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39 NORMAN ST - BUILDING INSPECTION (3) The Commonwealth of Massachusetts Department of Public Safety � Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (� (TMs Section For Official Use Only) ® Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) - r a cWe _ No.and Street City/Town Zip Code Name of Building(if applicable) M� SECTION 2:PROPOSED WORK Edition of MA State Code used_ If New Construction check here❑or check all that apply in the two rows below Existing Building❑ 1 Repair❑ 1 Alteration Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ 1 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structural Engineers Pee} RevieH•required? rr Yes ❑ No Cr-- C Description of Proposed Work: O di�PlnnRtnd- [i� QVINCU C[.t Q 1_:0 �Y ora t u pyl;e � n F E' �t 4 It r 13 t v tPs r ftn)Ik �kd-10 \ (0 VV t SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ 1-2❑ I-3❑ 14❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility Special Use❑and please describe below: Special Use: ., j 1-i SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IITB ❑ IV ❑ 1 VA ❑ VB O SECTION 7.SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Su ly: Flood Zone Information: S age Dispos 1: Trench Permit: Debris Removal: /Ifu�lic Check if outside Flood Zone Indicate tda A trenchwill��� Licensed Disposal Site p ,'„�syst 'YI required oar trench or specify: Privat or indenBfy Zone: or on site system permit is enclosed q a '0_ ct Railroad right-of-way: / Hazards to Au Navigation: MA Historic Commies'm Review ,Dews: Not Applicable t(]/ Is Structure within airport approa area? Is their r 'ew cop ed or Consent to Build enclosed❑ Yes❑ or No!?� Ye ❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: Mr>tt_� tN (�6ztC�fZtvt� }YYIatL �v. (p(covVo(T_y> (-6t j SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of.Property Owner S' S. f /4LY`) �et�4ccf (�y�l'� f.Q�OrJdt C704 Name(Print) No.and Street City/Town —� Zip Pr erty OwnuContact Information: JCO '�rlc�'� �C�3 _62b _ z�2 6c511? 6�1 ��rt �C? l�e . �a Title Telephone No.(business) Telephone No. (cell) - e-mail address If ap licable,the property owner hereby authorizes .t,, f 5 7 1tM.l` 4, 0Hv! QOmW 02061 Namd Street Address City/Town State Zip to act on the proper owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2)' If building is less than 35,000 cu.ft.of enclosed space and or not under Construction Control then check here%ar Section 10.1) 10.1 Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor SH_ T On� �} COS110 C mpany Name Name of Person R possible for Construction License No. and Type if Applicable 71 I� 'JW_ 3i-e A 0_11Sn 6 vvv " 01 Street Address r��c�,2 City/Town, ,2 S to Zip 0AI �' -`erk, t� tw .SQ "I ip ,COIF Telephone No. (business) Tele hone No. cella=mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAb'rr M.G.L.c.152.§ 25C(6) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of thFe issu ce of the building permit. Is a signed Affidavit submitted with this application? Yes Ir—No O SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor and Materials) Total Construction Cost(from Item 6)_$ l 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor) 3.Plumbing $ — 4.Mechanical (HVAC) $ _ Note:Minimum fee=$6 60 (contact rrmur&ipality) 5.Mechanical Other $ i Enclose check payable to `r O S`t l@. 6.Total Cost $ (5 (contact municipality)and write check number here 3r SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby awes under the pains and penalties perjury that all of the information contained in tbds application is true and accurate to es my knmvledg and and nding. , Please rint aqA sign nam 1'1 T't�e Telephone No. Date 6 VV A024Y Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: Name Date Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot # for locations for which a street address is not available) r, t No. and Street City own / Zip Name of Building (if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider no 1fied and Release obtained? Yes ❑ No ❑ Other (if applicable) Yes ❑ No ❑ Provider otifie ease obtained? Yes ❑ No ❑ Other (• applic e) l Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* _ Mark"x"where applicable No. Item Submitted Incom Tete Not Re aired 1 Architectural i 2 Foundation 3 Structural 4 Fire Su resSion l.• i j Fire Alarm may require repeaters) 6 I-IV.IC cl j i Electrical S Plumbin Jude local connections 9 Gas(,Natural, Propane,Medical or other) j 10Surveyed Site Plan Utilities,Wetland,etc.) j 11 5 ecifications j 12 1 Structural Peer Reviews 13 Structural Tests 3:ns ections Program Gi j 14 Fire Protection Narrative Report 13 Existing Building Sun'ev Inyesti align 16 Ener •Consenation Report 17 Architectural Access Reviews 521 CAIR) 1S j Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Spec ify) j 21 Other 5 ecifv 22 Other(S ecif- *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment - has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information tit )Ovx {�t1Cl�Octi ��rctt� Groi� �n-.`�7- �� v�,ct�I�rG�'ce,vhG>G�!► f T' n,— egistration Number Name(Re istrant) Telephone No. a-mail address I6M c°oX.5t- 004" &e=rf QHS— Street Addre City/'Towan State Zi Discipline Expiration Date s P Name(Registrant) Telephone No. e-Trail address Registration Number m Street Address Cit%,Town State Zi Discipline Expiration Date Registration Number - Name(Registrant) "Telephone No. e-anafl address Street Address Cih•j Tovvm State Zip I Discipline Expiration Date r- Client#: 703814 SITEACQUI ACORD. CERTIFICATE OF LIABILITY INSURANCE D07/282016ATE Y) 07/28/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME: USI Insurance Services LLCPa"c°Ni 855 874-0123FM 3 Executive Park Drive,Suite 300 Ef&IUL Ed: Arc No: Bedford,NH 03110 ADDRESS: 855 874-0123 Surplus InsuranceORDING Corpo NMC INSURER A:Libarty Surplus Insurance Corpo 10725 INSURED Site Acquisitions, LLC 38 INSURER B:Starr Indemnity$Liability Com 318 — dba SAI Communications INSURER C:Commerce&Industry Insurance C 19410 27 Northwestern Drive INSURER D:Hiscox Insurance Company Ltd 10200 INsuRER EF::Hanover Insurance Company 22292 Salem, NH 03079 NSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MMIDD A X COMMERCIAL GENERAL LIABILITY 100000327705 1/01/2016 01/0112017 EDACMHgCOECTCURRENCE $110001000 CLAIMSMADE a OCCUR PREMISES Ea oauErrOence $300 OOO X BI/PD Ded:25000 MED EXP(Any ane parsec) $ PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE 52,000,000 POLICY 1-1 ECOT 1:1 LOC PRODUCTS-COMP/OP AGO $2,000,000 OTHER $ E AUTOMOBILE LIABILITY AWV697898707 1/01/2016 01/01/2017 EOBBIINdE�DISINGLELIMIT $1,000,000 X ANY AUTO BODILY INJURY(Par person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS x HIRED AUTOS X NON-0WNED PROPEn[)MiIAGE $ AUTOS Paracddentt B X UMBRELLA LIASJ( OCCUR 1000022407 1/01/2016 01/01/201 EACH OCCURRENCE $10000000 EXCESS LIAR CLAIMS-MADE AGGREGATE $10000000 DED I RETENTION$ I$ C WORKERS COMPENSATION WC012851944 8/01/2016 0810112017 X I ELITE OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $1,000.000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1000000 If yes,describe under DESCRIPTION OF OPERATIONSbelow E.L.DISEASE-POLICY LIMIT $1000000 D Professional MPL105991916 8/01/2016 08/01/201 $2MM/$2MM/$20,000 ded. E Inland Marine IHV707584306 1/01/2016 01/01/201 $150,000/$2,500 ded. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space Is required) "INFORMATIONAL PURPOSES ONLY" This certificate covers all operations usual and customary to the insured's business. Type of Insurance-Contractors Pollution Liability/Policy#G271002OA003/Company:Ace American (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Site Acquisitions,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN dba SAI Communications ACCORDANCE WITH THE POLICY PROVISIONS. 27 Northwestern Drive Salem,NH 03079 AUTHORIZED REPRESENTATIVE �. ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 2 The ACORD name and logo are registered marks of ACORD #S18319745/M18318019 BXFCA The Commonwealth of Massachusetts Prrd Fgtm Jt Department of Industrial Accidents Office of Investigations vv� 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Basiness/Organization/Individual):Site Acquisitions,LLC d/b/a SAI Communications Address 27 Northwestern Drive City/State/Zi :Salem, NH 03079 Phone#:603.421.0470 Are you an employer?Check the appropriate box: Type of project(required): 1.0 1 am a employer with 115 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the subcontractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'comp. insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I1.❑Plumbing repairs or additions myself. (No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §I(4),and we have no employees. [No workers' 13.0 Othertelecommunications comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t homeowners who submit this affidavit indicating they are doing all work and then hive outside contractors must submit anew affidavit indicating such. tContractors that check this box most 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:Commerce&Industry Policy#or Self-ins.Lic.#:WC012851944 Expiration Date:81112017 Job Site Address: �� I� � I City/State/Zip: SC'Y' tAP, t' "V Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL 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 hereb cern the ains and enaldes!!f er'u Ntat thein ormadon provided ve is a and correct. Signal ___ .. ... _. . Date 777 Phone#:603.421.0470 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#: J r Massachusetts Department of Public Safety Board of Building Regulations and Standards License; CS-104639 Construction Supervisor F BARNARD KEITH �- 69 HIGHLANDVIEW AVE ' NORTH ANDOVER MA 01845 xfik _ gni ,,. Expiration,: Commissioner. 03103/2018 Hudson Design Graupuc `�' August 25,2016 Am 6 at&t SAI Communications 27 Northwestern Drive Salem NH,03079 RE: Site Number: MA3157(BWE) Site Name: Salem Norman Street Site Address: 39 Norman Street Salem,MA 01970 To Whom It May Concern: Hudson Design Group LLC (HDG) has been authorized by SAI to perform a structural assessment on the existing AT&T antenna/RRH mounts to determine its capability of supporting the additional equipment loading: • (3)SBNHH-I D65A Antennas(In place of three existing 800-10764 Antennas) (One per sector) • (6) RRUS-12 RRH's (in place of 3 existing RRUS-11 RRH's) (Two per sector) Based on our evaluation,we have determined that the existing mounts ARE CAPABLE of supporting the proposed antenna&RRH installation. Wind load will not be applicable in this case due to the proposed antennas being enclosed within the existing FRP enclosure HDG is under the assumption that the existina FRP enclosure has been constructed properly and adequately secured to the building structure This analysis was conducted in accordance with EIA/TIA-222-G,Structural Standards for Steel Antenna Towers and Antenna Supporting Structures,the International Building Code 2009,and the Massachusetts State Building Code, 81h edition. This determination was based on the following limitations and assumptions• 1. Equipment and locations should not deviate from the construction drawings without written approval of the engineer.' 2. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 3. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. Contractor is to perform a pre-inspection to confirm. 4. All antennas, coax cables and waveguide cables are assumed to be properly installed and supported as per the manufacturer's requirements. 5. All components supporting the AT&T equipment are assumed to be designed to all applicable codes and designed for identical to or larger than the current loads. Please feel free to contact our office should you have an ��ytNOF6(4,Q_c y y questions. Respectfully Submitted, o� DANIEL P. sa Hudson Design Group LLC HAMM CIVIL y Np.40720 Michael Cabral Daniel P. Hamm,PE Structural Dept. Head Principal p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 f:41&517.0590 a:116 Pleasant Sheet,Ste 302,Easthampton,MA 01027 nd- September 8, 2016 City of Salem 120 Washington Street 3`tl Floor Salem, MA 01970 Attn: Thomas J. St. Pierre Inspectional Services Director RE: AT&T Upgrades— 39 Norman Street Dear Mr. St. Pierre: AT&T is in the process of a nationwide upgrade of their network. In order to accomplish this upgrade, additional equipment that carry new frequencies need to be added to each site. Enclosed please find the following for the above referenced site: • 2 sets of plans for AT&T's proposed upgrades • Building permit application • Contractor Insurance information • Structural Analysis • Workmans Comp Affidavit • Building Permit Fee in the amount of$660 If everything meets with your approval, you can return the permit to me in the envelope provided. I can be reached at (617) 877-2950 if you have any questions. z , Timothy W. Greene Enclosures SAI Communications 157 Riverside Drive Norwell,MA 02061 PROJECT INFORMATION SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE (LTE BWE 2017 UPGRADE): SITE ADDRESS: 39 NORMAN STREET a \�&� SALEM, MA 01970 - LATITUDE: 42.519713' N. 42' 31' 10.97" N LONGITUDE: 70.898055' W. 70' 53' 52.99" W SITE NUMBER: MA3157 TYPE OF SITE: ROOFTOP/INDOOR EQUIPMENT ROOF HEIGHT: 49'-0"f SITE NAME: SALEM NORMAN STREET RAD CENTER: 68'-0" PROJECT: LTE BWE 2017 UPGRADE CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY DRAIMNQ INDEX VICIMTY MAP GENERAL NOTES SHEET NO. DESCRIPNON REV. DIRECTIONS TO SOF-' 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY DUPUCATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. OUPUCATION T-1 TITLE SHEEP I FROM FRAMINGHAM, MA. AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY DEPART LEGGAT MCCALL CONNECTOR RD TOWARD BURR ST. 507 FT. BEAR LEFT ONTO BURR ST. AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. 422 FT. TURN LEFT ONTO RT-30 E / COCHITUATE RD 290 FT . TAKE RAMP RIGHT FOR 1-90 EAST TOWARD BOSTON / 1-95. TOLL ROAD. 18.3 MI. AT EXIT 24A—B—C, TAKE RAMP LEFT FOR 1-93 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY GN-1 GENERAL NOTES 1 SOUTH TOWARD SOUTH STATION. 0.4 MI. BEAR RIGHT ONTO ATLANTIC AVE. 333 FT. TURN LEFT ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES ONTO BEACH ST. 0.1 MI. TURN LEFT ONTO JOHN F FITZGERALD SURFACE RD / SURFACE RD. 348 NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY FT. ROAD NAME CHANGES TO ALBANY ST. 0.4 MI. TURN LEFT ONTO BROADWAY BRIDGE / W REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. A-1 ROOF & EQUIPMENT PIANS 1 BROADWAY. 0.3 MI. BEAR RIGHT ONTO DORCHESTER AVE. 0.3 MI. KEEP LEFT TO STAY ON 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE DORCHESTER AVE. 121 FT. KEEP RIGHT ONTO OLD COLONY AVE. 507 FT. ARRIVE AT SITE ON AND SHALL IMMEDIATELY NOTIFY THE AT&T MOBILITY REPRESENTATIVE IN WRITING OF DISCREPANCIES TME LEFT' BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. A-2 ANTENNA LAYOUTS & ELEVATION 1 1 A-3 DETAILS 1 RF—I RF PLUMBING DIAGRAM i �. e, c G-1 GROUNDING DETAILS + _-� .., UNDERGROUND-SERVICE ALERT 1�1 CALL rrt BEFORE YOU DIG CALL TOLL FREE 1 —888—DIG—SAFE OR CALL 81 1 Sa ill F DEREK J. G� ® SITE NUMBER: MA3157 ^CI V AT&T Hudson , SITE NAME: SALEM NORMAN STREET loci Design Qr p. * 1 m/0/1s mum Fox mxslRucllGx Rg A TITLE SHEET 39 NORMAN STREET .,,.,� A m/ze/1s mwm FOR REvaw se Ar /ST -� �F, (UE BWE) lew osG000 nRFEt 27 NORTHWESTERN DR. SALEM, MA 01970 '� RN�nING 2a NORfR.surtF eow TEL Istel ss7.ssv SALEM, NH 03079 ESSEIL .���. 550 COCHRUATE ROAD ND. MiE flEV610N5 (h diK AP F$5`/ANALJ\ s1[xuu�n Dp.1wmG NUY�ft REv N.AWMWR.EM 01M FAY 1978133 s 81 FRAMINGHAM,MA 01701 5fNE m$ltmAl n MW Rv: AT DPAYrtl Bt: W MA3157 T-1 1 GROUNDING NOTES GENERAL NOTES 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR—ENTRAINED AND SHALL 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. CONTRACTOR — SAI R NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH 7ELO COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITESPECIFlC (UL, LPI, OR SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONSNS O OAND THA R ADVERSE OWNER — AT&T MOBILITY WITH RISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy 36 kei) FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND SITE 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING SIACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BE SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND 'GENERAL CONSTRUCTION SERVICES 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL FOR CONSTRUCTION OF AT&T SITES.' TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY ALL WORK CARRIED OUT SHALL COMPLY ALL APPLICABLE MUNICIPAL AND UTILITY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN REGULATIONS. 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER 4, DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON CIRCUITS TO BTS EQUIPMENT. ONLY. EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED 70 THE MASTER GROUND BAR 5. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, AFTER MIDNIGHT. WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON COPPER OR LARGER FOR INDOOR -BTS 2 AWG STRANDED COPPER FOR OUTDOOR BTS. THE DRAWINGS. 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. 'KITTING LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND BETTING UST SHALL BE PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS COMPRESSION AND BOLTED GROUNDD CONNECTIONS. 7. APPROVED ANTIOXIDANT COATINGS (ICONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL SUPPLIED BY THE SUBCONTRACTOR. EXPOSURE LEVELS. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 20.APPLICABLE BUILDING CODES: B. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL GROUND BAR. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY CONTRACT AWARD SHALL GOVERN THE DESIGN. GROUNDING CONNECTIONS. THE CONTRACTOR. BUILDING CODE: MA STATE BUILDING CODE 780 CMR 8TH EDITION AND IBC 2009 ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS 10. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI CABLES, LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. STANDARDS GROUNDING TYPE CONDUIT CLAMPS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE .i 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT REQUIREMENTS FOR STRUCTURAL CONCRETE; 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID BARE 11, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS TINNED COPPER GROUND WIRE, PER NEC 250.50 COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—G. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES; REFER INSTITUTE (ACI) 301. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY BBU BATTER/ BACKUP UNIT GRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED COPPER WIRE BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL E EXISTING NTS NOT TO SCALE UG UNDER GROUND EGB EQUIPMENT GROUND BAR RAD RADIATION)CENTER LINE AF VERIFY IN \N OF SqC, EGR EQUIPMENT GROUND RING REF REFERENCE ODEREK J. �GJ, SITE NUMBER: MA3157 ♦p} CI VH N AT&T Hudson SITE NAME: SALEM NORMAN STREET a LOCI s Design Cro p. N i DB/Zs/14 mm F'OIF pxsmurnDN Re A O GLTII]tAL NOTES Cs O 27 NORTHWESTERN DR. 39 NORMAN STREET A 07/20/18 WL[ED FOR REAN SB AT CG/STAT- F, (LTE OWE) Isro oscooO staEn SALEM MA 01970 F �� BUILDING MI NOUN.SURE]090 TEL:(9781 s57s 3 SALEM. NH 03079 ESSEX COUNTY 550 COCHrtUATE ROAD W. w1e levrnous Br pec APv' S SS/OVAL sre RuwBER DRAwirx Ruuern acv N.ANDOVER,W 01845 FAX:i978i Me 86 FRAMINGHAM,MA 01701 5 F; AS yomill DDRENED BI; A7 DRApxg- SB MA3157 GN-1 1 REFER TO STRUCTURAL ASSESSMENT LETTER BY: HUDSON DESIGN GROUP, LLC, DATED: AUGUST 25, 2016, FOR THE CAPACITY OF THE EXiSRNG STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT. AXPRA !$'EMI1R NOTE: 50' EXISTING REFER TO THE FINAL RF DATA SHEET ROOF BELOW / EXISTING FOR FINAL ANTENNA SETTINGS. DOOR \ EXISTING VERTICAL CABLE TRAY (TYP.) j EXISTING / / DISCONNECT / GAMMA EXISTING 8' HIGH / EXISTING / RxmR FRP ENCLOSURE ELECTRICAL PANEL E76' _� ABOVE PENTHOUSE EXISTING ANTENNAS EXISTING TELCO / (- MOUNTED TO FRAME / BACKBOARD EXISTING EXISTING I (TMP') / / EQUIPMENT PENTHOUSE I / II--11 ��EXISTING / 19"EXIEQUIPMEN NG RES 6601 6RACKN FIF RACK / EXISTING AT&T ANTENNA MOUNTING FRAME \ % / EXISTING PLATFORM EXISTING 11 EXISTING / WEXISTING PENTHOUSE TSTA / UMTS CABWET� REX STING EXISTING (12) LINES OF 1-5/8" COAX, (1) FIBER & (2) DCCABLES TO REMAINEXISTING AT&TEQUIPMENTSHELTERLE / EXISTING BATTERYRACK ANTENNA (TYPJ EXISTING PENTHOUSE ////// //// 14 51' 00 E/1G a o '0 ROOF PLAN t �x�_ EQUIPMENT PLAN z 2 x�z iiiiiQ 22x34 SCALE: 3/32'=1'-0' A-1 0 6'-4'10'-e' 21'-4' 32'-0' NORTH 22x34 SCALE: 1/2'=1'-0' A-1 0 V-0. 2•-0• 4'-0• 6•-0• 11x17 SCALE: 3/64'=1'-0" 17x17 SCALE: 1/4'=1'-0' OF M4S��c�r o� DEREK J. Gs ® SITE NUMBER: }p{. CI VII AT Hudson SITE NAME: SALEM NORMAN STREET IOCI 5 OmIgn Cro P. 1 OB/aa/1B s FOR corslRucnox A ROOF & EQUIPMENT PLAN 27 NORTHWESTERN DR. 39 NORMAN STREET A m/se/1B IBsuEB EOR REMM As /ST F-0 �� (LTE SWE) I"OSGOO VREn SALEM. MA 01970 f� RunoINGmNORiN.suns m58 TEL:p7e155I5553 SALEM, NH 03079 ESSEX COUNTY 350 COCHRUATE ROAD N0. DATE REV6rotA BY CHK APP' `,S$/ANAL Wt.RuuBER oRAwwc NUMBER REv N.ANMWR.Nuel BIS W.(178)88ss58e FRAMINGHAM.MA 01701 Br..C. AS s10MN OESIQIEB EM. AT m—,Bf: MA3157 A-1 1 ALPHA SECTOR ALPHA SECTOR ALPHA SECTOR LTE 700 LTE WCS/ NOTE EXISTING SURGE ARRESTOR UMTS DB BC/PCS GSM 850 TO REMAIN (TOTAL OF 2) 30 30' 30' REFER TO STRUCTURAL ASSESSMENT LETTER BY: HUDSON DESIGN GROUP, LLC, DATED: AUGUST 25, 2016, f FOR THE CAPACITY OF THE / /C/ f EXISTING STRUCTURES TO SUPPORT GAMMA THE PROPOSED EQUIPMENT. SECTOR EXISTING LTE ANTENNA TO LTE WCS/ REMAIN (TYP. OF 1 PER NOTE " GSM 850 ��' SECTOR, TOTAL OF 3) 275' - REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTINGS. EXISTING TMA TO REMAIN (TYP. OF 2 PER SECTOR, GAMMA TOTAL OF 6) SECTOR EXISTING SURGE LTE 700 ARRESTOR TO REMAIN BC/PCS EXISTING UMTS ANTENNA TO (TOTAL OF 2) 270' REMAIN (TYP. OF 1 PER YE POSED LTE ANTENNA SECTOR, TOTAL OF 3) EXISTING LTEOF 1 PER SECTOR, ANTENNA TO REMAIN 3 GAMMA (TYP. OF 1 PER ) (TYP. OF 2 SECTOR SECTOR, TOTAL OF 3) PROPOSED . 8 UMTS DB EXISTING RRUS-11 TO BE EXISTING AT&T 270' EXISTING RRH TO ) EQUIPMENT SHELTER REPLACED (IYP. OF 1 PER REMAIN (TYP. OF 2 TOP OF SCREENWALL SECTOR TOTAL OF 3) PER SECTOR, TOTALNG GSM ANTENNA TO EXISTING CPS ELEV. 70'-8'± (AGL) \ \ EXISTING LTE ANTENNA TO BE OF 6) N (TYP. OF 1 PER ANTENNA (TYP.) CENTER OF PROPOSED EXISTING RRH TO REMAIN \ \. REPLACED (TYP. OF i PER R, TOTAL OF 3) AT&T ANTENNAS SECTOR, TOTAL OF 3) NG 8' HIGH FRP —- pE'y C t�� (TVP. OF 2 PER SECTOR,TOTAL OF 6) 1y69' BETA BETA EXISTING VERTICALSURE ABOVET SECTOR BETA CABLE TRAYOUSE TOPOF PENTHOUSEFFSEC OR SECTOR / FLEV. 67-8"± (AGL) F,+F �E GWMLTE WCS/ LTE 700 850 BC/PCS UMTS OB EXISTINGEXISTING TOP OF PENTHOUSE 150' � _.i2 �z 150' 750' EQUIPMENTPENTHOUSE Y ELEV. 59'-0"± (A L) EXISTING ANTENNA LAYOUT�� TTOP- OF_PARAPET _ SCALE: N.T.S A-2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ "R ELEV. 51'-8"± (AGL) /ti TOP OF ROOF ALPHA SECTOR ALPHA SECTOR ALPHA SECTOR ELEV. 49'-0"± (AGL) EXISTING SURGE ARRESTOR UMTS DB ��Pa GSM00 LTE W850 E %ISTING (12) LINES TO REMAIN (TOTAL OF 2) 30' 30' 30' OF 1-5/8" COAX, (1) FIBER & (2) DC CABLES TO REMAIN GAMMA SECTOR EXISTING LTE ANTENNA TO LTE WCS/ REMAIN (TYP. OF 1 PER GSM 850 SECTOR, TOTAL OF 3) 275' EXISTING TMA TO REMAIN (TYP. OF 2 PER SECTOR, GAMMA TOTAL OF 6) SECTORGROUND LEVEL LTE 700 EXISTING UMTS ANTENNA TO ELEV. 0'-0"± AOL) SC/PCS REMAIN (TYP. OF i PER 270' SECTOR, TOTAL OF 3) GAMMA SECTOR WEST ELEVATION 3 UMTS DB PROPOSED RRUS-12 (1900) 22x34 SCALE: 3/32'=1'-O' A-2 0 5'-4'10'-8' 21'-4' 32'-0' 270' (TYP. OF 2 PER SECTOR, 11x17 SCALE: 3/64"=1'-0' TOTAL OF 6) \ \ PROPOSED LTE ANTENNA • POS 2 EXISTING RRH TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL EXISOF 2 PER SECTOR, OF 3) TOTAL OF 6) 14'59' BETA BETA SECTOR SECTOR BETA CTOR LTE WCS/ LTE 700 UMTS DB G W 05 GWM 850 BC/PCS 150' iy w w z 150' 150' i x N OF MqS y PROPOSED ANTENNA LAYOUT Ag K P� 9c� R o� DERE SITE NUMBER: NW157 Al 11�A}p} C VI N Hudson SITE NAME: SALEM NORMAN STREET a LOCI LAYOUT Deel9n GFOupuc i 08/25/18 691m F'OR CONBINUCIION RH A �C ANTENNA LAYOIlf R ELEVATION .y 39 NORMAN STREETA m/ze/ta IssEtm cml BEWEN m AT 9<G/STt��� F, (LTE SINE)OO 16WOSGDSTRES 27 NORTHWESTERN DR. SALEM, MA 01970 Fe � BUWNG W NoKK SURE]09Y TEL I91BI S57 se SALEM. NH 03079 ESSEX COUNTY 550 COCHIYUATE ROAD NO. mm rlF.vslwis W ONx ARR' •$ ONAL L-\"v 511E N"M oa W NUN RLv N.ANoovER.w.011, FAX I978)ee 86 FRAMINGHAM,MA 01701 EON- m 910\YN OEBxR4D grt AT 1oRAwN W.. Es MA3157 A-2 1 NOTE, EXISTWI ANTENNA SCHEDULE PROPOSED ANT844A SCHEDULE' REFER TO STRUCTURAL ASSESSMENT LETTER B1': HUDSON DESIGN GROUP, SECTOR MAKE MODEL/ SIZE QNCHES) SECTOR MAKEI MODEL/ SIZE (INCHES) LLC, DATED: AUGUST 25, 2016, KATHREIN 800-10121 54.5210.3x5.9 KATHREIN 800-10127 54.500.34.9 FOR THE CAPACITY OF THE EXISTING STRUCTURES TO SUPPORT Mph - - - ALPHA ANDREW SBNHH-1D65A 55.001.90.1 THE PROPOSED EQUIPMENT. KATHREIN 800-10764 55.2x11.8x6.0 - - - CCI OPA-65R-LCUU-H4 48.Ox14.4x7.3 CCI OPA-65R-LCUU-H4 48,004.427.3 NOTE: KATHREIN 800-10121 54.5x10.3x5.9 KATHREIN 800-10121 54.5x10.3x5.9 REFER TO THE FINAL RF DATA SHEETBETA BETA ANDREW SBNHH-1D65A 55.Ox11.90.1 FOR FINAL ANTENNA SETTINGS. KATHREIN 800-10764 55.2x11.8x6.0 - - - CCI OPA-65R-LCUU-114 48.004.4x7.3 CCI OPA-65R-LCUU-H4 48.004.40.3 KATHREIN 800-10121 54.5x1 O.3z5.9 KATHREIN 800-10121 54.500.3x5.9 ANDREW SBNHH-1D65A. 55.Oz11.90.1 21 KATHREIN 800-10764 55.21.8x6.0^ - - - CCI OPA-65R-LCUU-H4 48.Ox14.4z7.3 CCI OPA-65R-LCUU-H4 48.0x14.427.3 EXISTING MOUNTING FRAME EXISTING PIPE MAST (NP.) EXISTING MOUNTING FRAME PROPOSED 2" STD (2.38" O.D.) MOUNTING PIPE (8'-0' LONG) PROPOSED 1/2' U-BOLT C".) PROPOSED RRH I, PROPOSED RRH (TYP. OF 2 PER I (TYP. OF 2 PER SECTOR, TOTAL OF 6) SECTOR, TOTAL OF 6) MUTE e I e L SEE REDS FOR RRH PROPOSED LTE ANTENNA PROPOSED LTE ANTENNA FREQUENCY AND MOUNTED ON EXISTING PIPE MOUNTED ON PROPOSED PIPE MODEL NUMBER MAST O POSITION 2 (TOTAL MAST O POSITION 2 (TP. OF OF 1, BETA SECTOR) i PER ALPHA k GAMMA PROPOSED RRH SECTORS, TOTAL OF 2) REFER TO THE FINAL RFDS AND CHART FOR QUANTITY. MODEL AND DIMENSIONS RRU CHART QUANTITY MODEL L W D 3(E) RRUS-11 19.7" 17.0" E 6(P) RRUS-12 20.4" 18.5"3(E) RRUS-32 26.7" 12.1"- RRUS-E2 20.4" 18.5"- LTE-A2 16.4' 15.2" NOTE: MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED LTE ANTENNA PROPOSED LTE ANTENNA& RRH &RRH MOUNTING DETAIL MOUNTING DETAIL(BETA SECTOR) 1 (ALPHA&GAMMA SECTORS) PROPOSED RRH DETAIL 22x34 SCALE: 1'=1'-0' A-3 0 0-6' 1'-0' 2'-0' 3'-0' 22x34 SCALE: i"=1'-0' A-3 0 0'-6' 1'-0' 2'-0' 3'-0' SCALE: N.T.S A-3 11217 SCALE: 1/2'=1'-0' 11x17 SCALE: 1/2'-1'-0" a,�P��N OF t<(gSs9c/r oma' DEREK J. GJ SITE NUMBER: MA3157 ♦p} k AT&T Hudson SITE NAME: SALEM NORMAN STREET LOCI JS - DeM9n Group. t DB/25/18 19Sllm FOR CONBTRUGTIDN AB ��,,CC DETAILS 39 NORMAN STREET A 07/29/16 �swm FOR REW010 m t��� F (LTE BWE) 1"OS000D STREET 27 NORTHWESTERN DR. SALEM, MA 01970 SALEM, NH 03079 ESSEX COUNTY 55000CHITUATEROAD No. DATE REV6bN$ Bf 9rlE NuueERDRUw NUMBER Rev W INDODNG m.o G WSUVaow FAXEI: 97e ss7 l FRAMINGHAM.MA 01701 u. uoovEx.InAoiausax:Is7el acss9c scAta As 91oAN DEBONED at: Ai DNAWN er: MA3157 A-3 1 AMTenna 1 Antenna2 Anlenna4 UMTS De LTE 700 BC/PCS LTE WCS/GSM 850 'Jrr,4Jl»n1 6nxJ!4mtl &aachaM BreaAbvW BrcaJETM h.WbinA evn.xfiaM :traltaM ..a1.eAl.ra1 4. Ikh Hc. IXN rkro Ooly FirW i. H,6 Low 4'h Ifti' Lax .cr: dqn H!ph =950 65D )fU w51a3 AIayP4 )Dl/Pti 41.14Pr YT.i4nn .45/45 45J.A5 6I i48n 41/43[ .4ytdy 45J-05 M5jd5 .15%AS ..IS/-fj .4V-IS dW. aw nx<: PW • ' i eR® IXr � IXM' pYes h.1N/LCV ' I DC x�N uwm. ;e N ✓/ i N a �T FI 4 c5Mt 650 L �� � Oe oust Ousz EINT51-node% 06 32M I E:CONTRACTOR TO CONFIRM ALL PARTS. INSTALL ALL EQUIPMENT TO MANUFACTURER'S RECOMMENDATIONS RF PLUMBING DIAGRAM SCALE: N.T.S RF-1 �N QFS, ��P� Syc� FOR FINAL TMANTENNA SRETIIN�GTSA. SHEET o� DEREK SITE NUMBER: MA3157 }p{. CI VI I AT&T Hudson SITE NAME: SALEM NORMAN STREET a LOCI 5 Doslgn GrOVpuc O, ! 1 m/2s/1e mum Fvn coNstaucrroH Z O RF PLUMBING DIAGRAM 27 NORTHWESTERN DR. 39 NORMAN STREET A m/zs/1s ssum FOB BEMIOr se AT F C Ire \ (LTE If MGOODSTREET SALEM. MA 01970 C ST �\� BWN eDPDwGm uoRTKSMEa TEL: I978)55154 SALEM. NH 03079 ESSEX COUNTY SSD COCHRUATE ROAD w� ��oLs CHK /ST xuMBE% %RAWNG MuutRR REV H.nu%oveR.r OTw IA.:(9781 a]65584 FRAMING HAM,MA 01701 Sp1E: A5511gy8 pE51W>ID BY: AT ORAMN BW 5% MA3157 RF-1 1 FROM ANTENNA WEATHERPROOFING STAINLESS— KIT TAINLESS TWO HOLE COPPER K I (TYP.) STEEL JUMPER REQUIRED ONLY HARDWARE COMPRESSION TERMINAL WHEN 1-1/4'0 AND LARGER STANDARD �') GROUND KR (TYP.) GROUNDING CABLE GROUND BAR A CONNECTOR ANTENNA CABLE A WEATHERPROOFING TO CABLE TRAY (TYP.) ELEVATION KR (NP.) FROM ANTENNA LOCK WASHER, FLAT WASHER, TYP. FRAME SUPPORT �' 3/6'x1-1/4" HEX COAX GROUND KR BOLT NUT, TYP.. COMMSCOPE KR NO. GB-0414-R OR EQUAL GROUND BAR 2 AWG BCW EXPOSED BARE COPPER TO BE B 92 AWG BCW, BONDED GROUNDING CABLE NOTE 0 GROUND WIRE ALONG KEPT TO ABSOLUTE MINIMUM, NO t : CABLE TRAY TO CIGBE/MIGB SECTION "A-A' INSULATION ALLOWED WITHIN THECOMPRESSION TERMINAL (TYPICAL) 1.DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. NOTE: 1. 'DOUBLING UP" OR 'STACKING' OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. GROUND WIRE TO GROUND BAR CONNECTION DETAIL 1 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGD SCALE: N.T.S G-1 TYPICAL GROUND BAR CONNECTION DETAIL 3 EXISTING/PROPOSE EXISTING/PROPOSED SCALE: N.T.S G-1 ANTENNA SUPPORT PIPE ANTENNA TMA, RRU, A2 MODULE & EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND AR SHAII HAVE SURGE ARRESTOR UMTS/GSM KKITSGSM COAX ORIGIN AND DESTINATION. • AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS UPPER CIGBE SECTION 'P' - SURGE PRODUCERS EXISTING #2G CABLE ENTRY PORTS (HATCH PLATES) (#2) HOMERUN GENERATOR FRAMEWORK (IF AVAILABLE) (#2) POWER/FIBER TELCO GROUND BAR GROUND CAeMETER LOWER CIGBE JUNCTION BOX COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) & ICE BRID (AS APPUCABLE) (AS APPLICABLE) +24V POWER SUPPLY RETURN BAR ($2) JUMPER A -48V POWER SUPPLY RETURN BAR (AL2) EXISTING (2) #2 AWG RECTIFIER FRAMES. •• UMTS GSM COAX BCW TO EXISTING / GROUND RING � GROUND KITS SECTION "A' - SURGE ABSORBERS ----------------- EXISTING #2G INTERIOR GROUND RING (#2) (ROOFTOP ONLY) EXTERNAL OLD GROUND FIELD (BURIED GROUND RING) (#2) METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) UMTS/GSM COAX BUILDING STEEL (IF AVAILABLE) (#2) GROUND KITS -. , ' #2 GROUND TO EXISTING 0 DISCONNECT HALO OR MIGBE R M 0 � ISTING GROUND EQUIPMENT CABINET 0 °° 0 °°°p p p p p 0 0 RING OR UnUTY It�� OR RACK, RBS 6601, ° ° GROUND & SURGE SUPPRESSOR 0 1�$2 AWG SOLID TINNED COPPER (TYP) TO EXISTING SERVICE GROUND GROUNDING RISER DIAGRAM GROUND BAR-DETAIL a N OF Mqs SCALE: N.T.S G-1 SCALE: N.T.SS40� p� DEREK J. G,J, SITE NUMBER: MA3157 ^^" CI VI AT&T Hudson SITE NAME: SALEM NORMAN STREET ��+�� �}p_+ DeeIJYfoup Ida 27 , LOCI , oe/u/,6 tmm Fors COISRi0C11ON Re A c O GROUNDING DETAILS 39 NORMAN STREET ��../ A 07/29/16 ISSOm FOR RENEW SB AT cis 1 (LTE BWE) IIWMGOODVRER 27 NORTHWESTERN DR. SALEM, MA 01970 6UDDWGoXN0KH,3UREY TEU 19791 M77 SALEM, NH 03079 ESSEX COUP. SSO COCHRUATE ROAD W. MTE REvmDNs BY CNK MY SS SIE NUM6ER DWWMD MIM6ER REV H.ANDOVER,W0TW FAX:(979100 6 FRAMINGHAM,MA 01701 ; Aq 9,O6N OE6xYhD W. AT DWW gi: 5a MA3157 0-1 1 1