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HomeMy WebLinkAboutBuilding Permit #1027-15 - 401 ANDOVER STREET 6/9/2015 � s.• a w a .f'I[� ��� Of No STM h-p �N 1 ` BUILDING PERMIT Y�1tt I1� � 1� TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received 0 LAI. ,r ��ss�► Date Issued: J cHus I PORTANT:Applicant must complete all items on this page LOCATION �O I C1 f\60 Q-() C Print PROPERTY OWNER �) U(1f1 fit U fz 22 Print � MAP NO: PARCEL: J ZONING DISTRICT: Historic District yes no Machine Shop Village yes (no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family �$(Addition ❑Two or more family ❑ Industrial Alteration No. of units: Commercial fl�Repair, replacement ❑Assessory Bldg Cf Others: ❑ Demolition ❑ Other e 100pt �; .e ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer �JtJy4�J lv d� lc� P.fiS� �nG G r�L nnckS n-e1"'l oy"e (o `1,exd►o c�� . la P ►�� �c� .a v�c-,� �Gri 1nc,)x-e,-s w-- Identification Please Type or Print Clearly) } ,r� r OWNER: Name: c7 �l U�m - �C U1b+ Phone:(Dl-]--1 'bb--�--Mo. a Address: 1i L '(N C1C)0VP-( MP- CONTRACTOR Name: Phone: warn ��CC? ' ICU:�cl.t � Address: Lici Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITEC '/E NEN�1-,vl%r\M Phone: 8 -5��-SSS3 Address:_11ooc) c��ood S-4 . C\• i�tlac� �� �Mr� Reg. No. Li o'7a-O FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED cC�OST BASED ON$125.00 PER S.F. Total Project Cost: $ �c�,aa O FEE: $ /t Lt Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner�e Lbfl Signature of contractor coma* 100 ._ ' BUILDING PERMIT o� NORTy q tt"6D 6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 70 4 ° * Permit No#: Date Received �RoDw4TED gSSACH�1`��� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial 0 Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ElSeptic ElWell ElFloodplain 0 Wetlands El Watershed District p Water/Sewer - - - — - --- - DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: Address: . Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of AgentLi -_-p-r— Signature of of Location No. Date 1 . - TOWN OF NORTH ANDOVER • T LED 7646 Certificate of Occupancy $� Building/Frame Permit Fee $ � Foundation Permit Fee $ Other Permit Fee $�� m' TOTAL $ Check# 3 7 ''� wlding Inspector M w � Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL + Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimling Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Siqnature COMMENTS . L Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street iFIRE DEP RTjAjgE Qj Ternp Dump,'s .113 n sife dyes � rno� Fire De artment,isi. nature/.date�r��_ ti Plans Submitte� Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑tel//�� ❑ COMENTS NSERVATION ❑ ❑ COM NTS DATE REJECTED DATE APPROVED H LTH ❑ ❑ COM NTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Ylalnning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS i' Dimension Number of Stories: , Totals square feet of floor area based on Exterior dimensions. i q Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA-- (For department use) El Notified for pickup Call Email Date Time Contact Name Doc.Building Pennit Revised 2014 i Building Department II The following is a list of the required forms to be filled out for the appropriate permit to be obtained. i Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And pp Hydraulic Calculations (If Applicable) � y . Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products IN OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 NORT►y q Town of E II, ndover o . _ :..: a.l to , No. h , ver, Mass, G C, Ir CO C"ICNlwIClt` �.9 A�R'�TEo APP,1' S U BOARD OF HEALTH Food/Kitchen PERIT T LD Septic System THIS CERTIFIES THAT �.. 7,CYAT BUILDING INSPECTOR ....... ....... ..... ... ..........................................................,.... I has permission to erect.......................... buildings on .... ..�..1.......prrjovm.....�.,...... Foundation Rough to be occupied as .....Up.... .(..4.�........ . .. ........A.A. A�I iC..�. ........... Chimney provided that the person accept g this permit shall in ev ry respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 M TH ELECTRICAL INSPECTOR UNLESS CONSTRU S S Rough Service ........ .... ........ ... . ................................ Final BUILDING INSPECTOR - GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Mach 1.3,2015 . II Atlaatie Mobi—le oI'Massa usct Oq)oration,Ltd-,d<,h-ffi,Vents Wirele. 400 F nb Parkway "Vestbarou� MA 01581 Attention: Network Real'1ESt`t RE' 'VeTizOn WiruIcss.Anteima Installation 401 Anduvcr Stet North Andover,Mw=hugetts,01945 bear-Nctwork_Rcul Est�ite- Mara r; Th'row h a leasehOld intereSt''Vc.:rimn Wheless:has radio equipmc t,2mcnnas and ancilla V, - ry c quiptymm bated at the above referenced site_1.have been in o d that n`" lc wild br:modify the"jging artt:ema:ill lat on at 401 .An;dover Street,North.+tted ver;l s husetts 018-45. 1 urklersm, d that verizor7.w-iml . ill talace (3)700 MlI'z Antfmnas with(6) 7'O�S.Dualt�sad ant�.►�a�F , e o 3 Smst4 J cion and. x4 lybrsd cable lRmme CS t~!)MA EcluipuwuL Install(3) lame junction rim es on the rOOROA(1.)per sem)—r. Install (�3 unetion � lar ,j les mar s,uilamcni- llI l 6X:12 Hbrad�C'ablzs fir the pqtll'PM ilt to e3oh seMr..lns�ll LTE RRHI's and(3),PGS Ll`fffl-se As am autli Iia /ad rent 1.hc;rcb;Y eORsMt to this-work and authorlIze 'Verizon Wireles-%to apply any and all permits tbsit nnay be nmuiTed liar this, oject. Sincerely. n M Tanya,`I'rer . Plum 2'Crust 401 A r do mr invi Ikvrth.Andover-MA:'p1'$45 I I Hudson 0D Design Group= May 12,2015(Rev.1) veriZon 400 Friberg Parkway Westborough,MA 01581 RE: Structural Assessment Site Name: Andover 2 MA Site Address: 401 Andover Street North Andover,MA 01845 To Whom It May Concern: i Hudson Design Group LLC (HDG) has been authorized by Verizon Wireless to perform a structural assessment on the existing antenna mounts located at the above referenced site. Based on our evaluation, we have determined that the existing antenna mounts ARE CAPABLE of supporting the proposed antennas. Reference the HDG lease exhibit drawings dated May 12,2015 for the antenna locations. Wind load will not be gpglicobje in this case due to the proposed antennas being installed behind the existing FRP screen wall system. HDG is under the assumption that the existing FRP screen wall system has been constructed properly and located over structurally adequate roof beams and/or columns. This assessment was conducted in accordance with EIA/TIA-222-G,Structural Standards for Steel Antenna Towers and Antenna Supporting Structures, Massachusetts State Building Code (8th edition), International Building Code 2009, and ASCE 7-05. This determination was based on the following limitations and assumptions: 1. Equipment and locations should not deviate from the construction drawings without written approval of the engineer. 2. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 3. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. 4. All antennas, coax cables and waveguide cables are assumed to be properly installed and supported as per the manufacturer requirements. Please feel free to contact our office should you have any questions. MOF C' Respectfully Submitted, oa CANIEL P. yG Hudson Design Group LLC - HAMM 0 CIVIL y o.40720 Michael Cabral Dan I P. Hamm, PE Structural Dept. Head Prin ipal p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 1:413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,MA 01027 1 Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supen icor License: CS-078888 John G McGillicudjfy 65 Governors Roag , ° Milton MA 02186' J*f] Expiration Commissioner 07/11/2016 i The Coinnronwealtlt oflltassachtrsefts Deparfntertt of rndus&kl Aeetdentr Office ofbtvesh'gations 600 A'ashington Street Boston,MA 02111 www a rasa gov/ruQ Workers' Compensation Insurance Affidavit: Builders/Contractors/Etectrieians/Plambers A lucent Information Nagle � Please t L 'bl (� mess/OrganizatiodIndividusl); :C.3 `t� C�i Sl.i Address: it c &S O U C1 /State/Z' : �C`-- �1 ()(9t- f Phone#: �S 1 t Are yea art employer?Check a appropriate box: _ I 1 I am a employer with 3 5 4. [] 1 am a general cootmctor and I T�of prof(required): 2.0 employees(full and/or part-time).* have hired the sub-contttactora 6. 0 New construction 1 am a sole proprietor or partner- listed on the attached ship and Gave no employees These sub-coptractpta hays 7 ❑Remodeling worlaag for me in any capacity. employees and have world' 9. 0 Demolition [No workers'comp.insurance comp.iasuranro.: 9. 0 Building addition rel 5. 0 We are s corporation and its I o.p Electrical r 3.❑ I am a homeowner doing all work officers have exercised their eP or Laddlonsnsyself.[No workers'comp. right of exemption per MGL11.0 Plumbing repairs or ditions Insurance r��d-]t c. 152.§1(4),and we have no 12.0 Roof repairs 3a.❑ 1 am a homeowner acting as a �. Broad Contractor(refer to#4) IOS'eq [No workers' I JV Other N comp.inamuXe requited.] "wF' "Any epptieaat dugehab bmt pl tarot also tiU our the iecdan below HO ea who submit lhia ail avit it>c eattuua d aoeivaa°-O�cd�olieY�mmatiae. tcontnet1-that check this boot mita an" .urs&8� aii w and rhes arse oubttzbMtk eootractots must submit a oew nen *0- It the sub-esnv have euV*-aes.whey IDsmn - �. the,tame o t�thr did aloe whether or net wt aeaona aura. P"vide than st+u*cn 5our .Valley number. tbore eatitita have am yer that i s proWdiag x orkeracompenT"oninfonnadam --I- iirsavayce forr `` �my e�oye'ei Below it the P 0147 blob site Insurance Company Name: Policy#or Self-ins. Lic.#: D GR_ ' -.. Expiration Date: Z Job Site Address: `�- Attach a Copy of the worked'compensation polity declaration ■ e(showingC�'/State/Zip: fiailum to secure coverage as required under Section 25A of MGL . 52 can leadtohthimposition number and explrathoa daft). fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of OP WORK ORDER dRE and a fine Of up to S2S0.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage erification. I do hereby certl.&under the paters and cal rrry that the nrfonrration provided abovtr Is tree and corrrd Official use only. Do Trot write in this area,m be completed by city or town official City or Town: itavins Authority(citric one): Permit/License# I.9oard of Health 2. Building Department 3.City/Town Clerk 4.Electrical6.Other Inspector S. Plumbing int Pect orCootact Person: Phone#: I i DATE WIDD+YYYYI AC401CO CERTIFICATE OF LIABILITY INSURANCE 12/27/2014 THIS CERTIFICATEIS 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 TOES.NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S�AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT,N the certificate holder is an ADDITIONAL INSURED,the poncy(jes)imust he endorsed. If SUSROGATIONIS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this cerifirate does not confer rights to the certificate holder in lieu of such endomemont(s). AVWUGM CONTACT PAYCHEX INSURANCE AGENCY INC �No.&* IFAxc,Nox (888) 443-6112 210705 P: F: (888) 443-6112 ADMES& PO BOX 33015 INBVRERRAEFORDINGCOVERAG@ NATO SAN ANTONIO TX 78265 INSURER":T%,in City Fire Ins Co AASURMJ INSURER B: INSURER C: STRUCTURE CONSULTING GROUP, IN INSURER O: 49 BRATTLE ST RISURIM e: ARLINGTON MA 02474 MSURERc: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED" NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH T14I8 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PPR n7F.OF/NSL)R"CE AM b" NOLfCP.lVUAfBIIf romcl"11' POLrCY107 LLW75; EACH OCCURRENCE S COMMERCIAL GEKWAAL LIABILITY DAMAGE 70 RENTED S CLAIMS-MADE©OCCUR ?REMISES(Ea acxurrenet MED EO'(Any ane person) S P2tSONAL&ADV INJURY GENERAL AGGREGATE s GEWL AGGREGATE LIMIT APPLIES PER, POLICY lD OC PRO- 1 PRODUCTS-COMPIOP AGG ]_j OTHER: JECS '9 AUTOMOBILE LIABILITY (Ea se --- N�DSINGLE b ANY AUTO BODILY INJURY(Per person) ALLOWNED SCHEDULED BODILY INJURY(Par accide+A)s AUTOS AUTOS PROPERTY H02EDAUTOS NON-OWNED (P �dWO)AMAGE S s OS UMBRELLA LIAR OCCUR EACH OCCURIIENCE s EXCESS UAB CLAIMS-MADE AGGREGATE S REIFAITiON4 - wnraursrnvrt�vsnewv x PER $TAttrl'E ER AlYDtaOKATI�Sf1AdII.7/T - ANY PROPRIETORIPARTNERIMCUTIVEYIN E.L.EACH ACCIDENT b 1, 000, 000 0-F CERMCMBH2 EXCLUDED? A (YaadrtoryInNH) � WA 16 iiEG Gi32651 01/03/2015 01/03!1.016 E.LDISEASE-EAEMPLOYE01,000, 000 If yes.deaaibe under E.L.DISEASE-POLICY LIMIT 11, 000,000 DESCRIPTION OF OPLiRAT10NS below DESCRW"ON OFOPH7AMMS I LorA7WW/VEWM=RD 101.AddNionat Rema*s Schsduls,may be attachod If mon space Is rs quirs{d) Those usual to the Insured's Operations. CER'71FICATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL.BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of North Andover, MA AU7HORGEDREPRF8IWTA7IVE 1600 OSGfJOA ST NORTH ANDOVER, MA 01845 f T" ®1888-2014 ACORD CORPORATION.A11 rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD A� ® �/ p� p pt =DATEIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE NO RIGHTS UPON CERTIFICATE HOLDER.THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTA PRODUCER NAME:CT grad Sano Tarpey Insurance Group PHONE . (617)527-6070 FAX (617)547-1980 343 Washington Street E ORESS :brad@tarpeyinsurance.com INSURERS AFFORDING COVERAGE NAIC N Newton MA 02458 INSURER ANorfolk & Dedham 23965 INSURED INSURER B:Dorchester Mutual 13706 Structure Consulting Group, Inc. INSURER C: 49 Brattle Street INSURER 0: INSURER E, Arlington MA 02474 INSURER F: COVERAGES CERTIFICATE NUMBER:2014-2015 Term REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A L 9M POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY M DIYYYY EACH OCCURRENCE $ 11000,000 GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY PREMISES 50,000 A CLAIMS-MADE ❑X MRO OCCUR 0105555 0/5/2014 10/5/2015 (An one person) $ 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ 2,000,000 $ X POLICY PRO LOC COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY (Ea acc,ent 1,000,000 BODILY INJURY(Per person) S 20,000 A ANY AUTO ALL OWNED VSA 91022321A 1/6/2014 /6/2015 BODILYINdURY(Peraccdenl) $ 40 000 AUTOS PROPERTY DAMAGE $ Pera iden X HIRED AUTOS $ 5 000 Medical entsX UMBRELLALIAEACH OCCURRENCE $ 5,000,000 EXCESSLIABAGE AGGREGATE $ 51000,000 A 10/5/2014 0/5/2015 $ DED X RETENTIONS 10,00 0908417A WC STATU- OTH- WORKERS COMPENSATION TORY LIMIZE-1— AND EMPLOYERS'LIABILITY YIN E.L.EACH ACCIDENT $ ANY PROPRIETORIPARTNERIEXECUTIVE❑ NIA OFFICER/MEMBER EXCLUDED? E L DISEASE-EA EMPLOYE $ (Mandatory in NH) If yes,descnbe under E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101.Additional Remarks Schedule,i1 more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. For Informational Purposes AUTHORIZED REPRESENTATIVE M Tarpey, VP, CIC, LI ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INR075 iminna�nt Th.Ar npn Homo an 1 Inns am V..;..crarl mark.of Ar�rlQfl fSCOPE PREPARED FOR ,. � 1. REMOVE(3) 700 ANTENNAS AND REPLACE WITH (6) 1 ANEW NTENNA/PCS LTE D NTE NAS P/N COMMSCOPE SBNh{ 2. EXISTING(3)850& (3)AWS ANTENNAS TO REMAIN. YOI'�wireless 3. REMOVE(3)EXISTING PCS CDMA ANTENNA �1FRIBERG BOROUGARK 4. EXISTING (3)RRH'S TO REMAIN &ADD (6) NEW RRH'S (SI H. A 01561 aY, (TOTAL OF 9). y. 3330 TEL 5. REMOVE(3) EXISTING JUNCTION BOXES AND ADD (6) \ v ,. NEW JUNCTION BOXES. �4 90'-O� 6. ( LEEXISTING CABLES TO REMAIN.ADD (6) HYBRID Hudson D ���• mall 7. ALL REPLACEMENT ANTENNAS TO MATCH EXISTING Design oupLLc CONDITIONS—HEIGHTS. O 8. RECONFIGURE/RELOCATE EXISTING ANTENNA MOUNTS AS NECESSARY TO ACCOMMODATE HORIZONTAL SEPARATION, 16000SGOOD STREET BUILDING 20 NORTH,SUITE 3090 TEL:197815575553 PROPOSED AZIMUTHS,AND ANTENNA CONFIGURATION. ' ��, C• N.ANDOVER,MA01845 FAX:197813365586 NEW ANTENNA CONFIGURATION APPROXIMATE LAT: N47 40' 30.13' \GA 1 EXISTING 850 700 COORDINATES: LONG: W71' 7' 33.50" GAMMA ANTENNA c D 700 \ 267° EXISTING AWS C�POLE C�POL.E PCS CROOSWSPOLE TENNA PROPOSED GAMMA ANTENNA 700/PCS LTE 267° PROPOSED 700 GAMMA ANTENNA ALPHA ANTENNA EXISTING VERIZON EXISTING ACCESS 267' 27' ANTENNA (TYP.) HATCH a F ❑ I I EXISTING 850 ,•q , ALPHA ANTENNA 27° Cl w PROPOSED VERIZON I I J c; 4-7 0 JUNCTION BOX (3) AT ❑ EXISTING VERIZON LOOKING OL�FROM BEHIND ANTENNA ARRAY ARDS SECTORS & (3) IN EXISTING I EQUIPMENT VERIZON EQUIPMENT ROOM, EXISTING RTU ROOM IN ATTIC o NOTES- TOTAL OF (6) (TYP.) I I (0 1.NORTH SHOWN AS APPROXIMATE. PROPOSED VERIZON (6) RRH EXISTING —— — PROPOSED 2.SOME EXISTING& PROPOSED INFORMATION NOT MOUNTED BEHIND ANTENNA & VENT 700/PCS LTE SHOWN FOR CLARITY. CHECKED BY: JX (3) EXISTING RRH TO REMAIN DUCT ALPHA ANTENNA 3.ANTENNAS WILL BE PAINTED PER VERIZON (TOTAL OF 9) \ ,7' WIRELESS&BUILDING OWNER'S APPROVAL. APPROVED BY: DPH EXISTING AWS 4 PRROPOSED IOR ANTENNA IINSTO COMMENCEMSTTAIIATION IS ANY PURSUANT BETA ANTENNA TO FINDINGS DICTATED IN STRUCTURAL ANALYSIS, 147• / EXISTING AWS EXISTING STRUCTURE TO TO ENSURE STRUCTURAF SUBMITTALS PROPOSED VERIZON ANTENNAS EXISTING 850 ALPHA ANTENNA INTEGRITY FOLLOWING INSTALLATION OF PROPOSED fV.I DATE I DEDMIPgN ST (6 TO REMAIN, 6 TO BE REPLACED) BETA ANTENNA 27• ANTENNAS, COAX CABLES AND REQUIRED PROPOSED (4 ANTENNAS PER SECTOR, TOTAL OF 12) 1 47° HARDWARE. COPY RAL ANALYSIS TO BE SEM TO DESIGN ENGINEER. 700/PCS LTE 5.CONTRACTOR SHALL FIELD VERIFY SCOPE OF BETA ANTENNA 0 /PROPOSED 700 WORK,VERIZON WIRELESS ANTENNA MOUNT 147' BETA ANTENNA LOCATION AND ANTENNAS TO BE INSTALLED. 147 S.CONTRACTOR SHALL NOTIFY ENGINEERS IF FIELD CONDITIONS DIFFER FROM DESIGN. 7. RAD CENTERS MEASURED IN THE FIELD WITH 1 05/12/15.=X RIR REVIEW lR LASER BY HOG. RAD CENTERS MAY NOT MATCH RF 10 06/02/14 1 ISSUE MR REVIEN Mi ANTENNA DESIGN SHEET. REFER TO STRUCTURAL ANALYSIS BY HUDSON DESIGN SITE NAME: GROUP LLC. DATED MAY 12, 2015 PRIOR TO CONSTRUCTION. ANDOVER 2 MA IF THE PLANS ARE PRINTED 24236 THE SCALE IS 1:1 IF THE PLANS ARE PRINTED 11x17 THE SCALE IS 1:2 ANDOVER ST. -- 267' SITE ADDRESS- AZIMUTH 401 ANDOVER ST. T GAMMA NORTH ANDOVER, MA 01845 L-2 SHEET TI LE GRAPHIC SCALE ROOF PLAN ROOF PLAN �� 0 2'—a' s'-4" to'—e' ts'—o' TRUE22x34 SCALE: 3/16"=1'-O" L-1ZIMUTH 11x17 SCALE: 3/32"=1'-O" 147 AZIMUTH SHEET NUMBER BETA SECTOR L-1 ANTENNA ORIENTATION SCOPE PREPARED FOR` 1. REMOVE (3) 700 ANTENNAS AND REPLACE WITH (6) NEW 700/PCS LTE ANTENNAS P/N COMMSCOPE ANTENNA SBNHH-1D65A. 2. EXISTING (3) 850 & (3)AWS ANTENNAS TO REMAIN. v� wireless 3. REMOVE (3) EXISTING PCS CDMA ANTENNA 400 FRIBERG PARKWAY wESTBOROUGH.MA 01501 4. EXISTING (3) RRH'S TO REMAIN &ADD (6) NEW RRH'S WEST 3o-3330TE1 (TOTAL OF 9). 5. REMOVE (3) EXISTING JUNCTION BOXES AND ADD (6) NEW JUNCTION BOXES. 6. (18) EXISTING CABLES TO REMAIN.ADD(6) HYBRID CABLES. *,4. Hudson 7. ALL REPLACEMENT ANTENNAS TO MATCH EXISTING Design Group.Lc CONDMONS-HEIGHTS. 8. RECONFIGURE/RELOCATE EXISTING ANTENNA MOUNTS AS NECESSARY TO ACCOMMODATE HORIZONTAL SEPARATION, 1600 OSGOOD STREET PROPOSED AZIMUTHS,AND ANTENNA CONFIGURATION. BUILDING 20 NORTH,SUITE 3090 TEL:197015575553 JE ROPOSED VERIZON (6) RRH N,ANDOVFR,MA01845 FAX:19781336-5586 OUNTED BEHIND ANTENNA do 3) EXISTING RRH TO REMAIN TOTAL OF 9) TOP OF HIGHEST APPURTENANCE XISTING VERIZON NEW ANTENNA CONFIGURATION ELEV. = 40'-8" (AGL) NTENNA (TYP.) ELEV.= 112'-8" (AMSL) ROPOSED VERIZON JUNCTION BOX (3) 700 T SECTORS & (3) IN EXISTING VERIZON PROPOSED IN, 6 T ANTENNAS O Sc QUIPMENT ROOM, TOTAL OF (7) (6 AN REMAIN, 6 TO BE REPLACED) CROSSSPOLE CROOSSPOOLE CRROSSP LETS CROSSPOLE OF PROPOSED VERIZON ANTENNAS (4 ANTENNAS PER SECTOR, TOTAL ELEV. = 38'-0 AGL OF 12) ELEV. = 112'-6" (AMSL) I 114J EXISTING VERIZON EQUIPMENT I I, n ROOM IN ATTIC 0 1v.: TOP OF EXISTING ROOF ��N. �S ELEV. = 35'-6" (AGL) ELEV.= 107'-6" (AMSL) EXISTING BUILDING ANiEL F yG1 I " cI\; lo Lil, NOTE:VIEW IS FROM BEHIND ANTENNA ARRAY dao-7'C, I I LOOKING OUTWARDS I- -- -- --J aoTES 1.NORTH SHOWN AS APPROXIMATE. 2.SOME EXISTING do PROPOSED INFORMATION NOT S ICHECKED BY: JX 00 01 3.ANTENNAS WILL BE PAINTED PER VERIZON O WIRELESS k BUILDING OWNER'S APPROVAL APPROVED BY: DPH 4.PRIOR TO COMMENCEMENT OF ANY WORK, PROPOSED ANTENNA INSTALLATION IS PURSUANT ___. _. _. _._ _ _. _..._. y_ _ TO FINDINGS DICTATED IN STRUCTURAL ANALYSIS, STRUCTURAL ANALYSIS TO VERIFY CAPACITY OF SUBMITTALS EXISTING STRUCTURE TO ENSURE STRUCTURAL INTEGRITY FOLLOWING INSTALLATION OF PROPOSED REV. PATE DESITtIPIMkI BT ANTENNAS, COAX CABLES AND REQUIRED HARDWARE. COPY OF STRUCTURAL ANALYSIS TO BE SENT TO DESIGN ENGINEER. 5.CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,VERIZON WIRELESS ANTENNA MOUNT LOCATION AND ANTENNAS TO BE INSTALLED. 6.CONTRACTOR SHALL NOTIFY ENGINEERS IF FIELD y CONDITIONS DIFFER FROM DESIGN. GROUND LEVEL I a a 7• RAD CENTERS MEASURED IN THE FIELD WITH 1 05/12/15 ISSUE FOR REVIEWYR LASER BY HOG. RAD CENTERS MAY NOT MATCH Ff TSSIIE 0 06/02/14 FOR REMLOt ELEV. = 0'-0" (ACL) ANTENNA DESIGN SHEET. REFER TO STRUCTURAL ANALYSIS BY HUDSON DESIGN ELEV. = 72'-0" (AMSL) GROUP LLC. DATED MAY 12, 2015 PRIOR TO CONSTRUCTION. SITE NAME ANDOVER 2 MA IF THE PLANS ARE PRINTED 24x36 THE SCALE IS 1:1 IF THE PLANS ARE PRINTED 11 x1 7 THE SCALE IS 1:2 MPN0'p'PN GRAPHIC SCALE A• EAST ELEVATION t 0 2'-8' 5-4 10'-8' 16'-0' AZIMUTH SITE ADDRESS: X TRUE 22x34 SCALE: 3/16"=1'-0" L-2 401 ANDOVER ST. NORTFI 1107 SCALE: 3/32"=1'-0" GAMMA SECTOR NORTH ANDOVER, MA 01845 NOSHEET TITLE RTM ELEVATION 27 AZIMUTH ALPHA SECTOR 147 AZIMUTH SHEET NUMBER BETA SECTOR L-2 ANTENNA ORIENTATION SCOPE PREPARED FOR: 1. REMOVE (3) 700 ANTENNAS AND REPLACE WITH (6) ' NEW 700/PCS LTE ANTENNAS P/N COMMSCOPE tj -e 2. EXISTING (3)N8501&6(3 AWS ANTENNAS TO REMAIN. WlreleSS 3. REMOVE(3) EXISTING PCS CDMA ANTENNA. 400 FRIBERG PARKWAY lft 4. EXISTING (3) RRH'S TO REMAIN &ADD (6) NEW RRH'S WESTBOROUGH,MA 01581 As (TOTAL OF 9). 15081330.3330 TEL i `I1u 5. EXISTING BOXES JUNCTION BOXES AND ADD (6) 6. (18) EXISTING CABLES TO REMAIN.ADD(6) HYBRID 90._0„ GABLES. Hudson D 7. ALL REPLACEMENT ANTENNAS TO MATCH EXISTING Design Groupac CONDITIONS-HEIGHTS. 9. B. RECONFIGURE/RELOCATE EXISTING ANTENNA MOUNTS AS NECESSARY TO ACCOMMODATE HORIZONTAL SEPARATION, 1600 OSGOOD STREET PROPOSED AZIMUTHS,AND ANTENNA CONFIGURATION. BUILDING 20 NORTH,SUITE 3090 TEL(978)557-5553 N.ANDOVER,MA 01845 FAX:19781336-5586 ® NEW ANTENNA CONFIGURATION APPROXIMATE LAT: N47 40' 30.13" EXISTING 850 700 COORDINATES: LONG: W71' 7' 33.50" GAMMA ANTENNA p Sc PROPOSED 700 267° 1 EXISTING AWS GR7MPO E GR�sOLE PCS CROOSVSPOLE GAMMA ANTENNA PROPOSED GAMMA ANTENNA 0/ 0 26T 700/PCS LTE \ 267` PROPOSED 700 GAMMA ANTENNA ALPHA ANTENNA EXISTING VERIZON EXISTING ACCESS 26T ANTENNA (TYP.) HATCH \ 2T �� liF I EXISTING 850 s' �1� m ALPHA ANTENNA IV 27' PROPOSED VERIZON I I J v 4 JUNCTION BOX (3) AT ❑ EXISTING VERIZGN LOOKING OUTWARDS NOTE:VIEW IS M BEHIND ANTENNA ARRAY SECTORS do (3) IN EXISTING I o EQUIPMENT VERIZON EQUIPMENT ROOM, EXISTING RTU ROOM N ATTIC I NOTES, ` TOTAL OF (6) (TYP.) 1.NORTH SHOWN AS APPROXIMATE. PROPOSED VERIZON (6) RRH EXISTING —— — J PROPOSED 2.SOME EXISTING& PROPOSED INFORMATION NOT MOUNTED BEHIND ANTENNA do VENT 700/PCS LTE SHOWN FOR CLARITY. CHECKED BY: JX (3) EXISTING RRH TO REMAIN DUCT ALPHA ANTENNA 3.ANTENNAS WILL BE PAINTED PER VERIZON (TOTAL OF 9) \ 27' WIRELESS& BUILDING OWNER'S APPROVAL APPROVED 8Y: DPH EXISTING AWS 4 PRROPOSED ANTENNAINSTALLATIONIOR TO Is P�uRsuANr BETA ANTENNA / TO FINDINGS DICTATED IN STRUCTURAL ANALYSIS, 147 EXISTING AWS EXSTING STRUCTURERAL S TO VERIFY TO ENSURE STRUCTURAL SUBMITTALS PROPOSED VERIZON ANTENNAS EXISTING 850 ALPHA ANTENNA INTEGRITY FOLLOWING INSTALLATION OF PROPOSED REV. DATE DMRIPIDN By BETA ANTENNAANTENNAS, COAX CABLES AND REQUIRED (6 TO REMAIN, 6 TO BE REPLACED) 147* 270 HARDWARE. COPY OF STRUCTURAL ANALYSIS TO BE PROPOSED (4 ANTENNAS PER SECTOR, TOTAL OF 12) SEM TO DESIGN ENGINEER. 700/PCS LTE 5.CONTRACTOR SHALL FIELD VERIFY SCOPE OF BETA ANTENNA /PROPOSED 700 LOCATION WORK. RIZONAND AWWIRELESS S TANTENNA NST BE MOUNT147* BETA ANTENNA 147' &CONTRACTOR SHALL NOTIFY ENGINEERS IF FIELD CONDITIONS DIFFER FROM DESIGN. 7. RAD CENTERS MEASURED IN THE FIELD WITH 1 05/12/15 WE FOR REM IR LASER BY HOG. RAD CENTERS MAY NOT MATCH RF 1 0 06/02/14 IMA FOR MD AR ANTENNA DESIGN SHEET. REFER TO STRUCTURAL ANALYSIS BY HUDSON DESIGN SITE NAME: GROUP LLC. DATED MAY 12, 2015 PRIOR TO CONSTRUCTION. ANDOVER 2 MA IF THE PLANS ARE PRINTED 24x36 THE SCALE IS 1:1 IF THE PLANS ARE PRINTED 71x77 THE SCALE IS 7:2 ANDOVER ST. 267* STreADDRES& AZIMUTH 401 ANDOVER ST. 1 GAMMA SECTOR NORTH ANDOVER, MA 01845 L-2 SHEET TITLE MNOK Pij GRAPHIC SCALE ROOF PLAN ROOF PLAN1 D 2'-8" 5'-4" 10'-8' 16'-0' x3 TRUE 224 SCALE: 3/16"=1'-0" L-1 27* AZIMUTH NORTN 11x17 SCALE: 3/32"=1'-0" ALPHA SECTOR 147' AZIMUTH SHEET NUMBER BETA SECTOR L-1 ANTENNA ORIENTATION SCOPE PREPARED FOR. 1. REMOVE(3) 700 ANTENNAS AND REPLACE WITH (6) NEW 7DO/PCS LTE ANTENNAS P/N COMMSCOPE ANTENNA SBNHH-1D65A. 2. EXISTING (3) 850 & (3)AWS ANTENNAS TO REMAIN. Y Wireless 3. REMOVE (3) EXISTING PCS CDMA ANTENNA. 400 FRIBERG PARKWAY 4. EXISTING (3) RRH'S TO REMAIN &ADD (6) NEW RRH'S 1,8330.333U30 TEL 015e1 (TOTAL OF 9). 5. REMOVE(3) EXISTING JUNCTION BOXES AND ADD (6) NEW JUNCTION BOXES. 6. (18) EXISTING CABLES TO REMAIN.ADD (6) HYBRID CABLES. Hudson 7. ALL REPLACEMENT ANTENNAS TO MATCH EXISTING Design Groupuc CONDNIONS–HEIGHTS. B. RECONFIGURE/RELOCATE EXISTING ANTENNA MOUNTS AS NECESSARY TO ACCOMMODATE HORIZONTAL SEPARATION, 1600 OSGOOD STREET PROPOSED AZIMUTHS,AND ANTENNA CONFIGURATION. BUILDING 20 NORTH,SUITE 3090 TEL:)978)557-5553 PROPOSED VERIZON (6) RRH N.ANDOVER,MA 01845 FAX:(978)336-5586 MOUNTED BEHIND ANTENNA & (3) EXISTING RRH TO REMAIN (TOTAL OF 9) STOP OF HIGHEST APPURTENANCE EXISTING VERIZON NEW ANTENNA CONFIGURATION '-ELEV. = 40'-8" (AGL) ANTENNA (TYP.) ELEV.= 112'-8" (AMSL) ROPOSED VERIZON JUNCTION BOX (3) 700 AT SECTORS & (3) IN EXISTING VERIZON PROPOSED IN, 6 T ANTENNAS700 EQUIPMENT ROOM, TOTAL OF (7) (6 AN REMAIN, 6 TO BE REPLACED) CROSSPOLE OOSSOLE PCS LTE GNAW LE OF PROPOSED VERIZON ANTENNAS (4 ANTENNAS PER SECTOR, TOTAL ELEV. - 38'-0 AGL OF 12) ELEV. = 112'-6" (AMSL) �� i i J N it EXISTING VERIZON EQUIPMENT ROOM IN ATTIC TOP OF EXISTING ROOF N ELEV. = 35'-6" (AGL) EXISTING BUILDING [ ANTE', F C/yG ELEV.= 107'-6" (AMSL) r ———— — — M f n � CIS NOTE:VIEW IS FROM BEHIND ANTENNA ARRAY Id G.4,;I_G LOOKING OUTWARDS ,� , 4),I- -- - - - - - NOTEST , 1.NORTH SHOWN AS APPROXIMATE. 2.SOME EXISTING& PROPOSED INFORMATION NOT SHOWN FOR CLARITY. CHECKED BY: JX 00 �010 3.ANTENNAS WILL BE PAINTED PER VERIZON I S WIRELESS & BUILDING OWNER'S APPROVAL APPROVED BY: DPH o aD �n d M) 7 4.PRIOR TO COMMENCEMENT OF ANY WORK, [ _ PROPOSED ANTENNA INSTALLATION IS PURSUANT _ _ _ _ .. —_ TO FINDINGS DICTATED IN STRUCTURAL ANALYSIS, STRUCTURAL.ANALYSIS TO VERIFY CAPACITY OF SUBMITTALS EXISTING STRUCTURE TO ENSURE STRUCTURAL INTEGRITY FOLLOWING INSTALLATION OF PROPOSED REV, WE DESCPoPRON LTY ANTENNAS,COAX CABLES AND REQUIRED -� HARDWARE. COPY OF STRUCTURAL ANALYSIS TO BE SENT TO DESIGN ENGINEER. 5.CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,VERIZON WIRELESS ANTENNA MOUNT LOCATION AND ANTENNAS TO BE INSTALLED. 6.CONTRACTOR SHALL NOTIFY ENGINEERS IF FIELD CONDITIONS DIFFER FROM DESIGN. J - 7. RAD CENTERS MEASURED IN THE FIELD 1 05/12/15 ISSUE FOR RLVEM 1MI GROUND LEVEL LASER RAD CENTERS MAY NOT MATCH RF 0 08/02/14 ISSUE FOR RRM1/I ANTENNAA DESIGN SHEET. ELEV. = 0'-0" (AGL) ELEV. = 72'-0" (AMSL) REFER TO STRUCTURAL ANALYSIS BY HUDSON DESIGN SITE NAME.- GROUP LLC. DATED MAY 12, 2015 PRIOR TO CONSTRUCTION. ANDOVER 2 MA IF THE PLANS ARE PRINTED 24:36 THE SCALE IS 1:1 IF THE PLANS ARE PRINTED 11:17 THE SCALE IS 1:2 �APO'N (V GRAPHIC SCALE N l' EAST ELEVATION 1 0 2'—e" s'-4' 1o'—a" 1s'—o' 267 , +I X 22x34 SCALE: 3 16"=1'-0" L-2 AZIMUTH 401 ANDOVER ST. TRUE / GAMMA SECTOR NORTH 11x17 SCALE: 3/32"=1'-0" NORTH ANDOVER, MA 01845 NOoar SHEET TITLE RTM ELEVATION 27 AZIMUTH ALPHA SECTOR 147 AZIMUTH SHEET NUMBER BETA SECTOR L-2 ANTENNA ORIENTATION ' SCOPE PREPARED FOR: 1. REMOVE(3) 700 ANTENNAS AND REPLACE WITH (6) NEW 700/PCS LTE ANTENNAS P/N COMMSCOPE ANTENNA SBNHH—IDM 2. EXISTING (3) 850 & (3)AWS ANTENNAS TO REMAIN. wireless 3. REMOVE(3) EXISTING PCS CDMA ANTENNA 400 FRIBERG PARKWAY 4. (TOTAL OF9WESTBOROUGH,MA01581 ) 3 ((TOTRRH'S TO REMAIN&ADD (6) NEW RRH'S (508)330-33.90 TEL 5. REMOVE(3) EXISTING JUNCTION BOXES AND ADD (6) NEW JUNCTION BOXES. \ y ' 90•-0"• 8. (ALES. LNG GIBLES TO REMAIN.ADD (6) HYBRID Hudson 0. <<'• ss� 7. ALL REPLACEMENT ANTENNAS TO MATCH EXISTING Design Group �* CONDITIONS-HEIGHTS. o B. RECONFIGURE/RELOCATE EXISTING ANTENNA MOUNTS AS If PPROPOSEDAZIMUTHS.AND ANTENNA CONFIGURATION.TE HORIZONTAL ON• 1600 OSGOOD STREET uc BUILDING 20 NORTH,SUITE 3090 TEL:(978)5575553 N.ANDOVER,MA 01845 FAX:(978)3365586 �• Ctt�N' Ot . NEW ANTENNA CONFIGURATION APPROXIMATE LAT: N42' 40' 30.13" EXISTING 850 700 COORDINATES: LONG: W71' 7' 33.50' GAMMA ANTENNA PROPOSED 700 267' , EXISTING AWS cR7osOsPOoLE cR8sP0oLE PCS CRoPoLiET cRAos�sPoSE GAMMA ANTENNA PROPOSED GAMMA ANTENNA 26T 700/PCS LTE \ 267' PROPOSED 700 GAMMA ANTENNA ALPHA ANTENNA EXISTING VERIZON EXISTING ACCESS 26T �7 ANTENNA (TYP.) HATCH ❑ EXISTING 850 j I I ALPHA ANTENNA 27' C IV PROPOSED VERIZON I m I LZ 1 I NOTE:VIEW IS FROM BEHIND ANTENNA ARRAY T' / I JUNCTION BOX 3 AT ❑ EXISTING VERIZON ( ) EQUIPMENT LOOKING OUTWARDS SECTORS dL (3) IN EXISTING I VERIZON EQUIPMENT ROOM, EXISTING RTU ROOM IN AT 1 TOTAL OF (6) (TYP.) I I o y C"IN-NI `Q�•:\ I 1.NORTH SHOWN AS APPROXIMATE. PROPOSED VERIZON (6) RRH EXISTING —— — J PROPOSED 2.SOME EXISTING& PROPOSED INFORMATION NOT BY: HIND ANTENNA CHECKED (3) EXISTING RRH TO REMAIN DUCT MOUNTED BEdo VENT 700/PCS LTE SHOWN FOR CLARITY. JX ALPHA ANTENNA 3.ANTENNAS WILL BE PAINTED PER VERIZON (TOTAL OF 9) ----_,,2 7� WIRELESS& BUILDING OWNER'S APPROVAL APPROVED BY: DPH EXISTING AWS 4.PRIOR OPOSEED ANTENNA ALOF�IS PURSUANT BETA ANTENNA / TO fl DICTATED IN STRUCTURAL ANALYSIS, STRUCTURALTU / EXISTING AWS STRUCTURAL �ANALYSIS TO VERIFY CAPACITY OF SUBMITTALS 147' EXISTING STRUCTURE TO ENSURE STRUCTURAL PROPOSED VERIZON ANTENNAS EXISTING ALPHA ANTENNA INTEGRITY FOLLOWING INSTALLATION OF PROPOSED REV. DALE DESORRON BY / (6 TO REMAIN, 6 TO BE REPLACED) BETA ANTENNA 27• ANTENNAS,COAX CABLES AND REQUIRED / , TOTAL OF 12) 147' HARDWARE. COPY N STRUCTURAL ANALYSIS TO BE PROPOSED (4 ANTENNAS PER SECTOR / SEM TO DESIGN ENGINEER. 700/PCS LTE 5.CONTRACTOR SHALL FIELD VERIFY SCOPE OF BETA ANTENNA /PROPOSED 700 WORK,VERIZON WIRELESS ANTENNA MOUNT 147 BETA ANTENNA LOCATION AND ANTENNAS TO BE INSTALLED. 147 &CONTRACTOR SHALL NOTIFY ENGINEERS IF FIELD CONDITIONS DIFFER FROM DESIGN. 7. RAD CENTERS MEASURED IN THE FIELD WITH 1 05/12/15 5511E FOR MMEIN ].R LASER BY HDG. RAD CENTERS MAY NOT MATCH RF 0 06/02/14 MM FOR REVEW ANTENNA DESIGN SHEET. REFER TO STRUCTURAL ANALYSIS BY HUDSON DESIGN SITE NAME: GROUP LLC. DATED MAY 12, 2015 PRIOR TO CONSTRUCTION. ANDOVER 2 MA IF THE FLANS ARE PRINTED 2406 THE SCALE IS 1:1 IF THE PLANS ARE PRINTED 11x17 THE SCALE IS 1:2 ANDOVER ST. 26T srtE AZIMUTH 401 ANDOVER ST. 1 GAMMA SECTOR NORTH ANDOVER, MA 01845 L—z (Orr SHEET TITLE MNpR Lp GRAPHIC SCALE ROOF PLAN '' ROOF PLANQ 0 2'-8" 5'-4' 10'-8' 16'-0' TREE 22x34 SCALE: 3/16"=1'-0" 27 AZIMUTH NORTH 1107 SCALE: 3/32"=1'-0" ALPHA SECTOR 147' AZIMUTH SHEET NUMBER BETA SECTOR L-1 ANTENNA ORIENTATION SCOPE PREPARED FOTt 1. REMOVE(3) 700 ANTENNAS AND REPLACE WITH (6) NEW 700/PCS LTE ANTENNAS P/N COMMSCOPE ANTENNA SBNHH-1D65A. 2. EXISTING (3) 850& (3)AWS ANTENNAS TO REMAIN. v wireless 3. REMOVE(3) EXISTING PCS CDMA ANTENNA 400 FRIBERG PARKWAY 4. EXISTING(3) RRH'S TO REMAIN &ADD (6) NEW RRH'SWESTBOROUGH,MA01581 (TOTAL OF 9). 1 (508)330-3330 TEL 5. REMOVE(3) EXISTING JUNCTION BOXES AND ADD (6) NEW JUNCTION BOXES. 6. (18) EXISTING CABLES TO REMAIN.ADD (6) HYBRID Hudson 7. ALL REPLACEMENT ANTENNAS TO MATCH EXISTING Design Groupu.c CONDITIONS-HEIGHTS. B. RECONFIGURE/RELOCATE EXISTING ANTENNA MOUNTS AS NECESSARY TO ACCOMMODATE HORIZONTAL SEPARATION, 1600 OSGOOD STREET PROPOSED AZIMUTHS,AND ANTENNA CONFIGURATION. BUILDING 20 NORTH,SUITE 3090 TEL:1978)557-5553 PROPOSED VERIZON (6) RRH N.ANDOVER.MA W845 FAX:(978)3363586 MOUNTED BEHIND ANTENNA & (3) EXISTING RRH TO REMAIN (TOTAL OF 9) TOP OF HIGHEST APPURTENANCE EXISTING VERIZON NEW ANTENNA CONFIGURATION ELEV. = 40'-8" (AGL) ANTENNA (TYP.) ELEV.= 112'-8" (AMSL) ROPOSED VERIZON JUNCTION BOX (3) 700 AT SECTORS & (3) IN EXISTING VERIZON PROPOSED IN. 6 T ANTENNAS 850 c c EQUIPMENT ROOM, TOTAL OF (7) (6 AN REMAIN, 6 TO BE REPLACED) CROSSPOLE OOSSPOOLE PCROSSP LTE GROOSW LE OF PROPOSED VERIZON ANTENNAS (4 ANTENNAS PER SECTOR, TOTAL ELEV. 38'-0 AGL OF 12) ELEV. = 112'-6' (AMSL) L� I i i 1r] J EXISTING VERIZON EQUIPMENT I ROOM IN ATTIC TOP OF EXISTING ROOF )F v— Jt ELEV. = 35'-6" (AGL) EXISTING BUILDING ELEV.= 107'-6" (AMSL) r— — _— —— �� 4fJIEL F' 49 NOTE:VIEW IS FROM BEHIND ANTENNA ARRAY J G.4,:I v LOOKING OUTWARDS NOTES- c A , 1.NORTH SHOWN AS APPROXIMATE. ``��-.• 2.SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CLARITY. CHECKED BY: JX 0 tD 3.ANTENNAS WILL BE PAINTED PER VERIZON o = WIRELESS & BUILDING OWNER'S APPROVAL APPROVED BY: DPH v °epi 7 4.PRIOR TO COMMENCEMENT OF ANY WORK, PROPOSED ANTENNA INSTALLATION IS PURSUANT -- UTR ° YSOVAPIIS' STRUCTURAL ANALYSIS TVERIFY STRUCTURAL SUBMITTALS EXISTING STRUCTURE TO ENSURE STRUCTURAL INTEGRITY FOLLOWING INSTALLATION OF PROPOSED REV. PATE OESCRIPIIOH BY ANTENNAS, COAX CABLES AND REQUIRED HARDWARE. COPY OF STRUCTURAL ANALYSIS TO BE SENT TO DESIGN ENGINEER. 5.CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,VERIZON WIRELESS ANTENNA MOUNT LOCATION AND ANTENNAS TO BE INSTALLED. 6.CONTRACTOR SHALL NOTIFY ENGINEERS IF FIELD CONDITIONS DIFFER FROM DESIGN. M-1 I GROUND LEVEL a j M 0 7. RAD CENTERS MEASURED IN THE FIELD WITH 1 05/12/15 ISSUE FOR NEVEM MR ELEV. = 0'-0" (AGL) LASER A HSG. RAD CENTERS MAY NOT MATCH RF 0 06/02/14 651E FOR MDNR ANTENNA DESIGN SHEET. ELEV. = 72'-0" (AMSL) REFER TO STRUCTURAL ANALYSIS BY HUDSON DESIGN SITE NAME: GROUP C. DATED MAY 12, 2015 PRIOR TO CONSTRUCTION. ANDOVER 2 MA IF THE PLANS ARE PRINTED 24.36 THE SCALE IS 1:1 IF THE PLANS ARE PRINTED 11.17 THE SCALE IS 1:2 MPO'��N GRAPHIC SCALE ' EAST ELEVATION 1 O 2'-8" 5'-4' 10'-8' 16'-0' AZIMUTH srtE �X TRUE 22x34 SCALE: 3/16"=1'-0" L-2 GAMMA SECTOR 401 ANDOVER ST. NORTH 11x17 SCALE: 3/32"=1'-O" NORTH ANDOVER, MA 01845 NORTM SHEET TITLE ELEVATION 27' AZIMUTH ALPHA SECTOR 147 AZIMUTH SHEET NUMBER BETA SECTOR L-2 ANTENNA ORIENTATION