 90 12.50 50 50 50 151.6 36.0 8.87 1 1 31.81 20.88 93 Merrd�er Z Shear Bear Pu Fy Fu Phit Pn Num Num pniRnv phlRn Use Controls MaxTensionMember (kip) LoadCase (ksi) (ksi) (kip) Bolts Holes (kip) (kip) h LEG 72B-12"BD7.5" 144.22 1.2D+1.6W60 50 65 238.50 0 0 0.00 0.00 60 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.5X0.1875 8.79 1.2D+7.6W90 36 58 22.55 1 7 37.81 12.72 64 BottBear , Page 8 Site Number: 305035 Code: ANSIITIA-222-G 0 2007-20 756yATClPLLC. AI/nghtsreserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 8/27/201512:44:49 PM Customer: VERIZON WIRELESS Force/Stress Summary Section: 7 U6 Bot Elev(ft): 120.0 Height(ft): 10.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use MaxCompression Member (kip) Load Case (k) X Y Z Ia/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 72B-72"BD1.5" -705.871.2D+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 47 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 -8.61 7.2D+7.6W 11.47 50 50 50 138.4 36.0 10.64 1 7 31.87 20.88 80 Member Z Shear Bear Pu Fy Fu PhitPn Num Num phlRnv pnlRn Use Max Tension Member (k�p) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD1.5" 96.46 1.2D+�,6W60 50 65 238.50 0 0 0.00 0.00 40 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.SX0.1875 8.04 7.2D+7.6W60 36 58 22.55 7 1 31.81 12.72 63 BoltBear Section: 8 H-5.0 Bot Elev(ft): 130.0 Height(ft): 20.000 Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z Ia/R (ksi) (kip) Bolts Holes (kip) (kip) q Controls LEG SOL-2 1l4"SOLID -97.50 1.2D+7.6W 2.44 700 700 100 52.0 50.0 146.82 0 0 0.00 0.00 62 Member X HORR SOL-7I8"SOLID -0.92 1.2D+7.6W 60 4.506 700 700 100 160.7 50.0 5.26 0 0 0.00 0.00 17 �mber X DIAG SOL-718"SOLID -5.92 1.2D+7.6W 90 5.530 50 50 50 136.5 50.0 7.29 0 0 0.00 0.00 87 Member X Shear Bear Pu Fy Fu Phit Pn Num Num phflinv phlRn Use MaxTension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) q Controls LEG SOL-2 114"SOLID 88.09 0.9D+1.6W 60 50 65 178.92 0 0 0.00 0.00 49 MerNier HORIZ SOL-7I8"SOLID 1.00 7.2D+7.6W 50 65 27.06 0 0 0.00 0.00 3 Member DIAG SOL-718"SOLID 5.83 7.2D+7.6W 90 50 65 27.06 0 0 0.00 0.00 21 Member Section: 9 5-4.5 Bot Elev(ft): 150.0 Height(ft): 20.000 Shear Bear Pu Len Bracing% Fy Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (k) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) Y Controls LEG SOL-2"SOLID -25.38 1.2D+1.6W 2.44 100 100 100 58.5 50.0 710.08 0 0 0.00 0.00 23 Merriier X HORIZ SOL-718"SOLID -0.89 1.2D+1.6W 4.500 700 100 700 160.5 50.0 5.27 0 0 0.00 0.00 16 Member X DIAG SOL-718"SOLID 3.42 1.2D+1.6W 90 5.118 50 50 50 126.4 50.0 8.57 0 0 0.00 0.00 40 Member X Shear Bear Pu Fy Fu Phit Pn Num Num pnfRnv pnfRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) � Controls LEG SOL•2"SOLID 24.42 1.2D+1.6W 60 50 65 141.37 0 0 0.00 0.00 17 Nffimber HOWZ SOL-718"SOLID 0.85 1.2D+1.6W 60 50 65 27.06 0 0 0.00 0.00 3 Member � DIAG SOL-7l8"SOLID 3.40 1.2D+1.6W 90 50 65 27.06 0 0 0.00 0.00 72 Member Page 9 I Site Number: 305035 Code: ANSIlTIA-222-G �2o07-Zot56yATCIPCLC. Al/nghtsieserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 8/27/201512:44:49 PM Customer: VFRIZONWIRELESS Force/Stress Summary Deflections and Rotations Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) 110 mph 60 deg with No Ice (Reduced DL) 30.00 0.0681 0.0170 0.2330 �0.00 0.3526 0.0283 0.5975 80.00 0.4663 0.0324 0.7006 90.00 0.5996 0.0385 0.8200 100.00 0.7544 0.0447 0.9542 110.00 0.9325 0.0501 1.0829 120.00 1.7328 0.0567 1.2185 130.00 1.3516 0.0614 1.3227 130.25 1.3575 0.0627 7.3487 140.00 1.5959 0.0915 7.4548 747.31 1.7850 0.1124 7.4771 150.00 1.8564 0.1219 1.6945 160.00 2.1244 0.1269 1.5406 167.31 2.3204 0.1303 1.5339 170.00 2.3922 0.1317 1.5295 710 mph 60 degree with No Ice 30.00 0.0687 0.0711 0.2335 70.00 0.3533 0.0283 0.5997 80.00 0.4673 0.0325 0.7024 90.00 0.6010 0.0386 0.8224 100.00 0.7562 0.0448 0.9570 110.00 0.9349 0.0502 1.0862 120.00 1.1357 0.0569 1.2225 130.00 1.3554 0.0616 1.3263 730.25 1.3613 0.0629 1.3532 140.00 1.6006 0.0978 7.4600 147.31 1.7903 0.1128 7.4824 750.00 1.8621 0.7223 7.7072 160.00 2.1310 0.1274 7.5663 167.31 2.3277 0.1308 1.5396 770.00 2.3998 0.1376 1.5353 110 mph 90 deg with No Ice(Reduced DL) 30.00 0.0676 0.0065 0.2342 70.00 0.3524 0.0765 0.5997 80.00 0.4662 0.0189 0.6987 � 90.00 0.5993 0.0224 0.8215 . 700.00 0.7545 0.0259 0.9577 � 710.00 0.9327 0.0289 1.0817 720.00 1.1328 0.0328 1.2236 ' 730.00 1.3535 0.0354 1.3318 730.25 1.3593 0.0356 1.3470 � 740.00 1.5977 0.0400 1.4539 � 747.37 1.7867 0.0434 1.4853 � 150.00 1.8580 0.0444 1.6540 � 160.00 2A259 0.0451 1.5402 . 167.31 2.3217 0.0451 1.5340 170.00 2.3934 0.0450 7.5197 710 mph 90 degree with No Ice 30.00 0.0677 0.0065 0.2346 70.00 0.3531 0.0166 0.6007 80.00 0.4672 0.0190 0.7006 Page 10 Site Number: 305035 Code: ANSI/TIA-222-G �2007-2015 6yATCIPLLC. Al/nghtsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:49 PM Customer: VFItIZON WIRELESS Force/Stress Summary 90.00 0.6006 0.0224 0.8238 100.00 0.7563 0.0259 0.9600 110.00 0.9351 0.0290 1.0847 720.00 1.1358 0.0328 7.2277 130.00 1.3573 0.0355 7.3364 730.25 1.3632 0.0357 1.3521 740.00 1.6024 0.0601 1.4592 147.31 7.7927 0.0435 1.4906 150.00 7.8637 0.0445 1.6606 160.00 2.7325 0.0453 1.5459 167.31 2.3291 0.0452 7.5397 170.00 2.4010 0.0452 1.5254 710 mph Normal to Face with No Ice(Reduced DL) 30.00 0.0695 0.0098 0.2372 70.00 0.3577 0.0246 0.6060 80.00 0.4728 0.0287 0.7095 90.00 0.6075 0.0334 0.8291 100.00 0.7636 0.0386 0.9638 110.00 0.9432 0.0428 1.0941 120.00 1.1451 0.0493 12273 130.00 7.3659 0.0535 1.3375 130.25 1.3718 0.0530 1.3581 140.00 1.6118 0.0440 7.4640 747.37 1.8020 0.0365 1.4733 750.00 7.8745 0.0356 1.7865 160.00 2.7450 0.0362 1.5510 167.31 2.3421 0.0362 1.5402 170.00 2.4143 0.0362 7.5616 710 mph Normal to Face with No Ice 30.00 0.0697 0.0099 0.2376 70.00 0.3585 0.0246 0.6076 80.00 0.4739 0.0281 0.7115 90.00 0.6097 0.0335 0.8315 100.00 0.7656 0.0387 0.9668 110.00 0.9457 0.0429 1.0978 120.00 7.1483 0.0494 7.2315 130.00 7.3698 0.0537 7.3365 130.25 7.3757 0.0532 1.3637 140.00 7.6165 0.0441 7.4693 147.31 1.8074 0.0367 1.4787 150.00 1.8802 0.0357 1.7931 160.00 2.1516 0.0364 1.5567 167.37 2.3495 0.0364 1.5459 170.00 2.4220 0.0364 1.5673 40 mph 60 degree with 1.00 in Radial Ice 30.00 0.0130 0.0079 0.0438 70.00 0.0679 0.0046 0.1032 80.00 0.0872 0.0052 0.1194 90.00 0.1036 0.0062 0.1404 . 700.00 0.1301 0.0077 0.7648 � N0.00 OA604 0.0079 0.7840 720.00 0.1943 0.0090 0.2068 730.00 0.2323 0.0096 0.2316 130.25 0.2333 0.0097 0.2359 140.00 0.2735 0.0098 0.2466 147.31 0.3055 0.0098 0.2491 150.00 0.3776 0.0101 0.2889 Page 11 Site Number: 305035 Code: ANSI/TIA-222-G �2�7-20756yATClPLLC. Alinghtsieserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 8/27/201512:44:49 PM Customer: VERIZONWIRELESS Force/Stress Summary 160.00 0.3630 0.0100 0.2620 167.31 0.3962 0.0099 0.2601 170.00 0.4084 0.0099 0.2602 40 mph 90 degree with 7.00 in Radial Ice 30.00 0.0128 0.0077 0.0436 70.00 0.0617 0.0029 0.1032 80.00 0.0810 0.0032 0.1277 90.00 0.1042 0.0038 0.1403 100.00 0.1306 0.0044 0.1646 110.00 0.1608 0.0049 0.1859 720.00 0.1954 0.0055 0.2072 730.00 0.2321 0.0059 0.2314 730.25 0.2332 0.0059 0.2346 740.00 0.2734 0.0062 0.2464 147.31 0.3053 0.0064 0.2506 150.00 0.3775 0.0066 0.2832 160.00 0.3628 0.0065 0.2677 167.31 0.3960 0.0064 0.2600 170.00 0.4081 0.0064 0.2588 40 m ph Normal with 1.00 in Radial Ice 30.00 0.0122 0.0017 0.0428 70.00 0.0675 0.0042 0.1035 ' 80.00 0.0874 0.0048 0.1221 90.00 0.1048 0.0056 0.1405 100.00 0.1312 0.0065 0.1644 110.00 0.7615 0.0072 0.1874 120.00 0.7962 0.0082 0.2081 130.00 0.2324 0.0089 0.2308 130.25 0.2336 0.0089 0.2328 140.00 0.2738 0.0076 0.2467 147.37 0.3057 0.0066 0.2489 150.00 0.3180 0.0066 0.2971 160.00 0.3635 0.0064 0.2620 167.31 0.3967 0.0062 0.2598 170.00 0.4089 0.0062 0.2627 Seismic(Reduced DL)60 degree M7 30.00 0.0028 0.0004 0.0103 70.00 0.0159 0.0012 0.0282 80.00 0.0213 0.0014 0.0331 90.00 0.0276 0.0017 0.0398 700.00 0.0352 0.0019 0.0472 770.00 0.0440 0.0022 0.0538 720.00 0.0541 0.0025 0.0610 730.00 0.0652 0.0027 0.0677 730.25 0.0655 0.0027 0.0699 740.00 0.0776 0.0021 0.0737 747.37 0.0872 0.0077 0.0744 150.00 0.0908 0.0077 0.0889 160.00 0.7044 0.0072 0.0783 767.37 0.7144 0.0010 0.0779 � 770.00 0.1180 0.0010 0.0793 � Seismic(Reduced DL)60 degree M2 30.00 0.0024 0.0003 0.0089 70.00 0.0138 0.0009 0.0248 80.00 0.0785 0.0017 0.0294 90.00 0.0242 0.0014 0.0362 100.00 0.0372 0.0017 0.0439 110.00 0.0395 0.0019 0.0510 Page 72 Site Number: 305035 Code: ANSIRIA-222-G �2007-20 75 6yATClPLLC. AI/nghfsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 . 8/27/201512:44:49 PM Customer: VERIZONWIRELESS Force/Stress Summary 120.00 0.0492 0.0023 0.0602 130.00 0.0604 0.0026 0.0677 130.25 0.0607 0.0026 0.0705 140.00 0.0733 0.0020 0.0781 147.31 0.0835 0.0015 0.0796 150.00 0.0875 0.0015 0.101 S 160.00 0.1023 0.0017 0.0858 167.31 0.1733 0.0009 0.0852 170.00 0.1773 0.0009 0.0815 Seismic(Reduced DL)90 degree M1 30.00 0.0030 0.0003 0.0104 70.00 0.0763 0.0007 0.0286 80.00 0.021 B 0.0008 0.0338 90.00 0.0283 0.0070 0.0404 100.00 0.0360 0.0011 0.0479 110.00 0.0449 0.0013 0.0557 � 120.00 0.0551 0.0075 0.0625 130.00 0.0662 0.0076 0.0690 130.25 0.0665 0.0016 0.0708 140.00 0.0787 0.0073 0.0749 147.31 0.0885 0.0071 0.0760 150.00 0.0922 0.0071 0.0896 160.00 0.1060 0.0008 0.0796 167.37 0.1161 0.0007 0.0792 170.00 0.1199 0.0007 0.0807 Seismic(Reduced DL)90 degree M2 30.00 0.0026 0.0002 0.0090 70.00 0.0747 0.0006 0.0252 80.00 0.0790 0.0006 0.0307 90.00 0.0249 0.0008 0.0368 700.00 0.0320 0.0010 0.0446 770.00 0.0404 0.0017 0.0525 720.00 0.0503 0.0014 0.0676 130.00 0.0613 0.0015 0.0697 730.25 0.0676 0.0015 0.0716 740.00 0.0744 0.0012 0.0792 147.31 0.0848 0.0009 0.0812 750.00 0.0888 0.0010 0.1020 760.00 0.1039 0.0007 0.0871 767.37 0.7750 0.0006 0.0864 170.00 0.1191 0.0006 0.0889 Seismic(ReducedDL)NormalMl 30.00 0.0031 0.0004 0.0104 ' 70.00 0.0164 0.0012 0.0286 � 80.00 0.0219 0.0014 0.0347 � 90.00 0.0284 0.0017 0.0403 ' 700.00 0.0361 0.0020 0.0479 770.00 0.0450 0.0022 0.0553 720.00 0.0553 0.0026 0.0625 130.00 0.0662 0.0028 0.0692 130.25 0.0665 0.0028 0.0703 140.00 0.0787 0.0022 0.0748 147.31 0.0885 0.0018 0.0757 150.00 0.0921 0.0018 0.0903 160.00 0.7060 0.0074 0.0795 167.31 0.7161 0.0072 0.0792 170.00 0.1198 0.0072 0.0808 Page 73 Site Number: 305035 Code: ANSIITIA-222-G �20a7-2o756yATCIPLLC. Anrightsreserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 6/27/201512:44:49 PM Customer: VFRIZON WIRELESS Force/Stress Summary Seismic(ReducedDL)NormalM2 30.00 0.0027 0.0003 0.0090 70.00 0.0742 0.0010 0.0252 80.00 0.0197 0.0011 0.0303 90.00 0.0251 0.0014 0.0368 100.00 0.0321 0.0017 0.0446 110.00 0.0405 0.0019 0.0528 120.00 0.0505 0.0024 0.0676 130.00 0.0673 0.0027 0.0700 130.25 0.0616 0.0027 0.0714 740.00 0.0744 0.0027 0.0791 147.37 0.0848 0.0076 0.0808 150.00 0.0888 0.0077 0.1032 760.00 0.7039 0.0013 0.0870 767.31 0.7150 0.0011 0.0864 170.00 0.7190 0.0011 0.0889 Seismic60degreeMl 30.00 0.0029 0.0004 0.0103 70.00 0.0160 0.0012 0.0283 80.00 0.0274 0.0014 0.0331 90.00 0.0278 0.0017 0.0399 100.00 0.0354 0.0019 0.0476 110.00 0.0442 0.0022 0.0541 120.00 0.0543 0.0025 0.0614 730.00 0.0655 0.0028 0.0691 130.25 0.0658 0.0028 0.0709 140.00 0.0779 0.0021 0.0740 147.31 0.0875 0.0077 0.0747 150.00 0.0911 0.0017 0.0893 160.00 0.1048 0.0012 0.0787 767.31 0.1748 0.0010 0.0782 770.00 0.1785 0.0010 0.0797 Seismic60degreeM2 30.00 0.0025 0.0003 0.0089 70.00 0.0138 0.0010 0.0249 80.00 0.0786 0.0011 0.0294 90.00 0.0244 0.0014 0.0363 700.00 0.0314 0.0017 0.0443 770.00 0.0397 0.0019 0.0573 720.00 0.0494 0.0023 0.0604 730.00 0.0606 0.0026 0.0691 730.25 0.0609 0.0026 0.0715 740.00 0.0735 0.0020 0.0784 747.31 0.0838 0.0015 0.0798 750.00 0.0878 0.0015 0.1023 760.00 0.1027 0.0011 0.0862 � 167.31 � 0.1137 0.0009 0.0855 � 170.00 0.1777 0.0009 0.0879 , Seismic90degreeMl 30.00 0.0031 0.0003 0.0105 � 70.00 0.0164 0.0007 0.0287 80.00 0.0219 0.0008 0.0341 ' 90.00 0.0285 0.0070 0.0405 100.00 0.0362 0.0071 0.0483 � 110.00 0.0451 0.0073 0.0555 120.00 0.0555 0.0075 0.0628 130.00 0.0664 0.0076 0.0702 130.25 0.0667 0.0016 0.0717 Page 14 Site Number: 305035 Code: ANSIlTIA-222-G 02007-2o756yAiClPLLC. A/liightsreserved. Site Name: Salem MA 8,MA Engineering Number: 63138222 8/27/201512:44:49 PM Customer: VERIZONWIRELESS Force/Stress Summary 140.00 0.0790 0.0013 0.0752 147.31 0.0888 0.0011 0.0763 150.00 0.0925 0.0011 0.0900 160.00 0.1064 0.0008 0.0800 767.31 0.1166 0.0007 0.0795 170.00 0.1203 0.0007 0.0871 Seismic90degreeM2 30.00 0.0027 0.0002 0.0090 70.00 0.0143 0.0006 0.0253 80.00 0.0191 0.0007 0.0303 90.00 0.0257 0.0008 0.0369 100.00 0.0322 0.0070 0.0450 110.00 0.0406 0.0077 0.0529 120.00 0.0506 0.0074 0.0679 130.00 0.0675 0.0075 0.0704 130.25 0.0678 0.0015 0.0�24 140.00 0.0746 0.0072 0.0795 147.31 0.0857 0.0009 0.0815 750.00 0.0897 0.0070 0.7024 160.00 0.1043 0.0007 0.0874 767.31 0.1154 0.0006 0.0868 770.00 0.1795 0.0006 0.0893 SeismicNormalMi 30.00 0.0032 0.0004 0.0105 70.00 0.0765 0.0072 0.0286 80.00 0.0220 0.0014 0.0343 90.00 0.0287 0.0017 0.0405 100.00 0.0363 0.0020 0.0482 110.00 0.0453 0.0022 0.0558 120.00 0.0556 0.0026 0.0629 130.00 0.0664 0.0028 0.0701 130.25 0.0667 0.0028 0.0709 140.00 0.0790 0.0023 0.0751 147.31 0.0868 0.0019 0.0761 150.00 0.0925 0:0018 0.0907 160.00 0.1064 0.0014 0.0799 167.37 0.1166 0.0012 0.0795 170.00 0.1203 0.0072 0.0871 SeismicNormalM2 30.00 0.0027 0.0003 0.0090 70.00 0.0143 0.0070 0.0253 80.00 0.0193 0.0071 0.0305 90.00 0.0253 0.0074 0.0370 100.00 0.0323 0.0017 0.0449 710.00 0.0407 0.0019 0.0533 720.00 0.0508 0.0024 0.0619 730.00 0.0615 0.0027 0.0708 ' 730.25 0.0618 0.0027 0.0727 � 140.00 0.0746 0.0021 0.0794 , 147.37 0.0851 0.0076 0.0812 � 150.00 0.0891 0.0077 0.1036 � 760.00 0.1043 0.0073 0.0873 767.37 0.7754 0.0071 0.0868 � 170.00 0.1195 0.0011 0.0893 , Servieeability-60 mph Wind 60 degree 30.00 0.0126 0.0020 0.0435 70.00 0.0656 0.0050 0.1113 . 80.00 0.0867 0.0057 0.1302 Page 15 Site Number: 305035 Code: ANSIRIA-222-G 02007-2o756yATCIPCLC. Al�ngntsreserved. Site Name: Salem MA 8,MA Engineering Number: 63738222 8/27/201512:44:49 PM Customer: VERIZONWIRELESS Force/Stress Summary 90.00 0.7174 0.0067 0.1526 700.00 0.7402 0.0076 0.1777 770.00 0.7733 0.0087 02007 720.00 0.2104 0.0099 0.2260 130.00 0.2574 0.0107 0.2442 730.25 0.2525 0.0706 0.2519 140.00 0.2967 0.0114 0.2702 147.37 0.3378 0.0118 0.2742 150.00 0.3451 0.0123 0.3152 160.00 0.3949 0.0122 0.2863 167.37 0.4313 0.0122 0.2851 770.00 0.4447 0.0122 0.2842 Serviceability•60 m ph Wind 90 degree 30.00 0.0128 0.0072 0.0438 70.00 0.0659 0.0031 0.7117 80.00 0.0877 0.0035 0.1304 90.00 0.7120 0.0042 0.1530 100.00 0.7408 0.0048 0.1781 710.00 0.1739 0.0054 0.2016 720.00 0.2713 0.0061 0.2276 130.00 0.2520 0.0065 0.2477 130.25 0.2531 0.0066 0.251 B 140.00 0.2974 0.0073 0.2704 147.37 0.3325 0.0077 0.2762 150.00 0.3458 0.0080 0.3076 160.00 0.3957 0.0079 0.2865 767.31 0.4320 0.0079 0.2854 770.00 0.4454 0.0079 0.2827 Serviceability-60mphWindNormal 30.00 0.0132 0.0018 0.0443 70.00 0.0670 0.0046 0.7730 , 80.00 0.0885 0.0052 0.7325 90.00 0.1137 0.0062 0.1545 100.00 0.1428 0.0072 0.7798 , 170.00 0.1762 0.0080 0.2043 120.00 0.2140 0.0091 0.2288 130.00 0.2546 0.0099 0.2493 130.25 0.2557 0.0099 0.2537 140.00 0.3003 0.0080 0.2726 147.37 0.3358 0.0064 0.2744 750.00 0.3493 0.0064 0.3322 760.00 0.3996 0.0062 0.2889 767.31 0.4363 0.0061 0.2867 770.00 0.4498 0.0060 0.2907 Page 76 �'z � rx-x-x-x-x-x-x-x-x-x-x-x-xJx ExisnNc csc oN \ / i N� CONCRETE PAD � 9, x�N TOP OF LATTICE TOWER miww�re18� �p � ELEV.=1�0'-03 A.G.L ��[ EXISTING UTILIN k�k PROPOSm VERIZON WIRELESS ��3 400 FBIBEXO PARKWAY BOARD ANTENW�S (TYP OF 3 PER WESTBOHOUON, MA � SECTOR FOR 3 SECfORS) �-� W' O�SSOPO�SEN�R20N 07381 % U, ExisTiNc . x "�� vERiZON \ EIEV.=760—Ot 0.G.L x �'��, EQUIPMENT �\ JACOBS• � SHELTEk E%ISTING VERIZON � PROPOSED RRH (7YP OF 3 WIRELESS ANTENNA ��s��p��s�EE��O�'�' ��' x \ PER SECTOR FOR 3 (T'P. OF 6) eos orv00un oa�o ISECTORS) k JUNCTION BOX a.SA (To REMniN) a�is�a�.�-s�=� % � (2 TOTAL) ON D(ISTNG �_� ,m�n xaz-eez. MOUNTING PIPE ExISTMG VERIZON I (PAINT TO MATCH) CABLE BRIDGE x \ � __" _ — EXISTING PANEL x \ � � I ANTENNA (TYP.) PROPOSm HYBRID COAx CABLE II `"' � � (7YP. OF 1 PER SECTOR, TOTAL � OF 3) TO FOLLAW EXI5fING � I I COA% ROU7ING I `/�p, � PROPoSED VERIZON WIRELESS �/ i ANIENNAS (TYP OF 3 PFR �� ^� � � I EXISTING XISTWG WHIP FENCED-IN ANTENNA (TYP.) SECTOR FOR 3 SECTORS) �=s X COMPOUND APPROVALS PROPOSm RRH (M' OF 3 I x PER SECTOR FOR 3 5��N� �p � SECTORS) 8 JUNCTION 80% �S. I � � 1A71DLORD (2 TOTAL) ON EXIS7ING MOUNTING PIPE C-� C-t ¢ 1EA51NG (PAINT TO MATCH) I o p� x EXISTING E%ISTING 170' � XISTING DISH I E�QUICONCRETE PAD SELF SUPPORTING I � ANTENNA (TYP.) ZONING TOWER I (NP.) O I II WNSRiUCPON ///... A8E I ��n,� I EXISiING � ACCE55 GATE w Ex15TING CABLE � �TMP�� PRQECT N0: EKS6NEDI BRI�GE (ttP.) g w � �RAWN BY: GPN r I / U � � CNEp(EU 9Y: PUI � � EXISTING 170' I ExisriNc sE�F suaaoRnNc SUBMITTALS 8 i EpUIPMENT � TOWER � SHELTER E i �x _ I I I OB 11 IS GBLE LENGTH ODDED 0 OJ/22/IS FOR REVIEW iws oocuuerrt rs nrt cr�nnw,oescu, a �k\ .\ I YERROH NIREIF55. N1Y WPIIGTCN PROPp1ry u�p COPVPoGxIED eAflK OL � N�k�%—%—x—x—x—x—x—x—x—x—x—x—%—x—X—x—xJ oAuserm�ourE�wiass wmrzH [OISGT 5 SfPoCRY PRq1lBllm. WPUG�W M'0 USE 8/WKfai4FM � _ M.EYGES LCR tXE NRPOSLS Of �� g LONOUCPNG iIEP UWFlILLY/LTIOIVRFD i � ExISTING �aurorsr un nouixmwarrt � $ nx+cnor+s rs srcanvur ruowco. EXISTING VERIZON 20 1B 0 6 1B FEET FENCED-W EQUIPMENT � e COMPOUND SHELTER HALF SCHLE NLL SCPLE f SCNE 1' . S'NLL SCNE(22"�34') cne� �r+cn+s: LYNN 3 1' � 10'XMi SGLLE(H'dT) HYBRID 6x12 CABLES: � ALPHA = 215' 488 HIq4AlID AVFNUE BETA = 215' SNFN.YA 01970 GAMMA = 215' r SIRUC7URP1 NO1E: STRUCTURAL ANALY515 ExISTING GRADE E AND APPROVAL OF THE TOWER PND ANiENNA HYBRID 1x1 JUMPERS: ELEv.=O'-0"3 AG.L. � MOUMS REOUIRED BEf'ORE INSTALLATION. q�pHp = �p� - BETA = 12' qo za o to 2o rEEr gTE PLAN AND F1EVA710N § GAMMA = 12' r+ur scuc ruu scn�� i rrcun. s y SCN.E: Y . 10' NLL SG�LE(43'�3a') - t' � m'NMs SCUE(ti•nY) AG.L - ABOVE GRADE LEVEL � ¢ = CENTER UNE ^-� V ^^ �- LTE i 1 SITE PLAN 2 ELEVATION �}S 72 �� oo � AWS EXISTING BOOM MOUNT � PCS-L7E ��re� 400 FHIBENO PAHKWAY WESTBOHOUON, MA Br� 075Bt 8� D(ISTING ANTENNA � � JACOBS' ExISTING p�_�� . .. qN5 �.me.�o�.�..N.00�w.o.ino. TOWER LEG NJ CONCAE55 SINFET SlX ROpt BOSiOX.N�03110 EXISTING s�Isn)v�_szrzrz PIPE MOUNT e�ron)za-sev 700 700 PCS-L7E 8$0 AWS PROPOSm I \x/ JUNCfION BOX � X X X / \ PROPOSED DOUBLE u \X/ �— —— — ANfENN4 CLAAIP X X / \ / \ i X X X X X X X X oOoo PROPOSED Xt' COA% JUMPERS � PCS-L1E �40 (7YP OF 2 PER SECTOR i0R PROPOSm PROPOSED EXI5fING PROPOSED - ' 3 SECTORS) &50 PROPOSED AWS RRH ANS PROPOSED ANTENNA (lYP OF 3 PER SECrOR FOR yoTEs: APPROVALS D(ISTING 17 ANfENNA 3 SECTORS) MOUNTING FRAME 1. /S VIEWED SfANDING BEHIND 7HE ANTENNAS. PROPOSED SECTOR RRH & 2 7VP�CAL FOR 3 SECTORS. VERIiY FlNAL AMENNA LNIDLORD 1 JUNC710N BOX ATTACHED TO DESIGN SHEEf PRIOR TO CONSRiUCTION. LFA5ING �_Z TOWER LEG W/PMRU3 STRUCTURAL NOTE: STRUCTURAL ANl�L7515 BRACKEf (TYP.) R.F. . AND APPROVAL OF THE TOWER AND AMENNA '�, MOUMS REQUIRED BEFORE INSTN.LATION. ZONING �i CONSIRUC110N 1 RRU/JUNCTION BOX MOUNTING DETAIL 2 ANTENNA MOUNTING DETAIL 3 ANTENNA CONFIGURATION , p g E cer+eau Nores: NPNA ALPMN �'MN BEfA BEfA BEfA GAMMA GAMMA GMIMA AWS PCS 700 q�ys p� 700 AWS PCS �� 1. SOME E%ISTING ANO PROPOSED INFORMATION NOT SHOWN FOR IXMITV. PR0.fCT NP. EKS6NE01 X \ / � \ � \ � \ / \ / \ / \ / 2. NORfFi SHOWN AS APPRO%IMATE. ,X� X ; ,X� X ;� ,X� 3. IXISfING MIiENNAS SHOWN AS APPRO%IMATE. ELEVATION BASED ON D(ISTING ORAWN BY: GPN / \ INFORMATON AND VISUAL INSPEC710N AND HAVE NOT BEEN VQtIFlED THROUGH AN \ / \ / \ / ANTENNA MAPPINC. CHECKE�BY: PUA qq7Q.�Np x x x X X x X x x 4. PUNS BASm ON AWS DRAWINGS ISSUFD BY DEWBERRY ENGINEERING ON 04/07/15 X � � / \ / \ � / \ � � AND FlELD OBSERVA710N DURING SRE VISR BY JACOBS ON 07/O6/15. X � � 5. AMENNAS TO BE INSTALLED PER TOWER MANUFACTIRER RECOMMENDATIONS AND SUBMITTALS TOWER SfF2UCTURAL ANALV515 SPECIFlCATIONS. \ / \ / \ / \ / 6. REUSm EXISTING ANTENNA MOUN15 AND COA%. INSPECT FOR DAMAGE OR DECAY AND .o COAX / \ / \ � x x x x X X REPLACE AS NEEDED PER SfRUCTURAL ANALY515. / � / � 7. CONiRACTOR TO VFR�FY FlNAL AN7ENNA DESIGN PND N071FY CARRIER AND ENGINEER WITH ANY DISCREPANCIES PRIOR TO THE INSTAUATION. � B. IN5fALL ALL EOUIPMENf PER MANUFACNRER'S RECOMMENDATIONS. AWS � PCS PCS 9. ALL EQUIPMENT SHALL BE 6ROUNDED PER VQ2IZON WIRELE55 SfANDARDS AND 1 OB 11 15 GBLE IENGTH ODDm - A� �5 � A� � P�S MANUFACTURER'S RECOMMENDA710NS. 0 01/PP/15 FOR REVIEW RRH RRM RRH RRH RRH RRH RRH RRH RRH �0. EOUIPMENT MOUNfING DEfA1L IS PROVIDED AS SCHEMAIiC IN NA7URE WITH SUGCESTED PART NUMBERS, ACNAL PARTS, MOUNTING MEfHOD, LOCA710N AND ORIEt1fATON MUS'f TM5�uirtM s ria cAranax,ocscu, - BE IN ACCORDANCE WffH TFiE STRUC7URAL PNALY515 OR CONFlRMED WffFi TF1E °�o^'""o cnmacxrto womc a HYBRID 1-PAIR SfFtUCTi1RAL ENGINEER THAT COMPLEfED THE REPORf IF NOT PROVIDm. w u�s �wniw i�wias�wa�mrN� � FlBER/POWER 11. ALL PROPOSED EOUIPMENT INCLUDING ANIENWS, COAX, SURGE ARRE5fOR5, RRU�S, �axsua 2 marnr vaaumrto. LC. JUNCTION BO% wwcvia+.wo usc er corFinaurt � ETC. SHALL BE MOUMm IN ACCORDANCE WffFi THE SfRUCR1RAL ANALYSIS (BY wcxacs rox ixe waros¢or W/SURGE . pn{QZS� couwcnuc�w uxrvuv uimarerzm ^ i¢cuuroar un wmxmrumc '8 12. ALL DIMENSIONS TO, OF, AND ON IXISfING BUILDINGS, DRAINAGE STRUCTURES, AND nap;rpys 5 swnnvur.uiowm. LG. JUNCTION 80% SIiE IMPROVEMEN�S SHALL BE VERIFlED IN FlELD 8V COMRACTOR PRIOR TO ALL W/SURGE FABRICATON. ANY DISCREPPHCIES SHALL BE REPORTED IMMEDIAIELV TO ENGINEER. 13. CONSTRUCfION SAFEfY SFi4LL BE THE SOLE RESPONSIBILIfY OF THE CONfRACTOR. e ON TOWER � THESE ORAWINGS DO NOT INCLUDE NECESS4RY S4FE7V COMPONEHTS. „ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14. BRACE SfRUCTURES SUCH !S LATERAL BRACING, ANCHOR BOLTS, EfC. SWLLL BE INSfALLEO UNTIL ALL STRUCTURAL ELEMENTS REACH TO REOUIRm SfABILfIY. LYNN 3 15. INCORRECRY FABRICpTED, Q4MAGED, OR OTHERWISE MISFfITING OF NONCONFORMING MA7ERIAIS OR CONDITIONS SHALL BE REPORTED TO iHE OWNER PRIOR TO REMEDIAL � HYBRID 6z12 FlBER/POWER OR CORRECTIVE AC710N. ANY SUCH REMmIAL ACTION SHALL RE�UIRE WRffTEN ��UE - APPROVAL BY THE OWNER'S REPRESEMATIVE PRIOR TO PROCEEDING. r LG. JUNCTION BOX LG. JUNCfION BO% 16. EACM CONTRACTOR SHALL COOPERATE WITF1 THE OWNER'S REPRESEMATNE AND W SURGE W SURGE COORDINATE HIS WORK WITH THE WORK OF OTHERS. _ I � 17. REPAIR ANY DAMAGE DURING CONSTRUCTON TO MATCH IXI$'fING PRE-CONSTRUC710N . CONDffI0N5 TO 7HE S4TISFACTiON OF TIE CON5fFtUCTION MAWIGER. p�pn$ - 18. CONTRACTOR SHAIL SUPEFMSE ANO DIRECT THE PRQIECT �ESCRIBED HFREIN. e CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, EOUIPMENT SHELTER METHODS, TECHNIOUES. SEOUENCES AND PROCEDURES AND FOR COORDINAIING ALL ''g PORTIONS OF THE WORN UNDER 7HE CONiRACT. "s 19. REUSE IXISTING ANTENNA MOUNfS AND CQ4X. INSPECT FOR DAMAGE OR DECAY AND � REPL4CE /5 NEEDED PER 57RUCTURAL ANPLYS15. � 20.CONTRACTOR TO VERIFY FlNAL ANTENNA D61GN AND NOTIFY CARRIER AND ENGINEER C�2 WITH ANY DISCREPANCIES PRIOR TO 7HE INSTALLATION. ' i4 RRH DIAGRAM 5 GENERAL NOTES �� "�� re� 400 FXIBERG PAXKWAY WESTBOROUOM, MA ouei JACOBS' ,.�.�..�,�...,.�a�.o.,�a ]1]CONCPE55 S1PEEi S1H ROOP BOSLON.N RL(61))NS-9333 A[(61))E�3-993� APPROVALS COMMSCOPE SBNHH-1D65B ANfENNA AAIPMENOL Hf4C631BR000G ANfENNA C55 ANfENNA INC X7C-480-0 ANTENNA �µDLORD DIMENSIONS: 72"z11.9'z7.1' DIMENSIONS: 94.9'z20.59'x7.1' DIMENSIONS: 50.5'x12.5�x7.8' WEIGM: 40.6 LBS. WEIGHT: 69 18S. WEIGHT: 20 LBS. �p51NG R.F. ZONING CONS7RUCTION 1 COMMSCOPE SBNHH-1 D656 ANTENNA 2 AMPHENOL HT4C6318ROOOG ANTENNA 3 CSS ANTENNA INC X7C-480-0 ANTENNA A g E PROJECT N0: EKS6NE01 DRAWN BY: GPN qiECKED BY: PLA1 �I MOUMINC PIPE SUBMITTALS �,, �� SECURE PIPE MOUMING , SOLAR SHIELD SCM40 PIPE (7�0 O.DJ REMOTE RADIO HEA� BRACKETS WITH d'0 ! (PCS B25 RRH4z30) (',q�y, GRADE 5 BOLTS ' (55 l85) ¢ �*� SECURE PIPE MOUNTING MOUNfING PIPE 2�' SECURE TO MOUNTING � BRACKEfS WITH a'0 �• SCH40 PIPE (7� O.D.) PIPE W�'0 I OB 11 15 CPBLE LENGTH PDOm € GRLV. GRPDE 5 BOL75 G4LVANIZED U—BOLTS ' (IYP. OF 2) 0 0]/21I15 FOR REYFN P�PE nus oacwerrt s TMe cxunox,ocsicx, � � �SUPPLlEO PIPE arsovom wm corvaartco r�ua�or p�pE MOUNIING BRACKEf ouss miw�sixr�s w�nm�vni� _ N o 0 0 0 ou uv u�ixaai.w�usY[e�r°xs�xucirt 3 � N M CONOWTNG�TIEIR UN5LLLY5�NRHqtIZm 17 12�f REGIIU�ORY M'D ICUIN6RL,lrvE � NUC1i0x5 i5 SffC6itNlY aLLOwFD. a "•* � � �� PIPE MOUNi1NG �ou�m PIPE � � �� SHIELD � BRACKEf 7YP. OF 2 � BRACKEf SECURE TO MOUNiING PIPE SUPPLIm AIOUMING U BOLiS (TYP?OF 2) LYNN 3 REMO7E RADIO HEAD BRACKEf � PIPE � I88 HIqRAIIII AVENUE ? (RRH2X60—AWS) 55 IEs SAlF1A YA 01970 �a EID�1Q SIQE ^y' IARGE JUNCfION BOX: RACAP MODEL NO.: DB—B1-6C-12AB—OZ � DIMENS�ONS: 19�(e Mx1Qti'�Wz15Y�D WEIGHT: 32 LBS �TAIL$ s S � C-3 �4 ALCATEL WCENT (ALU) LTE 2100 RRH2X60-AWS 5 ALCATEL WCENT (ALU) LTE 1900 PCS 625 RRH4X30 6 RAYCAP JUNCTION BOX �� f �'-"-"-x-`-"-"-x-x-`-'-x-"�x ExISiING CSC ON \ / i k� CONCRETE PA� � � k�N TOP OF LATTICE TOwER �ainw�re�� EXISTING UTILItt \k� ELEV.=770'-0f A.G.L ��f�� I BOARD X PROPOSm VERIZON WIRELESS ��3 400 FRIBEBO PABKWAY � % \ ANTENWS (7YP OF 3 PER WESTBOROUGX, MA SECTOR FOR 3 SECTORS) �-3 �k OF PROPOSED VERIZON OM87 x �a, ExISTING y' WIRELESS ANTENN45 � vER¢oN \ ELlY.=160-Ot AG.L x 3��, EQUIPMENT y'\ JACOBS• `So SHEITER EXISTING VERIZON � { PROPOSED RRH (ttP OF 3 wIRELEss ANTENNa ';,�'x��s°�s��°"�`�°'��'' x \ PER SECTOR FOR 3 (T'P. OF 6) sTM aooa I SECTORS) h JUNCTION BOX 45.8 (TO REMAIN) eEosas.uzzxgi3zz X � (2 TOTAL) ON D(ISTING �_3 n.mii�i.z-sm. EXISTING VERIZON I (PNM TO MATCH) CABLE BRIDGE x \ ❑ I EX6TING PANEL -— � — — ^ I ANTENNA (TYP.) PROPOSm HYBRID COAX CABLE % \ `"' � I a f (7YP. OF 1 PER SECTOR, TOTAL I I � OF 3) TO FOLLAW IXISfING I � � COA% ROUfING /�p � PROPOSED VIItIZON WIRELE55 �� V U I EX6TING XISTING wHIP ANfENNAS (TYP OF 3 PER �� \ FENCED-IN AMENNA (NP.) SECTOR FOR 3 SECTORS) � � COMPOUNO APPROVALS PROPOSED RRH (TP OF 3 � ��- Q % J PER SECTOR FOR 3 SECfORS) & JUNCTION BO% 4b, I Z � (2 TOTAL) ON EXISTING C-y� x ¢ MOUNTING PIPE �-� 1FA51NG (PAIM TO MATCH) I o R.F. x EXISTMG EX6TING 1�0' � XISTING DISH I ONUCONCRETE PAD SELF SUPPORTING I o qNTENNA (TYP.) ZONING TOWER I (TYP.) O I II CONSiRUC110N r A& E I �h� I ACCE55 GATE w I �� EXISTING CABLE , ��TYP�) s PRQECT N0: ENSfiNE07 6RIDGE (NP.) �y w � � � DRAKN BY: GPN i / U � CNECKED 6Y: PlM � ' . G � � EXISTING 170' EXISTING � sE�F suPPORriNc SUBMITTALS EQUIPMENT � TOWER $ x SHELTER F x �K ^ I OB 12 15 CABLE IFNCiH PDDFD � I I 0 07/12/15 FOR REVIEW I I T6 DOC�uEM b iNE CIEAMNI,o66N, 3 `k\X\ mavmrc u�o mrrmcmeo v.oim ar .' �mrox na¢cs. ury wcuanox oA us[rmxour[mran xxmEx - canswr rs srtacnr wronimtm. 's X�k�x—x—x—x—x—x—x—x—x—x—x—z—x—x—x—x—x our�unw,wouscarm.Exxuw` ��. - �aEs rax me vuavosEs ar '�� W�011CTNG 11ER UWNLLY WIXMRm EXISTING ��u*om'uo�ouixSmwrnE EXISTING VERIZON ��S 5 SPEaRLULx NLaXEo. II 29 1B 0 8 ta FEET FENCED-W EOUIPMENT . y COMPOUND SHELTER k HHLF SCNLE FULL SCALE scua 1' � 5 NLL SCNE(71'a3a') cnetF �r+cn+s LYNN 3 � r - io' Nus scue (�r.ir� HYBRID Bx12 GBLES: � ALPHA = 215 � 488 HIpIIAND AYENUE - BE7A = 2/5' SMEY.MA 01970 CAMMA = 215' k SfRUCTURAL N07E: STRUCiURAL ANALY515 EXISTING GRADE E AND APPROVAL OF THE TOWER AND AMENNA HYBRID 1xt JUMPERS: ELEV.=O'-0"t A.G.L. � MOUMS REOUIRED BEFORE INSTALlAT10N. q�pHp = �p� � BETA = 12' 40 20 0 �0 2o FE[r �� An� g GAAIMA = 12' HrILF SCALE Fl1LL SCALE i crcun. § � SG�lE: t' - 10' Fuu SCALE(22'�3a') �G.L =ABOVE GRADE LEVEL I j t' � Zo'NALF SCntE(11'v1Y) I CINTER LINE �.� �1 SITE PLAN 2 ELEVATION �� . �f �� AWS EXISfING BOOM MOUNT � PCS-LTE YeI�WIIBIB38 400 FHIBENO iANKWAY WESTBOFOUOX, NA g� 01687 8� DIISTINC ANTENNA JACOBS' ExISTING p�_�� ,. qW5 TOWER LEG ��aea�e�o�n..wro o�o�.c,��.o. NJ CONLPE55 SiPE TI RWR BOSiOH.M�03t10 .Ek�ST�NG I¢(61»3�3-933z PIPE MOUNT .- I p �(a��)zu-sea � 7ap '... _ �..� �00 PCS-LlE &50 AWS F PROPOSm \ / JUNCfION 80% � X X X /\ \/ PROPOSED DOUBLE "� X X X / \ ` ANTENNA CIAMP i X X X �G X X X �G ' 0 0 0 0 � PROPOSm 14' COAx JUA�PERS � � PCS-L7E 700 (lYP OF 2 PER SECTOR GOR PROPOSED PROPOSED IXISfING PROPOSED - 3 SECfORS) &50 PROPOSED AWS RRH AMS PROPOSED ANfENNA (7YP OF 3 PER SECfOR FOR �� APPROVALS IXI5fING 12� ANTENNA 3 SECTORS) MOUNTING FRAME 1. 0.5 VIEWED SfANDING BEHIND 1HE ANTENWS. PROPOSED SECTOR RRH Q 2. 77PICAL FOR 3 SECTORS. VQ21FY FlN4L ANTENN4 UNOLORO 1 JUNCTION BOX ATfACHED TO DESIGN SHEEf PRIOR TO CONSTfiUCfION. i caclNG �_Z TOWER LEG W/PMRU3 $TRUC7URAL NOIE: STRI/CfURAL AW1LY515 BRACNEf (IYPJ R.F. AND MPROVAL OF 7HE TOWER AND AMENNA MOUMS REOUIRED BEFORE INSfALLATON. ZONING CONSTRUCIION 1 RRU/JUNCTION BOX MOUNTING DETAIL 2 ANTENNA MOUNTING DETAIL 3 ANTENNA CONFIGURATION A� E GENERAL N07ES: ALPMA ALPFW NPHA BEfA BETA BEfA GAMMA CAMMA GA�.iMA PRQECT Nh ENSfiNE01 AWS PCS �00 p�y$ PCS 700 AN5 PCS 700 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR IXMffV. X � � \ / \ / � \ / � � 2. NORfH SHOWN AS MPRO%IMA7E. X X X 3. D(ISfING FN�ENNN/�S SHOWN AS APPRO%IMATE. ELEVA710N &SED ON IXISTING DRAWN BY: GPN � � � � INFORMATION AND VISUAL INSPECTION AND FiAVE NOT BEEN VQtIFlED 7HROUGH AN ANfENNA MMPING. qP�7ENNA x x x x x x x x x 4. PLANS B/SED ON AWS DRAWINGS ISSUED BY DEWBERRY ENGINEERING ON 04/0�/15 aECKED BY: PLM X � � � � � � � � AND FlELD OBSERVATON DURING SrtE VISfT BY JACO85 ON 07/06/15. 5. ANTENNlS TO BE IN5fALLED PER TOWER MrWUFACTURER RECOMMENDATONS AND SUBMITTALS TOWER STRUCTURAL ANALYSIS SPECIFlCATIONS. 6. REUSED IXISTING PMENNn MOUNfS AND COAX. INSPECT FOR DAMAGE OR DECAY AND . C� � � � � � � � � � REPLACE 0.S NEEDEO PER 5fF2UCfURAL ANALKIS. �� 7. CONTRACTOR TO VERIFY FlNAL PNTENNA DESIGN PND NOTFY CARRIER AND ENGINEER I . WfiH ANY DISCREPANCIES PRIOR TO THE INSTALlA710N. : 8. INSTALL ALL EOUIPMENf PER MrWUFAC7URER'S RECAMMENDATIONS. E 9. QL EOUIPMEM 5144LL BE GROUNDm PER VQtIZON WIRELESS SfANDARDS AND � OB 14 15 CAALE IENCTN PDDED _ qy/5 P�5 PCS py5 p�5 p�S AWS PCS PCS �UFACTUREfYS RECAMMENDATONS. 0 0�/27/15 FOR REVIEW RRH RRH RRH RRH RRH RRH RRH RRH RRH 70. EOUIPMQJT MOUNTING DETAIL IS PROVIDED AS SCHEAIATIC IN NAIURE WITH SUGGESTED PART NUMBERS, ACTUAL PARI'S, MOUMfING METHOD. lOCA710N AND ORIEMAlION MUST *x�s�uucNr a ixc caunw,oescrv, - BE IN ACCORDANCE WITH 7HE STRUC7URAL PNALY515 OR CONFlRMm WRF7 hiE �+°PF^�''""o rorrmcxrto xn�a FIYBRID 1-PAIR $'fRUCTURAL ENGINEER TFiAT COMPLETED 1FiE REPoRT IF NOT PROVIDm. oa�uff�x�rss�p�w�nox x FlBER/POWER 11. ALL PROPOSm EQUIPMEM INCLUDING PNIENNAS, COAX. SURGE ARRESTORS, RRU�S, ��is s�crtv vaanertm. 3 LG. JUNCf10N BOX ETC. SHALL BE MOUMm IN ACCORDANCE WITH THE STRUCfURAL ANALT515 (BY �r�i�d¢roa TMc�wa�aosc�s a�� _ W/SURGE . pTM� coHourn�ncw uwrvux wmomzm � xcuuram un wmxrsm�irrt & 12. ALL DIMENSIONS TO, OF, AND ON EXISfING BUILDINGS, DRAINA6E SfRUCiURES, AND nmc�qxs rs sv[anrx�r auw.w. • LG. JUNCTION 80% S�fE IMPROVEMENTS SHALI BE VERIFlED IN FlELD BY CONTRACTOR PRIOR TO ALL - W/SURGE FABRICATION. ANY DISCREPANCIES SHALL BE REPOR'fED IMMEDIATELV TO ENGINEER. 13. CONSTRUCTION SAFEfY SHALL BE THE SOLE RESPONSIBILIfY OF THE CONTRACTOR. � ON 70WER 7HESE DRAWINGS DO N0T INCLUDE NECESSARY SAFEIY COMPONENiS. „ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 14. BRACE STRUCRIRES SUCH AS LA7ERAL BRACING, ANCHOR BOLTS, EfC. SINLL BE INSTALLED UNfIL ALL 57RUC7URAL ELEMEMS REACH TO REOUIRm STPBILITY. LYNN 3 15. INCORRECTLY FABRIGTED, DAMAGED, OR OTHERWISE MISFITfING OF NONCONFORMING ' MATERW.S OR CONDITIONS SHALL BE REPOR'fED TO THE OWNER PRIOR TO RQAEDIAL qgg HIpIWID AVENUE � MYBRID 6z12 FlBER/POWER OR CORRECTNE ACTON. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRIfTEN S� �A�970 ' APPROVAL 8Y THE OWNER'S REPRESINfA7NE PRIOR TO PROCEEDING. y 16. EACH CONTRACTOR SHALL COOPERA7E WffH THE OWNER'S REPRESENfATIVE M!D LG. JUNCf10N BO% lG. JUNCT�ON BO% COORDIN47E HIS WORK WIfH THE WORK OF O'fHERS. � W/SURGE W/SURGE 17. REPAIR ANY DAMAGE DURING CON5fFtUCfION TO MATCH D(IS11NG PRE-CON5fFtUCTION y CONOffIONS TO THE SATISFACTION OF 1HE CONSTRUC710N MHNAGER. pE7puS - 18. COMRACTOR SHALL SUPERVISE AND DIRECT THE PR0.IECT OESCRIBED HEREIN. CONiRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, i EOUIPMENT SHELTER ME7HOD5, 7ECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATNG ALL PORfI0N5 OF THE WORK UNDER THE CONTRACT. *" 19. REUSE IXI5fING ANTENNA MOUMS AND COA7C. INSPECT FOR DAMAGE OR DECAY AND � REPLACE 15 NEEDED PER STRUCTURAL ANALY515. � 20.CONiRACTOR TO VERIFY FlNAL ANfENNA DESIGN AND NOTIFY CPRRIER AND ENGINEER C�2 � WITH ANY DISCREPANCIES PRIOR TO THE INSTAUATION. �4 RRH DIAGRAM 5 GENERAL NOTES �� .�e� 400 FXIBEPO PARKWAY WE6TBONOUON, MA 07687 JACOBS' .YaeM EnOlnwrl^O OreuO.Iro. NJ CONGPE55 SIPEEi S1X ROpi 1El(61))u3�3�93t] Rr(61J)3�3-9B3t APPROVALS COMMSCOPE SBNHH-1D65B ANfENNA AMPHENOL Hf4C6318R000C ANfENNA CSS AMENNA INC %7C-480-0 ANTENNA �qryDWRD DIMENSIONS: 72'x11.9'z7.1' DIMENSIONS: 94.9'x20.59'x7.1' DIMENSIONS: 50.5'x12.5'z7.8' WEIGHT: 40.6 LBS. WEIGHf: 89 185. WEIGHT: 20 LBS. �A51NG R.F. ZONING CONSfRUCT10N 1 COMMSCOPE SBNHH-1D65B ANTENNA 2 AMPHENOL HT4C6318ROOOG ANTENNA 3 CSS ANTENNA INC X7C-480-0 ANTENNA A�` E PR0.ECT Ntr. IXS6NE01 IXiANN BY: GPN CHECKEU BY: PlN MOUMING PIPE SUBMITTALS aF� SECURE PIPE MOUMING SOLAR SHIELD SCH40 PIPE (Ta0 O.DJ REMOTE RADIO HEPD BRACKETS WITH �"0 (PCS B25 RRH4z30) �V. GRADE 5 BOLTS �B �t.� SECURE PIPE MOUNTING (� �, �� SECURE TO MOUNTING MOUNfING PIPE BRACKEfS WITH a'0 �• SCH40 PIPE (� O.D.) PIPE W�0 ) OB I2 15 CRBLE LENGiH PDDEO E GALV. GRADE 5 BOLTS G4LVANIZED U—BOLTS - (TrP, ov 2) o o�/sz/is roR Rchnr ry � PIPE iws ooeuuwr a ixe cru�.aescx. SUPPLIED PIPE P��"u+o o�vracrmn womc a PIPE vm¢w+rexc�ss. urc ouwunou s MOUNfING BRACKEf q(�g y�fp�[,ypPE55 MAIfiEN � * N o 0 0 0 ou ua uro�i u+o�osc a��cov�wiiucw . i� � coimucnxc�x uwruur wixaxrzm ' ; n 12'3 ccuu oar rno.nuwmn�mc` u I I�t NNCllp5 IS SPEGiY'.N1T RIIOMFD. � 5p� � SUPPUFA PIPE � � SHIELD PIPE MOUNfING MOUNTING � € fgQy[ � BRACKEf 7YP. OF 2 gpq�K�7 SECURE TO MOUMING PIPE SUPPLim MOUNiING W/�0 GALVANIZED LYNN 3 U—BOL75 (7YP. OF 2) " REMOTE RADIO HEAD B�K� �� PIPE cinr 4gg b(y�LANp A�ENUE � (RRH2X60—AWS) 55 16s $,�{�M YA 01970 n � � y IARGE JUNCTION BOXe E RACAP MODEL NO.: DB—B7-6C—t?AB—OZ S DIMENSIONS: 193(e Hz1Q�'�Wx153'�D , y WEIGHT: 32 LBS D�{W�$ � x C-3 �4 ALCATEL WCENT (ALU) LTE 2100 RRH2X60-AWS 5 ALCATEL LUCENT (ALU) LTE 1900 PCS B25 RRH4X30 6 RAYCAP JUNCTION BOX ��