The URL can be used to link to this page

Home My WebLink AboutMiscellaneous - 70 ELM STREET 4/30/2018 (2) 70 ELM STREET 210/042.0.0002-0000.0 Date..J �. .............. • OF r►ORTIi,� ao� TOWN OF NORTH ANDOVER o p PERMIT FOR WIRING ss�►cHU This certifies that i.......... . . ..................................................................... has permission to perform ( (/ wiring in the building Of....Il�.'..' ......,:...::...:..:..'......{, ' !................................. ............].:.... !� '>�'� orth Andover, ass. at .......................... ..........:..................................................... . r-v r Fee..............................Lic.No. � ../`� . ELECTRICAL INSPECT Check# ��/ ��_= Lommonurea111e of )1jjc�a�clacc�elLi 0fficiaalll Use 12-- Occupancy Only - ' � ' rn Permit No. �LJe/7arlmerel ofJ`ire Servicei BOARD OF FIRE PREVENTION REGULATIONS Oce apo�Y and Fee Checked (leave blank) APPLICATION FOP, PERMIT TO PERFORM_ ELECTRICAL WORT, All work to be performed in accordance•with the 1`,fassachusens Electrical Code(MEC),527 CMR 12.00 ("rLEASE FRINT IN im<OR TYPE:ALL INF4_ AoiA/TiON) Da t e: ,� [ A2-<_1 [ � City or Town of: NoR"C 1fif- o LA_s To the Inspecto of Wires: By this application the undersigned gives notice of is or her intention to perfonn the electrica work described below. Location (Street & Number) 7A Elm s -9*w+er-Tr Tenant 1,�L—le,e 0a, 6-%1 ;2L��L �f "telephone No. v Owner's Address yl./a JX: i I?Z42 rX76/7-U is this permit in conjunction with a building permit? Yes No (Check Appropriate Box) 'Tc, 13-5 Purpose of Building4z- Utility Authorization No. Exisfing ServiceZdu Anipsl 7Z41 / dVolts Overhead �/t�ndgrd U No.of mete-1 � Ne;v SerVICE Asp, S / VGA s vier hes, 1 T i,uaru' f, Number of Feeders and Ampacity Location and Nature of Proposed Electrical ark: Com lelion o ihefbllowing table may be waived by the Inspector of Plirer- No.of Recessed)luminaires No-of Ceil--Susp.(Paddle)Fans No,of 'fatal Transformers KVA No.of Luminaire Outlets No.of Hoz Tubs Generators , KI;A *'A No.of Luminaires 1 Swimming Pool Above In- o.o mergency Lighting !/ g rod. ❑ vrsd. ❑ Ra ter• Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of'Switches No.of Gas Burners ,No.of Detection and Initiating Devices Total /1 No.of Ranges No_.of Air Cond. .Tons No.of Alerting Devices No_of Waste Disposers Heat Pump -Number Tons IC_W_ No.of Self-Contained `9 Totals: � "- 'Detection/Alerting Devices Munlcipai No.of Dishwashers Space/Area Heating ICW Locat Q ❑ Other _ Connection _ No.of Dryers heating Appliances ICW Security Systems:* _ No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Si ns Ballasts No.of Devices or E quivnient No. Hydromassage Bathtubs No. of MTelecommunications Wiring: No.Total HP No.of Devices or 111 uivalent OTHER: re !4G��7` ,�1 t Attach odditionol detail if desired or as required by the Inspector of Yli,es. Estimated Value of Electrical Work- / / (When required by municipal policy-) Work to Start. Z inspections to be requested in accordance with NEC Rule 10,and upon completion. INSURANCE COVERAGE: Uniess waived by the owner,no permit for the performance of electrical work may'ssue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in rce and has cxhihitrrt nrnnf of cam,to the permit issuing office. r"- CHECK ONE: INSURANCE OND ❑ OT'riER ❑ (Specify:) certify, under the pains and penalties of perjury, that the information on this application is true and Complete. FIRM NAME: 4f-k_c -R,c,g/ / S,' .^� ,✓l'/�o� LI C.N 0 4 /a$�`U Licensee: J a�j�r/L� �i�Jy 4?7Z Signature cr�ya� 'G� �LtC.NO.: (if applicable,enter"exempt..in the license number line.) .�y� BuS.Tea.No.��S-a-vyL� Address-- �� o—Qok-&7Z T �• 141,l/hrJ�J�ZI�//P1454 Alt.Tet.No,6- - ?� 2---7F-// 'Per t✓.G.L. c. 157,s.57-6!,security.vork requires Department of Public afety"S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normal!,, required by law. By my signature belo.,, I hereby waive.this requirement. I am the(check one) ❑owner ❑owner's agent. Owner/Agent i Signature Telephone Nn. Pr nn,trr r. - The Commonwealth of Massachusetts Department of Industrial Accidents d I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia SV' Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. A licant Information Please Print Le ibl Name(Business/Organization/Individual): I�4�r t Ln Address: 30 3 City/State/Zip: 1'►" ( �� MR o s7 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.M I am a employer with S employees(full and/or part-time).* 7. ❑New construction 2.Q I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9, ❑Demolition 3.Q I am a homeowner doing all work myself[No workers'comp.insurance required.]t 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 11. Electrical repairs or additions ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees. 12.0 Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs These sub-contractors have employees and have workers'comp.insurance.1 14. Other, 6.F1 We are a corporation and its officers have exercised their right of'exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: '1`� -�►'� n ��'' Policy#or Self-ins.Lie.#: � � N 3 S 0 Expiration Date: 7�1 b AS- Job S lob Site Address: 70 C/� Sy City/State/Zip: /"311-*� A,24w.,, 1 `A 'Attach a copy of the workers' compensation policy declaration page(showing 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 one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Date: 5115- Signature: SSi ature: J � 7 Phone#: 31 official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Division of Professional Licensure: License Search Page 1 of 1 ' The Official Website of the Office of Consumer Affairs and Business Regulation(OCABR) Division of Professional Licensure Mass.Gov Mass.Gov Home State Agencies A-Z Topics Home>Division of Professional Licensure> ONLINE SERVICES ....................................................................................................................................................................................................................................................... Check a License Check A Professional License Locate a Licensed Professional By the Division of Professional Licensure Online Address Change Contact the Agency LICENSEE More... Name: ROBERT B. CARTER REFERENCES& Business: E D C ELECTRICAL DESIGN li CONTROL RELATED INFO WILMINGTON,MA Disclaimer Regarding NEW SEARCH Website License Searches **This Licensee has additional Licenses click here to view them.** Glossary of License Status Codes Licensing Board: ELECTRICIANS More... i License Type: MASTER ELECTRICIAN TYPE CLASS:A License Number: 12950 Status: CURRENT Expiration Date: 7/31/2016 Issue Date: 8/28/1989 Exam Date: 8/5/1989 School: This web site displays disciplinary actions dating back to 1993. This license has had no disciplinary actions taken during this time. The page above has been generated by the Division of Professional Licensure web server on Friday,May 15,2015 at 10:38:53 AM. ©2007-2011 Commonwealth of Massachusetts Site Policies Contact Us http://Iicense.reg.state.ma.us/public/pubLicenseQ.asp?board_code=EL&type class=_A&li... 5/15/2015 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00§Rule 8: In accordance-with the provisions of M.G.L.c.143,§3L,the permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth,and applications shall be filed on the prescribed form.After a permit application has been accepted by an Inspector of Wires appointed pursuant to M.G.L c. 166,§32,an electrical permit shall be issued to the person,firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L.c.143,§3L. Permits shall-be limited as to the time ofongoing construction activity,and may be.deemed.by the Jnspector_of_Wires abandoned.and.invalidifhe—_. ._ e or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period.Upon written application,an extension of time for completion of work shall be permitted for reasonable cause.A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections 74 and 75 of Chapter 238 of the Acts of 2012.The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this puipose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property.With limited exceptions,the Act automatically extends,for four years beyond its otherwise applicable expiration date,any permit or approval that was "in effect or existence"during the qualifying criod beginning on August 15,2008 and extending'through August 15,2012. ule 8—Permit/Date Closed: - 2 --/ *'k*Note:Reapply for new perm 0 Permit Extension Act—Permit/Date Closed: t t NORTH q 3?;•t;�``° "�o� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING SS CMOs � /nom This certifies that ............ SG.' ......................... .. ... `'� ...... ................................ has permission to perform �y� - G ;ST. wiring l yL� A � ...................... wnng the building of..... Tn ...! .L.................................................................... L/yj ,North Andover,Mass. r Fee.. ...S ......... Lic.No..a.�.��........ ... .......�7�....:..... ....... _ ELECTRICAL INSPECTOR Check # 7, Commonwealth of Massachusetts Official Use Oniy kip Department of Fire Services Permit No. /q q '7C, BOARD OF FIRE PREVENTION REGULATIONSOccupancy and Fee Checked [Rev. 1/07] (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR12 WORK (PLEASE PRINT W INK OR TYPE ALL INFORYATION) Date: City or Town of: NORTH ANDOVETo the f t e _ e Inspector of Wit-es. BY this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) j} L Lill SiP -"' �U� N �►tl t-� Owner or Tenant ZIAII,. Q� t/ Lf 14 Owner's Address Telephone No. Is this permit in conjunction with a building permit? yes Purpose of Building ❑ NO i� (Check Appropriate Box) �L�CO/r1i�aJ Existing Service Utility Authorization No. � fs - p � / 11 Volts ��- _ Overhead ❑ Undgrd® No.of Meters _ New Service Amps. / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: 0K oor if 1 / �EiCompletion of the ollowin table maybe waived bv the Inspector o'f res. No.of Recessed Luminaires No.of CeiL_Sus o.of Total p.(Paddle)Fans Transformers No.of Luminaire Outlets' No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ - o.o mergency g d. grn4 El Battsry Units No.of Receptacle Outlets No.of Oil Burners � .SIR--ALARMS No.of Zones No.of Switches No.of Gas Burners o.of Detection and No.of RangesInitiatiII Devices No.of Air Cond. °� Tons No.of Alerting Devices No.of Waste Disposers eat Pump Number Tons o.of Self-Contained Totals: Detection/Alerting Devices r No.of Dishwashers Space/Area Heating KW Local❑ Municipal No.of Dryers g� A Connection ❑ Other Heating Appliances KW Security Systems:* No.of water No.of No.of Devices or Equivalent Heaters ' of Data Wiring: Si Ballasts lasts . No.of Devices or E uivalent gNo.Hydromassage Bathtubs No.of Motors Total gp elecommunications Wiring: R: No.of Devices or E uivalent Attach additional detail tf desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: J(-�dp- l (When required by municipal policy.) Work to Start 26_Oji Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation"coverage or its substantial equivalent The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE [ BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury, that the information on this FIRM NAME; application is true and complete Licensee:�/o„/ �8i6,0� Si gnature LIC.NO.:(If applicable, enter exempt"in the license number line.) LIC.NO.: ?A 5A Address: 5 Bus.Tel.No.:19 D - (© ' *Per M.G.L c. 147,s.57-61,security work requires D Safety„ „ Alt:Tel.No.: OWNER'S INSURANCE WAIVER: I am aware thathe t dons not have the 1 abili Lic.No. normally required by law. By my signature below,I hereby waive this requirement I am the(check one) ❑owner cov❑emownecs agent Owner/Agent Signature Telephone No. PERMIT FEE: $ The Commonweizith of Afassachusetts ti Department oflradustria1_accidents Office of rnvesiigations 600 Waslzi gton Street Boston, M4 02111 Workers' Compensation Insurance Affidavit: Bea rs/Contra Applicant Information ctors/Electricians/Plumbers N Please Print Legibly Name (Business/OTpmza6,,A dividual):� V 0 Address: 5 C/�f/,0/9 City/Sxate/Zip Are YOU an employer?Check the appropriate box: 1. I am a employer with--6_ 4. ❑ I am a Type of project(required): employees(full and/or part-time).* have eral contractor and I ❑ •❑ I am hired the sub-contractors 6. Nein construction a sole proprietor or partner_ listed on ' ship and have no employeesthe attached sheet 1 7• ❑Remodeling These sub-contractors have working for me in any capacity. workers' com . ' 8. ❑Demolition (No workers' c p insurance. a camp. insurance 5. ❑ We area corporation and its 9 []Building addition 3.❑ required] officers have exercised their .I am a homeowner doing all work right of ex 10•❑Electrical repairs or additions myselfmption per MGL 11.❑Plumbing repairs or additions Y INC)[No workers' come. c. 152 1 4 insurance required.] t ).and we have no employees. [No workers' 12•❑Roof repairs comp.insurance required] 13 ❑ Other `n3' Iic9nt Lhst h=am bin:=1 mist iso uu out the Be- a_ee o I�omeowners who submit this p' ot''""nom ~'ti warkws'coa^� affidavit indicating the,a.,doing aL'were and r `oa Y e�j�--W--" ttCoauactors that Che;is this box must attached an additional sheet showing then hire outside contr,,-= vs submit a new affidavit indicating such. the name of the sub-contractors and their workers'comp.policy information. Jam an employer that is providing workers'compensation insurance or m e -informadon, f y mPloyees. Below,is the policy and job site Insurance Company Name: Policy#or Self-ins.Lica#: Expiration Date: Job Site Address: City/State/Z' n,,, � Attach a copy of the workers' compensation policy declaration as y ePTI� � p ae (showing the policy n -, Failure to secure coverage as required under Section 25A of MGL c. 152 wn p Y umber and expiration date). fine up to$1,500.00 and/or one-year imprisonment,as well as cZ can lead to the imposition of criminal Penalties Of nP to $250.00 a day aeainst the violator. Be advised that a co Penalties in the form this of a STOP WORT{ORDERa an of a Investigations of the DIA for insurance coverao PY of statement may be forwarded to the O and a fine be verification I do hereby certify under the pains and pees o er u .rP J ry thQz the information provided Signature; above is true and correct Phone#: p Official use only. Do not write in this area, to be completed bj cM,or town ofJici,,L City or TowA: Fssuinb Authority(circle onm one): Permit/License# 1. Board of Health 2.Building Department 3. Citv/Town Clerk 4.Electrical Inspector Plumbing 6. Other b Inspector Contact Persue: Phone#: Date.... TOWN OF NORTH ANDOVER PERMIT FOR WIRING COW -roe: DL- ct4lvi This certifies that .................................................................0................. .............. & has permission to perform ....... ........................... wiring in the building of....... ...................... 7 Z, �Fz m c, 7— at...................................................�i.......... North Andover,Mass. North twl.0 Fee.[A� ' Lic.Nok.38(2. .......... ........ .......... LECTRICAL NSPECT?R Check # 10765 K� - - Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. BOARD OF FIRE PREVENTION REGULATIONSOccupancy and Fee Checked [Rev.1/071 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEA SE PRINTININKORTYPEALLINFORM-4TION) Date: 4-1- 12 City or Town of. NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) Owner or Tenant 1 r Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes .I No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service 00 Amps I to / 2W'Volts Overhead V1 Undgrd❑ No..of Meters 4 New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity 1 Location and Nature of Proposed Electrical Work: ( ��r� NLMI 120y ex\,\,v5jc ` t Ari/ ONc� \ IGU'I'Cr'S Completion o the followin table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.o mergency ig mg rnd. rnd. Batter. Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.IfTotanitDetectioning Dead vices No.of Ranges No.of Air Cond. Tonsl No.of Alerting Devices No.of Waste Disposers Heat Pump Number .Tons KW........... No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal El Other Connection No.of Dryers Heating Appliances KW Security Systems:x- No.of Devices or Equivalent 1 No.of Water ters KW No.of No.of Data Wiring: Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications OTHER: Wiring: No.of Devices ox E uivalent -7$0 Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: I Z Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) 1 certify,under the pains and penalties ofperjur�;,that the information on this application is true and con plete. FIRM NAME: M �t liA. LIC.NO.: Licensee: .6AA— VN �,.�,� Signature LIC.NO.: 3FC',7-.3 (Ifapplicable,enter exempt"in the license number line) Bus.Tel.No.; 7F 1-' S(6`Et r1 ,0 Address: 71 De Qrl ",./ M71 01414 Alt.Tel.No.: *Per M.G.L c. 147,s.57-61,sec rity work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's a cnt. Owner/Agent Signature Telephone No. PERMIT FEE:$ The Commonwealth of Massachusetts E D1 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lelzibly Name(Business/Organization/Individual): Jv5{ Iry C)4_�nnr . r Address: 72 M-air.. ,V\5 City/State/Zip: Ar i,hQ�- Phone#: 7f i- 316- 691;0 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 1 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ?• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. workers'comp.insurance. 9 y p ty E]Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]f employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they aie doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. Policy#or Self-ins.Lic.#: _704t G(•- Expiration Date: 10110 J 1-I— Job LJob Site Address: 12 rl^ 6A N City/State/Zip: h. to ry iJ i'r;�i QAttach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one=year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: q/q I Z Phone#: _7F1` 3l b - 6eA TO Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Date./..`....:../.....r ........... AORTN TOWN OF NORTH ANDOVER PERMIT FOR WIRING wr ass^c NU 7�.Is certifies that ...I.:.... ........ .............................................................. 'has permission to perform .... ..................................................... wiring in the building of....11 ........ell. .............. at....7 .......................................... ............................ ,North Andover,Mass. Fee/.-.' .......',.*.... Lic. ...........!L;... %........... L. ....V.... ELECTRICAL INSPECTOR Check #CLz z-� ( 1m,?on.weaIg o Q M J "Iadjae ` Official Use Only oCJeparlmed o1.}ire serviced Permit No. BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rei. 1/07) (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL All work to be performed in accordance with the Massachusetts Electrical Code �� (PLEASE PRINT IN INK OR PE A L INFO TION) dater)'s27 CMR t 2,00 A /'y✓ l City or Town of: To the Inspector of Nfir es: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&&Number) i F,I Owner'Or Tenant l(;�X - Telephone No. Owner's Address 2.1/F Is this permit in conjunction � ction�v�th a build ? q Purpose of Buildin .1 ing pmitYes( �J No ❑ (Check Appropriate Box) n�i 1�P. '�S Utility Authorization No Existing Service L(a)D Amps7.v /�LbVolts OverheadUnd d f � �No.of Meters Z New Service (�'SU .Amps t Ze) / Z��°!ts Overhead P�` Undgrd No.of Meters Number of Feeders and Ampacity( 12- Gy C i la, I Location and Nature of Proposed Electrical Work: V. rnt 64,mL A A e Com letion o the ollowing table in be waived b the Ins ector of fres, No,of Recessed Luminaires No.of Ceff.Susp.(Paddle)Fans °•of Total No.., o,of Luminaire Outlets No,of Hot Tubs Transformers KVA Generators KVA No. of Luminaires Swimming Pool Aboven- 0.0 mergency Eg ng rnd. ❑ arnd. ❑ Battery Units No.of Receptacle Outlets No.of Oil Burners. FIRE ALARMS No,of Zones No,of Switches No,of Gas Burners o.of etechon an No.of RangesInitiatin Devices Na of Air Con d. alai Tons No,of Alerting Devices 1 No.of Waste Disposers eat ump umber Tons W o,of Self-Contained ' Totals: ........._..........._..................,... _.....'- Detection/Alerting Devices y No. of Dishwashers Space/Area Beating KW Local❑ Municipal Oth Connection ❑ er No. of Dryers Heating Appliances KW Security ,stems:'* o'. 0 ater o, of o of No.of)Devices or E u!valent c Heaters KW Signs Ballasts Data Wiring: No. Hydromassage Bathtubs No.of Devices or Equivalent No.of Motors Total HP Telecommunications tiring: v OTHER: No.of Devices or Equivalent Attach additional detail if desired, or as required by the Inspector of Wires.. Estimated Value of Electrical Work: Work to Start: --- (When required by municipal policy.) INSURANCE COVER Inspections to be requested in accordance with MEC Rule 10, and upon completion. AGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent, The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify: I cert, under the p ins and pe►zalties o ) PP f perury,tl the information,on this application is true and complete. FIRM NAME: Licensee: LIC.NO.: ��1 �_ Signature LIC.NO.:1p 13 (If applicable enter empt 11 in the license number line Address: �} IU Bus. Tel.No.: *Per M.G.L. c 147,s•57 61,security work requires Department of Public Safety"S"License; Alt. Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance loverage n— o—rma!ly required by law.'By my signature below,I hereby waive this requirement. I am the(check one)❑owner Owner/Agent ❑owner s a ent. Signature Telephone No. PER1i�IT FEE; —�j ?:f 1 13 � oD 2 metroPICS. U rdindt Yourself. RD FLOR m. etro ,7, v 285 BILLERICA ROAD `*__._ � � CHELIMSFORDO MA 01824 a Am TEL (978) 244-7200 aft FAX (978) 244-7240 mm ut rumIM Hudson *Zr' BOS0380C Design GToup�c TRINITARIAN CONGREGATIONAL CHURCH KAND VER, STREET SUILDING20 NORTH,SUTTE2-101 TEL(978)%7-5553 N.ANDOVER,MA 01845 FAX(978)3363586 70 ELM STREET NORTH ANDOVER, MA 01845 NORFOLK COUNTY 4, r ' El- SITE TYPE: CHURCH STEEPLE ENGINEER/LAND SURVEYOR R IS A VIOLATION OF LAW FOR ANY PERSON, SITE INFORMATION: VICINITY MAP APPROVALS UNLESS THEY ARE ACRNC UNDER THE DIRECRON OF A LICENSED PROFESSIONAL ENCMEER. TO ALTER THIS DOCUMENT. PROPERTY OWNER: TRINITARIAN CONGREGATIONAL SCALE:N.T.S. CHURCH OF NORTH ANDOVER LANDLORD: 72 ELM STREET REVISIONS NORTH ANDOVER,MA 01845 FIELD CONST.MGR: 'k4,y N RF ENGINEER: APPLICANT: METROPOS MASSACHUSETTS,LLC sr 285 BILLERICA ROAD SITE ACQUISITION AGENT: CHELMSFORD,MA 01824 ARCHITECT/ENGINEER: (978)2447000 SITE ADDRESS: 70 ELM STREET NORTH ANDOVER,MA 01845 SHEET INDEX 1 04/14/09SSUED FOR CONSTRUCTION COUNTY: ESSEX DWG. DESCRIPTION REV. 0 04/01/09 ISSUED FOR REVIEW LATITUDE: N 42899570° W4TER REV. DATE DESCRIPTION LONGITUDE: W-71.128593° `.`' = ST T-1 TITLE SHEET 1 WAE ZONING CLASSIFICATION: RESIDENCE 4(R-4) om 7r =!'..7- M �Q¢= m� GN-1 GENERAL NOTES i BOSo3BOC M AS SHOWN ZONING JURISDICTION: TOWN OF NORTH ANDOVER �- W C11 PLOT PLAN 1 TAX ID PARCEL NUMBER: MAP 42 BLOCK 2 z arER sr A-1 ROOF PLAN&ELEVATION i �� A-2 EQUIPMENT ROOM PLAN 1 SITE NAME, ARCHITECT/ENGINEER: HUDSON DESIGN GROUP LLC �r ; 16DO OSGOOD STREET ,� s A3 RF SCHEDULE&DETAILS 1 BOS0380C 5 S-1 ANTENNA LAYOUT PLAN AND DETAILS 1 a�77 CCJJ V BUILDING 20 NORTH,SURE 2-101 �Eo St' �,}' R SITE E-1 ONE-UNE DIAGRAM,RISER,AND DETAILS 1 N.ANDOVER,MA 01845 � ��° �° s TRINITARIAN POWER COMPANY: NATIONAL GRID v E-2 GROUNDING RISER AND DETAILS 1 25 RESEARCH DRIVE „' M-1 MECHANICAL NOTES AND DETAILS 1 CONGREGATIONAL WESTBOROUGH,MA 01582 3 S2 (5a)I-m 9 m CHURCH TELEPHONE COMPANY: VERIZON ny'Po 185 FRANKLIN STREET DO NOT SCALE DRAWINGS `Io G y BOSTON,MA 02107 oy yL y SITE ADDRESS: (800)941-AW yoo `� s? CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 70 ELM STREET F„� ETM AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES NORTH ANDOVER,MA 01845 SITE ACQUISITION MANAGER: KATE RUGMAN EREST RD BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. (603)31&M CONSTRUCTION MANAGER: MARION HUMMER DRAWING TIRE: (978)2447279 OPS CONTACT: MIKE WILBANKS PROJECT DESCRIPTION TITLE SHEET (978)2447280 1. THIS IS AN UNMANNED AND RESTRICTED FOR ACCESS EQUIPMENT AND WILL USED FOR THE DRIVING DIRECTIONS TRANSMISSION OF RADIO SIGNAL FORR THE HE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. FROM 285 BILLERICA ROAD,HEAD SOUTHEAST ON BILLERICA RD/RT-129 TOWARD ELLIOTT ST.GO 0.7 Mi.MAKE A 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING NO: U-TURN.GO 338 FT.MERGE ONTO US3 N VIA THE RAMP TO LOWELL/NASHUA N.H.GO 0.7 MI.SLIGHT RIGHT AT LOWELL 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. CONNECTOR N(SIGNS FOR LOWELL CONNECTOR/LAWRENCE/1-495 N).GO 0.6 MI.TAKE EXIT 30A TO MERGE ONTO 1-495 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. N TOWARD LAWRENCE.GO 11.4 MI.TAKE EXIT 43 FOR MASS.AVE.GO 0.2 MI.MERGE ONTO MASSACHUSETTS AVE.GO 5. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER T- 1 0.5 MI.SLIGHT LEFT AT GREENE ST.GO 0.5 MI.SLIGHT LEFT AT MAIN ST.GO 79 FT.SLIGHT RIGHT AT ELM ST MONTH AT ONE HOUR PER VISIT. DESTINATION WILL BE ON THE LEFT.GO 0.2 MI.ARRIVE AT:70 ELM ST,NORTH ANDOVER,MA 01845. 1XVISION 01000-GEINERM REQUIREMENTSCONCRETE MUN5 'MOOD metroCS. G 115E ACCELERATING ADMIXTURES N COIR wFAMER AND RETARDING y: PAINT 1 GENERAL CAST-IN-PLACE CONCRETE ADMIXTURES N HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER. PART -GENERAL 1. ENGINEERED WOOD: UI'I11imit Yourself. REFER TO METRO PCS STANDARD CONSTRUCTION SPECFlGTIONS. PART 1 -GENERAL D. TOTAL MR CONTENT SHALL BE 5 PERCENT PLUS OR MINUS 1 PERCENT. 1.01 WORK INCLUDED A ALL ENGINEERED LUMBER.INCLUDING LVLS,F-.LOST,RM JOISTS,ETC...CALLED N CASE OF A CONFLICT.METRO PCS STANDARD CONSTRUCTION OUT N THESE DRAWINGS SHALL BE MANUFACTURED BY BOISE CASCADE OR SPECIFICATIONS(LATEST EDITION)SHALL BE FOLLOWED. 1.01 DESCRIPTION PARE 3-EXECUTION A MATERIALS WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL MATERS APPROVED EQUAL 285 BILLERICA ROAD TO BE FIIRMSHEI).AND WITHOUT LIMITING THE GENERALITY THEREOF,INCLUDES AL THIRD FLOOR PART 2 GENERAL NOTES WORK INCLUDES CONSTRUCTION OF CAST-IN-PLACED CONCRETE FOUNDATIONS, 3.01 INSPECTION EQUIPMENT.LABOR AND SERVICES REQUIRED FOR AL STRUCTURAL STEEL WORK B. HANDLING,STORAGE AND INSTALLATION OF ENGINEERED LUMBER ARE TO CHELMSFORD, MA INCLUDING ALL REAS NCIDEITA.THERETO AS B'EC1Flm HEREIN AND AS SHOWN ON FOLLOW THE MANUFACTURERS RECOMMENDATIONS. 01824 INCLUDING FURNISHING AND INSTALLING RS SH MIX CONCRETE, WINFORCING. THE DRA'MNGS. INCLUDING: 1. THE CONTRACTOR BRNl CANE ALL NOTICES AND COMPLY WITH AL FORMWORK.AND ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ANGIORS.SEATS.PENETRATIONS,PLATES, LAWS,ORDINANCES.RULES.REGULATIONS AID LAWFUL ORDERS OF CAST-N-PLACE CONCRETE INCLUDES ALL SITE CONCRETE,INCLUDING FOUNDATIONS, REINFORCEMENT.AND OTHER TEAS TO CAST INTO CONCRETE ARE ACCURATELY TEL (978) 244-7200 ANY PUBLIC AUTHOPott.MUNICIPAL AO UTILITY COMPANY SLABS ON GRADE,EQUIPMENT PADS,AND GUARD POST FOUNDATIONS. 1. STEEL FRAMING INCILIDING BEAMS,ANGLES,CHANNELS AND PLATES. 2 ROUGH CUD LUMBER: SPECIFICATIONS.AND LOCAL AND SATE CODES PLACED,HELD SEWRELY,AND SWILL NOT CAUSE HARDSHIP N PLACING CONCRETE. FAX 978 244-7240 FEARING ON THE PERFORMANCE OF THE WORK THE WORK 1.02 RELATED WORK UNLESS CALLED D,OUT DIFFERENTLY N THESE DRAWINGS.ALL FRAMING LUMBER TO 3.02 PREPARATION 2 WELDING AND BOLTING OF ATTACHMENTS. BE KILN DRIED,S-P-F.N0.2 GRADE OR BETTER MATERIAL PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE N STRICT ACCORDANCE WITH ALL APPLICABLE CODES. A COORDINATE LNDER SLAB CONDIIIIS A THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING 1.02 REFERENCE STANDARDS 3. PLYWOOD: REGULATIONS,AND ORDINANCES. WITH STEEL BRUSH AND APPLYING BONDING AGENT. APPLY BONDING AGM N A. B. COORDINATE WITH GROUNDINGACCORDANCEWORK SFWCONFORM TO THE CODES AND STANDARDS OF REEL UNLESS GILLED OUT DIFFERENTLY ALL PLYWOOD TO BE TYPE I AND MEET THE 2 THE ARCHITECT/ENGINEER EF EER HAVE MADE EVERYFORT TO SET FORTH ACCORDANCE WMANUFACTURER'S RLSTRUCIWNS. FOLLOWING AGENCIES AS FURTHER CITED HEREIN: MINIMUM REQUIREMENT OF THE APA(AMERICAN PLYWOOD ASSOCIATION).PLYWOOD N THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 1.03 APPLICABLE STANDARDS HE 3.03 PLACING CONCRETE THICKNESS AND OTR REQUIRED PROPERTIES ARE AS CALLED OUT N THESE Hudson SCOPE OF WORK THE CONTRACTOR BIDDING THE JOB IS 1. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS,AS PUBLISHED IN PLANS. NEVERTHE.fSS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN A AGI-301 -SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS. "COMPILATIONOF ASTM STANDARDS N BUILDING CODES' ; THE DRAWINGS AND OR SPECIFICATIONS SHNOT EXCUSE SAID A THE ENGINEER SCOW.LE NOTIFIED EO NOT LESS THAN 24 HOURS IN ADVANCE OF 4. JOIST HANGERS: Design GTC1U}atzc, AD. CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS B. ACI 347-GUIDE TO FORMWORK FOR CONCRETE. CONCRETE PLACEMEN. UNLESS INSPECTION IS WAVED IN EACH GSE,RACING OF 2 AWS:AMERICAN WELDING SOCIETY INC..AS PUBLISHED IN STANDARD N ACCORDANCE WRFC THE INTENT OF THESE DOCUMENTS. CONCRETE SHALL BE PERFORMED ONLY N THE PRESENCE OF TETE ENGINEER. D1.1-2006.STRUCTURAL WELDING CODE'. UNLESS CALLED OUT DIFFERENTLY ALL HANGERS ARE M BE HEAVY GALVANIZED C. ASTM C33-CONCRETE AGGREGATES CONCRETE SHALL NOT BE PLACED UNUM ALL FORM WORK.EMBEDDED PARTS,STEEL. MANUFACTURED BY SIMPSON STRONG-TIE OR APPROVED EQUAL. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF REINFORCEMENT,FOUNDATION SURFACES.AND JOINTS INVOLVED IN THE PLACING 3. NSC:AMERICAN NSTME FOR STEEL CONSTRUCTION.AS PUBLISHED N'CODE 1600(15GWDSTREET NOTIFYING(IN WRITING)METRO PCS'S REPRESENTATIVE OF ANY D. ASTM C94-READY-MD®CONCRETE HAVE BEEN APPROVED.AND UNTIL FACILITIES ACCEPTABLE TO THE METRO PCS FOR STANDARD PRACTICE FOR STEE.BUI DINGS AND BRIDGES':SPECIFICATIONS FOR STEALTH AND FRP(TIBEFtGtASS REINFORCED PLASTIC) BUILDING 20 NORTH,SUITE 2.101 TEL•(978)557.5553 CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF E ASTM C150-PORTLAND CEMENT REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 1.ALL MATERIALS AND WORKMANSHIP TO FOLLOW THE RECOMMENDED GUIDE LINES, N.ANDOVER,MA 01845 FAX(978)3365586 CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL AND F. ASTM C260-AR-ERRWNING ADMIXTURES FOR CONCRETE ALL ITEMS HAVE BEEN APPROVED AND METRO PCS HAS PERFORATED A FINAL 4. CA/TL4-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING DETAILS GUIDE ORAAP INTHEELATION OF THE BEDFORD 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, INSPECTION AND GOER APPROVAL TO START PLACEMENT IN WRITING. STRUCTURES. EQUIPMENT.LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED G. ASTM C309-LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING (PHONE:(814Xi23-8125 WWW.BEDFORDPIASIICS.COM) NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED 8. UNLESS SPECIFIED TO BE BEVELED,EXPOSED EDGES OF FLOATED OR PMD 2-STRUCTURAL NOTES HEREIN. CONCRETE. TROWELED SURFACES SHALL BE EDGED WITH A OL HAVING A 1/4'CORNER SPECIAL CONSTRUCTION ANTENNA INSTALLATION A.A" H. ASTM 0494-CHEMICAL ADMIXTURES FOR CONCRETE RADIUS Al STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE PMT 1 -GENERAL �•.'_ ,. SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE C. PLACEMENT OF CONCRETE BULL BE IN ACCORDANCE WITH AG 301. DRAWINGSAND HETERO PCS SPECIFICATION 25252-000-3PS-GET-N0001 UNLESS HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE I. ASTM A615-DEFORMED STEEL BAS FOR CONCRETE REINFORCEMENT. OTFERWSE NOTED.STRUCTURAL STEEL SHALL BE ASTM-992-50 UNLESS OTHERWISE 1.01 WORK INCLUDED PROJECT CAN BE CONSTRUCTED N ACCORDANCE WITH THE D. TFE CONTRACTOR BULL ENSUE TENT REINFORCEMENT,INSERTS.EMBEDDED NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN.INSTAIATION AND BOLTING J. ASTM A185-STEEL WELDED WIRE FABRIC FOR CONCRETE(ENFORCEMENT SHALL BE IN AGOROANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTIONSPECIFIED CONSTRUCTION DRAWINGS. PARTS,FORMED JOINTS AND VAPOR BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. 'MANUAL OF STEEL CONSTRUCTION'.MISC.STEEL TO BE A36. T ANTENNAS AND COAXAL CABLES SHALL RE AS PROTECTION ON THESE DRAWINGS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH 1.04 QUALITY ASSURANCE ( ) THE CONTRACTOR T ADHALL RE CE TO OSHA FOR THE PROTECTION OF PERSONNEL AND PROPERTY. STRICT A)HENLTKIE TO OSHA STANDARDS ISS MANDATED. �} CONSTRUCTION PRIOR TO STARTING WORK ON ANY TEM NOT E THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE �,;L•: CONCRETE S DIRECTED AND OPERATIONS SHAH BE TESTED AND INSPECTED BY THE CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT RF3NFORCING 5IFELL UNLESS SHOWN OTHERWISE ON DRAWINGS: SUPPLEAIENIS,ANB/IU-222-F STRl1CR1RA.STANDARDS FOR STEEL ANTENNA .,'• � ENGINEER AS WHORED BY METRO PCS. B. INSTALL ANTENNAS AS INDICTED ON DRAWINGS AND METRO PCS DOCUMENTS. CONCRETE GST AGAINST EARIH......._....3 IN. SUPPORTING STRUCTURES, SPECIFICATIONS. ; • > . 1.05 TESTS CONCRETE EXPOSED M EARTH OR WEATHER: J."•_..•:!_:) 7. THE CONTRACTOR SHAD.INSTAL ALL EQUIPMENT AND MATERIALS /6 AND LARGER.......................................2 AN IN. 2 CONnWTOR SHALL VERIFY ALL DIMENSIONS D CONDITIONS IN THE FIELD C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. �,. �. <-, PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL.ANY UNUSUAL CONDITIONS ACCORDING E THE OTHERWISE OR WHERE /VENDOR'S SPECIFICATIONS CONCRETE TESTS SHALL BE AS ATTIRED HELOMA T T DIRECTED BY METRO PCS. CR AND UTSMALLEREXPO do WWF.............._. 1 1/2 N. LIONESS NOTED OTFOERWISE OR WFHERE LOCAL CODES OR CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT GEST AGAINST SHALL ER REPORTED TO THE ATTENTION(F THE CONSTRUCTION MANAGER AND -!j'` �:� 'r`C" ENGINEER OF RECORD. D. INSTALL COAXIAL CABLES AND TERMINATION'S BETWEEN ANTENNAS AND '/•,�.. -.�C.. ORDINANCES TAKE PRECEDENCE. THE GROUND. EQUIPMENT PER MANUfACNRELRS RECOMMENDATIONS. WEATHERPROOF ALL •.•". .• ENGINEER AS THE WORK PROGRESSES FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH SLAB AND WNL__...........................__.......J/4 IN. 3. DESIST AND CONSTRUCTION OF STRUCTLIRAL STEEL SHALL CONFORM TO THE SECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S 8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL BEAMS AND DOCUMENTSCOLUMNS...._._._......._........._1 1/2 IN. AMERICAN INSTITUTE OF STEEL N SPECIFICATION FOR THE DESIGN, REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE(3)FEET IN EXCESS OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITHWITHTHE LATEST REVISIONS AND ACCEPTANCE, ENTRY PORT LOCATION UNLESS OTHERWISE STATED. ENGINEER LAND SURVEYOR ADDENDUM'S OR CLARIFICATIONS AVAILABLE FOR THE USE OF ALL 3.04 SURFACE FINISHES FABRICATION MID ELECTION(P STRUCTURAL 11RAL STEEL FOR BUILDINGS'. ENGINEER/ LAND INVOLVED WITH THE PROJECT. A THREE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER E ANTENNA MOUNTS AND HARDWARE BULL BE PLANTED TO MATCH EXISTING FOUNDATION. ONE SHALL BE TESTED O THREE DAYS.ONE O TWENTY-EIGHT DAYS. A SURFACES AGAINST WHICH ERG(FILL OR CONCRETE SHALL BE PLACED 4. STEEL PIPE SWILL CONFORM TO ASTM A500'COLD-FORMED WELDED I CONDITIONS. rt SI A THEY OF LAW FOR ANY PERSON, 9. THE CONTRACTOR.THE SUPERVISE AND DIRECT THE PROTECT THE THIRD CYLINDER SHALL L BE KEPT SEPARATELY. (IF REQUIRED TO BE USED IN REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS. SEAMLESS CARBON STEEL STRUCTURAL TUBING'.GRADE A OR ASTM 0.53 PIPE STEEL UNLESS THEY ARE ACTING UNDER THE DIRECTION DESCRIBED HEREIN.THE CONTRACTOR STALL BE SOLELY THE FUTURE) BLACK AND HOT-DIPPED LNC-COATED WENDED AND SEAMLESS TYPE E OR S. F. ANTENNA AND COAXIAL CABLE GROUNDING- OF A LICENSED PROFESSIONAL ENGINEER GRADE B.PIPE SIZES INDICATED ARE NOMINAL ACTUAL OUTSIDE DIAMETER S RESPONSIBLE FOR Al CONSTRUCTION RERUNS.METHODS, B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A UNIFORM 1. ALL EXTERIOR/6 GREEN GROUND WIRE'OAST'CHAIN-CONNECTIONS TO ALTER 7H5 DOCUMENT. TECHNIQUES.SEQUENCES AND PROCEDURES AND FOR COORDINATING B. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYINDERS TAKEN. FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER E'EN• ARE TO BE WEATHER SEALED. ALL PORTIONS OF THE WORK UNDER THE CONTRACT. SUMP SHALL NOT EXCEED 4'UNLESS OTHERWISE NOTED. IRREGULARITIES WITH DRY PACK GROUT,OR BY SACKING WITH UTILITY OR ORDINARY S. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STBOLTS(BEARING STRENGTH BOLTS( A2. ALL COAXIAL CABLE GROUNDING KITTS ARE TO BE INSTALLED ON GROUT. STRAIGHT RUNS OF COAXIAL CABLE(NOT WITHIN BENDS). REVISIONS 10.THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING ALL PART 2-PRODUCT TYPEJAND CONFIRM TO ASTM A325'HIGH STRENGTH BOLTS FOR STRUCTURAL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE JOINTS,14CLUDNG SUITABLE NUTS AND PLAIN HARDENED WASHERS'.UNLESS ROOF WORK WORK BY THE ARCHITECT/ENGINEER,THE STATE,COUNTY OR LOCAL 2.01 CONCRETE MATERIALS SHALL PERMANEN LY EXPOSED M THE WEATHER BE SLOPED FOR DRAINAGE S OTHERWISE NOTED.ALL BOLTS ALL BE 5/8'CIA TYPE X. GOVERNMENT AUTHORITY. UNLESS ENGINEERS DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OR SHOWS 1.IF ROOF WORK IS REQUIRED.CAUTION SCOL BE EXERCISED WHILE WORKING ON 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT.WATER.FINE AND COARSE THE SUPE REQUIRED. THE TOPS OF NARROW SURFACES.SUCH AS STAR TREADS. 6. ALL STEEL MATERIALS 94ALL BE DJALVANDZED AFTER FATICATION IN THE ROOF. EVERY EFFORT MUST BE MADE TO PRESERVE THE ROOF WARRANTY. AGGREGATES,AND ADMIXTURES AS SPECIFIED BELOW.AL WELL MIXED MCURBS.AND BROUGHT WALLS.CURAND PARAPETS SHALL M BE SLOPED APPROXIMATELY 3/8'/FT OF ACCORDANCE WITH ASA123'LNC(HOT-DIP GALVANIZED)COATINGS ON IRON AND EXISTING SITE CONDITIONS WRING CONSTRUCTION.UPON TO PROPER CONSISTENCY.CLASS I,II,TTI,OR V. WIDTH. EEL TH. BROADER SURFACES SUCH AS WALKS,ROADS,PARKING AREAS AND STPRODUCTS',UNLESS OTHERWISE NOTED. 2.WHEN ROOF PENETRATIONS ARE REQUIRED,THE CONTRACTOR STALL CONTACT COMPLETION OF WORK,THE CONTRACTOR SHALT.REPAIR ANY PLATFORMS SCOL BE SLOPED APPROXIMATELY 1/4'/FT. AND COORDINATE THE WORK WITH THE BUILDING OWNER AND THE EXISTING ROOFING DAMAGE THAT MAY HAVE OCCURRED DUE M CONSTRUCTION ON OR A CEMENT:CEMENT SHALL BE TYPE I,GRAY COLOR.LOW-ALKALI PORTLAND 7. AL BOLTS,ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN INSTALLER. ABOUT THE PROPERTY. CEMENT CONFORMING TO ASTM C150. D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE SHALL BE ACCORDANCE WITH ASTM A153 7lNC-COATING(HOT-GP)ON IRON AND STEEL SMOOTH SCREENED. HARDWARE'.UNLESS OTHERWISE NOTED. RELATED WORK(ROOF TOP SITES) 12.THE HAZARD STALL KEEP THE GENERAL WORK AREA F ALL B. FINE AND COARSE AGGREGATES:AGGREGATES FOR USE IN CONCRETE SHALL MID HAZARD FREE DURING CONSTRUCTION ALL AND DEPOSE OF ALL COMPLY WITH ASIAN C33. E EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED,SCREEDED,FLOATED,AND FURNISHED THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS. 1 04/14/09 SSUED FOR CONSTRUCTION 8. FIELD SHALL DRILL HOLES.SAW CARS AND AL DAMAGED GAUNT COD DIRT.DEBRIS.RUBBISH AND REMOVE ALL UNNECESSARY MATERVLL. STEEL TROWELED.' HAND OR POWER-DRIVEN EQUIPMENT MAY BE USED FOR SURFACES STALL BE REPAIRED WITH AN ORGANIC ZINC REPAIR PAM COMPLYING BUT COORDINATE WITH OMEN TRADES PRIOR TO BID: C. WATER:WATER FOR MIXING AND WRING CONCRETE SHALL BE FREE FROM FLOATING$WHICH SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS WITH REQUIREMENTS OF ASTM A780.GALVAWZNSH G REPAIR PANT ALL HAVE 65 O 04/01/0ISSUED FOR REVIEW 13.THE CONTRACTOR BULL COMPLY DIRT AL PERTINENT SECTIONS OF SEWAGE,OIL,ACID,ALKALI,AND SALTS AND SHALL BE FREE FROM OBJECTIONABLE ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. ALL EDGES MUST HAVE A PERCENT ZINC BY WEIGHT.LRP BY DUNCAN GALVANIZING,GALVA BRIGHT PREMIUM 1. FLASHING OF OPENING INTO OUTSIDE WALLS THE STALE BASIC BUTTING CODE,LATEST EDITION,AND QUANTITIES OF SILT.ORGANIC MATTER,AND OTHER DELETERIOUS SUBSTANCES. 3/4'CHAMFER CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE BY CROWN OR EQUAL THICKNESS OF APPLIED GALVANIZING REPAIR PANT BULL BE 2. SEALING AND CAULKING AL OPENINGS REV. DATE DESCRIP11ON ALL OSHA REQUIREMENTS AS MEI'APPLY M THIS PROJECT. Y. PAINTING ALL EXISTING ACTIVE SEWER,WATER CAS.ELECTRIC.AND OTHER 2.02 ADMIXTURES NSTNLED N ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.SPECIAL NOT NOT LESS THAN 4 COATS(ALLOW TIME M DRY BETWEEN COATS)WITH A 4. CUTTING AND PATCHING UTILITIES WHERE ENCOUNTERED IN THE WORK.BULL BE PROTECTED INSPECTIONS,REQUIRED BY GOVERNING CODES.SWILL BE PERFORMED IN ORDER M RESULTING COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS APPLICABLE. PROJECT NO. DESIGNED BY: M SCALE: AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. MANUFACTURERS MINIMUM 1.03 REQUIREMENTS OR REGULATOR AGENCIES ORAKN BY: M AS SHOWN OF THE WORK,SHALL RE REQUIRED AS THE PRO BY THE A. CHEMICAL ADWXTURE:ASTM 0494,TYPE A-WATER REDUCING OR TYPE D- CONCRETE EDGE D6TANCE SHALL BE MAINTAINED WRING INSTALLATION. 9. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES,APPEARANCE BIS0350C WATER REDUCING MID RETARDING. AND QUALITY OF WELDS,AND FOR METHODS USED N CORRECTING WELDING.ALL fEN G 'D BY: B ARCHITECT/ENGINEER. A FURNISH UJ_LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE INSTAL 203 WRING COMPOUND:ASTM C309,TYPED.CLASS B:TRANSLUCENT. 3.05 PATCHING WELDERS AND WETTING PROCESSES ES'.SHABE WELDINOLIALIFIG A BE DONE WITH AWS IN CONFORMANCE WITH U.L STMAAFtDS WHERE APPLMABLE STANOMD QUALIFICATION PROCEDURES'.ALL WELDING SRA.L BE DONE USING 14.WH CONTRACTOR BULL NOTIFY METRO POSES REPRESENTATIVE SITE NAME: WHERE N S.THE OCCURS ON ANY()F THE CONTRACT 204 ACCESSORIES ME CONTRACTOR SHALL NOTIFY UR ENGINEER IMMEDIATELY AEON REMOVAL OF THE WELD ELECTRODES T S WELDING VIDE EMINICONFORM TO NSC AND ABLE WHERE FILLET B. NSTAN ANTENNA ANTENNA CABLES,GROUNDING SYSTEM IN ACCORDANCE WITH BOS0380C DOCUMENTS.ME CONTRACTOR 5 NOT TO ORDER MATERIAL OR FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS. IMPERFECTIONS SHAT BE WELD BZFS ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J24 N ME DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND J CONSTRUCT ANY PORTION OF THE WORK THAT S N CONFLICT UNTIL A NONSHRINK GROUT:PREMIXED COMPOUND CONSISTING OF NONMEDAIJC PATCHED ACCORDING TO ME ENGINEERS DIRECTION. AISC'IAANLIAL OF STEEL CONSTRUCTION'.9TH EDITION. RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES,AND SPECIAL CODES THE CONFLICT IS RESOLVED BY METRO PCSS REPRESENTATIVE. AGGREGATE,CEMENT,WATER REDUCING AND PLASTICIZING;AGENTS:CAPABLE OF 3.CA DEFECTIVE CONCRETE 10. NCORIECRY FABRICATED,DAMAGED OR OTHERWISE MISFlTfING OR HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS WORK NCLUDFS TRINITARIAN DEVELOPING MINIMUM COMPRESSIVE STRENGTH G 7,000 PSI IN 28 DAYS. BUT IS NOT LIMITED TO ME FOLLOWING• 15.ME CONTRACTOR SHALL VERIFY AL DIMENSIONS.ELEVATIONS, NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE PROPERTY LIES,ETC.ON THE JOB. B. JOINT FILLER:BITUMINOUS TYPE.ASIM D1751 OR NDN-BITUMINOUS TYPE ASTM THE CONTRACTOR SHALL MODIFY OR REPLACE CONCRETE NOT CONFORMING TO CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH 1. EI/TA-ELECTRONIC INDl15I1RIE3 ASSOCIATION RS-222 CONGREGATIONAL D1752 REQUIRED LEVELS AND LINES.DETAILS:AND ELEVATIONS AS SPECIFIED IN AGI 301. ACTION SHALL REQUIRE CONSTRUCTION MANAGER APPROVAL STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING 16.THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA STRUCTURES AZIMUTH VERIFICATION(DURING ANTENNA INSTALLATION)PRIOR TO C. ANCHOR BOLTS:ASTM A307.UNPRIMED. 3.07 PROTECTION 1t.MANUUN1SFACTURED SHALL TR FORMED WFYN.CHANNEL STRUT FRAMING M CONDUCING SITE SWEEPING MANUFACTURED 8 U2GA. T CORP,WAYNE,M OR EQUAL STRUT MEMBERS BULL 2. FM T FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC CHURCH 205 CONCRETE MIX BE 7 5/8'zt TER FABRICATION UNLESS OTHERWISE NOTED,AND BULL BE HOT-DP 70/7160-N,OBSTRUCTION MARKING AND LOTTING. 17.THE GENERAL CONTRACTOR SHALL IN ALL INSTANCES CONFORM TO C IMMEDIATELY FROM AFTER PLACEMENT.THE CONTRACTOR SCOL PROTECT THE CALVANQED AFTER FABRICATION FOR EXTERNAL USE APPLICATIONS. THE SPECIFMATKNS ISSUED BY METRO PCS A CONCRETE SHALL BE PROPORTIONED PER REQUIREMENTS OF ACI 301 h METRO CONCRETE FROM PREMATURE OIMNC. IXCfS51VFlY HOT OR COLD TEMPERA7IMES. 3. FCC-FEDERAL COMMUNICATIONS COMMISSION RULES AND SITE ADDRESS: PCS CONSTRUCTION SPECIFICATIONS FOR DESIGN STRENGTH&WORKABILITY. AND MECHANICAL INJURY. FINISHED WORK SCOL BE PROTECTED. 12 UNLESS OTHERWISE NOTED.EPDXY ANCHOR ASSEMBLY SQUALL CONSIST OF 1/2' REGULATIONS FORMA 715,OBSTRUCTION MARKING AND UGHTM SPECIFICATION FOR CONCRETE SHALL BE DELIVERED WITHIN 45 MINUTES OF ADDITION OF WATER TO MIX. B. CONCRETE BULL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY DIAMETER STAINLESS STEEL ANCHOR ROD WITH NUTS h WASHERS.AN INTERNALLY ANTENNA STRUCTURES AND FORM 715A,HIGH INTENSITY OBSTRUCTION LIGHTING 70 N STREET 18.PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT D THREADED INSERT.A SCREEN TUBE AND A EPDXY ADHESIVE THE ANCHORING SPECIFICATIONS FOR ANTENNA STRUCTURES. SYSTEM SFVJL EIE THE HLR-HIT HY-20 AND OR HY-150 SYSTEMS(AS SPECIFIED NORTH ANDOVER,MA 01845 RISERS THROUGH THE BUILDING.. DO NOT PENETRATE STRUCTURAL B. THE FOLLOWING STRENGTHS SHALL BE USED: HARDENING OF CONCRETE. MEMBERS WITHOUT STRUCTURAL ENGINEERS APPROVAL SLEEVES 1. FENCE POST FOUNDATIONS-DESIGN COMPRESSIVE STRENGTH AT 28 DAYS AN DWG.)OR ENGINEERS APPROVED EQUAL WITH 4-1/4'MN.EMBEDMENT DEPTH. 4. NEC- NATIONAL ELECTRICAL CODE AND/OR PENETRATIONS IN FRE RATED CONSTRUCTION S 41 BE OF 3.000 PSL C. ALL CONCRETE SHALL BE WATER CURED PER ACCEPTABLE PRACTICES PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE 2 EQUIPMENT FOUNDATION-DESIGN COMPRESSIVE STF04M OF 3.000 PS SPECIFIED BY ACI CODE. 13. UNLESS OTHERWISE E NOTED.EXPANSION BOLTS BWl CONFORM 70 FIRE RATING OF THE STRUCTURE FILL FOR FLOOR PENETRATIONS AT 28 DAYS UNLESS OTHERWISE NOTED.(CONTRACTOR FURNISH 4.000 PSI FEDERAL SPECIFICATION FF-S-325, INSTALLATION I,TYPE A CLASS 6.HLR 5. IN L UNDERWRITER'S PART 7 OF THE FA APPROVED ELECTRICAL PRODUCTS. DRAWING TITLE: KCC BOLT I lM APPROVED EQUAL ER'S ECOM SHALL BE N SWILL PREVENT PASSAGE OF WATER,SMOKE FIRE AND FUMES. Nl CONCRETE). 6. IN ALL CASES,PATI 77 OF THE FM RULES AND PARTS 17 AND 22 MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 3. CONCRETE STRENGTH FOR MONOPOLE OR TOWER FOUNDATION SHALL BE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.MINIMUM OF THE FCC RULES ARE APPLICABLE AND IN THE EVER OF CONFLICT,SUPERSEDE GENERAL NOTES LOW PS RE MOTHAN THE S E M NUFACTURERRECOMMENDATIONS,4.000 PSI EMBEDMENT SHALL BE THREE AND ONE HALF(3 1/2)INCHES ANY OTHER STANDARDS OR SPECIFICATIONS. MINIMUM. 14. WHERE ROOF PENETRATIONS ARE REQUIRED,THE CONTRACTOR SHALL CONTACT AND COORDINATE RELATED WORK WITH THE BUILDING OWNER AND IF ASSUMED DOSING CONDITION DIFFERS,ENGINEER MUST BE INFORMED OF THE EXISTING ROOF INSTALLER. WORK BULL BE PERFORMED IN SUCH A ACTUAL FIELD CONDITION. MANNER AS TO NOT VOID THE EXISTING ROOF WARRANTY. SUBCONTRACTOR TO VERIFY EMSTING DIMENSIONS PRIOR TO STEEL FABRICATION. DRAWING N0: GN - 1 GENERAL NOTES: / \ \ . 1. FIELD SURVEY DATE N/A \ 2 VERTICAL DATUM, NORM AMERICAN VERTICAL DATUM OF 1988 ir4i RES. /j (NA—) unli( dt YQI,Er eff. RES 3. HORIZONTAL DATUM: NORTH AMFRIGIM DATUM OF 19&3(NAD83) C2,` 4. SITE CONTROL POINT: LATITUDE IN EXISTING.69957LDING BILLERICA FLOOR ROAD RD 5. PROPERTY OWNER N CONGO CHELMSFORD, MA 01$ 55-1 TEL (978) 244-7200 NORTH ANDOVER,MA 01845 STR RES M 72 ELMS FAX (978) 244-7240 6. SITE NUMBER: BOS0380C 55-9 / \ 55-1 7. SITE ADDRESS: 70 EUA STREET RES, \ RES, \ NORTH ANDOVER MA 01845 RES. / \ \ 8. APPLICANT. 285 BILLS MASSACHUSETTS.LLC Hudson/�„ � \\ CHELMSFORD, A 01824IRD FLOOR 1-ludsoi I D \ \ 9. JURISDICTION: TOWN OF NORTH ANDOVER DM9sign Graupuc / / / \ \ 10. TAX ID: MAP 42 BLOCK 2 55-7 \ 11. DEED REFERDNX DEED BOOK:N/A 1600 OSGOOD STREET / RES. 12. PLAN REFERENCES: TOWN OF NORTH ANDOVER ASSESSORS MAPS BUILDING 20 NORTH,SUITE 2-101 TEL'(976)5573553 54-3 M 55-8 ( \ PROP06ED h PIAN REFERENCES AS INDICATED BELLOW N.ANDOVER,MA 01845 FAY-(978)33635M/ �� ETROPCS RES./ 6'-8'x12'-10" / / RES. 13. ZONING JURISDICTION: RESIDENCE 4 \ SHALL J/ /\ LEASE AREA UNDER / / 14, ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE STAIRS/ COMMERCIAL / // \ 88 S0. FF)RIX. / 55-18 �k/ \\\ R�20 LOCATE ALL UNDINVESTIGATIONS ERGROUND UTILITIES ID EXISTING PLANS N THE FIEIDTMPRI0RTO ANY�5TIE WOW, / 55-21 CALL THE FOLLOWING FOR ALL PRE-CONSIRIK.'TION NOTIFICATION 72-HOURSTRINGARIAN �i / CONGREGATIONAL PROPOSED / �� RES. PRIOR TO ANY EXCAVATION ACTIVITY , METROPCSCHURCH DIG SAFE SYSTEM(MA.ME.NH.RI,VT):1-888-344-7233 /42-1 ANTENNA / /♦ \ CALL BEFORE YOU DIG(CT):1-800-922-4455 \ RES. OF NORTH ANDOVER OF 6)BEHIND = \ ! �•::";\'.. 54-4 70 ELM STREET / N.AUOVER,MA 01845 ♦ FIBE72G1.A55 1 15. PROPERTY LME INFORMATION IS COMPILED FROM ASSESSORS PUN AND RECO". t 41-15 LOUVER �Q�- DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED M COMMERCIAL / IMP 42 BLOCK 2/ )1?, PANTED TO KJ RESULT OF A FIELD BOUNDARY SURVEY,AND IS SUBJECT TO CHANGE AS1 45.6001 SIL Ff. i� \ 42-34 42-22 / 4� EXISTING / 7R Q RES. ' RES. / PERFORMED. SURVEY IANY DISCLOSE.A FULL BOUNDARY SURVEY WAS LINE TY /�� \ I 1 rp LINE (TYPJ '� .y"'' yY / 16. BEARING SYSTEM OF THIS 6 M S PLAN BASED ON TRUE NOR .TRUE NORM WAS \ O."..; 41-12 42-21 / ESTABLISHED FROM EXISTING PIAN REFERENCE R IS NOT INTENDED TO BE AN �\ RES. / 41-2 / RES. I / EXACT REPRESENTATION OF TRUE NORTH. �`.<�. '>.. / RES. / 41-48 RES. / C.7�.U� ENGINEER/LOUD SURVEYOR / ' \ 4RES. / \v/ /ly / / / / IT IS A VIOLATION OF UW FOR ANY PERSON. ,41-11 /q0 / UNLESS THEY ARE ACTING UNDER THE DIRECTION �Q RES. / / LEGEND OF A LICENSED PROFESSIONAL ENGINEER. / TO ALTER THIS DOCUMENT. 4� \ O 41 13 ORES. 1-% cyG�cy 4�.3 // / // / PROPERTY LINE REVISIONS \ RES. / ST� AS ry�>y4Rm 214 422-15 / ABUTTING PROPERTY UNE F (7 / 360 EXIST.CONTOUR // 47-37 // \ 4�-4 ♦♦ �� // 42�-1.6 / � X X EXIST.CHAIN LINK FENCE \/\ O \ / 42-3 �Q`O \ 4RE5? X X PROP,CHAIN LINK FENCE \ COMMERCIAL 41-34 RES' \�\/ / / / EXIST.TREE UNE \ \ RES. / -- IX6f.STREET LAYOUT 1 04/14/09 SSUED FOR CONSTRUCTION 42-4 / � 42-17 / / EXIST.EASEMENT \ \` RES. RES. -----OHW --- 0HW EXIST.OVERHEAD UTILITIES 0 04/01/0 ISSUED FOR REVIEW OHW PROPOVERHEAD UTILITIES REV. DATE DESCRIPTION 41-23 \ / 4221 / / / uc/E/T EXST.UNDERGROUND UTILITIES PROIEOT No. oFS01ED In: AA BfiuE RES. -I \ / / UG/E/T PROP.UNDERGROUND UTILTIIES �� ,D IA,: M AS SHOWN DPH 41-36 \ 2-9 42_5 cob EXIST.UTILITY POLE/XXX rhoOC (n^ RES. \ RES. RES. ZONING BOUNDARY LINE \ SITE NAM RES/DENCE 4 ZONA BOSOJO / c9�aF 4�D // TRINITARIAN \\ 41-16 ti 42-6 CHURCH ' RES. ST PROPERTY \ 41_22 IN RES. 4� / � EXISTING BUILDING CON CHURCH OVAL \-< 1/ 42-7 / 42-17 i / RES' i SITE ADDRESS: 70 ELM STREET 42-18 \ 42-10 \ ZONING SUMMARY TABLE NORTH ANDOVER,MA 01845 ' \ RES. ZONING DISTRICT: RESIDENCE 4(R / 42-21 ASSESSORS MAP: M 42 B2OCK 2 DRAWING TITLE: M 42-19 42-11 PROPOSED USE: WIRELESSCOMMUNICATION FACILRY DIMENSION: REQUIRED PROPOSED PROPOSED ` ` \ TRUE NDRM AJYJA MINIMUM ANTENNA EQUIPMENT PLOT PLAN PLOT PLA_N ��`� LOT AREA ��FF �7 LOT FRONTAGE 100 FT _ ,72.1 C_1 SCALE 1"-60-0 FRONT YARD SETBACK- 30 FT 69'1. 73'1. 60'-0"30'-0" 0' 60'-0" 120'-0' 180'-O" IF ASSUMED EXISTING CONDITION DIFFERS THAN SHOWN. SIDE YARD SETBACK- 15 FT 47'1 69'1 DRAWING N0: ENGINEER MUST BE INFORMED OF ACTUAL FELE CONDITION ta9REAR YARD SETBACK- 30 FT 193'1 00' 23 1, C_ 1.PLOT PLAN BASED ON TAX MAPS FROM THE TOWN OF NORM ANDOVER. �COMRACfOR SHALL VERIFY ALL DIMENSIONS AND •DIMENSIONS MEASURED FROM THE CLOSEST POINT OF 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERTY LINES. ELEVATIONS WHICH EFFECT THE CONTRACTOR'S WORK. EWPUENE TO NEAREST LOT LME 3.SITE SURVEY WAS NOT BEEN CONDUCTED BY HUDSON DESIGN GROUP LLC FOR THIS PROJECT. STOP OF EXISTING SPIRE ANTENNA ORIENTATION KEY PROPOSED 1�f PMC ELEv. = 150'-0"t (AGL) EXTERIOR OF OF DRAW UK INE TO ELM STREET— 120* mezropcs. (PAINT �T�) SECTOR B PROPOSED Loc*eox FOR i Ut1lI1t1[t Ypursol#, BUILDING/ELOO/EECTRICAL ACCESS KEYS 285 BILLERICA ROAD 120' 2 AS NEEDED(FIELD COORDINATE WITH W PROPOSED METROPCS SECTOR B A-1 3O' THIRD FLOOR EQUIPMENT INSIDE PROPOSED METROPCS GPS SECTOR A 210' CHELMSFORD, MA PROPOSED EQUIPMENT ROOM ANTENNA MOUNTED TO FACADE 01824 PROPOSED- g--_g SECTOR C TEL (978) 244-7200 I%� I )�PC= e FAX (978) 244-7240 -�� 3O' - FBS LOUVER PAINTED 5-I 300' SMATCH ECTOR A I k1l L SECTOR D q 210'SECTOR C Hudson PROPOSED METROPCS Design Groupc ROOY%UNDER STaRSPT Z ---(APPROX. 86 SO.FT) - --- _ _ _ STREET CABLE RUN FROM PROPOSED 300ED CONDENSER —I BUILDING 20DORTH,S PROPOSED FROM PR COAX 2 I NU ANDOVER NMA 018A5 SUITE 2-101 ��I55�� EQUIPMENT ROOM ON GROUND ON SLEEPERS IN ®1 DLEVEL TO IME DDPROPOSED ANTENNAS I SECTOR D STEEPLE POWER/IELICO C''r:. J I E- CONOUT S TO EQUIPMENT ROOM I PROPOSED FIBERGLASS LOUVER TO REPLICATE `1'• L'..- EXISTING WOOD LOUVER.VERIFY ALL DIMENSIONS PRIOR TO FABRICATING LOUVERS EXISTING UTILITY POLE g542/V22 CIMEt OF PROPOSED METROPCS ANTF7MIl5 PROPOSED METROPCS ANTENNA NO I ELEv. =eo—o t AcFIBERGLASS LOUVER PAINTED BEHIND PROPOSED PROPOSED UNDERGROUND TO MATCH ENGINEER/LAND SURVEYOR POWE2/1FLC0 CONDUITS PROPOSED METROPCS GPS I-.n PROPOSED CONDENSER R IS A VIOLATION OF LAW FOR ANY PERSON. ON SLEEPERS IN Ommacxm EXISTINGVERHEAD WIRES ASIDE / e ANTENNA MOUNTED TO I 5 e UNLESS THEY ARE ACTING UNDER THE DIRECTION PROPOSED UNDERGROUND/ A-3 FACADE WITH SOUTHERN I of A LICENSED PROFESSIONAL ENGINEER, CONDUITS) / EXPOSURE TO ALTER TMS DOCUMENT. I � / I EXISTING BELL REVISIONS TOWER / PROPOSED METROPCS COAX / i I CABLE RUN FROM PROPOSED EQUIPMENT ROOM ON GROUND / I LEVEL TO PROPOSED ANTENNAS INSIDE EXISTING BELL TOWER EXISTING ALTER PROPOSED I..PVT; EXISTING POWER CONDENSER DRAIN LINE TO PANELS EXTERIOR OF BUILDING 1 04/14/09 SSUED FOR CONSTRUCTION (PAINT TO MATCH) 0 04/01/ ISSUED FOR REVIEW EXISTING SIDE---' IDE I �\ EXISTING CHURCH ENTRANCE TO REV. DATE DESCRIPTION CHURCH I 0 i �� PROJECT NO OE90NED BY. M WAL EXISTING CHIMNEY (J) Boso,eac IIRAMI FR: M AS SHOWN ON ROOF I I �� QEp(b EM DPH W �I SITE NAME: BOS0380C I I TRINITARIAN CONGREGATIONAL PROPOSED GROUN CONDUIT FROM WATER CHURCH MAIN 04 EXISTING BOILER ROOM TO EMPMENT ROM ( I SITE ADDRESS: I I 70 ELM STREET PROPOSED METROPCS NORTH ANDOVER,MA 01845 6•-8•x12'-10•EQUIPMENT ROOM UNDER STAIRS DRAWING TITLE: — i (APPROX.86 SQ. FT) ROOF PLAN &EL.EVATION GROUND LEVEL ELEV. = O'-0"f Tu Mm L — J DRAWING N0: 1 ROOF PLAN z EAST ELEVATION 8'-0' 4'-0' 0' 8'-0' 16'-0' 24'-0' A-1 SCALE:1/8'=i'-0 8'-0' 4'-0' 0' 8'-O' 16'-0' 24'-0' A WORK ITEW NOTES: 12'-10•t 1. CONTRACTOR TO LEVEL EQUIPMENT ROOM FLOOR WITH SELF LEVELING CONCRETE COATING. FLOCRETE OR EQUAL PREPARE EXISTING SURFACE PER MANUFACTURER'S SPECIFICAMONS. 2 INSTALL NEW SMOKE/HEAT DETECTORS.TIE INTO DOSITNG FIRE ALARM SYSTEM. 3. REMOVE F]OSTING SHELVING AND RE-ROUTE ANY OOSITNG UTILITY LINES AROUND EQUIPMENT ROOM. Unflirdit Yourself. 4. REMOVE ALL DEAD CONDUITS WITHIN EQUIPMENT ROOM 5. ALL COAX LINES TO BE RISER RATED COAXIAL CABLE COAX CHASE 70 BE METAL STUD AND(1) LAYER OF TYPE-X 5/8'GYPSUM BOARD. 285 BILLERICA ROAD 8. CONTRACTOR TO INSTALL SIMPIM/CYPHER PUSH BUTTON DOOR LOCK ON NEW B-LABELED 45 MIN. RATED STEEL DOOR. THIRD FLOOR CHELMSFORD, MA 7. CONTRACTOR TO INSTALL(1)LAYER OF TYPE X DRYWALL ON WALLS AND(2)LAYERS OF TYPE X DRYWALL ON COLING. * 01824 TEL (978) 244-7200 ,r-1o: PROPOSED 3,5 TON FAX (978) 244-7240 cauNc MOUNTED HVAC e"t TELCO IIWT MITSUBISHI OR EQUAL BACKBOARD WITH Gn ePROPOSED EZBF0 -7/ PROPOSED BATTERY CABINET DOOR PER Hudson ®,.. METROPCS PROPOSED Design GrOUplc SPECIFICATIONSPROPOSED _ LIGHT ° 1600 OSGOOD STREET \ BUILDING 2D NORTH,SURE 2.101 TEL'(978)5573553 K ANDOVER,MA 01845 FAX-(978)3363586 PROPOEXISTING HEATING I EXISTING STORAGE SELVES OUTDOOR \ EQ IPMENT BE RECONFlGURm (TO BE REMOVED) CCABINET \ ROPOSED 200A EXISTING DOOR AND REMOVED) 1 SERVICE PANEL EXISTING LIGHTS ° II. UP (T0 BE REMOVED // "' `a•Y. - AND REPLACE) * HIGH CEILING LOW CEILING EL.=10,-5" EL.=6'-8" COAX PORT PROPOSED :;'' A- MKX20FLECT I EXISTING V O.`R•.J /_.:..' J PIPE TRUE NORM <:_. 3 EQUIPMENT ROOM PLAN EXISTING LIGHT I A-2 SCALE 3/4--1'-0- SWITCH I 1-4" 0'-8" 0' 1'-4' 2'-8" 4'-0• ENGINEER/LAND SURVEYOR R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCE14SED PROFESSIONAL ENGINEER, 5'-4•f T-6"t TO ALTER THIS DOCUMENT. REVISIONS TRUE NomK EQUIPMENT ROOM PLAN 1 (EXISTING CONDITIONS) A-2 SCALE:3/4.-11-0• 0'-8" 0' V-4" 2'-8" 4'-0' 111 1 04/14/09 SSUED FOR CONSTRUCTION 0 04/01/09 ISSUED FOR REVIEW REV. 1� DATE DESCRIPTION �- �- PRPIECf ND. DESIGNED BY: M 8050380C ORApN BY: M AS SHOWN PROPOSEDCABLE L,�e I f7Ed('D B1`. DPH THERMOSTAT P PROPOSED PROPOSED �') I ICROORECT SITE NAME: LIGFtT SWITCH I COAX PORT Ism i BOS0380C PROPOSEDEMERGENCYLir UP �ED POSED r5 TRINITARIAN� PER 'HT SPECIFICATIONSI PROPOSED MEfROPCS CABLE P" CON CHURCH PROPOSED . PROPOSED I - e OUTDOOR .* PROPOSED EZBFo SMOKE HEAT CABINET i BATTERY CABINET SITE ADDRESS: PRO I — — — -- — (3)/12 70 ELM STREET IXISTING IN 1/2"C NORTH ANDOVER,MA 01845 PIPE PROPOSED GFi CUTLET (,YP,OF®) ® ® ® DRAWING TITLE: EQUIPMENT ROOM e 5 PROPOSED PLAN v��MK7 R ECT PL A-3 COAX PORT 5'-4•t 1RUE NOION DRAWING NO: 2 1 REFLECTED CEILING PLAN p_2 SCALE-3/4•_1•-0" 4 EQUIPMENT ROOM ELEVATION A-20• q-2 SCALE 3/4--1-0-0' 1-4" O'-8" 1'-4" 2'-8" 4'-0" MOUNT TO UNDERSIDE OF EXISTING CEILING RF SYSTEM SCHEDULE Y WITH HILT KWIK BOLT 3 (OR EQUAL) 1/2-0x2% EMBEDMENT ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER metropcs. SECTOR TYPE AZIMUTH CTRL MECHANICAL RAD CTR MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH U1t1>t l"t Yourseff. Pj 000 UT CHANNEL SPRING NUT BOTTOM L7873NHR COMMSCOPE 125'± RED 1 STRIPE h" 6' I`t" 10' P1000 MIN LENGTH UNISTRUT P1010 BOTTOM L1873NHR OOMIISCOPE 125'± RED 2 STRIPE$ X2" 6' 14 10' 285 BILLERICA ROAD 6' (TYP.) UNISTRUT Tx/Rx 30' 3- elec - 80'± KATHREIN 742 51 1 FLOOR 1/2-THREADED ALPHABOTTOM L1873NHR COMBWPE 125'± RED 1 STRIPE X2" 6' X2" 1o' CHELIMSF RD, MA ROD(TYP.) Tx/Rx 30' 3- elec - 80'± KATHREIN 742 351 PROPOSED 12" -LENGTH VARIES BOTTOM L1873NHR CONMSCOPE 125'± RED 2 STRIPES 1<t 6' Nt" 10' 01824 WIDE LADDER TRAY UNI5TRTEL (978) 244-7200 Pt000 (TYP.)UT BOTTOM L7873NHR COMMSCOPE 125'± YELLOW 1 STRIPE )1" 6' 1<t" 10' FAX (978) 244-7240 Tx/Rx 120' 3' elec - 80'± KATHREIN 742 351 BOTTOM L1873NHR COMMSCOPE 125'± YELLOW 2 STRIPES )4" 6' y," 10' DELTA BOTTOM L1873NHR COMMSDDPE 125'± YE1iOW 1 STRIPE X2" 6' X" 10' Tx/Rx 120' 3' elec - 80'± KATHREIN 742 351 BOTTOM L1873NHR COMM9COPE 125'± YELLOW 2 STRIPE Yz" 6' I<2" 10' SUSPENDED CABLE RACK BOTTOM L7873NHR COMMSOOPE 150'± BLUE 1 STRIPE N2" 6' )<i" 10' Hudson A-3 SCALE•NN 210' 3' elec I-1 BETA Tx/Rx 80'± KATHREIN 742 351 BOTTOM L7873NHR COMMSCOPE 150'± BLUE 2 STRIPES 1rz" 6' 7'z" 10' C3efilgTl('.4TOUJ,7tLc BOTTOM L1873NHR OOMMSODPE 125'± WHITE 1 STRIPE1'i" 6' 1<t" 10' PROPOSED WSMETROPCSHANGS COAX EPSILON Tx/Rx 300' 3' elec - 80'± KATHREIN 742 351 AND ANDREWS HANGER UNIT UT( ANTED BOTTOM L1873NHR COMNSWPE 125'± WHITE 2 STRIPES X2" 6' K2" 10' (IF EXTERIOR. PAINTED COLOR UT(PAINTED _ _ _ _ _ tsaL IN..NO ,S COLOR OF SURROUNDINGS) COLOR OF SURROUNDINGS) - GPS - - - 76'± ANDREW GPS-QBW-26N BOTTOM LDF4-50A ANDREW 120'± BUILDING 2D NORTH,45 2-707 TEL:(978)55735M N.ANDOVER,MA 07845 FAX(976)336-5566 A EXISTING w EXTERIOR WALL ✓; ,�--"`, EXISTING WOOD CEILING/ ANCHORED W/LAG SCREWS PROVIDE CABLE ENTRY , _ WALL JOIST ,,�,�.J'`,,•,^ PANEL ON EA SIDE OF 2X BLOCKING ^ , WALL,SEE TABLE 2. BETWEEN STUDS (2 PER UNISTRUT) v, e o .f~`,- EXISTING CONK. CEILING/WALL Y�0x1 tri"LG. HILTI SEE NOTE i HY HY20 ANCHORS OR EQUALAL o O O O O° COAX CABLE SEE NOTE 2 i (~`• r �' BOOT&CUSHION1� '� -•,� ASSEMBLY.SEE TABLE 1. { _ m 0000 PROPOSED METROPCS 1 "CALV. P7000 °O O O O° CEILING / f��, ,<..• <;_. COAX AND ANDREWS UNISTRUT PAINTED COLOR '^,., Q�`� HANGER (PAINTED COLOR OF SURROUNDINGS) OF SURROUNDINGS) "�U 5N'--;i C AAAA,,...,_ } _ COAX RUN DETAIL A-3 SCALE N.T.S. FRONT VIEW ENGINEER/LAND SURVEYOR UNISTRUT P1 ATTACH WITH APPROPRIATE ANCHORS: COAT(MOUNTED R 6 A VIOUTION OF UW FOR ANY PERSON. 1.MASONRY—3/8-W20 HILTI ANCHORS TO UNISTRUT UNLESS THEY ARE ACTING UNDER THE DIRECTION 2.WOOD—3/8-LAG BOLTS OF A LICENSED PROFESSIONAL ENGINEER, GPS MODEL GPS-OBW-26N TABLE 1 TABLE 2 3.DRYWALL-PROVIDE WOOD BLOCKING& TO ALTER THIS DOCUMENT. W/UNIVERSAL MOUNTING ANDREW BOOT& ANDREW CARIE USE WOOD LAG BOLTS HARDWARE CABLE SIZE CUSHION ASSEMBLY No.CABLES ENTRY PANEL A B REVISIONS CPS COLLAR 1/2.0 204679A-3 1 204673-1 4- 4- TTT COAX RUN DETAIL 3/8" 7/8-0 204679A-2 2 TO 4 204673-4 4' 20 1/2- 7 COLLAR BRACKET * U-BOLT A-3 SCALE:N.T.S. MOUNT KR 1 1/4.0 204679A-3 5 TO 8 204673-8 17 1/2• 25 1/2- P/N GPS-TMG-MNT ASSEMBOLY 1 5/8.0 204679A-4 9 TO 12 204673-12 25 1/2" 25 1/2- EGB 1-0 1.315"O.D. �(�•) NOTES SCHEDULE 40 PIPE. - ' 12"LONG FOR 1.SEAL PERNE:TER OF CABLE ENTRY TO SURFACE OF WALL W/A ONE COMPONENT TO EXISTING GPS ANTENNA POLYURETHANE BASE EEASTOMERIC SEALANT. GROUND RING/HALO 1/2"COAX AND GROUND 2.FASTEN CABLE ENTRY TO WALL W/STAINLESS STEEL SCREWS W/LEAD SHIELD INSERTS 1 04/14/09ISSUED FOR CONSTRUCTION ATTACHED TO PIPE LAC ANCHOREDWITH INTO BRICK,MASONR(,AND CONK.USE TOGGLE SOUS INTO STUD WADS. SECTION EXTENSION WETH srANDOFF 0 04/01/09 ISSUED FOR REVIEW KIT,ANDREW LA MP 30848-4 &SS HOSE CLAMP WAVEPORT ENTRY DETAIL REV. # DATE DESCRIPTION MOUNTING BRACKET A-3 SCALE-NTS 3"X3-X7/4-(TYP. OF 2) PRO.IET;f�• Al OR EQUAL BOSO= �' �• M AS SHOWN CHECWD BY: DPH GPS WALL MOUNTING DETAIL , A-3 SCALE*NTS PROPOSED PROPOSEDCALVµ P1000 EXISTING WALL PROPOSED SITE NAME: LAG LOCKWEEDS UNISTRUT EVERY WAX CABLE BOS0380C (1) LAYERS 5/8- &NUTS(ANCHORED 4'00 (TMP) PROPOSED I l000 TRINITARIAN NOTE: TYPE-X GYP. BOARD TO INTO(E)�) GALVANIZED PROPOSED CONTRACTOR TO PRIME UNDERSIDE OF FLOOR BEAM AND PAINT INTERIOR OF 4"�C".) •) CONGREGATIONAL EQUIPMENT ROOM PER EQUIPMENT ROOM TYPE-X GYP METROPCS SPECIFICATION PROPOSED 3 5/8" METAL (1)S/8"D II II 4 CHURCH STUDS O 16" O.C. DOWN TILT BRACKET BOARD GYP. ———————————— I I ANDREW SNAP-INCwAAL CABLE EXISTING WALL 4•VINYL BASE 0 CABLE HANGER PROPOSED 16 GA.-,, o 0 0 0 0 0 0 0 0 0 0 o SITE ADDRESS: PROPOSED 1x1 22 GPS ANTENNA METAL SSD WAIL VCT FLOORING DIMENSIONS: (Tp•) 70 ELM STREET 5'H x 3.2-D METROPCS F1 EXISTING NORTH ANDOVER,MA01M ANTENNA FIREWALL PROPOSED 16 GA PROPOSED FIRE COA RATED I MEIAL SND WALL PANEL D MENSIOONS FLOOR OO PENETRATION AT EACH �36"± � ANDREW SNAP-IN/ I I (TIP.) DRAWING TITLE: 51.3'H x 11.8"W x 2.7"D CABLE HAINGER (TYP. OF 6) NOTE STAINLESS STEL ANCHORS INTO CONCRETE. � I RF SCHEDULE USE CARBON STEEL ANCHORS INTO BRICK OR MASONRY EXISTING USE TOGGLE BOLTS INTO SND WALLS. I & DETAILS 2.ANCHOR M BE INSTALLED IN 1/2"0 HOLES DRILLED W/ SECTION @ FLOOR FLOOR ANTENNA DETAIL BEI CARBIDE TIPPED DRILL BETE. ANCHORS SHALL A-3 SCALE:N.T.S. A_3 SCALE:N.T.S. ELEVATION NSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ELEVATION DRAWING NO: WALL MOUNTEDNOTESi A-3 1. -RATEDCOAXIAL CABLE MUST BE SPECIAL ORDERED BY PROJECT COAX CABLE TRAY DETAILOWNER AND Iiff NSTALLED BY TCONTRACTOR. 2.PROPOSED SMOKE&HEAT DETECTORS SHALL BE TED INTO FUTURE FIRE A-3 SCALE: N.T.S. ALARM SYSTEM AND METROPCS NETWORK OPERATION CENTER. Y Unlimi Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 120' FAX (978) 244-7240 SECTOR 8 PROPOSED FIBERGLASS PROPOSEDLOUVER'TO REPLICATE PANEL ANTE 6 NG WOOD LOUVER. (TYp,) " VERIIFY EXISTIA-3 ALL DIMENSIONS Hudson D PRIOR LOUVER� ' (1951gnGOUpLLc Lr.A' (TOTAL OF 6) 1600 OSGOOD STREET BUILDING 20 NORTH,SUITE 2-101 TEL(978)557-6M N.ANDOVER,MA 01845 FAX(978)33&5586 TOP OF "►,A^';_"""-'-�• EXISTING PROPOSED ACCESS LOUVER MEIROPCS HATCH COAX PORT M.I PROPOSEDUP CONDENSER EXISTING v - LADDER CEILING EXISTING -- WOOD BEAM PROPOSED 1/4"LAG DOLTS(IV.) PROPOSED EXISTING BE PANEL ANTENNA ENGINEER/LAND SURVEYOR (TYP-) 30' WOOD SUPPORT R IS A VIOLATION OF LAW FOR ANY PERSON, SECTOR A EXISTING WOOD UNLESS THEY ARE ACTING UNDER THE DIRECTION PANELS (TYP.) OF A LICENSED PROFESSIONAL ENGINEER, EXISTING 'i TO AL7II2 THIS DOCUMENT. HORN � PROPOSED 2-3/8-0 PIPE EXISTING .I PROPOSED FIBERGLASS LOUVER TO REVISIONS X. 5 WOOD REPLICATE EXISTING WOOD LOUVER. CHASE VERIFY ALL DIMENSIONS PRIOR TO FABRrATBIG LOUVERS PROPOSED 1/2"U-BOLT(TYP.) —PROPOSED Z(4 EXISTING 210• ' z 4 DEEP(TYP.) BLOCKING EXISTING BELL WOOD SECTOR C PROPOSED 1/4"LAG BOLTS(TYP.) CHASE PROPOSED L2x2x3/16'(TYP.) 1 04/14/0 SSUED FOR CONSTRUCTION 0 04/01/0 ISSUED FOR REVIEW REV. / DATE DESCRIPTION S-7't MIMEW NO, OL9GI/FD Bf: M STALE: � ORAMTI BY: M AS SHOWN g1ECK'D BY: DPH SITE NAME: EXISTING 2'-10'3 BELL TOWER (V'I.F') BOS0380C TRINITARIAN CONGREGATIONAL 8'-10'3 FLOOR CHURCH LEVEL TRDE N(RDi SITE ADDRESS: @ANTENNA LAYOUT PLAN ANTENNA MOUNTING DETAIL 70 ELM STREET 300• SCALE: 1" - 1'-0' S-1 SCALE: 1•- 1'-0• NORTH ANDOVER,MA 01845 SECTOR D 1'-0' 0'-6" 0' 1'-0' 2'-0" 3'-O" 1'-0' 0'-6" o' i'-o' 2'-0" 3'-0" DRAWING TITLE: ANTENNA LAYOUT PLAN& DETAILS DRAWING NO: S- 1 PACKING MATERIAL, MIN 1-1/2 in.THICKNESS OF ONE 2-0 SCHEDULE 40 PVC PIPE ELECTRICAL AND GROUNDING N0TES MIN 6 pcf MINERAL WOOL BATT INSULATION FIRMLY TO BE CENTERED WITHIN FTRESTOP PACKED INTO OPENING AS A PERMANENT FORM. SYSTEM. A NOM. ANNULAR SPACE I. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL 12.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY,GROUNDING, BONDING PACKING MATERIAL TO BE RECESSED FROM TOP OF 5/16-IS REQUIRED WITHIN THE ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. AND LIGHTNING PROTECTION SHALL BE DONE IN ACCORDANCE WITH PROJECT OWNER'S SURFACE OF FLOOR OR FROM BOTH SURFACES OF FlRESTOP SYSTEM PIPE SHALL BE _ BIS SITE GROUNDING STANDARDS. ■ WALL AS REQUIRED TO ACCOMMODATE THE RIGIDLY SUPPORTED ON BOTH SIDES 2. ALL ELECTRICAL S SHALL BE U.L APPROVED OR LISTED AND PROCURED PER 13.GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX Urtlinlil#YQue . REQUIRED THICKNESS OF FILL MATERIAL. OF WALL/ R SEMBLY GROUT ALL VOIDS CABLE GROUNDING KITS. AROUND SLEEVES 3. THE ELECTRICAL.WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND 14.USE#6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE SEALANT APPROVED ELECTRICAL SYSTEM. GROUNDING (UNLESS OTHERWISE SPECIFIED)AND //2 SOLID TINNED BARE COPPER WIRE 285 BILLERICA ROAD ° -due! r FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. THIRD FLOOR 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR CHELMSFORD, MA OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 15.ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT 01824 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL WITH GALVANIZED STEEL. TEL (978) 244-7200 BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS PERMITTED BY CODE)AND WHERE REQUIRED IN UQUID TIGHT FLEXIBLE METAL OR 16.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, FAX 978) 244-7240 FILL VOID OR CAVITY MATERIAL - SEALANT: CONDUIT NONMETALUC CONDUITS. EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT MIN 2 in.THICKNESS OF FILL MATERIAL APPLIED ANGLE ALWAYS MAKE AT LEAST 12-RADIUS BENDS. /6 WIRE CAN BE BEM AT 6- WITHIN ANNULUS, FLUSH WITH THE TOP SURFACE OF NOTE: 6. BURIEDANY CONDUIT SHALL BE SCHEDULE 40 PVC. RADIUS WHEN NECESSARY. BOND Y METAL OBJECTS WITHIN 6 FEET OF PROJECT FLOOR OR WITH BOTH SURFACES OF WALL. CORE HOLE 1 1/2- LARGER THAN 7. ELECTRICAL WIRING SK41 BE COPPER WITH TYPE XHHW,THWN.OR THIN INSULATION. OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. SPECIFIED TECHNOLOGIES INC: THE DIAMETER OF THE CONDUIT. 17.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION SPECSEAL SERIES SSS SEALANT OR CORE DRILLS TO BE SEALED WITH 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. Hudson SEALANT. POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. LL LLL ROPE COORDINATE INSTALLATION WITH SPECSEAL LCI SEALANT. PROVIDE FULL PUH UTILITY COMPANY. 18.APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. UL SYSTEM NUMBER: C-AJ-2057 Design Group�c F RATING - 2 HR. 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND 19.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMS MINIMUM RESISTANCE REQUIRED. PVC CONDUIT PENETRATION PIPE AND CONDUIT PENETRATION DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE DETAIL IN CONCRETE OR MASONRY DETAIL IN NON—RATED PARTITION GREENLEE CONDUIT MEASURING TAPE AT EACH END. 20.CONTRACTOR SMALL CONDUCT ANTENNA, CON(,AND LNA RETURN-LOSS AND DISTANCE- 10.ABOVE GROUND PORTION OF CONDUIT BETWEEN BTS AND PROJECT TO-FAULT MEASUREMENTS (SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. 1600 OSGOOD STREET BUILDING 20 NORTH,SURE 2-101 TEL!(978)5573553 OWNER'S CELL SITE PPC SHALL BE SCHEDULE 40 PVC CONDUIT. 21.PROPOSED HUBBELL 2-UMP LIGHT FIXTURE AND 60 MIN. TIMER SWITCH IN NEMA 3R ENCLOSURES. KANDOVFA,MA01845 FAX(979)3365566 PACKING MATERIAL MIN. 1 in. THICKNESS OF ATTACH PER MANUFACTURER'S RECOMMENDATION. FIELD LOCATE LIGHT AND SWITCH AS NEEDED. MIN. 3.5 pcf FIBERGLASS INSULATION SHALL BE 11.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE WRAPPED AROUND THE THROUGH-PENETRANT AND SECURED TOGETHER BY MEANS OF NO. 24 AWG STEEL TIE WIRE. PACKING MATERIAL SHALL BE NEMA 1 22,000 A.I.C. CENTERED AT MID-DEPTH OF OPENING AND PANEL SCHEDULE RECESSED FROM FROM BOTH SURFACES OF WALL ASSEMBLY REQUIRED TO ACCOMMODATE THE ONE 2-0 METALLIC PIPE OR CONDUIT REQUIRED THICKNESS OF FILL MATERIAL TO BE CENTERED WITHIN FIRESTOP _ SYSTEM. PIPE SHALL BE _=Z� �"• FILL VOID OR CAVITY MATERIALCAULK OR PUTTY. RIGIDLY SUPPORTED ON BOTH SIDES CKi DESCRIPTION AMP MIP DESCRIPTION CKT "> �".. IN 2 HR FIRE RATED ASSEMBLIES MIN 3/4 IN. WALL/FLOOR / OF ASSEMBLY THICKNESS FILL MATERIAL U.APPLIED WITHIN THE , 20 LIGHT FIXTURE 2 ANNULUS, FLUSH BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL.TO BE INSTALLED SUCH MOD CDL+1 100 - SPARE 4 r � I THAT A MIN 1/4 in. CROWN IS FORMED AROUND 3 SPARE 6 ..��. ..•,'-G::.'' THE PENETRATING ITEM. IN 1 HR FIRE RATED - ASSEMBLIES, MIN in.THICKNESS OF FILL 5 - SPARE WIT 8 (/ ' �'j \` \�✓ MATERIAL APPLIED AD ANNULUS ON BOTH SURFACES OF WALL.. ADDITIONAL FILL MATERIAL TO MOD CELL+2100 - SPARE 10 BE INSTALLED SUCH THAT A MIN 3/8 in. CROWN IS 7y,.:; FORMED AROUND THE PENETRATING ITEM AND - 12 ''�`%U:ii!... ` LAPPING 1 in. BEYOND THE PERIPHERY OF THE _ 9 SPARE 14 OPENING. SPARE 20 11 - SPARE 16 ENGINEER/LAND SURVEYOR SPECIFIED TECHNOLOGIES INC: UL SYSTEM NUMBER: W-L-1029 SPECSEAL SERIES SSS SEALANT, 13 - SPARE 18 R IS A VIOLATION OF LAW MR ANY PERSON, SPECSEAL LCI SEALANT OR SPECSEAL PUTTY. F RATING - 1 & 2 HR. 15 SPARE 20 UNLESS THEY ARE ACTING UNDER THE DIRECTION - SPARE 20 OF A LICENSED PROFESSIONAL ENGINEER. PIPE AND CONDUIT PENETRATION 17 10 TELCO FAN 22 TO ALTER THIS OOCUMENT. DETAIL IN GYPSUM WALLBOARD (3)t3/0&(1)/2-2-C SURGE SUPPRESSER 20 19 15 GFl RECEPTACLE 24 REVISIONS MANUAL TRANSFER SWITCH MAXIMUM MAXIMUM ANNULAR FORMING MINIMUM F T WALL HR MAX DAMUGH OF T RATING HR ELECTRICAL LEGEND PIPE EMT SPACE MATERIAL SEALANT RATING RATING THROUGH PENETRANT in. DIAMETER (in.) THICKNESS THICKNESS(HOURS) (HOURS) , yl — W (In.) (in.) 1 1-1 4 1 PPC ELECTRICAL 3 8 TO 2 1 P I NEW PANEL BOARD,SURFACE MOUNIED 1-1/2 - 2-1 8 2-1/2 2 3 1 2 1-1/4 2 3/8 TO 20A-2p ® DOSING PANEL BOARD,SURFACE MOUNTED 6 4 3 4 3-1/2 1 3 0 ASS 0 DRY TYPE TRANSFOiMER 3 8 TO THE HOURLY F RATING OF THE FlRESTOP SYSTEM IS 15A-1Pfi 4 / 2-1/2 2 3 0 EQUAL TO THE HOURLY FIRE RATING OF THE WALL RSAONE EXBfBJG 3 YE7tR1 04 14 0 SSUED FOR CONSTRUCTION RISIR ()�2/0 II TELCO FAN / /ASSEMBLY IN WHICH IT IS INSTALLED. &(1)f2/OIOA-1P 1L. CRCUT BAKER STEEL T 04/01/0 ISSUED FOR REVIEW CONCRETE FLOOR OR WALL ASSEMBLY, MINIMUM 4-1/2 in. S TIjROUGH PENETRANTS: ONE 2-0 NONMETALLIC PIPE, bra, 3)/1 THICKNESS FLOOR/ MINIMUM 6-1/2 in. WALL (OPTIONAL) CONDUIT OR RACEWAY TO BE CENTERED WITHIN THE DISTING UTILITY POLE RECE�AOLE 1�-`P &(1)/2G M 2'C NON-SWMI EygM � ,F.F k�� DATE DESCRIPTION FlRESTOP SYSTEM. A NOM ANNULAR SPACE OF (/542/VZ2 TYPE AS OR TYPE SS: 5/16 in. IS REQUIRED WITHIN THE FlRESTOP MODOELL Eli FUSIBLE D6WTAlECT SIATOK MOUNTED 54-AF.F / WEATHER HEAD PRO.IECT 1q. OESIONm BY: M MINIMUM THICKNESS OF SEALANT AS SYSTEM, PIPE, CONDOR OR RACEWAY TO BE I I 4'08 TRANSIENT VOLTAGE SURGE SUPPRESSOR WI1H SPECIFIED IN THE TABLE BELOW, APPLIED RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR 20A-1P ® 380C DRAWN Be M AS SHOWN WITHIN THE OPENING, FLUSH WITH THE OR WALL ASSEMBLY. I � BUi1_N�'�� CFECI(b IW: OPII TOP SURFACE OF THE FLOOR OR BOTH a REPLACE EXISTING METER WITH 2-C WITH 1/4- L — —_ — — ® DUPLEX OUTLET SURFACE MOUNTED, FILL VOID OR CAVITY MATERIAL - SEALANT: SURFACES OF THE WALL. __ __ NEW METER AND 200µP, PULISHLNG — 20µp5,125 N1LI5,SINGLE PHASE -- -- MIN 5/8 in. THICKNESS WITH FILL MATERIAL APPLIED 2-POLE CIRCUIT BREWER PER (TELCO) r SEE OTE 2E. SITE NAME: FORMING MATERIAL, __ _= WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF NGRID REQUIREMENTS SERVICE I S�NOTE 27 0 JAC110N BOX SIRFACE MOIRITED 18-A.F.F. q C MINERAL WOOL INSULATION -- -- WALL ADDITIONAL FILL MATERIAL TO BE INSTALLED GROUND BOSOJHOC (MINIMUM 4.0 pcf) FIRMLY PACKED INTO SUCH THAT A MIN 1/4 in. THICK CROWN IS FORMED (3)/3/0 PER NEC THE OPENING AS A PERMANENT FORM: AROUND THE PENETRATING REM AND LAPPING 1 in. GROUND CONDUIT PER (1N2-2-C I PPC TELCO —� E WRING TRINITARIAN SEE TABLE FOR MINIMUM REQUIRED BEYOND THE PERIPHERY OF THE OPENING. UTILITY COMPANY �� HOME RUNS,MINIMUM 2/10+IIROG N 3/4' THICKNESS SPECIFIED TECHNOLOGIES INC: REQUIREMENTS O O EXISTING COMM U.O.N. CONGREGATIONAL METALLC PIPE: SPECSEAL SERIES SSS SEALANT, NEW 200A METER PANELS I I A.F.F. ABOVE FINISHED FLOOR STEEL PIPE. 6"0 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE SPECSEAL LCI SEALANT. SOCKETµD 200µP, U.OA UNLESS OTHERWISE NOTED 2-POLE CIRCUIT _ CHURCH CONDUIT: 4.0 (OR SMALLER) ELECTRICAL METAWC TUBING (EMT) t § 2-POLER PER ACTINO — — — — 25 PAR,24 AWG SHIELDED ,p WATERPROOF OR 6.0 RIGID STEEL CONDUIT. a REQUIREMENTS COPPER WIRE&1/4 GROUND FAULT INTERRUPTER 25 ��5 ND TO PULLSTRING IN 2-C OR UL SYSTEM NUMBER: C-AJ-1020 UL SYSTEM NUMBER: W-L-2093 y> ��, ON WATER MAIN (TELCO) PROPOSED A AMPERE SITE ADDRESS: F RATING - 3 HR. F RATING - 1 & 2 HR. L3 SHEET E-1 EQUIPMENT ROOM V VOLT 70�� PIPE AND CONDUIT PENETRATION PVC CONDUIT PENETRATION — 1fM}1 10L0MMATF-101"` NORTH ANDOVER,MAo1845 DETAIL IN CONCRETE OR MASONRY DETAIL IN GYPSUM WALLBOARD ___= G Comm = GRC GALVANIM RIGID COMM G , qpm DRAWING TITLE: I PENETRATION DETAILS LONG GROUND SCALE:NTS RADIUS BEND ONE-LINE DIAGRAM MGB E 1 SCALE,RTS I0 MASmL GROUND BAR C ME"NICAL CONNECTION ONE-UNE DIAGRAM, ECB •C4 6ELO CONNECTION RISER,AND DETAILS BARI ALL CORES THROUGH ELECTRIC ° GROIWNTGRXUIME UNDERGROUND CONDUIT AND WIRE TO NEW —G— GROIINII DIPPER WISE,�AS NO7tD METER AND DISCONNECT FROM EXISTING WRING ROOMS TO BE FIRE-STOPPED. UTILITY POLE(3 x500 MGM& 1 '4/0 GND, a w�ALer DRAWING NO: IN 4-CONDUIT).(4-CONDUIT SPARE) USE FULL CONDUIT RUNS E) 5/6-xr em CLO STANNESS SIEETT.GROUO ROD THROUGH PENETRATIONS 1-4-SCH 40 CONDUITS MR TILED, e- 0 LXOTIIw(cm 0m)OR 0 I/Eaw.& E- 1 PROVIDE PULLSTRING PER LOCAL LWLEL w TYPE) UMM CO. PPC POIIER PROTECTION CABOET �CIION 9 OIEB-0RECROMAL EIECIRONIC MARIO SYSTEM!(TNS)BAU. NOTES: BUMS. I- DO NOT DIRECT GROUND WIRE DOWN TO GROUND CABLE GROUND KIT AT AB�AND ALWAYS Unfit t Yourself:. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED KIR RECOMMENDED BY CABLE MANUFACTURER 285 BILLERICA ROAD ANDREW UGBKrr2 3. WEATHER PROOFING SHALL BE TWO-PART TME SUPPLIED WITH THIRD FLOOR KR.COLD SHRINK SHALL NOT BE USED. CHELMSFORD, MA ANTENNA MOUNT GROUND 01824 TEL (978) 244-7200 GROUNDING CARL KITS 2 1/2'0 MAX. 12'TO 24' FAX (978) 244-7240 m ANTENNA CABLE CD m ANTENNA —F1 M EWPMENT . SUPPORT 1D PIPE DADMTID WEATHEtPR00FINc KIT Hudson ANTENNA�. OF I PER (�NOTE 3) Design Group�c 09) SECTOR.TOTAL OF 6) TO WATER MMN CABLE GROUND loT (U.O.N. SEE PLAN) <9 16 AWG STRANDED COPPER GROUND `RE(GROUNDED TO GROUND BAR) 1600 OSGOOD STREET m SEE NOTE I&2 BUILDING 20 NORTH,SURE 2-101 TEL(978)5573553 N.ANDOVER,MA 01845 FAX(978)3383588 COAXIAL SLE �EQUIPMENT GROUND BAR(EGB) �CONNECTION OF CABLE GROUND KIT #2G AGIPS Na E-2 SCALE.,NTS E-2 TO ANTENNA CABLE '` '0 CAME j SCALE NIS ^. ,.•-" GROUNDING KIT ROM EM(WHEN SHOWN ON ��• ' `�-, GROUNDING RISER DIAGRAM) cEGB SPARES � DWEU IC'AG /6 AWG FROM ANTENNA = COAX PORT& \\ 2G G .'' A ENTRY HOOD EGD TO GROUNDING NHS CABLE GROUND TOT •.:C �::`•. 4. ANTENNA LEVEL °° \` G TO EGB )XTEERIOR OF m MOUNTED (D ® E22 ORROONDAM�INOA TOWER WXL FLOOR ENGINEER/LAND SURVEYOR COAX PORT R R A vlounON of LAW FOR ANY PERSON. UNLESS THEY ARE ACTINO UNDER THE DIRECTION 2/0 GREEN OF A LICENSED PROFESSIONAL ENGINEER, INSULATED 70 ALTER nes DOCIIMEM. OM COAX PORT HERUN IN 17C CADWE D QO O O O O O O QREVISIONS �� /2G AWG INSULATED CABLE TRAY SECTIONS TO BE CABLE GROUNDING TO WATER MAIN GROUNDING HALO(ATTACH W/ BONDED ON BOTH SIDES KIT(TYP OF 12) NON-METALIC HANGERS) WITH /6G (INSULATED) ANDREW UGBKTT OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS �UGHTS AHU-1 CABLE GROUNDING AND MOUNTING BRACKETS AS SHOWN KR(TYP) CADWE D 12 AWG2 BC WELD UI BE USED WITH fr c c /z AWG BCW ro BUILDING SER. TO WATER MAIN GROUND OR GROUND RING G10 G *-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES ID SHALL ONLY USE EXOTHERMIC WELDS. 1 04/14/09 SSUED FOR CONSTRUCTION �IF CABLELE�Y c c UUPPER CADWELD MGB 0 04/01/09 ISSUED FOR REVIEW MGB USED (TYP-) #6G B LAL O RET$&SURGE REV. II! DATE DESCRIPTION �Ix SUPPRESSORS MASTER GROUND BAR(MGB) INSTALLATION OF GROUND WIRE _ G 2) ;2G E_2 SCALE:MTS E-2 TO GROUND BAR PRDJEcr No. �' M SHDwN DOORFRAME& (2) r2G GROUND TO SCALE:NTS BOS0350C JUMPER DOOR WATER MAIN BTS UNITCONDUIT SIZE AS SITE NAME: PPC CABINET .) SHOWN ON DWG Q ('� OR SERVICE PANEL INSULATED GROUNDINGBOS0380CNc EQUIPMENT ROOMBUSHING G ETN STR TRINITARIAN GROUND LEVEL LOWER MGB d.. CONGREGATI NAL 20(2 PER CABINET) E6 AWG SOLID EKV OR STRANDED CHURCH /2/0 AWG GREEN INSULATED GROUNDING RISER DIAGRAM a'` SITE ADDRESS: E-2 SCALE:NR /2/0 AWG GREEN INSULATED TWO IDLE STRAIGHT TONGUE,T t B 70 ELM STREET GROUND Luc SIZE TO SUIT NORTH ANDOVER,MA01M DRAWING TIRE: GROUND BAR d GROUNDING RISER E — AND DETAILS a ` DUTY WATER PPE GROUND 5'-0 CLAMP BURMY TYPE NSNT/NHNT OR MAX. CAR-TC SIZE TO SUIT DRAWING NO: WATER MAIN GROUNDING E /'� E-2 SCALE:NTS _ HVAC EQUIPMENT SCHEDULE: metroPICS. AIR HANDLER: Unamft Yoursem MANUFACTURER: MITSUBISHI ELECTRIC COOLING (BTU/HR): 42,000 285 BILLERICA ROAD NOMINAL TONS: 3.5 THIRD FLOOR CHELMSFORD, MA AIR HANDLER MODEL ER PCA-A42GA WEATHER PROOF.SERVICE E 01824 AIR HANDLER SYMBOL AHU-1 DISCONNECT SWITCH TEL (978) 244-7200 CONDENSER UNIT FAX (978) 244-7240 VOLTAGE-- 208IOU CONDENSER: MANUFACTURER: MITSUBISHI ELECTRIC REMOTE CONTROLLER Hudson SCALE,N.T.S. 42.000 Design Group'-c GF] RECEPTACLE IN COOLING (BTU/HR): NOMINAL TONS: 3.5 IM WEATHERPROOF BOX CONDENSER MODEL, PUY-A42NHA ELECTRICAL CONDUIT (TYP-) 1600 OSGOOD STREET CONDENSER SYMBOL, CU-1 BUILDING 20 NORTH,SUITE 2-101 TEL-(978)557-5553 N.ANDOVER,MA 01645 FAX(970)3365508 VOLTAGE: 208 REFRIGERANT PIPING. INSTALL IN OUTDOOR CONDENSING UNIT ACCORDANCE WITH SCALE,N.T.S. MANUFACTURER'S RECOMMENDATION. -INSTALL FILTER DRIER. INSULATE SUCTION UNE AND PAINT WITH j F EQUIPMENT NOTES INHIBITOR PAINT OR EQUAL AIR CONDITIONING SYSTEM(AC/ACCO): SPLIT SYSTEM.'MffSLiStSl**.PKA-A24FAL DUCTLESS INDOOR UNIT(AC) MOUNT UNIT ACCORDING TO MANUFACTURER'S INDOOR CEILING UNIT NKA-,A24FAL.RATED AT 24.000 BN TOTAL COOLING CAPACITY.530-705 CFM SUPPLY AIR 208V-10. MODEL REQUIREMENTS. MAINTAIN SUFFICIENT SPACE T- AND CID.N=%ASSEMBLY YWITH CAPACITY OF SCALE N.T.S. WITH INTELLIGENT REMOTE BETWEEN NITS TO ALLOW FOR PROPER r�.If AND RESERVOIR,1.45 CPH AT 16.4 FT OF ON. 20OV-10.' RUN A I'PVC CONDENSATE LINE FROM THE INDOOR UNIT(AC)AS MANUFACTURER'S INSTRUCTIONS AND LOCAL CODES REQUIRE NO CONNECT TO NEAREST DRAINAGE SYSTEM IN BUILDING. CONDENSER UNIT LAYOUT PROVIDE SUPPORTS AS REQUIRED AND INSTALL AC UNIT AS SHOWN ON DRAWINGS. SCALE N.T.S. cl AIR COOLED CONDENSING UNIT(ACLU),LOCATED ON SIDE OR ROOF OF BUILDING,ON PRECAST PAD OR SLEEPERS,MODEL PUY-A24NHA6 208V-10.PROVIDE PRE-CHARGED PRE-INSULATED REFRIGERANT LINE SETS (CONNECTING THE INDOOR AND OUTDOOR UNITS)IN PROPER LENGTHS FOR APPLICATION(SEE SPECIFICA11ONS)- PROPOSED CONDENSER PROPOSED 1*0 PVC t 2N ON SLEEPERS IN THE ENGINEER/LAND SURVEYOR CONDENSER DRAIN UNE TO STEEPLE DITERIOR OF BUIU)W (CUI-lXSEE SHEET A-1 IT IS A VIOLATION OF LAW FOR MY PERSON. MECHANICAL NOTES (PAINT TO MATCH) FOR DACE LOCATION) UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PMT 1-GENERAL G.CONTROL TO ALTER THIS DOCUMENT . IS UNIT SHALL PAVE A WIRED CONTROLLER TO PERFORM INPUT ROCT06 NECESSARY TO OPERATE THE SOW. I.TH 1.01 SYSTEM DEsmPnON 2.THE cmnmm SHALL CONSIST OF AN 04-OIT SWITCH,CDOL/DRY-FAN SELECTOR THERMOSTAT SETTING,TWO THE AIR CONDITIONING SYSTEM SHALL BE A MITSUBISHI RECTRIC PK SPUT SYSTEM SERIES THE SYSTEM 91ALL CONSIST OF A MODE,HIM-1.011 FAN SPEED.AUTO VANE SEMOR,TEST KIN WOW AND OM MODE SWITCHING. PROPOSED 3114 IN 3/4-C TO EXTERNAL GIFT. REVISIONS SIAM mHOUETTE,COMPACT WALL MOUNTED EYOPGROTOR SECTION WITH WINED myrROL iwat moon.mmmR PKA-vvx. 3.TEMPEROMUSE CHANGES SNAU.BE BY ZF INDIDIENIS WITH A RANGE OF 65-87F. INSTAILL 15k 1P BREAKER IN SERVICE PANEL THESE SYSTEM MODEL NUMBERS INCLUDE RE PU SERIES WRODNIN,=HARGF SINGLE ROSE OUTDOOR UNIT 4 THE CONTRO1.SYSIM SHALL CONSIST OF TWO(2)MICROPROCESSORS INTERCONNECTED Iff A SINGLE NON-POLAR TWO ALAE CABLE, PROPOSED OFT MOUNTED TO WALL 1.02 OUAUTY ASSURANCE 5.WRNGSNALL RUN DIRECT FROM THE INDOOR UNIT TO THE CONrROLUIR WITH NO SHIM PROPOSED 30A WEATHERPROOF A.THE UNITS SHALLBE LISTED BY D.ECTRICAL LABORATORIES(En-)MID BEAR THE ER LOBEL 6.MAAFACRORER SHALL PROVIDE 2 CONDUCIOR 18 Gk STRANDED WIRE FOR CONNECTION TO REIM CONTCONTROLLER.ROU B.ALL WOE SHALL BE IN ACCORDANCE WIN THE NATIONAL ELECTRICAL CODE(NEC.). 7 THE MICROPROCESSOR LOCATED IN THE INDOOR UNIT SHALL WE THE CAPABILITY OF MGM RETURN AIR DIP DISCONNECT MOUNTED TO C.RE MORS SmALL BE RATED IN ACCORDANCE WITH AVO STAMM 210 NEA O BTHE AM LABEL TEMPERATURE AND INDOOR COIL TOMATURE.RECUMING AND PROCESSING COMMANDS FROM THE WIRED WALL FOR CONDENSER D.THE UNITS SWIM.BE MANUFACTURED IN A FACILITY REGISTERED TO ISO 9001 AND 6014001 MICH IS A SET OF CONTROLLER.PROVIDING BAERGM OPMAIN AND CONTRGLUNG THE OUTDOOR UNIT PROPOSED CONDENSER. r STANDARDS APPLYING TO ENAROMIMAL PROTECTION SET BY THE INFERNAWK STANDARD ORGAMMION(ISO). &NOW OPERATION OF THE REIM ODWIROLUIR PROACCS INDIVIDIAL SYSTEM CONTROL IN WHICH ONE ROM PIPING AND CONDUIT r E.A FULL CHARGE OF R-22 FOR 100 FEET OF REFRIGUANT TUBING SHALL BE PROVIDED IN THE CONDENSING LIMIT- CDNTRWER AND ONE INDOOR LOU ARE WAI-LED IN THE SUE ROOM. ON WOOD SLEEPERS F.A DRY AIR HUM CHARGE SMALL BE PROVIDED IN THE EMMTOFL 9 THE CONTROLLER SHALL HAW THE CAPABILITY OF CONTROLLING UP TO A W"OF FIFTY(50)SYSIDIS AT A 3#10 IN 1"C.INSTALL 30A. G.SYSTEM UTICIDIff SHALL MET OR DICED 10.0 SEER. NORM DMOM CONTROL CABLE DISTANCE OF 1,650 FM. BREAKER IN SER)ACE PANEL 103 DELMRY,90PAM AND MOM 10.THE OMW VOLTAGE FROM THE CONTROUD TO THE INDOOR UNIT SHALL BE 12 VOLTS.DC. A.UNIT SHALL BE STIORED AND HANDLED ACCORDING TO THE MANUFACILRER*S RECOMIOENDAMN. 11.RE CONTROL VOLTAGE BEPAIEEN THE INDOOR UNIT AND RE OUTDOOR UNIT SHALL BE 12 VMA DC B.THE WIRED CONTROLLER SHALL BE SHIPPED INSIDE THE MM WITH THE MOOR UNIT AND ABLE TO WMAND IZ THE SYSTEM 9111 BE CAPABLE OF AUTOMAIIC REM*0 POMP IS RESTORED AFTER POWER NTEAIdPTON. HOSE TO EXTERIOR IV F STORAGE TEMPERATURES AND 95Z REUVIVE HUMIDIFY 11 THE SYSTEM SHALL OWN SELF-OAGNDSTICS INCLUDING TOTAL HOURS OF COMPRESSOR RUN TIME 1 0 104/01/09 ISSUED FOR REVIEW 14 THE MICROPROCESSOR WITHIN THE WALL MOUNTED REMOTE CINI'Mmm SHALL PROVIDE AURAMOODC COOING, PART 2-WARRANTY DISPLAY SET POW AND ROOM 7EMPM7URE,24 HOUR ON/OFF TINIER SO THAT AUMMATIC OPERATION FRTV.�# DATE DESCRIPTION 2.01 THE UNITS SHALL HAVE A MANUFACTURER'S WMAffrY FOR A PERIOD OF ONE(1)YEAR FROM DATE OF INSIALLAIIION. 15.COPRO.SYSTEM SHALL CWM THE CONTIMIJED OPERADIDN OF THE AIR SWEEP LOUVm AS WELL AS RNDE 17.TWO REMOTE CONTROLLERS CAN BE USED TO CONTROL ONE UNIT. I CHECK-D BY. M I I I PROJECT NO. DESIM BY.- M THE COMPRESSOR SHALL HAVE A WARRANTY OF SD((6)YEARS FROM DATE OF INSTALLATION.F.DURNG THIS PERIOD, %(OLW SYS=%R SIALL MITION ANY PART SHOULD FAIL TO FUNCTION PROPERLY DUE TO DEFECTS IN WORO(MANSHIP OR MATERIAL IT SMALL BE 16. E THE=Y TO PROVIDE SEOUDM STARTING WITH UP TO FIFTY SECONDS BOSD380C DRAWN W. M AS REPLACED OR REPAIRED AT IRE DISCRERON OF THE MANUFACTURER THIS WARRAINTY DOES NOT INCLUDE LABOR F 2.02 MANUFACRIMER SHALL NONE FIFTEEN YEARS DPERIENCE IN THE U.S MAW DELAY. - - - - - - - SHOWN CO PART 3-PERFCIRMIXCE 4.02 OUTDOOR UNIT BACKDOARDTELWITH M AHU-1 SITE NAME, 3.01 EACH SYSIEM SHALL PERFORM IN ACCORDANCE TO THE RAMS SHOWN IN THE TARE BELOW. A.GDIERAL,THE OUTDOOR UNIT IS DEMO SPEDIFICALLY FOR USE WITH PK INDOOR UNITS DOE UNITS AM ---PROPOSED 2022 IN 1/2-C 3.02 PEI FORMANM SHALL BE BASED ON 67-TWO.W FDO FOR THE INDOOR UNIT AND WM7FFWB FOR THE EQATED WITH A CIRCUIT BOARD THAT INTWAM TO M PX RIM UNIT AND PERFORM ALL FUNCTIONS ROUTED TO THERMOSTAT BOS0380C OUTDOOR UNIT. NECESSARY FOR OPERATION. THE UNIT MUST HOME A POW COATED FINISH.THE OUTDOOR UNIT SHALL BE COMPLETELY FACTORY ASSBABLED,PIPED AM WIRED EACH UNIT MUST BE RUN TESTED AT THE FACTORY --PROPOSEI)THERMOSTAT TRINITARIAN PART 4-PRODUCTS a tiff CABNEF: I.THE CAM SHALL BE FABRICATED OF GALVANIZED SM BDMDERZED AND FINISHED WITH A POWDER COATED PROPOSED 4.01 INDOOR UNIT. BWED DIAML DOOR PER --PROPOSED LIGHT swrTcH It GENERAL., a FW* METROPM \-PROPOSED 3.5 TON CONGREGATIONAL THE INDOOR UNIT SHALL BE FACTORY ASSEMBLE,WIRED AND RUN TESTED. CONTAINED WITHIN THE UNIT SHALL BE I.THE LUT SMALL BE PURNSHED WIN EITHER ONE OR TWO DIRECT DRIVE PROPELLER TYPE FAS, SPECIFICATIONS CEILING MOUNTED WAG ALL FACTORY WPM PIPING,CONTROL=9 BOARD AND FAN MOM THE TINT SHALL HAVE A SELF-OAGNDSFIC Z THE MOTOR SHALL HME NOW PROTECTION,BE PERMANENTLY U.BRICATED BEARINGS, PROPOSED UNIT MITSUBISHI OR EQUAL CHURCH FUNCTION,3-10 NYE TIME DELAY WDIAMISM,AN AUTO RESTART FUNCTION.AND A TEST RUN SWITCH. INDOOR UNIT 3.PC FAN MOTOR SHALL BE MOUNTED MR MET OPERATION, EMMIGENCY PROPOSED 4#12 IN AND REFRIGGIANT PIPES WILL BE CHARGED WITH DRY AIR INSTEAD Of Rn BEF(ME SHR"FROM IRE FACTORY. 4 THE FAN SHALL BE PROVIDED WITH A RAW GUARD TO PREVENT CONTACT WITH MOVIE PARTS. LIGHT 3/4-C TO AHUI-1. &UNIT CABINET." S.THE OUTDOOR UNIT SHALL NAME A HDRWft DISCHARGE AIRFLOW INSTALL 115A, 2P 1.THE O%SN3 SHALL HAVE A WHITE FINISH. D.ODI: BREAKER IN SERVICE I SITE ADDRESS, MULTI DIRECTIONAL DRAM AND REFRIGERANT PINK OFFUMIG FOUR(4)DIRECTIONS FOR REFRIGBANT PFING AM 1,RE CONDENSER COL SHALL BE OF MONFEIMUS CONSTRUCTION WITH VIM OR CDRRUIATED PLATE FINS ON PANEL TWO(2)MUM FOR MOM SHALL BE STANDARD COPPER TUBNG. I 70 ELM STREET 3. 2.THE COL SHILL BE PROTECTED WrFH AN INTEGRAL METAL GUARD. /-EXISTING THERE SILLBE A SEPARATE BACK PLATE WHICH SECURES THE UNIT FIRMLY 7011E WALL I REFRIGERANT ROW FROM THE OONDIONSER SHAU.BE CDMLLED BY MEANS OF A METERING WIDE. PIPE NORTH ANDOVER,MA 01845 C.FAN, PROPOSED EQUIPMENT ROOM THE BAPORAM FAN SHAILL BE AN ASSDKY WTIA UME-FLOW FAN DIM DIALEROf A SINGLE MOTOR E.COMPRESSOR: 1.THE FM SHALL BE STATICALLY AND DYNAMICALLY BALANCED AND RUN ON A MOTOR WITH PERMANEWREY 1.THE COMPRESSOR SNALL BE A HIGH PERFDRMOACE ROTARY. LUBRICATED BEHINGS. 2.A CRWCASE NEATER SHALL BE FACTORY MOUICIED ON THE OUTSIDE OF THE COMPRESSOR DRAWING TITLE: I A MADAMABAWABLE GUIDE HANE SHALL BE PROVIDED WITH THE ABILITY TO CHANGE THE AIRFLOW FROM SIDE 3.THE BUTDOUR UNIT SHALL W AN AOCUMUUITOP PROPOSED I TO SIOMM OR RIGIMC THE COMPRESSOR WILL BE EDUIPPED WITH M MEDAL RIERMAL OVERLOAD. P L 5.THE COMPRESSOR SHALL BE A HIGH PERFORMANCE ROTARY. SERVICE PANEL 4 A MOTORIZED AIR SEEP RDW LOUIS SAL PROVIDE AN AUTOMATIC CHANGE IN AIRFLOW BY DIWING THE AIR 6.A CIAMMM HEATER SHAUL BE FACTORY MOUNTED ON THE OUTSIDE OF THE COMPRESSOR. UP AND DOWN TO PROVIDE FOR UNFOIN AIR DGR WOR 7 THE OUTDOOR UNIT SIALL NOW AN MMXA70P MECHANICAL NOTES 5.THE now Fm SHALL CONSIST OF TWO(2)sIms,HIGH AND Low 8'THE CDMPRESSDR WILL BE EQUIPPED WITH AN INIMAL THERMAL DYMOND D.FILTER 9*THE OUTDOOR UNIT SKAIL MOK A HIGH PRESSIK SAFETY SWITOIL PROPOSED 1.RETURN AIR SHALL BE FILTM BY MEANS OF AN VISLY REMOVABLE WASIVOLE FLIER 10.THE OUTDOOR UNIT NO HAW THE ABILITY TO WMIE WITH A MA)MIUM HEIGHT DIFFERENDE OF 164 FEET AND AND DETALS COIL M?CROFI ECT E HAVE REFRIGUANT TUBM LENGTH OF 164 FEET BETWEEN INDOOR AND OUTDOOR UNITS COAX PORT 1 THE EVAPORI(FOR COIL SHALL BE OF NONFERROUS MRSMUCTION WITH SMOOTH MATE TO&ON COPPER TUBING. INTIOUT THE NEED FOR LINE SIZE CHANGES.MPS OR ADDITIONN.OIL(130 FEET MAlOWUM FOR i THE TUBING SHALL ME We MOVES FOR RON ITFICIENCY HEAT MANGE. 3.ALL TUBE JOINTS 94ALL BE BRAMD WITH FH0SCDPPER OR SILVER ALLOY. PK12 AND PKIII). C THE GOES SHALL BE PRESSURE TESTED AT RE FACTORY 11.THE COMPRESSOR SHAUL BE MOUNTED TO AVOID THE TRAIalISSION OF VIBRAIM DRAWING NO, &A WIDENSAIT PAN AND BRAIN 91ALL BE PROVIDED UNDER THE COIL 12.THE OUTDOOR UNIT sNALL BE CAPABLE OF OPERATING AT ff AMBIENT Tarm7m W/o AI F. LOW AMBIENT CONTROLS PROPOSED SMOKE & HEAT DETECTORS SHALL BE HVAC LAYOUT ELEClw&* F.EUDCTRCAI� A POWER SALL BE 208/230 VOLTS,I NO-IF 60 HUM THE UNIT aWRGAL POWER SHALL BE 200M VDIA I PHASE,60 HERTZ I WE UNIT ELECTRIC I TIED INTO EXISTING FIRE ALARM SYSTEM AND -�31e- THE SYSTEM SKI BE CAPABLE OF SATISFACTORY OPERATION WIN VOLTAGE LATS OF 198 VOLTS TO 253 METROPICS NETWORK OPERATION CENTER. VOLTS. i THE UNIT SMALL BE CAPABLE OF SATISFACTORY ONDIATION NO VOLTAGE UNITS OF 198 VOLTS TO 253 VOLTS, @1'-4" W-8" (Y V-4" 2'-8- 4'-0" 1 THE INDOOR TIM SIALL NOT HIVE ANY 91PPILTIEITAL ELECTRICAL HEAT 13111011S. I THE OUTDOOR UNIT SHALL BE CONIMED BY THE MICROPROCESSOR LODDED IN RE INDOOR UNIT 4 THE CONTROL VOLTAGE WKEN THE INDOOR UNIT NO THE OUTDOOR UNIT 9111 BE 12 VOLTS,M b d New England Wireless Solutions, llc November 6,2008 Gerald Brown Inspector of Buildings Town of North Andover 1600 Osgood Street North Andover,Massachusetts 01845 Re: Application for a Special Permit for a Wireless Services Facility at the existing church steeple located at 70 Elm Street,North Andover,MA(Town of North Andover Map 42 Lot 2) Property Address: 70 Elm Street North Andover,MA(the"Property") Applicant: MetroPCS Massachusetts,LLC("MetroPCS")BOS0380 C Dear Mr. Brown: As agent for and on behalf of MetroPCS Massachusetts, LLC("MetroPCS")the "Applicant"we have respectfully submitted an Application for a Special Permit for a Telecommunications or Wireless Services Facility from the North Andover Planning Board(the `Board").Pursuant to Zoning By-Law Section 2.65 Special Permit Granting Authority: 8.9 Wireless Service Facilities or other similar communications use of the Town of North Andover Zoning Ordinance(the"Zoning Ordinance"),the Board is vested with the authority to grant the requested Special Permit and site plan approval. Further,under Chapter 134 Machine Shop Village Neighborhood Conservation District, the Applicant respectfully requests a Certificate to Alter the Louvers in the Church Steeple from wood to RF transparent material or be determined exempt or excluded from Commission Review. The new louvers will be identical in dimension and color to the existing louvers. I am enclosing examples of other louver replacements related to the wireless industry. The Applicant seeks to co-locate and operate its Wireless Facility in an existing church steeple that is owned by Trinitarian Congregational Church of North Andover.MetroPCS's antennas are proposed to be located at a centerline height of 80 feet in the existing church steeple. MetroPCS has entered into a lease agreement for antennas and equipment space with the building owner,Trinitarian Congregational Church. The Wireless Facility is shown on the plans submitted herewith and incorporated herein by reference(the"Plans"). In addition to the request for all necessary zoning approvals,MetroPCS offers the following supporting information. 17 Indian Trail York, ME 03909 * (207)363-0006 wmcquade@earthlink.net Y Gerald Brown North Andover Building Inspector November 6, 2008 Page 2 A. Background MetroPCS is licensed by the Federal Communications Commission to construct and operate a wireless telecommunications network in various markets throughout the country, including the State of Massachusetts and,in particular,in the Town of North Andover. MetroPCS is in the process of designing and constructing a telecommunications system to serve all of the State of Massachusetts. One of the key design objectives of MetroPCS's system is to provide seamless coverage without gaps or dead spots. Such a system requires a grid of radio transmitting and receiving links located approximately 1.5 to 2.5 miles apart,depending on the location of existing and proposed installations in the surrounding area as well as the existing topography. The radio transmitting and receiving facilities operate on a line-of-sight basis, requiring a clear path from the facility to the user on the ground. This dynamic requires the antennas to be located above the tree-line,and in a location where the signal is not obstructed or degraded by other buildings or by topographical features such as hills. B. The Facility As shown on the Plans,the wireless facility equipment will be placed in the existing church within a 7'x13' lease area. MetroPCS will have six(6)panel antennas mounted in the church steeple at a centerline of 80 feet. The antennas will be connected via co-axial cable to three(3)equipment cabinets located in the basement of the building. After MetroPCS's installation,the facility will be unmanned and will only require twice a month maintenance visits. The only utilities required to operate this facility are standard 120-volt electrical power as well as telephone service. These are presently in place within the existing building.The traffic generated by the facility will be about two vehicle trips per month by maintenance personnel who will inspect the facility to ensure it remains in good working order. The facility will comply with all applicable local, state and federal safety codes. C. Compliance with the Zoning Ordinance and Site Plan Review Regulations As set forth above,the Applicant believes that it satisfies the requirements set forth in the Zoning Ordinance, and that the proposed site meets all of the objectives of the Special Permit criteria for a Telecommunications or Wireless Services Facility to the extent applicable,of the Town of North Andover's Site Plan Review Regulations. The Applicant hopes that the Board agrees that the Property is a sensible location for a co-location of MetroPCS's personal wireless services facility and satisfies the Town of North Andover's goal of rational siting of such facilities, as well as the Zoning Ordinance's requirements for such facilities. Gerald Brown North Andover Building Inspector November 6,2008 Page 3 D. Conclusion MetroPCS is one of a limited number companies licensed by the FCC to provide service to the residents and businesses of North Andover. As a licensee of the FCC, MetroPCS is mandated to build out and operate its systems such that adequate wireless service is provided to the general public. Based upon the radio frequency studies and computer models,MetroPCS has determined that the proposed co-location in the existing church steeple at 70 Elm Street is needed to provide wireless technology to the Town of North Andover.Accordingly,MetroPCS respectfully requests that the requested Special Permit be granted pursuant to the submitted application. Due to the importance of this proposed facility and the construction time line, MetroPCS respectfully requests that the zoning approval process be completed as soon as possible and as required by the Ordinance. Please feel free to contact me regarding any questions concerning the application at 207- 837-0127. Ve tru yours, Bi cQuade New England Wireless Solutions Agent for MetroPCS BM/pp BOS0380_C Attachments Stealth Louver—Portsmouth,NH Photo Simulations Plans LoUVER T+t: "gym{ Sy,•. LOCATION: 634 STATE STREET PORTSMOUTH, NH • ENGINEERING AND MATERIALS WERE PROVIDED FOR THIS CUSTOM STEEPLE/LOUVER REPLACEMENT. STEALTH DESIGNED (4) FOUR STEEPLE SIDES WITH ROUND TOP LOUVER UNITS TO REPLICATE THE EXISTING EXTERIOR OF THE STEEPLE. • THE DIMENSIONS OF THE STEEPLE SIDES ARE 5'-6" WIDE X 8' HIGH. STEALTHSKINrm V PANELS WERE USED AND HAVE A WOOD AND LOUVER TEXTURE THAT WAS PAINTED TO MATCH THE EXISTING STEEPLE. • STEALTH ALSO MATCHED THE ARCHITECTURAL DETAILS FOUND AROUND THE EXISTING LOUVERS. STEALTH 6549 Fain Boulevard•North Charleston,SC 29406 . 1 , , k 800-755-0689•fax 843-207-0207•www.stealthsite.com a i IS ITE sstbe /ISt 3^ VSs tt • xx \ � \ Eim� st�d 1O PHOTO LOCATION # APPROX. TRUE NORTH (]) PHOTO LOCATION MAP WE NO: BOS0380CDATE: SITE NAME: TRINITARIAN CONGREGATIONAL ��. SITE TYPE: CHURCH 10/2o/oa CHURCH Unlimit Yourself. ADDRESS: 70 ELM STREET 285 BILLERICA ROAD-THIRD FLOOR NORTH ANDOVER, MA 01845 CHELMSFORD, MA 01824 DRAWN BY: PG SCALE: NTS w�+e 'rtl V e R l 4 14 PHOTO LOCATION #1 EXISTING CONDITIONS STE NO: BOS0380CDATE: SITE NAME: TRINITARIAN CONGREGATIONAL PGSa SITE TYPE: CHURCH CHURCH m� ut Yourself. 0/2o/os ADDRESS: 70 ELM STREET 285 BILLERICA ROAD-THIRD FLOOR NORTH ANDOVER, MA 01845 CHELMSFORD, MA 01824 DRAWN BY: PG SCALE: NTS P PROPOSED ANTENNA 1 (TYP. OF 8) BEHIND FIBERGLASS LOUVERS TO MATCH EXISTING re ":A-' S. _ s r �w t xr tl a s � y PHOTO LOCATION #1 PROPOSED CONDITIONS PROPOSED EQUIPMENT AND ANTENNAS NOT VISIBLE SITE NO: BOS0380C MeMPCSSITE TYPE: CHURCH DATE: SITE NAME: TRINITARIAN CONGREGATIONAL ' 10/20/08 CHURCH Urdimit Yourself. ADDRESS: 70 ELM STREET 285 CHELMSFORD,ORDROAD-THIRD ROOR DRAWN BY: PG SCALE: NTS NORTH ANDOVER, MA 01845 z�. " �a s 4�' t A r a 'y�.7: PHOTO LOCATION #2 EXISTING CONDITIONS SITE NO: BOS0380C j� S SITE TYPE: CHURCH DATE: SITE NAME: TRINITARIAN CONGREGATIONAL �v10/20/08 CHURCH untirnit Yourself. ADDRESS: 70 ELM STREET 285 BILLERICA ROAD-THIRD FLOOR NORTH ANDOVER, MA 01845 CHELMSFORD, MA 01824 DRAWN BY: PC SCALE: NTS i x< ' — � erg. iai •SII '':. a te PHOTO LOCATION #2 PROPOSED CONDITIONS PROPOSED EQUIPMENT AND ANTENNAS NOT VISIBLE SITE NO: BOS0380CDATE: SITE NAME: TRINITARIAN CONGREGATIONAL � �. SITE TYPE: CHURCH 10/20/08 CHURCH Unlimit Yourself. ADDRESS 70 ELM STREET 285 BILLERCARDROAD-THIRD 24 OOR DRAWN BY: PG SCALE: NTS NORTH ANDOVER, MA 01845 x , 1iC k r i ..� � '"��T ✓. `�1 p�ad... n rl � r i r fF If r PHOTO LOCATION #3 EXISTING CONDITIONS SITE NO: BOS0380C SITE TYPE: CHURCH DATE: SITE NAME: TRINITARIAN CONGREGATIONAL ' 10/20/08 CHURCH urtroWt Yourself. ADDRESS: 70 ELM STREET 285 BILLERICA ROAD-THIRD FLOOR NORTH ANDOVER, MA 01845 CHELMSFORD, MA 01824 DRAWN BY: PG SCALE: NTS �s ei PROPOSED ANTENNAAll" ..� �. (TYP. OF 8) BEHIND �I ,I FIBERGLASS LOUVERS r TO MATCH EXISTING = 41 od Olt v' (r 4 � - ` 3 a PHOTO LOCATION #3 PROPOSED CONDITIONS PROPOSED EQUIPMENT AND ANTENNAS NOT VISIBLE SITE NO: BOS0380C DATE: TRINITARIAN CONGREGATIONAL ��, SITE TYPE: CHURCH SITE NAME 10/20/08 CHURCH UrNimit Yourself. ADDRESS' 70 ELM STREET 285 BILLERICA ROAD-THIRD FLOOR NORTH ANDOVER, MA 01845 CHELMSFORD, MA 01824 DRAWN BY: PG SCALE: NTS _ u t a 1�� — ail• � � '�� J 1 x' i{ I PHOTO LOCATION #4 EXISTING CONDITIONS SITE NO: BOS0380C n DATE: SITE NAME: TRINITARIAN CONGREGATIONAL � f��. SITE TYPE: CHURCH CHURCH 10/20/08 Unlimit Yourself. ADDRESS: 70 ELM STREET 285ILLLERICA ORD,ROAD-THIRD FLOOR DRAWN BY: PG SCALE: NTS NORTH ANDOVER, MA 01845 4.� 1. - -` PROPOSED ANTENNA ' (TYP. OF 8) BEHIND lot FIBERGLASS LOUVERS TO MATCH EXISTING r a oil : f i.. •� 1. _ » �. _ y— ai✓W Y.Y.+'wYl S f.w. —•r .r a . r _ z- k PHOTO LOCATION #4 PROPOSED CONDITIONS PROPOSED EQUIPMENT AND ANTENNAS NOT VISIBLE SITE NO: BOS0380C DATE: SITE NAME: TRINITARIAN CONGREGATIONAL SITE TYPE: CHURCH 10/20/08 CHURCH Unlimit Yourself. ADDRESS: 70 ELM STREET 285 BILLERICARROAD-THIRD O82FLOOR DRAWN BY: PG SCALE: NTS NORTH ANDOVER, MA 01845 a• i mpc5. Z Unlimit Yourself. 28.5 BILLER CA ROAD cso Z THIRD FLOOR CHELMSFORD,MA OTEL(978)82"-7200 N FAX(978)2"-7210 Unlimit Yourself. BOS0380C Hudson Deaton Grom, ' O TRINITARIAN CONGREGATIONAL CHURCH 70 ELM STREET NORTH ANDOVER,MA 01845 ESSEX COUNTY ` G SITE TYPE:CHURCH STEEPLE rho �e E/CMEWLAND SURVEYOR SITE INFORMATION: VICINITY MAP APPROVALS —A—>A.�AN Fay, 1M AAT AI1iPt M ON6110N K A MCPOm IMI®11F1 PMFmL 1P Ml[II 11Y 00PllAdr. PgOPE71TY OWNER WANCONGO CHURCH SCALE:11-EO7 OF LMSTR NOOVER LANDLORD:RD. OF NOR 72 ELM STREET REVISIONS NORTH ANDOVER,MA 01845 M FIELD CONST.MGR RF ENGINEER: APPLICANT: MEDIOPCS MASSACHUSETTS.LLC ■ 285 BILLERICA ROAD Y SITE ACOUSITKNd AGENT: CHELMSFORD MA01824 RM2-70DO ft d ARCHTECTIENONEER 2 10/27/011 ZONING FUML SITE ADDRESS: 70 ELM STREET ND NORTH AOVER,MA0/845 y' SHEETINDEX 1 10/22/00 tMED FOR ZOMNG COUNTY: ESSSIX LATITUDE N42.SM70' DWG. DESCRIPTION REV. 0 10DIM LSSUED FDR REVIEW REV./ DATE DESCRIPTION LONGITUDE W.71.12SSP3° T-I TITLE SHEET 2 ZCNM CLASSIRCATIO. RESIDENCE 4(A-4) c-, PLOTPUN 2 TIN Tb ®OR NWL ZONING JURISDICTION: TOWN OFNORTHANDOVER L) Z-1 ROOF PLAN ANDEOUIPMENT ROOM PUN 2 TAKIDPARGELNUM901 MAP42BLOCK2 Z-2 ELEVATION 2 ARCHITECT I ENGINEER: HUDSON0 NSGROUP LLC y' w Zd DETAILS 2 -ref NAMF� BURDING WNOflTH.SUn2.101 '^ BOSD38DC NANDOVERMA01848 TRINITARIAN POWER COMPANY: NATIONALGRIO RESEARCH 6% (� g 2S •s1 9. c„ CONGREGATIONAL 4 WESTM,D,652CIV 5 CHURCH TELEPHONE COMPANY: 105fMNIQ1N STREET 'P �� . DO NOT SCALE DRAWINGS BOSTON,MA02,W SITE AnMRP'cc: IBM)9414900 CONTRACTOR SINLLVETYFY ALL PLANS AND EMSDNG OIMENSIONS AND CONDITIONS ON THE JOB SITE 70 F11A STREET 91TEACDOSITION MANAGER KATE RIIGLWI 'P y AND SIMLLIMMEOATELY NOTIFY THE PROJECT OWNERS REPRESENTATIVE IN WRITING OF DISCREPANCIES NORTHANDOVE MA01M (SATE RUCKk BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME CONSTRUCTION MANAGER: MARION HUMMER � r (978)2447279 OPS CONTACT: MKEYOUANKS _ PROJECT DESCRIPTION imf SHEET (878,2147280 DRIVING DIRECTIONS THIS ISANIM MNNEM flES FOATHEACCESS WMEOF11FNTA1g WILL13EUSED FOR E TMNSAQUTV OF OONS SKOWL RNRTHE ERABLEENERHOVIDING PUBLIC CELLULAR SERVICE To FAOLITY ATTER SUSIIMENOUTAECOIDED AT ENERGY. FROLLTURNM 338.ME ROAD,HEADSS3 N VIA THE ON MP TO LOVVELUNASH TOWARD 0.7O L SLIGHT 0.7 Mi.RKkff T KE ALOW 2 NO FOTABIWATB SUBE YIS GENEO BE PROVIDED LOGAT6 LDCAlIDN DRAWING No. CONNECTOR 3NB SI MERGE ONTO L 3 N VM THE RAMP TO LO 96 M.SHUA N.H.GO TAKE CMI.Sl1 TO RR MERGE ONTO TOW 95 S NO SOLID WASTE ATE WILL BE ENERAT ED AT TW LOCATION. N TOWARD FOR LOWELL CONNECTO FOR MASS. AVE GO 02 Ml.MERGE O TO MAAi0MEfl0ES AVE 36 4.MEr SOLID S MYNTALBEGEREW UYRCAEDAT THIS YONE PERSONS NTONMOL LIGHT 11.4 MI.TAKE 00.5 F-0SLIGHT AVE 0002MT.GO7EONTOMASSACHUSETTSAVE00 S NETROPTONEHENANCECPEWOYPICVlYONEPEASONIWNLMAID:ANAYETAOEOFONE 778PPER T-i OS MI.SLLOHTLETAT GE ON SLIGHT LEFT AT M0 EM 0078TH ANDOVER,MA AT ELM ST MONTH AT ONE HOIIfl PEA VISIT. I f DESTINATION WILL BE ON THE LET.0003 MI.ARRIVE AT:70 FNM ST,NORTH ANDOVER,MA O1B15. GENERAL NOTES. \. \ \ 1. fnD fYaST D,R N/A z lama awe N"Amxw work mw a,w mat ol 0-410)/\ a o m mw mae N"a mw OF um o,w» Unllmlt YoYrselt. CDNIIIOI falif: WWlme:N+11116N 2a5 BILLERICA ROAD __ ______1\ IRIommY-7fa2Ev THIRD FLOOR y PRORIIM SYlne IREMWI CgIOD aUI1W CHELMSFORD,MA ,� / '�'• ``•�„ C W IDIII, a 01824 TEL(978)244-7200 (978)244-7240 //�� \l a 9¢Brea wo>,x /'�/ / w-s / Be to •\ 7. M AOaaS W DY aYEt / /\.�\////} IER. IEa YORn1 MrOatR w o,w / \ / Ism. ' ```� \ F I//IAYIh fEIIW 1n4s�auElly I,C \ \ �. 2E Y 0YG Da MD f100R Hudson p ansa w WW Ib. \ �♦ Da4pn Group O ' /\ F AloOtllae TORM?NORIA Mahe ///�/\\/) /� wA/'��(�'� / 46-7 `•\ ,`, /\ ,,. Il®Raffam M emu WA reoYGEcoaGsmeD le NY RDaOM WRN w NORIN Aw"/4'DmOY MMY luapnaxORMYIDE4rm to flrR mrd 4 A n IW92Mla Ne mrAao BUM 2aRM u.ulowTn W Gree we ma Reese /; •\ Rea,/ r�s,Y-,V / ,, to AYYo na NSWW 4 LEAK AR // $ �•• / \\ \ to .ILL L.W.NoYD Mm RleM1M10M is Da1Mm Ilial mra /r/ 61-Y \ etYRE V►eMmG \ / v/ \ ee-m Rh4311FaD16 MD D2aK RA18 a Miaa M wMllerlDlt SWLL e6� �`/' \/ / fW-te / �• \ ,erMF wl,YDDIORGIRE aY1fa M M rloD YRDR A My>YR fIOAF .I _ I W^ / REL �c ea- \ GLL M inI OmcR/ nRot Ac MIE-m61R11CI1GM NOIFIG110N 7!-REIN M! ION AK Ik w W Imetre SllIDI M W.MI R ak tiF.w-Rtl H WONMalls Y 6{-{ A OY a �� / /,' ,<• \ \^\ ( i T.• to IVmY lK MNM11110N 6 aWA[e f110Y Ia®ale 1VM MO 16aO ,� �,. 41-15 "m-10 / +I MDa0.w IDIAiIt \ t/V/-/ �'•V=vJ OOtlYme MD 6 M!ID Re oOMRlllm K NaW RSI OrWm q M �•l CtlYpK'YL MW424�Rk10NIXIL /h{v MMm 79 / \ R.7aT O N fRID RgMVf/MMY MO a RalfCf le INaNOE M MI /� //� ♦It 1 4e-22 MtlIaS foe aRneT 111T OOOIORE A nLL RYIDIR!mIEY Y161a r 4jEy E%ISTING <X. \RO. I Rel. /, > leIRaRR.a 4.,7' ^' h �\ '// 1 IL E.r1ED BRIER 611E MAN Y Mlm dl Ir1111L IM[MORDI M Q, 41-1z '//�` \/ / �•' V at-ei 1 /, // tee.Ilm TROY EoeDSri MMI RDEInICE.e.IDT tN1p4IESe W MI (,,.,�_ -(�, 111\"VWN`n'AA \ 41-2 _\ Ila 1 W'Ci WR9pGlldl Of INR tIORRL `��t, ENGNEEa/WIDSURVEI'DR ,t ' Ra'' P 4�f /\ R..YaMOY d w fall AIM euYYa �X. •\, 9' - / � /' /� %� LEGEND maAe�YD�®� IR1Ru�"� A Mlw fIa 00aYltrl. 42-13 / \;•� 41-1a\� 42 �41-1'4 G'(ep ++a / / // j\j�/• ��. /' — — eRYran IK REVISIONS W /amRM rNORT tei ML / -14 Ra Tai / j� \J\ / neo oat.ml,aM /� 4 •� O/, \ Ila� \ 42-1e / /i �•• —•—•—• Dot aqI u.1 ma • / / -+z J\ � /� �\ ._.—.—.— wor.awl uY fnla 4� 4z \' �• ! '`\ W WIT.�urJur z 10/27/ zoHttk FINAL /, _• SSUED FOR ZONING \ \\\/- `\ ;" `'\ '/ Rm `•\ 42-17 / ------------------------------- m9.onYRu In1oRe 0 to/ts/ ISSUED FOR RENLW MO."Nunn REV./ DATE DESCRIPRgN fa+ \`' / / .." �..,� nw.amRaaRo ulurcs e°a"°o emnowk vn .c.r -——---——- Dec mm Bac lea mw RallavM uc RES/DENCE4 omm BOS0380C /: TRINITARIAN \ X J CONGREGATIONAL (Wp) BUI DING CHURCH 42-7 42-17 �' NEL -/' G:An0R �: /-' /-'/' E5 70 ELM STREET -' 42-14 ZONING SUMMARY TABLE NORTH ANDUHi.IM ot)MS o ;�\ ASE]SOIa m1•. 1lW 12 I ffiE rnrRrAmY _ _ \ Hlamtn uR;: .Yoess npam�p 42-111 \`\ \/ / DYOEOY WAew we Ira!` / wMRE \ EA im 9 - w 9 PLOT PLAN W A �e PLOT PLAN - for X f l moF rt - m: iRpR vtE sola• >o rt is TYA r ASMAFD DR mamN OFMIS 1WM YRRY dGwND 116 Dana t i RrOOW a KIWI im fY1RIIR11 >a T1Rd SDEa� fe R 17e E•S Alm EN Y/10 oDRYA w rt tn•a XM'S 1.I40I Ma iNEe a INK Iml room M WRY w IIYRRI AO 2 IIIMO6 AE TM(DI f11W M a�'I IWT a tDIE1IDIf W eROPDnT,R6 M m111RrC1oR 9,YI wry All IEp9a6 AID •oYnMlYls IEBYYD TROY M aOREeT NOYR of DtWlo6■RRI DTRf M mfIMCIORS ROML� laroll W IL1RLSf lel I!K — a sae mseaT IIA2 IDT EDI ulcllelm K MrsOY 2a9ell aoM Ue fd,lE sga7. E3 W li7au apcV. Nrwi 4vria M m + � Unlimit YounselL SECTOR A 285 BILLERICA ROAD r,cu rap,yiN o FLOOR o>�Wfloom O a CMELIMSFORD,NA L/ oxwm 80A IOOY m LM M ,OW p OrawRENNAl 0+824 is-m--am-m- a ROOY --- ------- ____--_ mmE mlow"ML 1 TEL(978)244-7200 ,________ _______________________________________________(`.J,, yy FAX(978)244-7240 ' -_1TL"'� ROLIIN/Y � T------ A*=m Haat ' Hudson 120 Design Group, —_SECTOR B Ie000ecoome,ruT 3017 Nei n—se — neurea,ol mm SECTOR D .�o n A'.r p Eaw ® I W ti,.. veNSrwc POWEm Ilo�a m cQUMo � � r _________ _______________________________J c •�r \\\ 210' W ENGINEER/LAD SURVkYOR uomNaip SECTOR C EM5TIND SDE �� YIONaW O 10i AMY Nledl a A Ism ENTRANCE TOMI Kao ImOR M NlCllbl DNURCH \\\/ E„aa4m HppENOIID OapHl� fannro�owL oolmr. A KIG llr mea�011. f%IBTING METER \\\ E%STINO REVISIONS \\\\ \�POLE I512/— �/VL] CROSS STREET TSE e ROOF PLAN 2 +0/27 FZOO RN t 0 /22/ ISSUED UE0 FOR ZONING e�OpEy 0 to/15/06IS511E0 FOR REVIEW ®off a ��GEC REV.1 DATE DESCRIPTION Wil N BMW mm KION mpIIr 6 NfllO R Al rYC� me rir w: u i,aim amvw E%ISTIND RITE urm:: PE i m BOS0380C VIALL IN plumai«ET ® TRINITARIAN I CONGREGATIONAL CHURCH (LOCK TO BE REPULED) __________ SITE ADDRESS, _____ i ANTENNA ORIENTATION KEY 70 ELM STREET NORTH ANDOVER,LM 01815 pmoac- _ 30' W1011 Nro MG Ir -----� SECTOR A DRAWN aDr. r OWE full I* 120 ROOF PINY AND EAMDOW DLNINK 6)(11511110 SECTOR B 300 EQUIPMENT ROOM PLAN SECTOR D slWill, 21T ,jr, EQUIPMENT ROOM PLAN SECTOR C Z-1 r -o' 1�.oP or Ezisr�SPIaf _ maRropcs. Unlimit Yourself. i 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD,MA 01824 TEL(978)244-7200 FAX(978)244-7240 Hudson Detl9n Group.. reuiew�o xo m�.sur[ara� rt�ln5 minim aAAWIFA.W%NC FAC rPW fwb]F -- Prom TO M=N . 81010®MCIWNG!M � ENGINEER/�SURVEYOR N9FMM MM ro MIONI rt rt A mNon a w tort rnr roma LMO1 MY All[ACIK NGG M WI1611n1 a A IYOrIm ertNorWa OglffOa m mar ins oonrtort. Ex�snnc eEu REVISIONS owEa (/ I Gra[ rRlarrm ' fqu/ IWM rN OWAAm NSE OWING WL Tom 2 10/27 ZONING RWL 7 10/22/01 ISSUED FOR ZONING 0 0/15/ ISSUED FOR RENEW ExisTwc c"uacn REV. DATE DESCRIPTION I non n esor r. r erre orx N �C CnmfC R OM fly I BOS038OC TRINITARIAN CONGREGATIONAL CHURCH I �1fi!I i L i LL�y i J I 151Ir ADDRESS, 70 ELM STREET I I _ IETancf C-ritY-lo' = NORTH ANDOVER,MA01M H I LrAff.ICIL/m.ErR INIOM 4 � 11--I( um mse UMNox.r c nl m_.Wlv:TITLE iELEVATION f , EMY""'"o-r-EL_ ELEV.-o_c x I I J DRAWING N0: eEAST ELEVATION Z_2 Z-2 ma2yopcs. UnlhWt Yourself. s i�'YYY.N000 IIIQIIIIR 285&LLERIU ROAD ONrtm ma aTHIRD FLOOR 61 10.7e' asq�«IIIMOLIIp10h CMELMSFORD.MA A�M�yap.ANM1�IDRM01824 eRNlOf Al0 pK TEL(978)2M-7200 CLAM = FAX (978)244-7210 O �.9c9 ra.a A�rn u9 eulns Ce ', WS ANRMM WRe1w ooNa mw/ru. M1!fes 1r 16M D.rmlol� (flJO NOtl10 �„,,,� Hudson p DaAlpn Group- mwae nm GRICIAr 1 M'owv.wood �� rnl�m�eLnEawl E�Im�1a�iAeO®i i eG`"PS AND ANTENNA DETAIL z-s � ° e CONDUIT RUN DETAIL y =_s .oeD Ms Sy i C. 4Yi TMJ ENGINEERAAND SURVEYOR R.ovnm nfWolnss CAMW ao to= I.A W WEM«LYI NI NR'f1.W IMO 11.W AM ACIW IIWO M dI.CIW IOWAW UVi TO «A U�I11GFmPNL YWOI DOe1.10 m AlRll 11M Od`111M. ,-"mom"AM AND' 3V"ROIlIt CAINW - REVISIONS Mme+'ore.er 2 0/27/ 201RNG FINAL s-s/"rounxo 110/22/ ISSUED FOR ZONRlG 0 10/15 ISSUED FOR RENEW DATE ILIFSCRIPIpN Moa a omm r. . me i W" � DESIGN LOADS rARr MIR AMIIWID FoOD➢L�O.IODDL9LBIQ omm n+N EpA1L �deY71s �>Anel%AM SITE wuc. awly WUP. 1xV%wm BOS0380C wAlme .ISI TRINITARIANlow Im Lot j E%SING BELL G� ♦RL NOW TGWER WALL CONGREGATIONAL callillom U,+n%� CHURCH awam 4K DOW ANOi01010 eleieAl 1/7:' SITE ADDRESS, R( / 70 ELM STREET 10 NDRTH AFDDNEA,MA 01845 HAWING MDL' e+ EQUIPMENT DETAIL DETAILS DRAWING ND eANTENNA MOUNTING DETAIL Z-3 z-s