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SEC 106 TELECOMMUNICATIONS Sec 106-2015 Telecommunications t N t s 4 i i N CD 0 E3 o B (7) � o rn a y f Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 June 8, 2015 Ms. Susan Arena Architectural Historian EBI Consulting 21B Street Burlington, MA 01803 RE: Addendum to FCC Form 621 19021/ SALEM_5 MA-New Build 217 Essex Street, Salem, MA 01960 EBI Project#61144726 Dear Ms. Arena: At its meeting on June 3, 2015, the Salem Historical Commission (Commission) reviewed revised project drawings for a telecommunications installation at 217 Essex Street. This information was submitted to the Commission as part of the Section 106 permitting process. The revised drawings demonstrate revisions requested by the Salem Design Review Board (DRB) as part of its review of the project, which is located within the City's Urban Renewal Area. The revised plans show the installation mounted to a raised steel frame on the southwest corner of the rooftop. The elements are painted warm gray. Two additional flush mount antennas are painted to match the brick. In its initial review, the Commission was concerned with the alteration of the roofline of this historic building, which is also located within the Downtown Salem National Historic District. As a result, the Commission requested that a less visible location for the telecommunications installation be found. Concurrently, the DRB commented on the project and requested that the antennae elements be exposed rather than concealed by a faux chimney structure. After reviewing the revised drawings for the steel frame structure, the Commission found the revisions to be less desirable than the original plans. While the antennae are not visible from Essex Street or Derby Square, the bracing is visible from the southern view along Washington Street, a main thoroughfare through the City. As designed, the steel framing is very obtrusive and distracts the eye from the historic buildings and skyline of the downtown. Of the two options presented to the Commission, the Commission unanimously voted in favor of the faux chimney to conceal the proposed antennae. There being an existing chimney on the building, the faux chimney will not i Page 2 stand out as completely inappropriate to the structure and will suspend the diminishing effects of the accumulation of antennae on the building. Respectfully submitted, L- ALEM HISTORICAL COMMISSION Jessica Herbert Chair cc: Ryan Maciej, Massachusetts Historical Commission Andrew Shapiro, Salem Redevelopment Authority June 5, 2014 Ms. Susan Arena Architectural Historian EBI Consulting 2 1 B Street Burlington, MA 01803 RE: Invitation to Comment 19021/ SALEM_5_MA-New Build 217 Essex Street, Salem,MA 01960 EBI Project#61144726 Dear Ms. Arena: The Salem Historical Commission(Commission)appreciates the opportunity to comment on the proposed telecommunications facility installation at 217 Essex Street for Verizon Wireless. In accordance with the Section 106 permitting process,the Commission has reviewed the submitted drawings and project information to determine whether the proposed project will have an adverse effect on the surrounding historic properties. The property at 217 Essex Street is historically known as the Hoyt Block and is located within the Downtown Salem National Historic District. It is a Classical Revival commercial building with many ornamental details including the roof balustrade, . wooden cornice with modillions and dentils, and the stone-accented, round-arched window openings. The Commission is concerned with the installation of additional antennae on this historic building along with the adjacent building. This proposal is to install an additional ten antennas,two condensers, and a natural gas generator to the building. The Commission also reviewed a recent proposal for Sprint Wireless to install three(3)panel antennas,three mounted antennas,and three RRH's mounted to the existing building below the proposed antennas. Echoing the concerns stated by the Massachusetts Historical Commission, in their letter dated 5/20/14 regarding the Sprint Wireless proposal(EBI Project 461141000),the Commission feels as though the addition of more antennae along this block of buildings may diminish the historic nature and appears of the buildings and district. We strongly urge the applicant to find a less visible location for the telecommunications facility installations to be installed. Respectfully submitted, SALEM HISTORICAL COMMISSION Kathy Harper, Vice Chair Cc: Representative John Keenan V ' Consulting 2173-2501 Burlington, MA 01803 Tel: (781)273-2500 Fax: (781)273-3311 environmental I engineering I due diligence www.ebiconsulting.com April 20, 2015 Salem Historical Commission c/o Ms. Natalie Lovett, Community Development Planner 120 Washington Street, 3rd Floor Salem, MA 01970 978-745-9595 nlovett(a)salem.com Subject: Addendum to FCC Form 621 19021 /SALEM_5_MA- New Build 217 Essex Street, Salem, Essex County, MA 01970 EBI Project#61144726 Dear Ms. Lovett, EBI Consulting (EBI) is preparing an environmental review on behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless (Verizon Wireless) for the property noted above as part of its regulatory review by the Federal Communications Commission (FCC). The review is focused on the National Environmental Policy Act (NEPA) compliance and includes an evaluation of whether historic properties or archaeological sites may be affected by the proposed telecommunications facilities at the address noted above under Section 106 of the National Historic Preservation Act(NHPA). On August 5, 2014, EBI submitted a request for comments to your office regarding our "No Adverse Effect" determination for the above-referenced telecommunications installation project. The project design called for five antennas to be mounted at a center line height of 83'-6"within a proposed 6' x 6'x 15' fiberglass chimney, and three antennas to be mounted on the penthouse at a center line height of 81 feet and painted to match. Your response relayed concerns from the Commission that the chimney design would be inappropriate for the historic building. On April 16, 2015, EBI received revised project drawings. The revised design calls for a raised steel frame on the southwest corner of the rooftop with four antennas mounted at a center line height of 83'-6" with all elements to be painted warm gray, and two antennas mounted on the east side of the penthouse at a center line height of 81 feet and painted to match. Changes to the project design have been taken into consideration and EBI's determination is"No Adverse Effect"on historic properties. On behalf of Verizon Wireless, I would appreciate your comments on this proposed telecommunications installation in a letter to my attention at the address noted above. Sincerely, Ms. Susan Arena Architectural Historian 508-887-6172 sarenaCa)ebiconsulti n$.com Attachments: Updated project plans Z yn O m H cc cc H Z e� O0 cc U VWI 019 wireless ° J& SALEM 5 MA ©05_ 217 ESSEX STREET a, a SALEM, MA 01970 =' CONSULTANT TEAM PROJECT SUMMARY SHEET NOT% SITE NAME: SALEM sun SHT DESCRIPTION NO. 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PD MGDD3CSTEM SECT x«O oOPERATIONS AND OPERATIONAL INSTRUCTIONS AD,ADPST m FM DCONTROL PANEL - PROCEDURES$VPDRVI�RYDROCEDU�3,MML�F�-1-C- ES AOLIECONG CHALL BE IN ACCORDANCE—N—REACHER IF DESIGN,MATURATEIssTM„BARDRSrX THPMM+DFu31 THE FIX GO SYSTEM COMPONENTS FURMPNED ARM BENEFITED UNDER THIS CONTRAST SCALL BE WASSI iIiRE°aE`nlx” FM 20rvTH0 WIRING DIAGRAM NO CASE LESS THAN ONE i CITY OF NEWBURYPORT PLANNING BOARD 60 PLEASANT STREET NEWBURYPORT,MA 01950 978-465-4400 . 978-465-4452 (FAx) W W W.CITYOFNEWBURYPORT.COM June 3, 2015 7:00 PM Auditorium 1. Roll Call 2. General Business a) Approval of Minutes (5/20/15) b) 223 High Street approvals (2010-DEF-01, 2010-SP-05) c) Steve Sawyer, Wright's Court (2013-DEF-02, 2013-SP-02) Request for Minor Modification —drainage 3. Public Hearings a) Berkeley Investment, Inc. c/o Lisa L. Mead, Esq. 260, 268, 270, 274, and 276 Merrimac Street Special Permit Modification (2007-SP-03b) Site Plan Review Modification (2007-SPR-04b) 4. 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(•_/ i _�`y ta..... 1 i1ILL7■77 AR j- v J q 1 F VSs }f' F N «a y i .4r : '! a.' it y.x t�+ ice`° + ,.cyst �ri�S ' Y K. . a• {^. yS�^"+ . ij Jqzi xxr,.... +w...l C"'e' {+f y � x . •S'y�t�a� �� ,yx{,� ,�'1*f"` F/� x . �x = �MC�'rtl�.'�' �ii �i�� . t. � �. >..�K�,`i • Y.!�a .s�`�y�s"^� x.,r�Yl .� f� Wq r✓,y(° a Q{ ��V ♦ _ Ay n.` *a q 10` ys x t Ott- �Y�� f-ypt6 1 ��y� . 0 T s r, Salem Historical Commission 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 August 20, 2015 (978)619-5665 FAX(978)740-0404 Ms. Sarah LeVaun Graulty Architectural Historian EBI Consulting 21B Street Burlington, MA 01803 RE: Invitation to Comment 27 Charter Street, Salem, Essex County, MA 01970 EBI project#6115003890 Dear Ms. Graulty: The Salem Historical Commission (Commission) appreciates the opportunity to comment on the proposed telecommunications facility installation at 27 Charter Street. In accordance with the Section 106 permitting process, the Commission has reviewed the submitted drawings and project information to determine whether the proposed project will have an adverse effect on the surrounding historic properties. There are several historic resources directly adjacent to the 27 Charter Street property. The most notable being the Pickman House and the Charter Street Cemetery. The Pickman House, located at 43 Charter Street, is 17a'century structure significant for being home to Benjamin Lynde, Jr., Judge and Chief Justice of the Massachusetts Bay Colony, and Michele Felice Come, a prominent marine artist credited with the introduction of the tomato to America. The Charter Street Cemetery, located at 51 Charter Street, is the oldest burial ground in Salem and was occupied before 1637. The property is in close proximity to several National Register districts: Peabody Essex Museum, Charter Street, and Salem Common. After reviewing the project plans,the Commission found that it does not have sufficient information to determine the impact of the telecommunications facility on the surrounding historic resources. The Commission respectfully requests the following information: Details on the colors of the antennae and conduits. h � , I Page 2 • Renderings of the visual effect of the antennae from the public ways of Charter Street, Liberty Street, and Hawthorne Boulevard, clearly delineating the new antennae We believe that this additional information should be provided as part of the Section 106 process in order to better understand the effect of the project on the nearby historic resources and neighborhood. Respectfully submitted, SALEM HISTORICAL COMMISSION Jessica Herbert, Chair 4 F } 2 a r f 21 B Street EBI Consulting Burlington) 27 -2503 Tel: icons 273-2500 environmental I engineering I due diligence www.ebic°neulcing.tom July 29, 2015 RECEIVED Salem Historical Commission v;h Q 3 20 e 0 c/o Ms.Jane A. Guy, Assistant Community Development Director Salem City Hall DEPT.OF PLANNING& One Salem Green CoNJMUNITY DEVELOPME.:f Salem, MA 01970 Subject: Invitation to Comment _ Salem Housing Authority/4BSM002A 27 Charter Street, Salem, Essex County, MA 01970 EBI Project#61 15003890 Dear Ms. Guy: Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc., on behalf of T-Mobile USA, provides this notice of proposed modifications to an existing telecommunications facility at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached project plans for complete details regarding the project. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local zoning process. We are only seeking comments related to the proposed projects potential effects on historic properties. Please submit your comments regarding the proposed projects potential effects on historic properties to my attention c/o EBI Consulting, 21 B Street, Burlington, MA 01803 or contact me via telephone at the number listed below. Please reference the EBI project number. I would appreciate your comments as soon as possible ' within the next 30 days. Please do not hesitate to contact me if you have any questions or concerns about the proposed project. Respectfully Submitted, Ms. Sarah LeVaun Graulty Architectural Historian Ph: 207-210-2535 Fax: 781-425-5178 Attachments - Drawings and Maps ENVIROBUSINESS, INC.LOCATIONS ATLANTA,GA BALTIMORE, MDI BURLINGTON, MAI CHICAGO, IL CRANSTON, RI I DALLAS,TX'I DENVER,CO I EXETER,NH I HOUSTON,TX I LOS ANGELES,CA I NEW YORK, NY PHOENIX,AZ I PORTLAND,OR I SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA Ili_ 0 L J Co Beaw—�� Qa 40 oh o F` Pearl'St Ba13 rton SG 3 c� es ry ofg, a a ter. ! e' to V) C o J� a +' "y; N p N �. .CW p .� �e iO �0 . SOC co H~ e O Oi♦Q OQS, F osf q/ Webb 3r ` Wv!di`$ G hdl,(Q�Sl -,0 o♦° d i J, Q' /S/ Sf�`m y�i` ` ♦ ♦ in D 3 / H° o a Q F Wdr .` S m a y♦ Fog/is C r / mf, o r + d a y°d o q eO h S+oyra ��ldle h� ! 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Rd F1, �5\ -- EBI GIS Legend Source:Selected data from ESRI,EBI&USGS N * Project Site _ Site Radius at 250', 500', 1000' and Y2 mile ' Date:7/23/2015 Figure 1: Site Location Map 0 500 1,000 2,000 3,000 Feet 46SM002A SALEM HOUSING AUTHORITY 27 CHARTER STREET SALEM, MA 01970E _ r � EBI Consulting er.snso 5oma - � environmental I engineering I due diligence t � 1 Y : 46 ► �' IL 1 owlp ♦ !rte i a Ott M !�j � IMP v • 1 1 • s -tom p p � � r,•• 1 11 - q, t \ 46 VA s Jti ey`A n n_ b � � y �' Y ' E)Uel Lev wrx pP[6 e (s)keno neEP G&G m Im[IM I [I G,BIC OPIX£ L IOO ®® lEI we IN WK E O OI O \ (E)ns 6102OUPY[xllraPxKTMKxiWJSE iKfIO sxncw - CQ Kww ED L l0 poora ALU 4.0 Cabinet S and replace with 2nd ODE 6102 7 YCNRe cabinet for 70OMHz.See new n Ux1 Lev cw. e. RFDS dated U1 msPlo rrew caEs m ® ® � 6130/15.bb O mcPs xxlExxN vNP �1 EQUIPMENT PLAN Mt sxE:s•_p n PARM[I I1iPJ C& TyI9• IE FWRRIR ntMlm NAICMI 4F Rl/l 2/A-1 zg;ROOF PLAN SITE NUMBER: 46SM002A T-MOBILE NORMFAST LLC T-MOBILE T ♦wr T SITE NAME: BOS0162AISALEM HOUSING AUTHORITY 15 COMMERCE WAY, SURE e , PWr PIMI:EpIIIPNENi PVH DVANCED 27 CHARTER SPREE NOWON, M 02788 ENGINEERING GRdUP,P.C. SALEM, MA 01970 OFFICE: (SOB) 288-2700 n N •s`"NP"'�w.r= iali—..='.m ESSEX COUIM FAX: (508) 288-2893 a vex agme e-1 I sE m c sfcipq c Yl,'Iq(mW a](SFF T E)PMS WW1. . @ID ip111Y1 FPIPIRMI \ PG W.' W0,EN IM OE(6) PAIEC M'IEbMS(2)P[P (W IB:IMFB iW Of 10 PENIXOUS[ 136'1 IG". 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SECIW 0 `J �SfC10X n 1 ELEVATION AhkmNLm Q sfc W 6 701.a(3)00sfc�) �p=cells Fm A-a sellFn-n-c ,{y' In MIRIkKs.mP. . 4 N w O AL "- w ImX PROPOSED ANTENNA PLAN A-] SCNF:M19 � SITE NUMBER: 4BSM002A T-MOBILE NOUHEAST LLC T-MOBILE DVANCED SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SURE B , ENGINEERING GRGUP.P.C. 27 CNARTER S EET NORTON, aL OI788 ELEwnW1 k AN M PVN SALEM, MA 01970 OFFICE: (506) 2B6-D00 n R,VI�M a kmN,w ® ESSEX COUNTY A PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACIt MODIFICATIONS SITE NUMBER: 4BSM002A SITE ADDRESS: 27CCHARTER SALEM,. IRA, 011970 SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY INTRUDE: 42.521194 JONGRUOE —70.090694 - JURISDICTION: NATIONAL, STATE A LOCA.LODES OR ORDINANCES 27 CHARTER STREET CURRENT USE: TELECOMMUNICATIONS FACILITY SALEM ,/ MA 01970 1 970 PROPOSED USE TELECOMMUNICATIONS FACMY ESSEX COUNTY - DESIGN GUIDELINE: 70M(AEd SmoN Bias Tee + Passive Antenno) DRAWING INDEX REV LOCUS MAP GENERAL NOTES T4 TITLE SHEET 1 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPEtt AND COPYRIGHTED WORK OF T-MOSILE NORTHEAST, U.C. ANY DUPUCA➢ON OR USE WRHOUT IXPRESS WRITTEN CONSENT IS STRICTLY PROHIBRED. DUPLICATOR AND USE BY GOVERNMENT AGENCIES FOR GN-1 GENERAL NOTES 1 THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGUUTORY AND ED ADMINISTRATIVE FUNCTIDNS IS SPECINCALLY ALLOWED. A-1 ROOF PLAN 8 EQUIPMENT PLAN 1 - J7 II ,I 2. THE FACILRY IS AN UNMANNED PRNATE AND SECURED EQUIPMENT INSTALLATION, R 15 A-2 ELEVATION, ANTENNA PLAN,AND DETAILS 1 Y { ONLY ACCESSED BY TRAINED TECHNICIANS MR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANNANY SEWER SERNCE. THE FACILRY A-3 DETAILS1 IS NOT GOYFNNED BY REGULATIONS REOUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. J§ G-1 GROUNDING,ONE-LINE DIAGRAM 8 DETAILS 1 a S. CONTRACTOR SHALL VERIFY ALL PIANS AND 917IING DIMENSIONS AND CONDITIONS ON 1A THE JOB SITE AND SHALL IMMEDIATELY NOIIfY THE T-MOBILE REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SIGNATURES CONSTRUCTION DOTE OPERATIONS DATE RF ENGINEERING DATE LAND OWNER DATE H ZONING/SITE ACO. 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M mmraoR arta EPx¢xeasns PmTK1am m CaMWtt REAKI0119 Nn ssaemara PImEn nmtxc arsvmm�n rAmmns PWxs aDmem. f1C pinK mW 1,0NM VwN m UKT I a Mm:M ZI..NI IENCIRE sNE0.waq a4 DEL'rsC.Wl mlml Ia AaNf aanE IEVEL C.C, dKIW.CDNIRICIA RF ba0 iREahNLY aNtWClm 9Wa I®tA aR aWNf 11N1 wY KN 0.p0aD YIEIrRS YSmn ClamfRO N M[ma,91NLL a wNmtm dF m mN1RU.tnx d d Wdl M Pm[Nr. ria ME Nm ss w�mnm Aq oaten N DaEDfl Wa -N2PoCa1 WRf amaE Nd WISIER aCUNO BUS u ra mmunw svu Icor M aNwa Max ImI.calx EMIImE And saw¢L®s ra mxmnd Mld BE.s BNW mwu Nva WIN NINlWY >m m m DEIERMIxfD Wo wzrm rsE aMmm mamAtmrl Wo oma a W EN.RNAIIC d wen DmLw ImIM d WM ulwos aa.assn 1n®l Nm 4mE mLFIFNI Xp 49]rED M (WM. d aPLL wa'LL s)E1Y mMIwD me ra YamrN 8m 8I4 iNNSL£WA SlAial (P1 PROPoSED/Kx Mm&PEYahD IQNbnn d M w6ENY.PImH3 9KL a 161 p GLW anW. aNmd WD IIEE raN PWl SOIn aS.d TYUm6 a IF mu" MF Ex im MF Nm m FHE RMP m BE REYahD NR W1aF' EC EDUIPMEM Umu" MiERENCf Arm R6'VCED Eat Eallg mule Rm Rw REWIMI) IYP (F) fUNa ,� SITE NUMBER: 4BSM002A T-MOBILE NORTHEAST LLC T-MOBILE DVA CED SITE NAME: BOS0162A)SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SURE BMERN-NDS ENGINEERING GRdUP.P.C. 27 CHARTER STREET NORTON, AIA 02768 m .o-..roe.a s...vix�tal ifr"m SALEM, MA 01970 OFFICE: (508) 288-2]00 xl® ESSEX COUN Y FA%: (508) 288-2883MINNmaA A-t I i Massachusetts Cultural Resource Information System Scanned Record Cover Page tlnveritory No ?� ,SAL.3566 'CommonName ,axu Adtlres t, 27 Charter St a Cttyltown Salem yr U�tllage/Neigbbortood Central Salem LocaLNo ;T� 35-272 Year Constructed c 1975 k A h tectural Styles) Not researched R Multiple Family Dwelling House;Other Residential Significance Architecture;Social History prea(s) ' T MEM LID, Va !86il'i Materials(s) Wall: Brick;Concrete, Reinforced q u The Massachusetts Historical Commission (MHC)has converted this paper record to digital format as part of ongoing projects to scan records of the Inventory of Historic Assets of the Commonwealth and National Register of Historic Places nominations for Massachusetts. 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Users of this digital material acknowledge that they have read and understood the MACRIS Information and Disclaimer (htti):Hmhc-macris.net/macrisdisclaimer.htm) Data available via the MACRIS web interface,and associated scanned files are for information purposes only.THE ACT OF CHECKING THIS DATABASE AND ASSOCIATED SCANNED FILES DOES NOT SUBSTITUTE FOR COMPLIANCE WITH APPLICABLE LOCAL,STATE OR FEDERAL LAWS AND REGULATIONS.IF YOU ARE REPRESENTING A DEVELOPER AND/OR A PROPOSED PROJECT THAT WILL REQUIRE A PERMIT,LICENSE OR FUNDING FROM ANY STATE OR FEDERAL AGENCY YOU MUST SUBMIT A PROJECT NOTIFICATION FORM TO MHC FOR MHC'S REVIEW AND COMMENT.You can obtain a copy of a PNF through the MHC web site(www sec state ma us/mhcl under the subject heading"MHC Forms" _ Commonwealth of Massachusetts Massachusetts Historical Commission 220 Morrissey Boulevard, Boston, Massachusetts 02125 www.sec.state.ma.us/mhc This file was accessed on: Wednesday,August 19,2015 at 2:55: PM s FORM B - BUILDING In Area no. . Form no. MASSACHUSETTS HISTORICAL COMMISSIOd 35 272 ' Office of the Secretary, State House, Boston 1. Town Salem i Address 27 Charter Street .. Namei Present use Resi&ntia1 2. Photo (30" or 3x5") m Staple to left side of form Photo number (S' � „ - ,� Present owner 3 Description: Date c. 1975 Source "Observation - Style Conteitporary j Architect fExterior wall fabric Brick Outbuildings (describe) Other features y Altered Date Moved Date 5. Lot size: 33,291 sq. ft. One acre or less Over one acre' Approximate-frontage ` 3l4`ft h v_ f T4 e _ ✓ Approximate distance of building from street f -Adjacent 6. Recorded by A. Van Ingen/A. Crump 1' Organization Historic Salem Inc./SRA ?. Date November, 1979 k � 1A � i n"; y 91- 1 .. F f. } Y 30i4-5-77 7. Original owner (if known) Original use Residential Subsequent uses (if any) and=dates- S. Themes (check as many as applicable) 'Aboriginal Conservation Recreation Agricultural Education ReligionJz Architectural Exploration/ x� ' Science/ The Arts `' °`v settlement invention Commerce Industrgt Social/ . Communication Milrtar has humanitarian y., Community development Political; Transportation 9. His significance include explanation of themes checked above) z1. Y qrxH tf t: 1, Y g: v cw Y ! i . y a � h + Y Eli 4 t3r� �1 3 I. , 10. Bibliography and/or refe ences (such as local histories, deeds; assessor's I ds, , early"riiaps;,etc. ) a 9 iF im rp ± + %y 2 ,f}x ;� .�t � :.tt e _ - w-`gC.'^� a r OitM B - BUILDING ItrS �l Fa�� rr MASSACHiTSETTS HISTORICAL COMMISSION37 �� Office of the Secretary, State House, Boston . ... .._ � 1.- Town ,, ;r' i Address off . 'Fit art- r , \carne q , Present use'. 2. Pho r *' Stap m i.a : a;�, a Pho Present owners < 3 3 Description Datex Source - - Style 4. Map. Draw sketch of building location Architect in relation to nearest cross streets and & other buildings. Indicate north. Exterior wall fabric ;,. ' � w JC `la J /j Outbuildings (describe) Other features Ali 7-171 r =. Altered Date Moved Date � - vv 5 Lot size 3341 X, 5 One acre or less ,Over oneacre f.3 x µ e t �T, Approximate frontage all {� c ,„ =r Approximate distance of building from"street N r., PIP", 6. Recorded by k, f Y � yt�Pdt I Organization /�• S , y• Date ' (over) - t .,� e * � s- •va` z n 7. Original owner (if known) Original use �. t es Subsequent uses (if any) a dates Y .. ik .,... y . A' 8. Themes (check as many,as applicable) Aboriginal Conservation Recreation r Agricultural Education Religion .' Architectural Exploration/ Science/ The Arts settlement invention _ Commerce Industry Social/ , Y' military } r ': •. Communication Y humanitarian Community development ,�> Political Transportation 9. Historical sgmficanee (include explanation of themes checked above) X k Y }4 e. r a � F kTM S 3 c g€ Q e y � w 10. .Bbliography and/orireferences (such as local histories; deeds, .assessor's records, . Y q early maps, etc ) , Nuv .x y} . ,aa nark �o.: fl as•. -.' 1 x v ' e n .r m c. 0 T ^�Y,ryRdg - Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 October 22, 2015 (978)619-5685 FAX(978)740-0404 Ms. Sarah LeVaun Graulty Architectural Historian EBI Consulting 21B Street Burlington, MA 01803 RE: Invitation to Comment 27 Charter Street, Salem, Essex County, MA 01970 EBI project#6115003890 Dear Ms. Graulty: The Salem Historical Commission(Commission) appreciates the opportunity to comment on the proposed telecommunications facility installation at 27 Charter Street. The Commission has reviewed the additional renderings,photographs, and drawings dated October 6, 2015 as requested in the Commission's comment letter dated August 20, 2015. After reviewing the materials, the Commission concurs with Massachusetts Historical Commission's determination that the proposed project will have no adverse effect on significant historic or archaeological properties. We respectfully request however, that the conduits and antennae be painted to match the brick, rather than a standard crimson color, in order to ensure that they blend in with the building as much as feasible. Given the multitude of antennae on this particular building as well as throughout the downtown, we feel that a more inconspicuous color would help to diminish the surmounting effects of antennae on the visual landscape of the area. Respectfully submitted, --I�Z02P60"b SALEM HISTORICAL COMMISSION Jessica Herbert, Chair _.. ® 21 B Street EBI o n s u i t i n Burlington, 2MAO 1803 Tel: (781)273-2500 Fax: (781)272-1450 s environmental I engineering due diligence www.ebiconsuldng.com August 14,2015 RECEIVED Massachusetts Historical Commission AUG 17 2015 Massachusetts Archives Building 220 Morrissey Boulevard MASS. HIST. COMM Boston, MA 02125 y y Arm: Historic Review Subject: Submission Packet, FCC.Form 631,for proposed Collocation Project: Salem Housing Authority/4BSM002A 2i Charter Street,Salem, Essex County, MA:01970 .EBI Project#61.15003890 In accordance with the Federal Communication Commission (FCC) Nacional Environmental.Policy Act(NEPA) rules :and Section 106 of the National Historic Preservation :Act (NHPA), the above-referenced telecommunications project is being evaluated by EBI for its potential effects to districts, sites, buildings, structures; or objects significant in American history, architecture, archeology, engineering, or culture that are listed;or potentially eligible for listing in the National Register of Historic Places.(NRHP). Based on EBI's review of the characteristics and location of the proposed project,the project does not meet the exclusions stated in the"Nationwide Programmatic Agreement for Review of Effects on HistoricPropertiesfor Certain Undertakings Approved-by the Federal Communications Commission," dated September 2004 ("Nationwide Agreement'); therefore;the project is required to undergo Section 106 review with the State Historic Preservation Office._ In accordance with the Nationwide Agreemem please find the attached Submission Packet, FCC Farm 621, which presents the details of the proposed projectas well as efforts that'have been-taken to.identify,assess,and make determinations of effect on.the impacts of the proposed project on Historic Properties. Please.note that further archeological investigation is not recommended for this project. I would appreciate your review of the.data for theproposed project presented above and shown on the attached form and attachments. On behalf of T-Mobile USA, I would.appreciate your comments regarding this proposed telecommunications installation in a. letter directed to the address noted above. Please do not hesitate to contact me if you haveany questions or concerns about the proposed project or the information contained in this Submission Packet. Sincerely, After review of the MHC's files and the materials you submitted,the NMC has determined that the proposed project will Ms.Sarah LeVaun Graulry have"no adverse effect"on significant Architectural Historian gt historic or archaeolo�icql properties. Brona Simon Date Executive Director State Historic Preservation officer Massachusetts Historical Commission MHC Correspondence ENVIROBUSINESS.INC.LOCATIONS ATLANTA,GA BALTIMORE,MD BURLINGTON.MA CHICAGO,IL DALLAS,TX I DENVER,CO I HOUSTON,TX I LOS ANGELES.CA I NEW YORK,NY I PHOENIX,AZ I PORTLAND,OR SAN FRANCISCO,CA I SEATTLE,WA I YORK.PA Stree EBI Consulting 21 01801 Burlington,MA 01803 Tel: (781)273-2500 A environmental I engineering I due diligence www.ebiconsulting.com October 4015 R •1""'C E"WE D Salem Historical Commission W �� c/o Ms.Jessica Herbert,Chair OCT 13 2015 120 Washington Street DEPT OF PLANNING 8 Salem, MA 01970 COMMUNITY DEVELOPMENT Subject: Addendum to FCC Form 621,for proposed Collocation Project Salem Housing Authority/4BSM002A 27 Charter Street, Salem, Essex County,MA 01970 EBI Project#61 15003890 Dear Ms. Herbert: EBI Consulting (EBI) is preparing an environmental review on behalf of T-Mobile USA for the property noted above as part of its regulatory review by the Federal Communications Commission (FCC). The review is - focused on the National Environmental Policy Act (NEPA) compliance and includes an evaluation of whether historic properties or archaeological sites may be affected by the proposed telecommunications facility at the address noted above under Section 106 of the National Historic Preservation Act(NHPA). In a letter dated July 29, 2015, EBI inquired as to whether the Salem Historical Commission (SHC) was interested in commenting on the above-referenced project. In correspondence dated August 20, 2015, you responded with a request for the following information: • Details on the colors of the antennae and conduits; • Renderings of the visual effect of the antennas from the public ways'of Charter Street, Liberty Street, and Hawthorne Boulevard, clearly delineating the new antennae. On September 17, 2015, EBI received the attached photo simulations from T-Mobile USA showing the proposed installation from adjacent areas. As shown, the proposed antennas will be painted crimson to match the existing brick building material. Based on these simulations, EBI's determination remains "No Adverse Effect"on historic properties. Please note that on August 14, 2015, EBI submitted project documentation and a request for comments to the Massachusetts Historical Commission (MHC) regarding our "No Adverse Effect" determination for this telecommunications installation project. In correspondence dated September 11, 2015, MHC concurred with EBI's determination. On behalf of T-Mobile USA, I would appreciate your comments regarding this proposed telecommunications installation in a letter to my attention at the address noted above. Sincerely, LL:z— Architectural Historian Ph: 207-210-2535 Fax: 781-425-5178 sgrauls Oebiconsulting.com Attachments: Photo Simulations, Project Plans, MHC Correspondence � � I , • , a. jam.. _ I ,,, LI r - I i I �S7 ✓/�/tel S� -" i I" y 1 • n „• SITE NO: 4BSM002A SITE NAME: 0162A/SALEM HOUSING AU • W ADDRESS: R STREET SALEM, MA 01970 • • t Photo Simulations 1 ENVIROBUSINESS,INC.LOCATIONS ATLANTA,GA BALTIMORE,MDI BURLINGTON,MA J CHICAGO,IL DALLAS,TX I DENVER,CO I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY I PHOENIX,AZ I PORTLAND,OR SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA PROJECT INFORMATION ' ' SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS � - SITE NUMBER: 4BSM002A- SITE ADDRESS: 27 CHARTER STREET SALEM, MA 01970 SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY LATITUDE: 42.521194 - - LONGITUDE: -70.890694 JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES 27 - STREET STREET - e CURRENT USE: TELECOMMUNICATIONS FACILITY SALEM , MA 01970 - - PROPOSED USE: TELECOMMUNICATIONS FACILITY - ESSEX C 0 U N TY _ DESIGN GUIDELINE: 705A (Add Smart Bias Tee + Passive Antenna) - - DRAWING INDEX r REV LOCUS MAP Y GENERAL NOTES T-1 TITLE SHEET 1 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE NORTHEAST, LLC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN GN-1 .GENERAL NOTES 1 CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND , A-1 ROOF PLAN &EQUIPMENT PLAN 1 -. -' _. �'- ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. - A-2 ELEVATION, ANTENNA PLAN,AND DETAILS 1 + '1 �- •' .. 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY A-3 DETAILS - 1 IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. G-1 GROUNDING ONE-LINE DIAGRAM&DETAILS 1 �+$ NS AND CONDITIONS ON 3. - PLANS AND EXISTING DIMENSIONS CONTRACTOR SHALL VERIFY ALL IA THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T-MOBILE REPRESENTATIVE IN WRITING - SIGNATURES OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. I CONSTRUCTION DATE OPERATIONS DATE r RF ENGINEERING DATE LAND OWNER DATE ZONING SITE AGO. DATE I _ CALL REVIEWED New RFDS issued 6130(15 1n rr By Bill Blake at 11:37 am, Jul 09, 2015 s � BEFORE YOU DIG ADWAM 1 460mm f CALL TOLL FREE ,811 OR 888-DIG-SAFE /aNAL UNDERGROUND SERVICE ALERT SITE NUMBER: 4BSM002A T—MOBILE NORTHEAST LLC T-MOBILE N— ADVANCED SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SUITE B , OR 12,15 aua ew sH. i TrTLE SHEET ENGINEERING GROUP, P.C. 27 CHARTER STREET NORTON, MA 02766 0 �70� 1S FOR �M ew w w C.Alb mons-saeoce.eSevering-Tel eo Lnmanons SALEM, MA 01970 OFFICE: %(508) 286-2700 Ho. M3E R�sora W CHR WFq RV 30o Homes eRonenr ac(bu asp-sow ESSEX COUNTY FAX: (508) 286-2893 F/ST PROv1RalCE RI M. FA%:(bl)831-8151 SGLLE AS SHDWN UES MM W.SRS OMWN B!:Rw 4BSMaaTA T-1 1 GENERAL NOTES ELECTRICAL AND GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 15. USE 16 COPPER STRANDED WIRE WITH GREEN COLOR 1. THE CONTRACTOR SHALL CINE ALL NOTICES MID COMPLY WITH 14. THE CONTRACTOR 9AL COMPLY WITH ALL OSHA REQUIREMENTS 28. ALL (E)INJIMNE SEWER WATER CAS, ELECTRIC AND OTHER UTUTES, THE NATIONAL EIECIRICAL CODE (NEC) AS WELL AS APPLICABLE STATE INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE ALL LAWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS AS THEY APPLY TO THIS PROJECT. WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE AND LOCAL CODES. SPECIFIED) AND /2 SOLID TINNED RAM COPPER WIRE FOR BELOW OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUE)AT GRADE GROUNDING AS INDICATED ON THE DRAWING. SPECIFICATIONS,AND LOCAL AND STATE JURAroIC ZONAL CODES 15. THE CONTRACTOR SHALL NOTIFY THE LESEE/LICESEE POKM WHICH WALL NOT INTERFERE WITH THE EXECUTION OF THE WOW, 2 ALL EECIPoCAL TIERS SHALL BE ILL. APPROVED OR LISTED AND BEARING ON THE PERFORMANCE OF THE WOW THE WORK REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE SUBJECT M THE APPROVAL OF UTILITY COMPANY ENGINEERING. THE PROCURED PER SPECIFICATION REQUIREMENTS. 16.ALL GROUND CONNECTIONS TO BE SURNDY HYGROUND PERFORMED ON THE PROJECT AND THE MATERIALS INSTN10 SEAL CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT BY THE EQUIPMENT, ORNEWAY OR ' DO NOT ANON TYPE CONNECTORS OR BE IN CONTACT MIO WELD. REGULATIONS, AND ORDINANCES UNTIL CONFLICT IS RESOLVED BY THE 3. THE INCAS AND WORK CACAOS ALL LIMIT AND MATERIAL DESCRIBED GA NOT ED ST BARE COPPER WIRE TO BE IN COMA,Cf WITH OfSQ�LICESFE BY DRAWINGS AND SPECIFICATION A DXAPPROV INCIDENTAL WORK T I GALVANIZED STEEL REPRESENTATIVE 29. GRAVEL, SIAL BE GRADED C A UNIFORM SLOPE. FERTILIZED, 1PROVIDE COMPLETE OPERATING AND APPROVED EECITUCAL SYSTEM. 2 THE AIRCHRECf gNEI]R HAVE MADE EVERY EFFORT TO SET - SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. THE 17. ROUTE GROUNDING CONDUCTORS ACTING THE SHORTEST AND FORTH IN THE CO CION AND CONTRACT DOCUMENTS THE 16. THE CONTRACTOR SIAL VERIFY ALL DIMENSIONS, ELEVATIONS, CONTRACTOR SWILL ESTABLISH AND MAINTAIN SOIL EROSION AND 4. GENERAL CONTRACTOR SEAL PAY FEES FOR PERMITS. ARID IS STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS PROPERTY UNITS, ETC. ON THE JOB SEDIMENTATION CONTROLS AT ALL TIMES RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF GROUNDING LEADS SHOULD NEVER BE BEM AT RIGHT ANGLE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN INSPECTIONS ALWAYS MAKE AT LEAST 12' ROM BENDS. /6 WIRE CAN BE THE DRAWINGS AND OR SPECDIGTKNNS SWILL NOT EXCISE SAID 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINE) FROM 30. DURING CONSTRUCTION. PER FCC MANDATE, ENHANCED EMERGENCY BEM AT 6' RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS SURFACE INVESTIGATIONS AND EXISTING PIANS OF RECORD. THE (E911) SERVICE IS REQUIRED M MEET NATIONWIDE STANDARDS 5. ELECTRICAL AND TOM WIPING OUTSIDE A BUILDING AND EXPOSED TO WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. _ CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE WEATHER SCOWL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS MASTER GROUND BAR OR GROUNDING RING FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWINGFORALL 31. FOR WINLESS COMMUNKAATIONS SYSTEMS PROJECT OWNERS OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED 3. THE CONTRACTOR OR BIDDER SWILL BEAR THE RESPONSIBILITY PRE-CONSIRUCOON NOTIFICATION 72-NOURS PRIOR TO ANY IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS IN LIQUID TK,M FIDOBLE METAL OR NONMETALLIC CONDUITS. 18. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO OF NOTIFYING (IN WRITING) THE LESEE/UCENSEE REPRESENTATIVE OF EXCAVATION ACTIVITY. DIG SAFE SYSTEM (MA, ME, NH, M. VT): GENERALLY DEPCIED ON THIS PIAN,ATTACHED TO OR MOUNTED IN HOLE COMPRESSION TYPE COPPER LUGS APPLY OXIDE INHIBITING ANY CONFUCIS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION 1-888-344-7233 CAL BEFORE YOU DIG (CQ: 1-800-971-4455 CLOSE PROXIMITY TO THE 8IS RADIO CAENETS PROJECT OWNER 6. BURIED OONDUT SEAL BE SCHEDULE 40 PVC. COMPOUND TO ALL LOCATIONS. OF CONTRACTORS PROPOSAL OR PERFORMANCE OF WORK. IN THE RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE 18. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AL EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED 7. ELECTRICAL WRING SCOWL BE COPPER WITH TYPE XHHW. THAN, OR 19. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND COSTLY OR EXTENSIVE WORK, UNLESS DIRECIED IN WRITING NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL SPECIFICATIONS THNN INSULATION KITS, AND A1NA TO EGF PLACED NEAR THE ANTENNA LOCATION OTHERWISE LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. SU APPLICABLE BUILDING CODES: D RUN ELECTRICAL CONDOR JE CABLE BETWEEN SITE UTILITY 20. APPLY OXIDE INHIBWNG COMPOUND N ALL COMPRESSION 4. THE SCOPE OF WORN SIAL INCLUDE FURNISHING ALL - SUBCONTRACTORS WORK SEAL COMPLY WITH 411 APPLICABLE DEMARCATION POINT AND PROJECT OWNER CEL SIZE PPC AS INDICTED TYPE GROUND CONNECTIONS MATE IAS, EQUIPMENT. LABOR AND ALL OTHER MATERIALS AND 19. ALL DIMENSIONS SHOWN THUS 3 ARE APPROXIMATE THE NATIONAL. STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE RDI COONATE LABOR DEEMED NECESSARY TO COMPLETE THE WOR(/PROJECT AS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH AUrHOWIY HAVING JURISDICTION (AIM) FOR THE LOCATION. THE INSTALLATION WITH UTILITY COMPANY. 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL DESCRIBED HEREIN. EFFECT THE CONTRACTORS WORK CONTRACTOR TO VERIFY ALL E ITION OF THE AU ADOPTED CODES AND STANDARDS IN EFFECT ON EECTiONC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND DIMENSIONS WITH PROJECT OWNER PRIOR TO COSfRUCTCT ON. THE DATE,OF CONTRAAWARD SHALL GOVERN THE DESIGN. 9. RUN TECO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY ROD AND BONDING POINT BETWEEN EXISTING TOWER/ (E) 5. THE CONTRACTOR SHALL VISIT THE JOB SIZE PRIOR TO THE DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. SUBMISSION OF EDS OR PERFORMING WORK TO FAM UARZE HIMSELF 20. NORTH ARROW SHOWN ON PIANS REFERS TO APPROXIMATE TRITE BUBDING CODE BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN NORTH. PRIOR TO THE START OF CONSTRUCTION, ORDERING OR PULL ROPE AND GREENLEE CONCUR MEASURING TAPE IN EACH DLSPLIID 22. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUIWMS. FABRICATING OF ANTENNA MOUNTS, CONTRACTOR SHALL CONSULT - MASSACHUSETTS STATE BUILDING OWE 8TH EDITION TECO CONDUIT. RECORD RESULTS FOR PROJECT CLOSE-M DOCUMENTATION. 5 MATH PROJECT OWNERS RF ENGINEER AND FIELD VERIFY ALL•. ELECTRICAL CODE MASSA HUSEE5 527 CMR 12:00 (REC 2014) OHMS MAXIMUM RESISTANCE REQUIRED. 8. INET CONTRACTOR SHALL INTAIN AUIIHOPoZATION TO PRICED 10. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC WITH CONSTRUCTION PRIOR TO STARTING WOW ON ANY REM NOT ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. MINTING CODE: MASSACHUSETTS 527 CMR 12•CO (NEC 2014) AND BETWEEN BIS AND PROJECT OWNER CEL SITE TECO SERVICE CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS CONTRACT CABINET ARE UNDERGROUND 115E PVC, SCHEDULE 40 CONDUIT. ABOVE REIURN UOSS AND CONDUCT -FAULT COAX, AND TNA DOCUMENTS / 21. THE CONTRACTOR AND OR HIS SUBS AND INSPECTIONS SHALL BE THE OT OWINGS WORK 941 COMPLY WITH THE LATEST EDITION OF THE GROUND PORTION OF THESE CONDUITS SIAL BE PVC CDNDUR. RETURN-�PND 06TAULTS FOR PROD MEASUREMENTS (SWEEP RESPoN9BLE FOR OBTAINING ALL PERMITS AND IRSPECIIONS WHIOH 7FiE FOLLOWING STANDARDS: TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. MAY BE REQUIRED FOR THE WORK BY THE ARCHIIECT/ENGINEER, THE 7. THE CONTRACTOR TH OR SHALL INSTAL.AL VENDOR'S S AND AMORE STALE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUBDING CODE 11. ALL EQUIPMENT LOCATE) OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE ACCORDING TO THE RAISE O WHET /VENDORS SPECIFICATIONS - REQUIREMENTS FOR STRUCTURAL CONCRETE; UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES 22 ANTENNA INSTALLATION SIAL BE CONDUCTED BY FIELD CREWS 12. PPC SUPPLIED BY PROJECT OWNER TAKE PRECEDENCE DMENCED IN THE ASSEMBLY AND ERECTOR OF RADIO ANTENNAS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) ' 7RASIA590N LINES AND SUPPORT STRUCTURES 13. MOUNDING G SIAL COMPLY WITH NEC AM. ION HALLADDIBEADO B. THE CONTRACTOR SHALL PROVIDE A FULL ASETTE OF CONSTRUCTION AND MANUAL OF SIEFL CONSIRUCIMN.ASD, NNW EDITION; ACCORDANCE BONDING AND LIGHTNING:SITE PROTECTION SESTA A DONE IN ADDENDUM O THE SITE UPDATED WITH THE LATEST TENSIONS AID 23. COAXIAL CABLE CONNECTORS AND 71RANSAIRIER WIAPMEM ACCORDANCE WITH 'r-MOBILE BIS SIZE GROUNDING STANDARDS'. TMs. ACOSONNEL OR CLARIFICATIONS WITH AVAILABLE FOR THE USE BY ALL 9W1 BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDE) TELECOMMUNICATIONS INDUSTRY ASSOCIATION CTIA) 222-6. PERSONNEL INVOLVED WII71 THE PROJECT. IN THESE COSTIMMON DOCUMENTS. A SCHEDULE OF PROJECT STRUCNRAL STANDARDS FOR MR 14. GROUND RS COAL CABLE SHIELDS GROUNDING AIG KITS AT BOTH ENDS USING C � OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS O MANUFACTURERS COAX CABLE GRQUNDING 10IS SUPPLIED BY PROJECT PE. 9. THE CONTRACTOR SEAL SUPERVSE AND DIRECT THE PROJECT OWNER. . DESCRIBED HEREIN. THE CONTRACTOR SWILL BE SOLELY (SEE EXHIBIT 3). ALL OTHER FMRDWAIS m BE PROVIDED BY THE ANTENNA LONER AND ANTENNA SUPPORTING STRUCRIRES; REFER LIWM. CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL TO ELECTRICAL DRAWINGS FOR SPECIFIC EIECIRICAL STANDARDS. RESPONSIBLE FOR ALL CONSTRUCTION MEAS, METHODS.ALL PORTIOTECHNIQUES, NCI fBpOB SEQUENCES AND PRODER THE O RNID T. CODRDIRATNG ALL PORTKNS 24. WHEN 'PAINT TO MATCH' IS SPECIFIED FOR ANTENNA FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND A LAI' OF THE WORK UNDER THE CONTRACT. CONCEALMENT. PAINT PRODUCT FOR ANTENNA RACOME SIAL BE STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR 10. THE CONTRACTOR SIAL BE RE900BLE FOR PROVIDING ALL SHERWIN WILIIAMS COROIIIWE IL SURFACE PREPARATION MID OITIRRR REQUIREMENTS. THE MOST RESTRICTIVE REQUIREMENT SIAL AONAL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND APPLICATION SWILL BE IN ACCORDANCE WITH THE MWUFACruwarS GCVER 1, WHERE THERE IS CONFLICT BETWEEN A GENERA_ - MANTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL SPECIFICATIONS AND PROJECT OWNERS GUIDELINES. REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC IMPROVEMENTS AS SHOWN HEREIN. REQUIREMENT SEAL GOVERN. .._. . _ 25. COORDINATION, LAYOUT.AND FURNISHING OF CONCUR. CABLE 11. THE CONTRACTOR 91ALL BE RESPONSIBLE FOR WINNING ALL AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF PERMITS AND INSPECTIONS WHICH MAY BE REQUIRE) FOR THE WORK ELECTRICAL AND TELECOMMUNICATION SERVICE SIWl BE THE SOLE BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL RESPONSIBILITY OF THE COKIRACIOR GOVERNMENT AUTHORITY. 2S ALL UTILITY WORK SEAL BE IN ACCORDANCE WITH LOCAL UTILITY ABBREVIATIONS 12 THE CONTRACTOR SWILL MAINE NECESSARY PROVISIONS TO COMPANY REQUIREMENTS AND SPECIFICATIONS PROTECT EXISTNG IMPROVEMENITS, EASIME)n PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK THE 27. ALL (E)ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY CONTRACTOR SEAL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED UNITIES WHERE MMNIERED IN THE WORK SCOWL BE PROTECTED __ . -----. -DUE-TO CONSTRUCTION ON OR ABOUT-THE PROPERTY. - ATALLTIMES, AND WHERE REQUIRED FOR-THE PROPER EXECUTION _ __ _ _ _ _ AWG- AMERICAN WIRE GAUGE._ .. _._ MGB MASTER GROUND BUS OF THE WORK SHALL BE RELOCATED AS DIRECTED BY ENGINEERS 13. THE CONTRACTOR WALL KEEP ETHE GENERAL WORK AREA CLEAN EXTREME CA TION SHOULD BE USED BY THE CONTRACTOR WHEN BCW BARE COPPER WIRE MIN MINIMUM RBD TO BE DETERMINED AND HAZARD FREE DURING CONSIRUCIION AND DISPOSE OF ALL EXCAVATING OR FOR DRILLING AROUND OR NEAR UTILITIES. - BTS BASE 11RANSCEJVER STATION (P) PROPOSED/NEW EBR TO BE REMOVED DIRT. DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING REMAINING ON THE PROPERTY. PREMISES SMALL BE LEFT IN CLEAN CREW. CONDITION MID FREE FROM PAINT SPOTS, OST, OR SMUDGES OF _ (E) EXISTING _.. N.T.S. NOT TO SCALE �_ 7BRR TO BE REMOVED ANY NATURE EG EQUIPMENT GROUND REF - REFERENCE AND REPLACED - EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL (F) FUTURE SITE NUMBER: 4BSM002A T-MOBILE NORTHEAST LLC I I I T-MOBILE N- ADVANCED SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SURE B 1 w , 15 F,NL 1DJ sw, aNA GENERAL NOTES ENGINEERING GROUP, P.C. 27 CHARTER STREET NORTON, MA 02766 oro /a TOR REv�1Y BDJ SNA sNA CEDE Eigmeeting-sae oe.elovmem sw,ryma-Televcmiiiiimean, SALEM. MA 01970 OFFICE: (508) 286-2700 NO, nOe REMSIM w MIX aae xAan mAeRO luax Txv Poo INNITH Ill Pw('O1)No 2WI ESSEX COUNTY FAX: (508) 286-2893 PVer PRO,MnM R=14 - nue Not)en-a>aA -- _ _ scvc As sOroRN MIAMI Mw owv�N mew 4891W2A GN-1 1 (E) (12) 7/8"0 COAX CABLES & ' (3) HYBRID FIBER CABLES TO REMAIN E) CABLE BRIDGE (E) ROOF — — — — — — — — — (E) PPC (E) VENT, TYP O SECTOR C O O RBS (E) RBS (E) BBU 6102 TO MOD 4.0 TO REMAIN REMADL TO REMAIN �(E) EQUIPMENT R PLATFORM E) CABLE TRAY ON (E) PENTHOUSE ROOF TYP. (E) ROOF (E) SKYLIGHT (E) SKYLIGHT O ED (E) PENTHOUSE O O S Remove existing 3 (E) ROOF ALU 4.0 Cabinet S and replace with 10 2nd ODE 6102 SECTOR,A cabinet for _ 70OMHz . See new — — — - — (E) (12) 7/8s coax GABLES &tV RFDS dated (3) HYBRID FIBER CABLES TO ® ® 0 6/30/15. bb sEcroR e O O TRUE NWIR (E) GPs ANTENNA (TYP.)� 2 EQUIPMENT PLAN 6 G A-1 SCALEo1-5• O` —V E) PARAPET OYP.) - (E)T-MOBILE EQUIPMENT - ` ON ELEVATED PLATFORM, - SEE DETAIL 2/A-1 - "OF SCOTTI TINE NORTH - - _.-\E) _ - .. - ADAMS ROOF PLANOft Y Looe 0 10• 20 BUILDING �OST L A I SITE NUMBER: 4BSM002A T-MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SUITE B , a Fraw aw SNA sN� ROOF PLAN k EQUIPMENT PLAN ENGINEERING GROUP, P.C. 27 CHARTER STREET NORTON, MA 02766 o m m 1a FOA NE,nr eo+ SNA Cn0E,i.ee,ms-saes.cmvm=mS,,,,--Tdmm,.d..Ii., SALEM, MA 01970 OFFICE: .(508) 286-2700 Na w,t: AEN9aN9 m CHK "NAA1EaI NAM NY =N H1 alomRa PN%1)s 2w0 ESSIX COUNTY FAX: (508) 286-2893 FAST PFOA DENCc N=I. FAY(W Asa-A�A4 aG1lE As SHONN omaxm Ar.SNS APAwN 61:eo.1 IB51RIO7A A-1 1 P) PANEL ANTENNA (1) PER SECTOR C SECTOR C SECTOR TOTAL OF 3 (SEE E) PANEL ANTENNA (2) RFDS FOR FINAL EQUIPMENT CONFIGURATION) PER SECTOR, TOTAL OF (6) (TO REMAIN) E) PANEL ANTENNAS (2) PER SECTOR, TOTAL OF (6) TO REMAIN . TOP OF E PENTHOUSE = 136't A.G.L (E) (12) 7/8'6 COAX CABLES & (3) HYBRID FIBER CABLES TO ROAN OF (E)& P ANTENNAS = 128't E) T—MILE EQUIPMENT ON c 3 - , ELEVATED PLATFORM .. TOT& OF(1) ECTOR TMA PER PITO ER SREMAIN) mu - i SECTOR A r �yTOP OF (E) ROOF = 17254 A.G.L. ry �` � < _ '�--� ` ASSOCIATED ANTENNAS AND - s SECTOR B "' SECTOR A ASSOCIATED MOUNTS SHALL BE .. .. 1 . ' PAINTED TO MATCH DOOM r - SECTOR B ' NOTES: - TRUE NORTH 1. AN ANALYSIS FOR THE CAPACITY of ��1 EXISTING ANTENNA PLAN THE DDSTING STRUCTURE TO SUPPORT - - ' , THE PROPOSED EQUIPMENT SIAL BE - -° A-2 SCALE:NTS F s CONDUCTED OR AEG HAS NOT CONDUCTED A STRUCTURAL '$ SECTOR C SECTOR C SECTOR C - - - ANALYSIS. _ E) PANEL ANTITNA-(2) PER SECTOR, TOTAL OF (6) (TO REMAIN) - .- . •4St PANEL ATNENNk I PER # *NOTE: BOTH THE (E) CONDUTT/MICROWAVE SECTOR, TOTAL OF 3 TO BE - - • AND (E) PIPE/N'HIP ANTENNA NEED TO BE - MOUNTED TO (P) MOUNTING REMOVED AND/OR RELOCATED TO ALLOW PIPES (SEE RFDS FOR FINAL . ° THE INSTALLATION OF(P) CORNER MOUNTS _ EQUIPMENT CONFIGURATION) FOR SECTOR B ANTEIMA. COORDINATION WIN LANDLORD IS REWIRED PPoOR'TO ANY (E) WHIP AND MICROWAVE . - REMOVAL OR RELOCATION. ANTENNAS (70 BE REMOVED OR RELOCATED) SECTOR A i - _ * SECTOR A BE; 'TW OF SECTOR B I SECTOR A OE) GROUND = 0't A.G.L. �PDAM& - �' k - E) TMA (1) PER SECTOR, W 46006 1 ELEVATION SECTOR B4 SECTOR B TOTAL OF (3) (TO RFLIAM) NEWANTENNAS. +� CABLES FOR A-2 SCALE1=20'-0' `� TE �4. 0 20' 40 `��oroAl ` TRUE xaTIx (2) PROPOSED ANTENNA PLAN A-2 SCALENTS SITE NUMBER: 4BSM002A T—MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SUITE B , 15 FNAL ®6 6N, 6M ELEVATION & ANTENNA PLAN ENGINEERING GROUP, P.C. 27 CHARTER STREET NORTON, MA 02766 o 0/07/15 FM REMEDY m sH 6NA e<�lev�m,<ass-sn<u<.<rovmm�s<n<r�<s-T<i«o��<N<:ao« SALEM, MA 01970 OFFICE: (508) 286-2700 m DAM �m ar I CNNItpm om11111t eER Rn °00 N0F01 B^A'n"• P1°(01)664-s466 ESSEX COUNTY FAX: (508) 286-2893 _ I=PPOWEXI�N MY14 FAC(Ql)6U-0.164 9f/iC AS 910NN 06MNm B/:9YA qWR! mm 4BSlI= A-2 1 r • ¢ e , — p t - f . (P) 20 SCH. (P) 2'0 SCH. _ MOUNTING PIPE - MOUNTING PIPE P) ANTENNA TO PIPE MOUNT P) ALIENN4 TO PIPE MOUNT (PER MANUFACTURER'S i - (PER NWUFACNRER`S . REQUIREMENTS) I REQUIREMENTS) (P) HEAVY DUTY WALL MOUNT (P) CORNER MOUNT BRACKETS VALMONT P/N SP221 SLIDER BRACKET VALMONT (HOLLOW WAW TYP. - P/N CWMM, TYP. _ LNX-6514DS-A1M - MANUFACTURER: ANDREW—COMMSCOPE O • e - DIMENSONS: (HxWxD) 72.Tx11.9k7.1' WE)GHT: 38.8 LOS. (E) PENTHOUSE WALL (E) PENTHOUSE WALL— ;H ALL4 q P) ANTENNA q ANTENNA , 3 ANTENNA DETAIL • • A-3 SCALE:NIS (P) 1/2'0 z 4' AIN. EMB. ) 1/2.0 U-BOLT (1) PER (P) 1/2'b x 4' MIN. FMB. P) 1/2'0 U-BOLT (1) PER - INJECTABLE ADHESIVE CONNECTION, TOTAL OF (2) - - INJECTABLE ADHESIVE CONNECTION,TOTAL OF (2) ANCHORS, HILT HIT-HY 70 ANCHORS, HILTI HR-HY 70 (4) PER CONNECTION, - - (4) PER CONNECTION, TOTAL OF (8) TOTAL OF (8) - SECTORS A&C SECTOR B ANTENNA MOUNT DETAIL z ANTENNA MOUNT DETAIL A-3 SCALE:-NTS A-3 SCALE NTS Amt t � w . STE MOAMAL SITE NUMBER: 4BSM002A T-MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: BOS0127 CHARTER STREET 62A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, SURE B 1 by/12/1 8 E.ML sx. sx. DETAILS ENGINEERING GR UP, P.C. NORTON, MA 02766 0 w107Lm REvmr 9a SHA SeM CIE.,,,' y-Seerx.d�mme��S�,,ie-T=i«o�,.l,,olm.„ SALEM, MA 01970 OFFICE: (508) 286-2700 Na wTc Rias at ax mlu Nur,�w rAbent Ibv W Norm epwoiur A-3 1 489 (b1)Pro � 20 ESSEX COUNTY FAX: (508) 286-2893 Fisc PROmE CG N M. F='(a0 Fu-41a� scut:Ag sxabN o6roxm en sNA Izurm er.Fne O02A B ANTENNA SUPPORT GROUND TO ANTENNA PIPE (TYP.) STAINLESS 1 LUG STEEL HARDWARE TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR(C(7IGBE GROUND (mo•) ANTENNA GROUNDING CAB SEE NOTEO2 (TYP.) GROUND BAR 16 AWG (PROVIDED WITH #2 AWG 8CW GROUNDING KR TYP) _ LUG (TYP) LOCK WASE, T WASHER, TYP. COAX CABLE TMA MARE BIAS TEE 3/8'x1-1/4' HEXOR RRU (TYP.) BOLT (TYPICAL FOR ALL) ANTENNA B NUE. TYP. - GROUND BAR (ClIGBE GROUND KR (TYP.) G ) _ • GROUND BAN SEE NOTE 1. EGB POWER PAN0. EXIPOSEDBARE COPPTO BE #6 AWG LUG GPS CABLE TELCO CABINET GROUNDING KEPT TO ABSOLUTE MINIMUM, NO (2) l2 AWG BCW GROUNDING KR #2G _ INSULATION ALLOWED THE COMPRESSION TERMINAL AL (T(r YPICrLL) TO BTS VIA TRAY OR ICEBRIDGE G UTILITY CONDUITS NOTES: GRADE 1. 'DOUBLING UP'OR 'STACKING ' OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBMNG COMPOUND TO BE USED AT ALL LOCATIONS 2 AWG BOW ;F G CABLE T�`�' 3. CA)WELD DGWNLTADS FROM UPPER EGB, LOWER EGB, AND MGB. ANG GROUND 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION - G G G G - G / ` 1 TYP. GROUND BAR CONNECTION DETAIL NOTE-' O UMBER of GROUND BARS MAY VARY DEPENDING ON THE TYPE OF TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION EXISTING EXISTINGEXISTING • G-1 SCALE:N7S . AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. BBU MOD 40 RBS 6102 a . . . 2. A SEPARATE GROUND BAR 70 BE USED FOR CPS ANTENNA IF REQUIRED. G ROOF G • • • EGB FROM-7 �1 ANTENNA CABLE GROUNDING — — ANTENNA — G-1 SCALE:N.T.S. TO EXIST. ND MOB ' GROU ' CONNECTION WEATHERPROOFING TO ELECTRIC DEMARC �1 TYP. GROUNDING RISER DIAGRAM KR (TYP.) CIRIO METER MANUAL TRANSFER SWITCH G-1 SCALE:N.T.S. GROUND RD 6RING PPC ' GROUND KR (TYP) _ CONNECTOR ANTENNA CABLE TO • F 20OA-2P WEATHERPROOFING KR CABLE TRAY OM ') LACE BOA BREAKER W (� / FROM ANTENNA EXIST. GENERATOR RECEPTACLE (P) 80A-2P BREAKER, G.C. TO FRAME COAX GROUND VERIFY PROPER CONDUCTORS 6 SUPPORT KR CONOUR OOMMSOOPE KR NO. GB-0414-R OR EQUAL. EXISTING 6OA-1 +y MOD 4.0 �2 AWG BCW I2 AWG BCW, BONDED TO GROUND WIRE ALONG "OF -mm CABLE TRAY TO CIGBE/MIGB 15A-1P 20A-1P I LIGHT 1. DO NOT INSTAL.CABLE GROUND KR AT A BEND AND ALWAYS GFI t00A-iP ]R02 �tt DIRECT GROUND WIRE DOWN TO CIGBE 20A-1P AOApWg 2. ALL PROPOSED COAXIAL CABLING TO BE GROUNDED IN 3 LOCATIONS; SURGE CENM. BELOW JUMPER/W�X1NE CONNECTION, AT BASE OF 7 B _ PRIOR TO BUILDING/CABINET ENTRY. V SERVICE GROUN A TE � PER NEC �<1 GROUND WIRE TO GROUND BAR CONNECTION DETAIL ONE LINE POWER DIAGRAM G-1 SCALE:N.T.S G-1 SCALE;N.T.S. MADVANCED SITE NUMBER: 4BSM002A T—MOBILE NORTHEAST LLC T-MOBILE SITE NAME: BOS0162A/SALEM HOUSING AUTHORITY 15 COMMERCE WAY, sulrE e O,V 15 FlM1 � w caouNDlNc, ONE-UNE DIAGRAM & NOTES ENGINEERING GROUP, P.C. 27 CHARTER STREET NORTON, MA 02766 0 5lo is MR RWM,,, mIsRAIw Cimia,im,fie-SoD..cT,I,o.m., .. SALEM, MA 01970 OFFICE: (508) 286-2700 No. DATE PaY m er eHX Noe11YMaR OFAxv10a1mx acv sin Nax1N e0aewa roc(400 s0 2- ESSEX COUNTY FAX: (508) 286-2893 M mO. M M OM14 FM(N017 esl-bua srAe A5 SxoxN ascan er:su aurin et:BOJ 4MO02A G-1 1 Project Plans ENVIROBUSINESS,INC.LOCATIONS ATLANTA,GA BALTIMORE,MD BURLINGTON,MA CHICAGO.IL DALLAS,TX DENVER,CO I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY I PHOENIX,AZ I PORTLAND,OR SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA _ 1 � � s V•f„ht 1 �� Y _ a:"''� R d. • n ]n -„^ _�'T'�� s— • � I ti,�� n t�°�, �h I. ��;;yy'�` xc�hhi.^moi.v–<I �— c��y i•..,mp �"'� .m._ 4IBM!tII p % mus t r•�' ..'2a". N4� " ,. rl R` � yl� IN; M4, L g 1 yy y[4P S�`+1�ry µ mwa I llaosiI 1 PREPARED T-MO _NORTHEAST, LLC VIEW#6 EXISTING/PROPOSED VIEW FROM THE 15 COMMERCE WAY 11 ' WEST ON WALKING PATH �•. M• WA 197eS1 � 1 l i Not e -� •. _ r-.e � F t '.-_= f � ��.,�. III o 7 A PROPOSED ANTENNAS WILL NOT BE VISIBLE FROM THIS LOCATION PREPMED FIA FIRMNO BY: T—MOBILE SITE NO: 4BSM002A NORTHEAST. ENGINEERING GROUP,P.C. SITE NAME: BO ,. 15 COMMERCE WAY c"- I EXISTFNG/PROPOSED VIEW FROM' NORTON,SUITE B =11=1 ADDRESS: 27 CHARTER STREET NORTHEAST ON HAWTHORNE BL�� rr u • •� 7 _ r. i\ �*4A� �Tt/ate -_ {• 4 -. ^ �. � ' -- 5q ,'4 - a PRERARED FOR: 15 COMMERCE WAY ADDRESS: 27 CHARTER STREET SUITE i • NORTON, MA 02766 SALEM, MA 01970 ' • a t rz „ �} ✓ 'Aff s x _ A� jt Y R .�Ltu 1L12 lil�•IiL=ISlul SiBANOS[E5I� zt for e _ — C PREPAREDFOR .. T—h •• IE SITE NO: r0 LL.C SITE NAME: BOSO162A/SALEM HOUSING AUT DATE:9/17/2oi5 . ADDRESS: • SUITE B NORTON, � F :`two •'• • t ANTENNA ON EXISTING PENTHOUSE WALLS & �ii.c 1\ HAAav y �`� aa,, ,,,�: Yf.. . ` £�5 t is q' •11Bt la4ty�['�a u "gyp ' �S eqx �'' .Y,:.� 4 Rpt'`!', a rI�i •� < ik�,qa ^'i V, '4'{ c� a - ' d � '^i,,r` � I �t I1,71a 'F .� --; i �t n �'7.� •` �I. {:-�.-:.eJ z• +�'a *-..T;. t..�� " K a[ 'T-.e„`-i j•z^F�� < f`"� 9yr< i- �11[\. '4"t� '!2 j' • . . ' 4 M1r S a `Z" Frs z+ _S, X. T �,:+�a"r p•.q 'N c 1w - �"~ -` '_ c-/ r-.`�v tr r i [ r .'i• .Y ` ' r�£v.��'. [,' � f A ` , rJ3 : � .m w •+� t$ <e v 'L A5� , . •N. °u '.{ a �'+ay-: 77yr `p,,,, . } � a ,ta..eay l�'.X.t�t-�nl .r r�k:.''NT,Ee ;`•s'lr 1�. .ri •'�'g`,,,4}';�R, d� 3 �.-'a' "'GI"�'t" sai '�` •qi �A a 'X�� ` .. �= X ��- 'A ��t�`Y k �d4�aL. i c��.. �?_;�F:'ef4p �- t.��` S f xE <i [ Zx :�5' iT� '1' { ,S, �� •�\ ti.� ��-.: '7 •+ .�:,�Q®�h'TT.�i�t�' y." _T,. t !'^I. �'iy[ ',l t� �� +�{"r1( �,t� 1'^ti kl.. `...Y%', zr♦ Rini i' �•'� tv'" - .� k'�. at .r. n S/Y�l -,2yfii 'F R + �`4nAtt�•`•'4 I.. ... �� 1 ..;r '.m SITE NO002A • :/ 1 • ADDRESS: • 7 7 7' 7• • • SALEM, MA 01970 • • / 1 EXISTING T-MOBILE PANEL 3ANTENNAS ry'Za_e��F".''y'l'+iT{x`l,_..._::r1w`l�y.zr�1r•�n'�.R'�TS'�'z-✓..."Ak`r til"i�h�1�a 2.`.fT5 t'�fz'41`u.�a6..�,k 14 2�C•,Tl> � PENTHOUSE 1•ta�,,.�eY:�.f.4...i,f.Aa*`t��dn�a�.5'V,.ti `�3r�-�t ta�t-ft..�y.".`'1.i7{.*IT..�lC,h".y4Iy(R:fteT,l�f*♦�"''�t`'-3cy.;1`tn:1..1-an/}Za'tTfCYt,t��y`i Y�y et�1t-��..i` b�'vgSW ; sac �.1t'i{J e�A.i�S.L��'�+�'+b`a.o!♦A�tW�i,��+s'',��,�k�h�♦-i»'ti�'�`+4f3-YE•n�qr'4"v�.r.�S�a'rpn+S``S�� rc 0-1 f1�'' LS A� 'Y:ex. af•F%� F®�•'3- l�'�y.a {Y i .,-r rc p .},( '_y` L ��` ( ae -�.1 ^.Ft M1 q`itY'S•i ice+ 51`. f: �'- �I'I. i ; �@'•ill.�� _� ii i — ''JLvF ♦ � r�'��'1. 1��'`C�� +.��ii`'�r ♦'� s'li��"1�.: PREPARED FM T-MOBILE SITE NO: 4BSM002A NORTHEAST, LLC P. SITE NAME: BOSO162A/SALEM HOUSING AU 15 COMMERCE WAY ADDRESS: 27 CHARTER STREET SUITE B �♦:� I i�icc� A'r't1t r;J'��\ y. S \ n •'.. Y+IY r} }�j F n .iY'..R..:'Vi �I t 'i R"/' '(7{.f*u♦��.-,°��y} a�y�4� ,.'c'�'�' �r.�a�'pr^�� 1 NORTON, • 1 / • / t y y Ir f W 3y elh 2 __ h �' _.fir, r ,st''4�T,�vs 1' ,,•- • .._ -�- };.. - -�'�'�r e�•�v ia. rr '""1 �r .:� 1'r � e' _ °' or, _-r-si- •::mow. H -�+'k s �a. ` (`'9 .: ! .- {ca�� _�- ��- 4�'t[ L21``S�Y=�=� '•�'�� Y"VF l �.�� .'�/3 �E -°� -�-^'Y'3.� f' of _ _ PZ .i r -4� ►71a',�,. fug i®I� ":' 37 X99 >,1_ � � �� a �1�'� 1� '• "k'� � '� � � rte::. � i ,•�'ICi""^":'..' • . 0- COMMERCELl-C SITE NAME: BOS0162A/SALEM HOUSING AU DATE:9/17/2015 15 ADDRESS:"SUITE • • • NORTON, 02766 SALEM, MA 01970 • • 1 �u H { s cu ypbl�'P`, POFU EPIHCM CNF��, '. h I — 1 I PROPOSED ANTENNAS WILL NOT BE VISIBLE FROM THIS LOCATION PREPARED FOx PRUAM BY. PAGE: VA-6 T—MOBILE SITE NO: 4BSM002A VIEW#4 NORTHEAST, LLC — ADVANCED SITE NAME: BOS0162A/SALEM HOUSING AUTH. EXISTING/PROPOSED VIEW FROM THE DATE:9/17/2015 ENGINEERING GROUP,P.C. 15 COMMERCE WAY `Nol"�."`„°",.=®sm;,� ADDRESS: 27 CHARTER STREET SOUTH AT THE INTERSECTION OF DRAWN BY: MR SUITE 8 nM DERBY STREET AND LIBERTY STREET NORTON, MA 02756 ne FCIom�� SALEM, MA 01970 nae �a;eo-o. REVISION: 0 PROPOSED T-MOBILE PANEL ANTENNA ' • ' '• I. • ON USEWALLS IZ 1-7 o man mmmw L`+`. _ 4];a ''. 1. r lis �14J uCl- 3L+p' �gmm"ll q..,�loml�yNmlmomxl 'a ` 1. I i Its am 1 ----------- PREPARED FOR ...a. a. NORTHEAST,T—MOBILE SITE NO: 49SM002A LLC :1 1HOUSING NORTON.15 COMMERCE WAY I o NRESS: 27 CHARTER STREET SUITE B SALEM, MA 01970 1 1 • : • ' 1- �,� EXISTING T-MOBILE PANEL ANTENNAS ON EXISTING PENTHOUSE WALLS E?5k �I ■r 1 _ yt <� h�7 i;d�.r•� . A nR- J 1 "li' R]I FOk T-MOBILE NORTHEAST, _ :/ 1162A/SALEM HOUSING AUTH. • • 9• 1 1 COMMERCE15 ADDRESS: '• • • • • ' SUITE B NORTON, 02766 SALEM, MA 01970 / 1 The Commonwealth of Massachusetts William Francis Galvin, Secretary of the Commonwealth September 22,2015 Massachusetts Historical Commission Roes White Women's Institute 15 Court Square Suite 210 Boston,MA 02108 RE: Hope Harbor Site A and Site B Rehab,43 and 179 Boston Street, Salem,MA; MHC#RC.58708, 58709 Dear Ms. White: Thank you for submitting Project Notification Forms (PNF) for the projects referenced above,which were received at this office on September 3, 2015. The staff of the Massachusetts Historical Commission (MHC)have reviewed the information submitted and have the following comments The proposed project consists of the rehabilitation of two properties at 43 and 179 Boston Street in Salem. The project includes window replacement, siding replacement, and interior work. The information provided indicates that the project will use funding from the Department of Housing and Community Development(DHCD). Review of the Inventory of Historic and Archaeological Assets of the Commonwealth indicates that the properties at 43 Boston Street(SAL.141)and 179 Boston Street(SAL.218) are included in the Inventory. The MHC requests that additional information be submitted in order to evaluate the potential effects of the work proposed on these properties. The following items are needed: • Please submit current color photographs of each property • Please submit existing and proposed window specifications • Please submit information regarding the existing siding and the proposed siding These comments are offered to assist in compliance with M.G.L. Chapter 9, sections 26-27C, (950 CMR 71.00). Please do not hesitate to contact Linda Santoro of my staff if you have any questions. Sincerely, c Brona Simon State Historic Preservation Officer Executive Director Massachusetts Historical Commission xc: Salem Historical Commission Historic Salem, Inc. 220 Morrissey Boulevard, Boston, Massachusetts 02125 (617) 727-8470 • Fax: (617) 727-5 128 www.sec.state.ma.us/mhc e� t � Salem Historical Commission 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 December 2, 2015 Ms. Susan Arena g Architectural Historian EBI Consulting 21B Street Burlington, MA 01803 RE: Addendum to FCC Form 621 19021/ SALEM_5_MA-New Build 217 Essex Street, Salem, MA 01960 EBI Project#61144726 Dear Ms. Arena: The Salem Historical Commission(SHC) appreciates the opportunity to comment on the proposed telecommunications facility installation at 217 Essex Street for Verizon Wireless. The property at 217 Essex Street is historically known as the Hoyt Block and is located within the Downtown Salem National Historic District. It is a Classical Revival, commercial building with many ornamental details including the roof balustrade, wooden cornice with modillions and dentils, and the stone-accented, round-arched window openings. In accordance with the Section 106 permitting process,the Commission has reviewed the submitted drawings and project information to determine whether the proposed telecommunications installation project will have an adverse effect on the structure and/or its surrounding historic properties. The Commission received and has reviewed revised drawings dated November 11, 2015. The Salem Redevelopment Authority and the SHC both previously commented on the project and proposed different opinions on how the antennae should be concealed. The revised design proposes two antennae to be installed within a single 6'-6"x 6'-6" x 12' fiberglass chimney that will sit flush with the southwest corner of the roof. The third antennae will remain flush mounted and painted to match the penthouse. The fiberglass chimney shall be painted the color of natural red brick. It was further recommended by the SHC that the revised chimney have a setback of 6". It is our understanding that the Design Review Board, at its meeting of November 17, 2015, recommended a setback between 4"-6" and that this is slated for final review and approval by the Salem Redevelopment Authority on December 9, 2015. Ck Page 2 EBI Consulting We accept this revision and find that this compromise design will help mitigate any adverse effects on the structure and/or its surrounding historic properties. We require no further review, but respectfully request that a corrected drawing reflecting the 4"-6" setback be provided for the Commission's files. Thank you for your cooperation in this matter. Respe ly submitted, SALEM HISTORI CO ISSIi Jessica Herbert Chair cc: Ryan Maciej, Massachusetts Historical Commission Andrew Shapiro, Salem Redevelopment Authority y Hudson Design GroupuC I Andrey Tsikanovsky sr.Project Manager Consulting Engineers r and Planners . r r %Systems w .csquaredsystems.com 65 Dartmouth Drive,Unit A3 Auburn,NH 03032 603-644-2801 (fax) Martin J. Lavin Senior RF Engineer 603-644-2800(office) 603-345-0430(mobile) martin.lavin@csquaredsystems.com CLANS _ MIDDLETON i Thomas W.Hildreth � Attorney at Law i 900 Elm Street,Manchester,NH 03101 D 603.628.1177 F 603.625.5650 C 603.566.4154 tom.hildreth@mclane.com Admitted in NH,ME&MA I i J McLane Middleton,Professional Association 1 McLane.com t a Jane Guy From: Natalie Lovett <natalie.lovett04@gmail.com> Sent: Monday, November 23, 2015 7:20 PM To: Jane Guy Subject: Re: SHC Votes Hi Jane, You can file everything away. I jotted down the application basics before the meeting. I'm planning to finish the minutes this week. For 215 Essex Street. The SHC revision was to set back the chimney from the edge, there weren't any other changes. So it sounds as though the plans the DRB approved incorporated the SHC's comments. Should be all set to have the SHC approve. Hope that you all are doing well! Have a very Happy Thanksgiving!! Natalie On Thu,Nov 19, 2015 at 12:01 PM, Jane Guy <JGuyksalem.com> wrote: Hi Natalie, I didn't realize Amy had a filing pile, so that is fine. The cents are all set. Do you need me to keep the file out until you finish the minutes or are you okay with me filing everything? RE: 217 Essex- My understanding is that the SHC(Larry) had revisions to the plan that was jointly approved by the DRB/HisCom. Andrew says he is not aware of those revisions. He stated that the DRB approved the plan submitted to them last night with moving the chimney`4 ind emailinches. I don't know what plan was submitted to them last night and it it included all Larry's revisions. Do you ming Andrew(cc me)to make sure we are all on the same page, so that I can make sure the SHC supports the correct plan and so that I can draft the letter? Miss you already© yY` Thanks! "` C 1 -Jane From: Natalie Lovett [mailto:natal ie.lovett04(o)gmail.com] Sent: Wednesday, November 18, 2015 9:36 PM To: Jane Guy Subject: SHC Votes Hi Jane, Tonight, the SHC made the following decisions... 89 Federal Street- architectural shingle did not get enough votes to pass (2-5). 170 Federal Street - approved as submitted 217 Essex St - continued. I didn't hear from Andrew whether or not the DRB approved this project at their meeting last night so the Commission continued the vote to right a letter of support. I fthe DRB approved the SHC's revisions, then the SHC should vote to submit a letter of support for the revised plans at their next meeting. 70-90 Boston Street- approved with the pro viso that the applicant submit exterior vertical and horizontal dimensions of the building, pictures of all facades, and a site plan showing the layout of the buildings. 5 Broad Street - approved the fiberglass door, painted blue to match the existing. I also saw your note o 14 Cambridge Street. Which Certificate are you looking for? She received a Certificate of Hardship and a Certificate of Non-Applicability. Both of these would have been in the pile I gave to Amy to file. The vents approved under the Non-Applicability however, ended up being visible. The owner needs to apply for a Hardship for these_pipes, she is currently in violation. 2 Let me know if you have any questions regarding the votes! Natalie Please note the Massachusetts Secretary of State's office has determined that Host emails to and from municipal officials are pobhc records.BMt please refer to: http://www.see.state.ma.us/pre/preidx.htm. Please consider the environmcnt before printing this email. 3 Cbfseuw(afre::e 4��L.� - �� j � f3 a �H 1 .i i • a - "� ti . gyp tw d • i ��A �- �.fe r`.�r/ ♦ '- '♦ r+, !) it t� �:13iL';.�F Y � a t` t• F �� +,'` f , b4.ink lWs�k•_(r` d—'s ',. . . 4 . `' '• j .'. _ , mow.... ' ��♦F ♦ i� `• t ' ? , ,. `"' f ,.. yi Y,t♦5�. sl atm 1 . BS Existing Condition 4511fl� A .i.wy �"1�� ,� M �� NA'H��aF 1f . .e � Ip ,w. � 1 ✓� y ' I I .^x � •11.8 i4 t t 14.of�.. s F �..--.'t' ••-�--- . �' R"�{.+..t".. {,a� moi,. Iliokn J/ a f - e n• Proposed Design Z to p V � 3Ew a=_ N eon _ma 03$ U E! V9r1 011 wireless SALEM 5 MA 217 ESSEX STREET °cn° 02 c p�o SALEM, MA 01970 xx OWw a9a 0 CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX w SITE NAME: SALEM 5 MA SHT. DESCRIPTION o NO. PROJECT ENGINEER SITE ADDRESS: 217 ESSEX STREET T-1 TITLE SHEET 0 0 0 a SALEM, MA 01970 C-1 RADIUS PLAN 29 HUDSON DESIGN GROUP LLC APPLICANT. VERIZON WIRELESS A-1 BASEMENT PLAN � 1600 OSGOOD STREET 400 FRIEBERG PARKWAY }� BUILDING 20 NORTH, SUITE 3090 A-2 ROOF PLAN N. ANDOVER, MA 01845 - WESTBOROUGH, MA 01581 - ® A-S ELEVATION TEL: 1-(978)-557-5553 ZONING DISTRICT: B5 (CENTRAL DEVELOPMEI4T) FAX: 1-(978)-336-5586 A-4 EQUIPMENT ROOM PIAN ZONING JURISDICTION: Cm OF SALEM, MA A-5 EQUIPMENT ROOM RCP & SECTION r MEP ENGINEER A-6 EQUIPMENT ROOM DETAILS Lill W gg LATITUDE: N 42' 31' 16.7' A-7 DETAILS Z D CSI ENGINEERING, LLC N _ # 999 BROADWAY LONGITUDE: W 70. 53; 41.1• S-1 STRUCTURAL NOTES J x SUITE 206 S-1 ALPHA ANTENNA DETAILS SAUGUS, MA 01906 TEL: 1-(781)-233-4808 PARCEL ID: 25-0251 S-2 STRUCTURAL PLANS € g e e ,3 a, FAX: 1-(761)-233-4848 S-3 ANTENNA STRUCTURAL SECTION fi B B PROPERTY OWNER: PARK TOWERS IV, L.L.C. S-4 ANTENNA STRUCTURAL DETAILS ATT: PETER BOHLIN S-5 ANTENNA STRUCTURAL DETAILS VONT YMAP SCMETtra 100 WASHINGTON ST STE #1 S-6 - GENERATOR STRUCTURAL SECTIONS n c DIRECTIONS TO SITE: SALEM, MA 01970 S-7 GENERATOR STRUCTURAL DETAIL � S $�� FROM WESTBOROUGH: DEPART FRIBERG PKWY / FP-1 FM200 PLANS WESTBOROUGH BUSINESS P-1 PLUMBING GAS PLANS PARK TOWARD RESEARCH OR P-2 PLUMBING DETAILS - TURN LEFT ONTO RESEARCH DR TAKE RAMP RIGHT FOR RT-9 E / TURNPIKE RD M-1 MECHANICAL PLAN, NOTES & DETAILS S9C TAKE RAMP RIGHT FOR 1-90 EAST TOWARD BOSTON AT EXIT 14, TAKE RAMP RIGHT FOR 1-95 NORTH TOWARD E-1 ELECTRICAL DETAILS �$ ANEL P. Gf WALTHAM / PORTSMOUTH NH E-2 UTILITY & GROUNDING PLAN M I KEEP LEFT ONTO RT-128 N E-3 GROUNDING DETAILS o AT EXIT 25A, TAKE RAMP RIGHT FOR RT-114 EASTCIV -i TOWARD WEST PEABODY E-4 CABLE TRAY GROUNDING & DETAILS BEAR RIGHT ONTO RT-114 / ANDOVER ST RF-1 RF COLOR CODE G.4 7 O BEAR RIGHT ONTO CENTRAL ST RF-2 RF ANTENNA DESIGN TURN LEFT ONTO MAIN ST / PEABODY SQ TURN LEFT ONTO RT-107 / BRIDGE ST RF-3 RF ANTENNA DESIGN BEAR RIGHT, AND THEN BEAR RIGHT ONTO WASHINGTON ST ARRIVE AT 217 ESSEX ST, SALEM, MA 01975 MA 217 ESSEX STREET SALEM, MA 01970 DIG SAFE 3 WORKING DAYS BEFORE YOU DIG _ Tol CUL ToLL FREE 888—DIG—SAFE UNDERGROUND SERVICE ALERT Z O U PARK TOWERS N, L.L.C. F 6�w ATT: ATTN: PETER BOHUN N as 100 WASHINGTON ST STE 81 Z _a- SALEM. MA 01970 ZONING: CENTRAL DEVELOPMENT - 85 O 8 i PARCEL ID: 35-0251 PARCEL AREA 0.168 ACRES V a O o o 3g-0208 33-0211 1 1 _ 1 ' 35-0258A 1 0218 -0258 1 N� 35 1 _ \ 1 1 SS-0258 W a �3S-O81e �w-mw � � C_ y �. y 33-0614 1 _- ,, \ N 0 1 35-00191 1 M-020] 33-0,99 -0210 __ ss o 3s-o5 S c 881 o 11 /�0018 II 10 1 1 i 1 3'.x0200 1 _ w Ig ' 1 � SOURCE: 35- 0012 35 35-02oa 11 11 35-020.5 I— CITY OF SALEM, MA ASSESSOR GIS MAPS o2w 0235-0013 35-0015 1 �, 1 1, �- ,GssEx sT r 1l 1 ,�1 SITE SPECIFIC NOTES ' S 8 _ I35-920,I I I 1 ' 1 106171 g L 023 2 1 1.SITE SURVEY HAS NOT BEEN CONDUCTED BY HUDSON DESIGN GROUP, b LLC FOR THIS PROJECT. ALL SETBACKS SHOWN ON THIS PLAN ARE �BBm 0241 02� - 1 1 I 11 TAKEN FROM TIP OF PROPOSED ANTENNAS TO PROPERTY LINES AND ? m r ARE APPROXIMATE. _,—_ MI II 023] 1 _ I 1 35-0251 n1 35-0240 F 1 0231 2. VERIFY AZIMUTHS W RF ENGINEER. 1 F 1 SS-0254 Im 35- li Z }g_ / __ 0274 U 0612 _ 3. PROPERTY UNE INFORMATION IS COMPILED FROM ASSESSORS PLAN 0007 35-0005 J �ey}� Zo _- 1 AND RECORD DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING a I L_____ 55_0045 1 35- ` BEEN OBTAINED AS THE RESULT OF A FIELD BOUNDARY SURVEY, Z a SSS-00091�-� I � � 3s-MO 1 0235 AND IS SUBJECT TO CHANGE AS AN ACCURATE FlELD SURVEY MAY DISCLOSE. A FULL BOUNDARY SURVEY WAS NOT PERFORMED. a li 113 wlo: ` 55_0004 'i 10252 I a 023] I 35-0248 I1 V 35-023835-023811P 5-0238 1 G $ 1 m _ _ _ _ __ �35-9419 LEGEND ¢ -- 35-0242 �3g-U6,3 -� / ' NORMAN ST Ss-0266 _ 3s PROPERTY LINE - SUBJECT PARCEL N«m _e 0246 -— - _ - - - \ JS- 35- 0245 1 0243 0294 - 500 RADIUS LINE 35-0003 i JS-0811 / - \ PROPERTY UNE - ABUTTERS n r _ .� ESSEX ST _ FRONT ST �- � � I - - ZONING BOUNDARY UNE T'2134 ANI -- -0422 ; 34_0429 W-=2ooz o2 EL P. __j yGJ, 1 , g M 0428 EXISTING µ -1 O ROOFTO � PROPOSED ANTENNAS �C '` SS-0091 I ON ROOF OTAL OF 6 1 1 9BB8 ) I Q ® ZONING INFORMATION �So 4 70 1 ; , �F C �Q JURISDICTION: CITY OF SALEM, MA 34-oe23 34-0124 ZONING DISTRICT TYPE: B5 (CENTRAL DEVELOPMENT) 5 MA STREET 1 6! DIMENSION REQUIREMENTS: REQUIRED (FT) PROP.± (FT) SALEM, MA 01970 W 1 20t I FRONT YARD SETBACK: N/A 44 v -- ! 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PREPARED FOR: r MlE DLtCH[TION 8v pIX DM ® ```✓/// ; m � 08/1:/14 IMM R]R REMEW NS J% on Hudson Q C1 m/u 15 ]Aum Po CONs1Yu"w N0 J% DFM Design Group,c o N p N N 2 10 0/13 RE =n9EA CHIMNEY N0 J% W wireless b Ap ( \\7 d 11/10/10 gF`AOEp nBp101/55 d11YNEY N0 J% UPN q00 FRIBERG PARKWAY INOOSGOODSTREET WESIBOROUGH,MA01ml O14 11�J BUILDINGMNORTH,SURE30% TEL 19]8155)-59 5D813303330TEL N.ANDOVER,m 0184 FAX: ]97813365596 TOP OF HIGHEST APPURTENANCE Z O) OP OF EXISTING ANTENNASL4 PROPOSED ANTENNA INFORMATION ELEV. - 90'-O'3 (AGE) d 112'-0'f (AMSL) V SECTOR STATUS AZIMUTH CABLELENGTH (L OF PROPOSED ANTENNAS = 3 >o PROPOSED 6'-6'x6'-6'x 12' -HIGH 1 PROPOSED 65' 300' �(BETA & GAMMA SECTOR __ FIBERGLASS ENCLOSURE TO MATCH EXISTING EXISTING ANTENNAS FACADE ON PROPOSED STEEL FRAME (BY OTHERS) (TYP.) 2 PROPOSED 20T 280' 6�0 107'-3"i (AMSL) PROPOSED ANTENNA PER 'RF' ~ rom PROPOSED ANTENNA. RRH, & JUNCTION BOX 3 PROPOSED 300' 280' TOP OF EXISTING PENTHOUSE \ PER 'RP DWGS IN PROPOSED ENCLOSURE DWGS MOUNTED TO O MAT USE p° ELEV. = 82-0 t AGL FACADE & PAINTED LP MATCH Z 8� (TYP. BETA & GAMMA SECTORS) EXISTING (TYP. OF ALPHA SECTOR) �' �� LENGTH = EXACT LENGTH PLUS 25' 0 3 104'-0`i (AMSL) TOP OF PROPOSED EXISTING ANTENNAS BY OTHERS U FlBERGLSS STEALTH CHIMNEY (TMP') d C.L. OF PROPOSED ALPHA ANTENNAS ELEV-=80-0 3 AG_Q—_— —_—_ ELEV. = 81'-0'3 (AGE) 0 4 Q 102'-O"t (AMSL) dill EXISTING PENTHOUSE (TYP.) 103'-O"3 (AMSL),IPI LL B Ct OF PROPOSED ANTENNAS I PROPOSED GPS ANTENNA �BETA & GAMMA SECTOR . 97 n — — — I 99'-0`t (AMSL) EXISTING VERTICAL CABLE TRAY (BY OTHERS) ' RIDGELIKE OF EXISTING BUILDING N„ ELEV. = 72-0 t AGL PROPOSED VERTICAL CABLE 94'-0"t AMSL) TRAY PAINTED TO MATCH UPPER ROOFTOP OF EXISTING BUILDING PROPOSED RRHs & JUNCTION BOX ®® Pa OELEV. = 68'-0"2 (AGL) 90'-0"2 (AMSL) PER 'RF' DWGS MOUNTED TO FACADE EXISTING CABLE PROPOSED CABLE RUN IN CABLE TRAY - 0 n CHASE ! w 1 PROPOSED BALUSTRADE N PROPOSED CABLE RUN THROUGH �c pyo l EXISTING CABLE CHASE m ^$E PROPOSED (2) CONDENSERS MOUNTED ON =a gob PROPOSED SLEEPERS (TYP.) oog PROPOSED 35kW NATURAL GAS GENERATOR MOUNTED ON PROPOSED STEEL FRAME 0 EXISTING CURB (TYP. OF 2) lei EXISTING HVAC UNIT (TYP.) EXISTING BALUSTRADE (TYP.) O TOP OF LOWER ROOF ELEV. = 45'-0"2 (AGL) li 67'-0'3 (AMSL) n o 0 0 0 0 0 O C PROPOSED VERTICAL GAS RISER o Z TO MATCH INPAINTED .I W 110 SIM �IIj� 000 000 � � � oo j l 02 ANIEL P.. PROPOSED EQUIPMENT ROOM M LOCATED IN BASEMENT CI (AREA - 222 t SQ. FT.) o.4 7 0 EXISTING ACCESS DOOR �F�'I R TO EQUIPMENT ROOM I GROUND LEVEL ' �" GROUND LEVEL 5 MA ELEV. = D'-O"± (AGL) I ELEV. = 0'-0"2 (AGL) 217 ESSEX STREET 22'-D"3 (AMSL) I SALEM, MA 01970 cc I I � _ _ I EXISTING GAS METER Ami PROPOSED GAS METER GRAaHI SCAI PER 'P' DWGS SOUTH ELEVATION 0 2'-8' '-4- ;a W-o. SCALE: 3 16 =1 -0" A-3 EXISTING GAS LINE ALONG OUTSIDE WALL OF EXISTING BUILDING GENERAL NOTES ZO H 1. THE CONTRACTOR SHALL CNE ALL NOTICES AND COMPLY WITH L ALL LAWS. ORDINANCES, RULES. REGUTATONS AND LAWFUL I� ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY f COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL BEARING BRINC ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT ANDTHE MATERIALS INSTNLLED SHAUL BE IN m WITH AL1 ARPLICAB CODES, R CUTATIONSI ACCORDANCE WITH AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SR FORM IN ME CONSTRUCTION AND CONTRACT DOCUMENTS Z THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING m m THE JOB IS NEVERMELLSS CAUTIONED THAT MINOR O $ $ OMISSIONS OR ERRORS IN THE DRAMNGS AND OR S- SPECIRCXnNS SHALL NOT EXCUSE SVD CONTRACTOR FROM CNPIFRNG THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY rc OF NOTIFYING (IN WRITING) LESSEE'S REPRESENTATIVE OF O ANY CONFIJI ERRORS, OR OMISSIONS PRIOR TO THE LL In SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE - OF WORK. 2•-0' $'-1 1/4' a w 4. THE SCORE E IPME SHALL R AND FURNISHING ALL IRAN AMD I.ABO EQUIPMENT, TABOR PND ICO OTHER IMIERALSAND LABOR DEEMED SCRIBE H TO CONPLEIE ME wORK/PRaEtt AS DESCRIBED HERON. EXISTING STAIRS TO REMAIN 5. ME CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE ---1 r- '2SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILARIZE I: .I J L I THIMSELF WITH THE FELD CONDITIONS AND TO VERIFY THAT - - ' "-' - - -- --THE PROJEtt LAN BE CONSTRUCTED IN ACCORDANCE W(IH L:? PROPOSED 3'-0'x6'-B'THE CONTRACT DOCUMENTS. REMOVE EXISTING FLOOR � I 18 G4 HM STEEL DOOR WffH PUSHBUTTON LOCKSET AND 6. ME CONIWLTOR SHP11 OBTAIN AUTHORPATON N PROCEED "'y- I--i-•r-i -t -r-y--+--II REMOVABLE CORE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM r 'I NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS / !'::. J_ I I' (1.5 HR FIRE RATED)CONTRACT DOCUMENTS. _T_e __�_ _ p7. THE CONTRACTOR SHALL INSTAL AL EQUIPMENT ANDOR MATERWS ACCORDING TO THE MACNUFACTURER'S /VENDOR'SSPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL __i__T_ __�__T__r_ __r--rlI I-r CODES OR ORDINANCES TAKE PRCEDENCE. A-6 =IS G.C. TO LEAVE WALL B. THE CONTIVCTOR SHALL LWNTAN A FULL SEi OF INTACT IF EXISTING I$ A Scoo CONSTRUCTION DOCUMENTS AT THE SNE UPDATED WITH THEA.--I__+..-1---I--+--°-a--+--II PROPOSED 10'-4'x22'-9' ULATEST REVISIONS AND ADDENDUMS OR CL RIFICATONS 2 HR RATED FIRE WALL ::a AVMIPBLE FORTHE USE BY ALL PERSONNEL INVOLVED WITHEDUIPMENTc�rr11ROOM THE PROJECT. I::.LrJ� r , r � _ir (195 $(� „7 _=z9. THE CONRACTOR SHALL SUPERASE ANO DIRECT THE PROJECT M::1._L_L_L_J__t__L_J__i__0 IDESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY ; L ____ o RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, �::�..._I �- I I II w r_.i__+__H_y__+...L�„_______, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COOROINATNG ALL POSITIONS OF ME WORK UNDER THE REMOVE RADIATOR AND I HVAC I I r I r RE-ROUTE PIPES 10.THE CONTACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REMOVE EXISTING f.'L_J-..�_..I__�>_.t__li J__t__L_��__i _'._y_. RAN PERMITS AND INSPECTIONS WHICH AMY BE REQUIRED FOR THE I I I iL r r_I I I 1 1 t I G WORK BY THE ARCHITECT/ENGINEER.THE STATE. COUNTY OR PARTITION WALL G.C. TO I.::i_ r 4 � - I-_ VERIFY AND NOTIFY A&E -------. I __ _____ PGS ED o a LOLL GOVFftNMENT AUMORIIY. I I r F I 1 I t L IF LOAD BEARING (TYP.) r:..- i I I r _J_. 3'-2' 4't 10 1/4' . . 11.ME CONTRACTOR SHALL MARE NECESSARY PROVISIONS TO I::d _-T ^i____i_. __1_I_7__�_T__T. FIF _ SYSYSEE m PROTECT EYJSTING IMPROVEMENTS. EASEMENTS, PAVING. "'r(J l I w p' �_ _ CURBING. ETC. DURING CONSTRUCTION. UPON COMPLETION OF -ll,11Zlijlilll�l��i »� PROPOSED 3/4' FIRE RATED �I •N z z z WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY I� I I I I I PLYWOOD TELCO BACKBOARD ) PROPOSED N Z HAVE OCCURRED DUE TO CONSIRUCRON ON OR ABOUT THE U:i'--I"'T'r'T'Y--i'-I--IT'-i jJ:=,�`�-r--T-" 6'x6 WIRE Q PROPERTY. c: I I I n I 5Y J n r J ` I WAY ABOVE I'::i I i I II I I r 1 d 12.THE CONTRACTOR EA CL ANPROMDEAND A DUMPSfm KEEP THE POWER SYSTEM GENERAL WORK AREA CLEAN AND HASARD FNEE DURING r�; I I I ' ' ' n _I ' `___•_ '_ AND AND DISPOSE OF ALL DIRT. DEBRIS. RUBBISH f:a - EXISTING PND REMOVE EQUIPMENT NOT SPECIFIED TI REMAINING CON I':l _y L I -_ -_'-i- I WINDOW TO Q z i THE PROPERTY. PREMISES TS. BE LER IN DFAJR F ANY ON BE COVERED OC , AND FREE FRdI PIM SPOTS, DUST. OR SMUDGES OF ANY I;;p I I I J I I RR RATURE L.L__I__+__L_J__J 13.THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT 4PROPOSED W S Z SECTIONS OF THE LOCA BUILDING CODE CMR 7N. UOEST -?'-'--T--r-y--♦--rte-T�`i--r-T->t`�--T d 2S I I I I I T T `. r ILC PANEL EDITION,AND ALL OSHA REQUIREMENTS AS THEY APPLY TO i-1 r__J__L_J_ __O_J__L��.I__J!_L-�_�,I_. REMOVE SINK AND TOILET. a € THIS PROTECT. E::i-1 I I � J e 1 CAP EXISTING PIPES BELOW 14.THE CONTRACTOR SINAL NOTIFY LESSEE'S REPRESENTATIVE 'cJ--��------11 - - --+--'-I --'--i- FINISH FLOOR OR BEYOND 2 O >A WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT i.,'. �I I' ^ j EQUIPMENT ROOM W a DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL ORi”-I-"'T-" A-S CONSTRUCT FURY PORTION OF THE WORK THAT IS IN CONFLICT I::i ♦_ n n n UNTIL CONFLICT IS RESOLVED BY LESSEE'S REPRESENTATIVE �L �' � �.�� _J_ __. EXISTING WINDOW TO REMAIN 15.THE CONTRACTOR SINAL VERIFY ALL DIMENSIONS, ELEVATNS, - ---------- I I r PROPERTY ONES, ETC. ON ME JOB. 10.MATERIALS AND EQUIPMENT INSTATED SHALL SE NEW. REMOVE EXISTING WALL __ ry COVERING. EXISTING STUDS -' I - I BATTERY I p 17.ANY DISTURBED EXISTING CONDITION SHALL BE CORRECTED TO REMAIN. REPLACE AND � I_j.a-_ +_. I I I AND REPAIRED. REPAIR AS REQUIRED (TYP.) 16.THE FACILRY SHALL NOT REWIRE ANY WATER SERVICE. PROPOSED CABLE PORT SANITARY FACILITIES AND IS NOT DESIGNED FOR HABITATION. r I I yG r L.J.I_-- --L.I_I__l_-- 19.SHOP DRAING, CATALOGS, RC., SMAANEL P.LL BE GIVEN TO THE j __________'-----J---- M PROJECT MANAGER AT THE JOB COMPLETION g 20.SELL PENETRATIONS THROUGH FIRE RATED ARE/5 WITH FIRE CIV CODE (UL)APPROVED MATERIALS. 10.4 7 O 21 EI_DOOR. PROADE WEATHER STRIPPTHE ING, SHALL THRBE A ESHHOLD, HINGES PND LOCK SR. O DOOR ANO) FI FRAME SHALL BE PANTED AND HAVE A Z HOUR (MIH.) FIRE RATING. 3'-6' 6'-10' 22.FINISH ALL DR NL.SCREWS (FASTENERS)AND JOINTS, U.O.N. 1O'-4' 57 MA IrvSTALL sza WHITE FlBERGVSS WALL PANELS. STREET 23.AL CABLE PORTS MUST BE WEATHER PROOFED DURING 01970 USING SILICON 24.ALL GYPSUM WALLBOARD SHALL BTT. EQUIPMENT ROOM EQUIPMENT ROOM 5/e-FIRE-RATED GYPSUM PANEL TYPE-x-. DEMO PLAN PLAN �z1 25.AN AUTHORIZED APPLICATOR MUST PERFORM ALL WORK ON SCALE:, 172 =1 -0 A-4 SCALE: 1/2"=1'-0" A-4 THE EMSTILETED T ENABLE M ROOF THE MANUFACTURE SHALL BE �. NOTIFIED BY THE CONTRACTOR ONCE PENETRATIONS ARE COMPLETED To ENABLE MANUFACTURE TO VALIDATE THE GRAPHIC SCALE GRAPHIC SCALE WARRANM OF THE WORK. 0 1 2 4 6 FELT 0 1 2 ♦ 6 FEET 26.PROPOSED 4'-0'x8'-0' FIRE RATED 3/4- PLYWOOD BICKER BOARD FOR: G.C. SUPPLIER: FIRE EXTINGUISHER, EYE WASH STATION, DOCUMENT HOLDER, FIRST AD KR, BROOM, DUST BRUSH AND OUST PAN. O y U Zo Oi U O IL 4'-6• 2'-8• n w o: a Ed / PROPOSED UGHf Al N^ LL 2'-0• 2'_B. 1•_1 �'T' a e�...e G a R . VAPOR TIGHT LID UGHTING, • �•• "d a O; COOPER UGHRNG - METALUK n I N cRm CAT g: Vr-4-58-w-12oV LAMP: LPD MOUNT: PENDANT A_B SIMILAR 1 A-6 S o °oRE (TVP.) 1 0. 1 1 000 -000 PROPOSED 10'-4•x22'-9• 1 EQUIPMENT ROOM .0000. 1 1 FT) c195 SQ F1 j 1 0 0 0 0 1 1 O 1 1 a PROPOSED CABLE LADDER a 1 e c O S•_7• r � 1 1 2--10• 2'-9• n Z 4 4 4 N � PROPOSED CABLE PORE 1 1 p w PROPOSED GROUND BAR 1 1 co / PROPOSED ELECTRICAL OUTLET---__. PER 'E' DRAWINGS cc 'd 1 1 gyp PROPOSED CABLE IADDER c ° 1 1 O 0 A_g 1 1 uj 1 1 a Ise w a ± moo • 9 " EQUIPMENT ROOM o� Aro!4 NIEL PS times SECTION �1 g .A SCALE: 1"=1'-0" A-5 GRAPHIC SCALE 7 0 o .5 1 2 s MV NOTE: FIRE ALARM - ADD SMOKE EQUIPMENT ROOM DETECTOR (ADDRESSABLE) TIE INTO REFLECTED CEILING PLAN s MA IXISDNG FA WIRING REPROGRAM SCALE: 1/2"—1 —0 A-5 217 ESSEX STREET EXISTING CONTROL PANEL PER SIMPLEX REQUIREMENTS SALEM, M4 01970 GRAPHIC SCALE 0 1 2 4 e rtc A-5 O y H U i <a uF� c'ni o V/ Z ssOm O33$ U O L a w a 1 4 ®®®w6 o. CEILING CONSTRUCTION: _ c who WHITE FIBERGLASS PANEL ON �a n6$ 5/8' GYPSUM BOARD ON 1X4 =a 08-, STRAPPING 12' O.C. ON °o EXISTING CONCRETE CEIUNG §ooz mi EQUIIPPMENT 0 i WALL CONSTRUCTION: WALL CONSTRUCTION: o o a WHffE FIBERGLASS PANEL ON (2) 5/8' WHITE FIBERGLASS PANEL ON FIRE RATED GWB ON EXISTING SNDS (2) 5/8' FIRE RATED GWB ON 4 1 (REPLACE AND REPAIR AS REQUIRED) 2-1/2' CGC 25 GA C-H STUD WITH ROCK WOOL BATT INSULATION ON ® 24' O.C. ON 1' GYPSUM (2) 5/8' FIRE RATED GWB UNER PANEL ON EXISTING WALL EQUIPMENT CONSTRUCTION ROOM w C 4' VINYL BASE / REMOVE AS MUCH MATERIAL FROM O WHITE COMMERCIAL O GRADE VCT FLOOR .../ WWrrHOUT COMPROMISING ANY N STRUCTURAL INTEGRITY. REMOVE IZ ENTIRE WALL IF NOT LOAD BEARING. CC a as =? ui � Sq�ti oma' ANIEL P. Gs o Mf EQUIPMENT ROOM EQUIPMENT ROOM av WALL DETAIL , WALL DETAIL 2 7 0 SCALE 6"=1'-0" A-6 SCALE: 6"=1'-0" A-6 P ,I GRAPHIC SCALE GRAPHIC SCALE 0 0'-I'0'-2'" W-4' 6 0 0'-1"0'-2' 0'-4' 6' S 217 ESSEX STREET SALEM, MA 01970 A-6 MIN MAX OIAM MIN MAX MIN FILL MIN O H PACKING MATERIAL: MIN 1-1 2 in. ONE 2"0 OR SMALLER SCHEDULE BOOR FORMING F T WALL HR MAX DAM OF T RATING HR / ( ) OR FLOOR OF 51EEL gNNU1AA ANNULAR MIL RATING RATING THROUGH PENETRANT in. THICKNESS OF MIN 6 pcf MINERAL WOOL 40 PVC PIPE TO BE CENTERED WALL T1KNS PCOTIDUR SPACE SPACE THKNS MKN6 (HOURS) (HOUR6) 1 t I"- BATF INSULATION FIRMLY PACKED INTO WITHIN FIRESTOP SYSTEM. A NOM. (in.) (Ln.) (In.) / L (in.) (in.) (in.) 1 - 4 1 V OPENING AS A PERMANENT FORM. ANNULAR SPACE OF 5/16" IS z t PACKING MATERIAL TO BE RECESSED REQUIRED WITHIN THE FIRESTOP FLOOR $4-1/26 3/8 2-1/8 1 2-3/4 2 0 2 '-'j. t 1 7 FROM TOP SURFACE OF FLOOR OR FROM SYSTEM PIPE SHALL BE RIGIDLY WOOD M Yo BOTH SURFACES OF WALL AS REQUIRED SUPPORTED ON BOTH SIDES OF FLOOR 3/8 3/4 1 2-3/4 2 0 THE HOURLY F RATING OF THE FIRESTOP OR s TO ACCOMMODATE THE REQUIRED WALL/FLOOR ASSEMBLY SYSTEM IS EQUAL TO THE HOURLY FIRE METAL a i THICKNESS OF FILL MATERIAL. BOOR J/e t 2 1-3/4 z o RATING OF THE WALL ASSEMBLY IN WHICH STUDS u� IT IS INSTALLED. pOR FLOOR 3/8 2-1/8 1 3-1/2 3 3/4 Z mp j THROUGH PENETRANTS: ONE 2"0 1 N N 6 j BOOR ]/8 J/4 1 3-1/2 } 0 O 3 x 4 3 GROUT ALL VOIDS NONMETALLIC PIPE, CONDUIT OR RACEWAY AROUND SLEEVES TO BE CENTERED WITHIN THE FlRESTOP V �r r BOOR ]/8 1 2 2-1/2 3 0SYSTEM. A NOM ANNULAR SPACE OFSEALANT WALL 2 3/8 2-1/8 1 3-1/2 3 3/4 5/16 in. IS REQUIRED WITHIN THE LL FILL VOID OR CAVffY MATERIAL - SEALANT: REINFORCED LIGHT FIRESTOP SYSTEM. PIPE. CONDUIT OR O MIN 2 in. THICKNESS OF FILL MATERIAL WT. CONCRETE OR WALL 5-t/2 6 3/8 3/4 1 3-1/2 3 0 RACEWAY TO BE RIGIDLY SUPPORTED ON c APPLIED WITHIN ANNULUS, FLUSH WITH THE WALL BOTH SIDES OF THE FLOOR OR WALL LL TOP SURFACE OF FLOOR OR WITH BOt-1/z 3/8 2-t/6 z 2-t/ UL CLASSIFIED / ASSEMBLY. TH CMU. s-1 2 2 J t SURFACES OF WALL. CONDUIT % �I j WALL. 6-1/2 6 3/8 1 2 2-1/2 3 0 FILL. VOID OR CAVITY MATERIAL - SEALANT: ;i u SPECIFIED TECHNOLOGIES INC: UL SYSTEM NUMBER: C-AJ-2057 NOTE: j MIN 5/8 in. THICKNESS OF FILL MATERIAL SPECSEAL SERIES SSS SEALANT F RATING - 2 HR. / APPLIED WITHIN ANNULUS, FLUSH WITH OR SPECSEAL LCI SEALANT. CORE HOLE 1 1/2" LARGER / CONCRETE FLOOR OR WALL ASSEMBLY, BOTH SURFACES OF WALL. ADDITIONAL LAYERS THAN THE DIAMETER OF THE / MINIMUM 3-3 4 in. THICKNESS CONDUIT. CORE DRILLS TO / FILL MATERIAL TO BE INSTALLED SUCH OF PYC COIF PBElRA710N FLOOR/ MINIMUM 6-1/2 in. WALL THAT A MIN 1 4 in. THICK CROWN IS 5 8" BE SEALED WITH / / / DETAIL N CONCRETE OR MASONRY ELASTOMERIC SEA LAM c FORMED AROUND THE PENETRATING ITEM GYPSUM „ TYPE AS OR TYPE SS: AND LAPPING 1 in. BEYOND THE BOARD ®® PP PPE APD COPDUR p6,EIRA710N MINIMUM THICKNESS OF SEALANT AS STEEL SLEEVE PERIPHERY OF THE OPENING. w`a PACKING MATERIAL: MIN. 1 in. THICKNESS OF SPECIFIED IN THRTrWNE TABLE ABOVE, OPTIONAL) UL SYSTEM NUMBER: W-L-2093 MIN. 3.5 pct FIBERGLASS INSULATION SHALL SEALIN ��®P'8' APPLIED WITHIN THE OPENING. FLUSH ( SPECIFIED TECHNOLOGIES INC: F RATING - 1 A 2 HR. BE WRAPPED AROUND THE WITH THE TOP SURFACE OF THE FLOOR SPECSEAL SERIES SSS SEALANT, O R THROUGH-PENETRANT AND SECURED OR BOTH SURFACES OF THE WALL. , ,1 ° SPECSEAL LCI SEALANT. 0 TOGETHER BY MEANS OF NO. 24 AWG STEEL `a E^� TIE WIRE. PACKING MATERIAL SHALL BE ONE 4"0 OR SMALLER METALLIC PIPE FORMING MATERIAL: PYO CONDUIT PEEMTDN CENTERED AT MID-DEPTH OF OPENING AND OR CONDUIT TO BE CENTERED WITHIN MINERAL WOOL BATT INSULATION »os RECESSED FROM BOTH SURFACES OF WALL (MINIMUM 4.0 pcf) FIRMLY PACKED INTO SEAL N OVP8l�1 WALLBOATD 0 69- RECESSED SYSTEM. PIPE SHALL BE _� ASSEMBLY REQUIRED TO ACCOMMODATE THE RIGIDLY S//UPPORTAS EM BOTH SIDES THE OPENING AS A PERMANENT FORM SEE goo REQUIRED THICKNESS OF FILL MATERIAL. qN ANNIJLAR SPAESOFB/4"ND �� TABLE FOR MINIMUM REQUIRED THICKNESS NOTE: FILL. VOID OR CAVITY MATERIAL - CAULK OR PUTTY, METALLIC PIPE: IN 2 MR FIRE RATED ASSEMBLIES MIN 3/4 IN. STEEL PIPE: 6"0 (OR SMALLER) SCHEDULE 10 CABLES IN VERTICAL RUNS. CABLES INSTALLED IN VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR, OR CABLES INSTALLED IN VERTICAL THICKNESS FILL MATERIAL APPLIED WITHIN THE 8 ANNULUS, FLUSH BOTH SURFACES WI WALL. (OR HEAVIER) STEEL PIPE. RUNS IN A SHAFT, SHALL BE TYPE CMR. FLOOR PENETRATIONS REQUIRINGOF �a ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT LAYERS OF 5/8" THICK CONDUIT: 4"0 (OR SMALLER) ELECTRICAL TYPE CMR SHALL CONTAIN ONLY CABLES SUITABLE FOR RISER OR PLENUM GYPSUM WALL BOARD METALLIC TUBING (EMT) USE. USTED RISER COMMUNICATIONS RACEWAYS AND USTED PLENUM a A MIN 1/4 in. CROWN IS FORMED AROUND THE ALL CORES THROUGH ELECTRIC OR 6"0 RIGID STEEL CONDUIT. COMMUNICATIONS RACEWAYS SHALL BE PERMITTED TO BE INSTALLED IN PENETRATING ITEM. IN 1 HR FIRE RATED ASSEMBLIES, WOOD OR METAL STUDS VERTICAL RISER RUNS IN A SHAFT FROM FLOOR TO FLOOR. ONLY TYPE JONLY ROOMS TO BE FIRE-STOPPED. MIN 5/8 in. THICKNESS H FILL MATERIAL APPLIED CABLES SHALL BE PERMITTED TO HE INSTALLED L THESE RISERS.UL SYSTEM NUMBER: C-AJ-1020 WITHIN ANNULUS A BOTH SURFACES LL WALL. CMP CABLBS S&U.L B8 PERMITTED TO BE INSTALLED IN PLENUMS. Ul SYSTEM NUMBER: W-L-1029 USE FULL CONDUIT RUNS F RATING - 3 HR. FOR PIPES GREATER THAN 4'ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT )F RATING - 1 A 2 NR. THROUGH PENETRATIONS F RATING - 2 HR. FOR PIPES LESS THAN 4" METAL RACEWAYS OR FIITEPROOF SHAFTS. LISTED COMMUNICATIONS CAA MIN 3/8 in, CROWN IL FORMED AROUND THE )PENETRATING ITEM AND LAPPING 1 in. BEYOND THE SHALL BE ENCASED INA METAL RACEWAY OR LOCATED IN A FIREPROOF u PERIPHERY OF THE OPENING. PIPE APD COPDUf F'ENEIRATION HAVING FlRESTOPS AT EACH FLOOR. SpFCIFIFn TIECHNGIOGIES INC: PPE AND CONDUIT PENETRATION MAL N CONCHM OR MASONRY SPECSEAL SERIES SSS SEALANT, ME's N OYP81N WALL60NO SPECSEAL LCI SEALANT OR - SPECSEAL PUTTY. PENETRATION DETAILS �1 a SCALE: N.T.S. UJ D UNISTRUT P1000 - . n h o ATTACH WITH APPROPRIATE ANCHORS: will',n 1. MASONRY - 3/8" HY20 HILTI 5 $ S o ANCHORS GALVANIZED STEEL i 3§' G&V, P1000 2. WOOD - 3/8" LAG BOLTS _ - ry n CONDUIT/ PVC AND UNISTRUT (PAINTED 3. DRYWALL - PROVIDE WOOD ANDREWS HANGER (IF COLOR OF BLOCKING & USE WOOD LAG BOLTS EXTERIOR, PAINTED SURROUNDINGS) SURROUNDINGS) O� ANIEL P. SGS M1 EXISTING METAL ANCHORED W/ SHEET METAL SITE PRO7 SP1542CIV CEILING/ WALL STUD SCREWS (2 PER UNISTRUT) ROOFTOP CABLE KIT OR o EXISTING CONC.,, (2) Y4"0x1 Y2" LG. HILTI APPROVED EQUAL ..4 /20 CEIUNG/WALL HIT HY20 ANCHORS OR (11-1/21N x 8"H) EQUAL SITE PR01 RP4 RUBBER �. MAT OR APPROVED EQUAL 5 1 i�" GALV. P1000 217 ESSEX STREET GALVANIZED STEEL GABLE MOUNTED TO UNISTRUT FILL SLEEPER W/ SALEM. MA 01970 CONDUIT AND UNISTRUT (PAINTED - CONCRETE EVERY ANDREWS HANGER COLOR OF 8'-0" MAX (PAINTED COLOR OF SURROUNDINGS) WALL/CEILING/FLOOR SURROUNDINGS) CONDUIT RUN DETAIL CABLE RUN DETAIL CABLE TRAY DETAIL SCALE: N.T.S. A-7 SCALE: N.T.S. A-7 SCALE: N.T.S. q-7 O U D 3 = STRUCTURAL NOTES: s`F, 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND SPECIAL INSPECTIONS(REFERENCE IBC CHAPTER 17): MASSACHUSETTS AMENDMENTS TO THE IBC a o APPUCABLE SUPPLEMENTS, INTERNATIONAL BUILDING CODE (IBC 2009). GENERAL: WHERE APPUCATION IS MADE FOR CONSTRUCTION, THE OWNER OR THE REGISTERED (REFERENCE 780 CMR): (n poi ASCE 7-05, E"-222-G STRUCTURAL STANDARDS FOR STEEL DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY 107,6 CONSTRUCTION CONTROL. =pA ANTENNA, TOWERS AND ANTENNA SUPPORTING STRUCTURES. CONSTRUCTION/INSTALIATION rc INSPECTIONS AND TESTING ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE 107.6.1 GENERAL THIS SECTION SHALL APPLY TO THE $ REQUIRED (COMPLETED BY CONSTRUCTION CONTROLS, PROFESSIONAL SERVICES AND O 8 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ANY MATERS IN THE REPORT ITEM TYPES OF WORK LISTED IN THE INSPECTION CHECKLIST ABOVE. 3_ FIELD PRIOR DI FABRICATION AND ERECTION OF ANY MATERIAL ANY CONTRACTOR SERVICES REQUIRED FOR BUILDINGS AND UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER OF RECORD) THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND ENGINEERS VE RECORD STRUCTURES NEEDING REGISTERED DESIGN PROFESSIONAL CONSTRUCTION MANAGER AND ENGINEER OF RECORD. ENGINEER OF RECORD APPROVED INVOLVED IN THE DESIGN R THE PROJECT ARE PERMITTED TO ACT AS THE APPROVED AGENCY AND SERVICES. THE FOLLOWING STRUCTURES ARE EXEMPT FROM THE REQUIRED STEEL SHOP DRAWINGS THEIR PERSONNEL ARE PERMITTED N ACT AS THE SPECIAL INSPECTOR FOR THE WORK DESIGNED REQUIREMENTS OF THIS SECTION: ANY BUILDING CONTAINING ESS 3. DESIGN AND CONSTRUCTION R STRUCTURAL STEEL SHALL CONFORM ENGINEER OF RECORD APPROVED BY THEM, PROVIDED THOSE PERSONNEL MEET THE QUALIFICATION REQUIREMENTS. THAN EXTERIOR CUBIC FEET OF ENCLOSED SPACE, MEASURED TO 0 TO THE AMERICAN FABRICATION OF STEEL CONSTRUCTION SPECIFICATION REQUIRED FRP SHOP DRAWINGS THE EXTERIOR SURFACES OF WALLS AND ROOFS AND TO THE TOP O FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL STATEMENT OF SPECIAL ABY MEI INSPECTIONS: THE APPLICANT SHALL SUBMIT A STATEMENT OF SPECIAL OFA GROUND SUPPORTED FLOOR, F IN THE CASE C A CRAWL LL u FOR BUILDINGS REQUIRED MATERIAL SPECIFICATIONS REPORT' INSPECTIONS PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE I SPACE, TO THE BOTTOM SURFACE V THE CRAWL SPACE. IN THE ACCORDANCE WITH SECTION 107.1 AS A CONDITION FOR ISSUANCE. THIS STATEMENT SHALL BE IN CASE OF BASEMENT FLOORS OR LEVELS, THE CALCULATION IOF O ENCLOSED SPACE SHALL INCLUDE L SUCH SPACES. FOR ADDITIONS 4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 (Fy=50 ksi), N/A FABRICATOR NDE INSPECTION ACCORDANCE WITH SECTION 1705. TO EXISTING BUILDINGS, THE VOLUME OF ENCLOSED SPACE SHALL o. MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 UNLESS REPORT REQUIREMENT: SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INCLUDE THE ENTIRE EXISTING BUILDING AND ALL PROPOSED OTHERWISE INDICATED. REQUIRED PACKING SUPSs INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ADDITIONS. ADDITIONAL TESTING AND INSPECTIONS: REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK 1. ANY ONE OR TWO FAMILY DWELLING OR ANY ACCESSORY �m 5. STEEL PIPE SHALL CONFORM TO ASTM A500 'COLO-FORMED WELDED BUILDING THERETO. h SEAMLESS CARBON STEEL STRUCTURAL TUBING'. GRADE B. OR ASTM DURING CONSTRUCTION INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION 2, pryy BUILDING USED EXCLUSIVELY FOR AGRICULTURAL A53 PIPE STEEL BLACK AND HOT-DIPPED ZINC-COATED WELDED AND CONSTRUCTION/INSTALLATION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR PURPOSES. SEE APPENDIX C FOR OCCUPANCY AND OTHER ® SEAMLESS TYPE E OR S, GRADE S. PIPE SIZES INDICATED ARE FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE UMITAFONS. ®® am INSPECTIONS AND TESTING a NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER. REQUIRED (COMPLETED BY REPORT ITEM ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN }. RETAINING WALLS LESS THAN TEN FEET IN HEIGHT AT ALL ENGINEER OF RECORD) RESPONSIBLE CHARGE. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS SHALL BE POINTS ALONG THE WALL AS MEASURED FROM THE BASE OF wa 6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS THE FOOTING TO THE TOP OF THE WALL LL SUBMITTED. (BEARING TYPE) AND CONFORM TO ASTM A325 TYPE-X 'HIGH c STRENGTH BOLTS FOR STRUCTURAL JOINTS. INCLUDING SUITABLE NUTS REQUIRED STEEL INSPECTIONS NOTWITHSTANDING THESE EXEMPTIONS, PROFESSIONAL ENGINEERING O oo S AND PLAIN HARDENED WASHERS-. ALL BOLTS SHALL BE 3/4' DIA UON. SERVICES SHALL BE REQUIRED FOR ACTIVITIES WHICH ARE H O w N/A HIGH STRENGTH BOLT INSPECTIONS REQUIRED INSPECTIONS AND SITE REVIEW DOCUMENTAS A CONDITION OF THE DEEMED TO CONSTITUTE THE PRACTICE OF ENGINEERING 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN BUILDING PERMIT THE FOLLOWING INSPECTIONS AND SITE REVIEWS IDENTIFIED BY AS DEFINED IN M.G.L. C. 112, § BID, EXCEPT AS PROVIDED IN ACCORDANCE WITH ASTM A123 -ZINC (HOT-DIP GALVANIZED) COATINGS N/A HIGH WIND ZONE INSPECTIONSTHE BUILDING OFFICIAL ARE REQUIRED FOR WORK PER THE M.G.L. C. 54A AND ANY LEGALLY REQUIRED PROFESSION OR AS ^off ON IRON AND STEEL PRODUCTS% UNLESS OTHERWISE NOTED. PROVIDED IN M.C.L. C. 112, 0 BIR. WHERE WORK IS PERFORMED SC .811 N/A FOUNDATION INSPECTIONS 8TH EDITION OF THE BY UCENSED TRADES PEOPLE PURSUANT TO M.G.L C. 112, 0 8. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE MASSACHUSETTS STATE BUILDING CODE,780 CMR,SECTION 110 AND CHAPTER 17 SIR. PLANS AND SPECIFICATIONS PREPARED TO DOCUMENT THAT 0o z GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC-COATING N/A CONCRETE COMP. STRENGTH, SLUMP WORK SHALL NOT BE REQUIRED TO BEAR THE SEAL OR (HOT-DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE TSS AND PLACEMENT s7 SIGNATURE OF A REGISTERED DESIGN PROFESSIONAL. NOTED. POST INSTALLED ANCHOR ROD REQUIRED SITE REVIEW AND DOCUMENTATION FOR PORTIONS OR PHASES CONSTRUCTION'S N/A VERIFICATION 107.6.1.1 SPECIAUZED STRUCTURES. TELECOMMUNICATION TOWERS, 8 - 9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED WIND TURBINE TOWERS, AND SIMILAR STRUCTURES ARE SURFACES SHALL BE REPAIRED WITH AN ORGANIC ZINC REPAIR PAINT N/A BASE PLATE GROUT VERIFICATION SITE REVIEW AND DOCUMENTATION X SITE REVIEW AND DOCUMENTATION g ENGINEERED STRUCTURES AND SHALL BE SUBJECT TO ME w COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR REQUIREMENTS OF SECTION 107.6. i PAINT SHALL HAVE 65 PERCENT ZINC BY WEIGHT, ZIRP BY DUNCAN N/A CERTIFIED WELD INSPECTION SOIL CONDMON/ANALYSIS/REPORT ENERGY EFFICIENCY REQUIREMENTS 107.6.2.2 CONSTRUCTION. THE REGISTERED DESIGN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL. FOOTING AND FOUNDATION PROFESSIONALS WHO ARE RESPONSIBLE FOR THE DESIGN, PUNS, c i THICKNESS OF APPUED GALVANIZING REPAIR PAINT SHALL BE NOT NOT N/A EARTHWORK: UFT AND DENS" (INCLUDING REINFORCEMENT AND FIRE ALARM INSTA TOM CALCULATIONS, AND SPECIFICATIONS, THEIR DESIGNEE OR ME pp E IF LESS THAN 4 COATS (ALLOW TIME TO DRY BETWEEN COATS) WITH A ON SITE COLD GALVPNIZING FOUNDATION ATTACHMENT) REGISTERED DESIGN PROFESSIONALS WHO HAVE BEEN RETAINED p o '0 0 0 RESULTING COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS N/A FOR CONSTRUCTION PHASE SERVICES, SHALL PERFORM THE APPLICABLE. VERIFICATION CONCRETE FLOOR AND UNDER FLOOR FIRE SUPPRESSION INSTPUATOIIT FOLLOWING TASKS: 29 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, N/A GUY WIRE TENSION REPORT LOWEST FLOOR FLOOD ELEVATION REM REPORTS° 1. REVIEW, FOR CONFORMANCE TO THIS CODE AND THE DESIGN APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN ADDITIONAL TESTING AND INSPECTIONS: STRUCTURAL FRAME - WN1/FLOOR/ROOF X CMBON MONOXIDE DETECTION SYSTEM' CONCEPT, SHOP DRAWINGS. SAMPLES AND OTHER CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL SUBMITTALS BY THE CONTRACTOR IN ACCORDANCE WITH THE BE QUALIFIED IN ACCORDANCE WITH AWS 'STANDARD QUALIFICATION LITH AND PLASTER/GYPSUM SEISMIC REINFORCEMENT REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. PROCEDURES'. ALL WELDING SHALL BE DONE USING E7OXX E.O.R. TO INSPECT EXISTING MASONRY FIRE RESISTANT WALL/PARTRIONS FRAMING SMOKE CONTROL SYSTEMS 2. PERFORM TIE DUTIES FOR REGISTERED DESIGN ELECTRODES AND WELDING SHALL CONFORM TO ASC AND DI.I. WHERE PARAPET & WALL PRIOR TO STEEL FIRE RESISTANT W PARTMONS FINISH SMOKE AND HEAT VENTS PROFESSIONALS N CHAPTER 17. W FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER ALL/ }. BE PRESENT AT INTERNALS APPROPRIATE TO ME STAGE OF 1-- TABLE J2.4 IN THE ASC 'MANUAL OF STEEL CONSTRUCTION'. 9TH STUB-UP INSTALLATION ATTACHMENTS CONSTRUCTION TO BECOME GENERALLY ANDFAMTO WITH THE O EDITION. ABOVE CEILING INSPECTION ACCE651BILIIY (521 CMR) PROGRIF THEESS WO K DISQ EINE PERFORMED OF THE WORK N AND J so FIRE BLOCKING/STOPPING SYSTEM OTHER: CONSISTENT WITIH THE CONSTRUCTION DOCUMENTS AND THIS Q E' MANAGER 11. INCORRECTLY FABRICATED. DAMAGED OR OTHERWISE MISFIRING OR 2 NON-CONFORMING MOR CONDITIONS EMERGENCY UGWNG/EXIT SIGNAGE CODE.NS SHALL BE REPORTED TO AFTER CONSTRUCTION =3THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE CONSTRUCTION/INSALLATION MEANS OF EGRESS COMPONENTS SPECIAL INSPECTIONS (SECTION 1704): THE PERMIT APPLICATION SHALL NOT BE DEEMED COMPLETED 1-- 8 ACTON. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION MANAGER INSPECTIONS AND TESTING -CHANNEL REINFORCEMENT UNTIL ALL OF THE CONSTRUCTION DOCUMENTS REQUIRED BY THIS g if APPROVAL. REQUIRED (COMPLETED BY REPORT ITEM -STEEL SNB-UP INSALUTON SUPPORTING CODE HAVE BEEN SUBMITTED. DOCUMENTATION INDICATING THAT ENGINEER OF RECORD ROOFING, COPING/SYSTEM PLATFORM. (RO)F) X WORK COMPUES WITH THE PIANS AND SPECIFICATIONS SHALL BE F 8 B 12. MANUFACTURED SMALL BE FORMED STEEL CHANNEL STRUT FRAMING AS ) PROVIDED AT THE COMPLETION OF EACH PHASE WHEN REQUIRED N MANUFACTURED BY UNISTRl1T CORP., WAYNE, MI OR EQUAL. STRUT MODIFICATION INSPECTOR REDLINE OR BY THE BUILDING OFFICIFL. O a a MEMBERS SHALL BE 1 5/8'X1 5/8%12GA, UNLESS OTHERWISE NOTED, REQUIRED RECORD DRAWINGS AND SR&L BE HOT-DIP GALVANIZED AFTER FABRICATION. POST INSTALLED ANCHOR ROD VENTING SYSTEMS (KITCHEN, CHEMIC&. FUME) r n n n N/A 107.8.9 CONSTRUCTION CONTRACTOR SERVICES. THE ACTURE `\ 13.EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF STAINLESS STEEL PULL-OUT TESTING MECHANIC&SYSTEMS - CONSTRUCTION OF RA WORK SHALL BE THE MERESAPPROVEDONSIBILITY OF THE GENERAL CONTRACTOR LI IDENTIFIED THE ON TIHE APPROVED b C G ANCHOR ROD WITH NUTS 8: WASHERS. AN INTERNALLY THREADED REQUIRED PHOTOGRAPHS BUILDING EXECUTION AND SHALL INVOLVE THE FOLLOWING: S INSERT, A SCREEN TUBE AND A EPDXY ADHESIVE. THE ANCHORING 1. IT IS TIHE RESPONSIBILITY OF THE PERMIT APPLICANT TO NOTIFY TIHE BUILDING OFFICIAL OF 1. EXECUTOR O ALL WORK IN ACCORDANCE WITH THE SYSTEM SHALL BE THE HILTI-HIT ENGINEERS AND OR HEQU5 SYSTEMS ADDITIONAL TESTING REQUIRED APPROVED CONSTRUCTION DOCUMENTS. (AS SPECIFIED IN DWG.) OR ENGINEERS APPROVED EQUAL AND INSPECTIONS: 2.INSPECTIONS (X). INSPECTION OF 780 CMR FIRE PROTECTION SYSTEMS AMY BE WITNESSED BY EXECUTION AND CONTROL OF ALL METHODS OF CONSTRUCTION INA SAFE AND SATISFACTORY MANNER IN 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION THE FIRE ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND C OFFICIAL AND INSTALLATION PERMITS ARE REQUIRED FROM THE FIRE DEPARTMENT PER 527 FF-S-325. CROUP N TYPE IO CLASS I, HILTI ACC BOLT III OR CMR. FEDERAL STATUTES AND REGULATIONS. .5. APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE NOTES: 2. INCLUDE NFPA 72 TEST AND ACCEPTANCE DOCUMENTATION 3. UPON COMPLETION OF THE CONSTRUCTION, CERTIFICATION IN Q$ ,gNEL P. Gs MANUFACTURER'S RECOMMENDATIONS. 1. PROVIDED FOR ANY NET! SHOP FABRICATED FRP OR STEEL 3. INCLUDE APPUCABLE NFPA 13, 13R, 13D, 14, 15, 17, 20, 241. ETC. - TEST AND WRITING TO ME REGISTERED DESIGN PROFESSIONAL IN � Ln 2. PROVIDED BY MANUFACTURER, REQUIRED IF HIGH STRENGTH -I ACCEPTANCE RESPONSIBLE CHARGE THAT,AND THE BEST OF THE g M 15. LUMBER SHALL COMPLY WITH TME REQUIREMENTS IO TI1E AMERICAN BOLTS OR STEEL. o PRODUCTS OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST 3. PROVIDED 01' GENERAL CONTRACTOR; PROOF OF MATERIALS. DOCUMENTATION CONTRACTOR'S KNOWLEDGE AND BELIEF, CONSTRUCTION HAS C V 4. INCLUDE NFPA 720 RECORD OF COMPLETION AND INSPECTION AND TEST FORM BEEN DONE IN SUBSTANTIAL ACCORD WITH SECTION 107.6 PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD 4. HIGH WIND ZONE INSPECTION CATS WALLS, OR CAT C.0 5. INCLUDE FIELD REPORTS AND RELATED DOCUMENTATION AND WITH ALL PERTINENT DEVIATONS SPECIFICALLY NOTED. 10.4 7 0 CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL 110MPH INSPECT FRAMING Of WALLS. ANCHORING, THE BUILDING OFFICIAL MAY REQUIRE A COPY OF THIS FASTENING SCHEDULE. 6. WORK SHALL NOT PROCEED, OR BE CONCEALED, UNTIL TIHE REQUIRED INSPECTION HAS BEEN CERTIFICATION. � BE STRUCTURAL GRADE NO. 2 OR BETTER. 5. PS REQUIRED; FOR ANY FIELD CHANGES TO THE ITEMS IN APPROVED BY /� T Q (� THIS TABLE. THE BUILDING OFFICIAL, AND NOTHING WITHIN CONSTRUCTION CONTROL SHALL HAVE THE 16. WHERE ROOF PENETRATIONS ARE REQUIRED, THE CONTRACTOR SHALL EFFECT OF WAIVING TI LIMITING THE BUILDING OFFICIALS AUTHORITY CL ENFORCE THIS CODE WITH 107.8.4 ON SITE PROJECT REPRESENTATION, WHEN APPLICATIONS CONTACT AND COORDINATE RELATED WORK WITH TIHE BUILDING OWNER RESPECT IO EXAMINATION OF THE CONTRACT DOCUMENTS, INCLUDING PUNS, FOR UNUSUAL DESIGNS OR E STANDS OF CONSTRUCTION SPECIAL ARE AND THE EXISTING ROOF INSTALLER. WORK SHALL BE PERFORMED IN NOTES: COMPUTATIONS AND SPECIFICATIONS, AND FIRE INSPECTIONS. FILED. EC WHERE REFERENCE STANDARDS REQUIRE SPECML S MA SUCH A MANNER AS TO NOT VOID AHE EXISTING ROOF WARRANTY. 1. ALL CONNECTIONS TO BE SHOP WELDED B FIELD BOLTED ARCHITECTURAL Q ENGINEERING INSPECTIONS, THE BUILDING ]. ROUGH ANO/OR FINISH INSPECTIONS OF ELECTRICAL, PLUMBING, OR SHEET METAL SHALL BE 217 ESSEX STREET ROOF SHALL BE WATERTIGHT. USING DRAWING A325-% BOLTS, UNLESS OTHERWISE NOTIFIED. REGISTERED MAY REQUIRE OR PRO PROJECT REPRESENTATION BY A INSPECTED 2. SHOP DRAWING ENGINEER REVIEW k APPROVAL REQUIRED PRIOR TO ROUGH AND FINISH INSPECTIONS BY THE BUILDING OFFICIAL REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER IN ADDITION SALEM, MA 01970 17. ALL FIBERGLASS MEMBERS USED ARE AS MANUFACTURED BY BEFORE ORDERING MATERIAL. TO THAT PROVIDED IN SECTION DAILY R THE PROJECT FOR COMPANY OF BRISTOL. IN 24203. ALL DESIGN VIDED IN MEM 3. SHOP DRAWING ENGINEER REVIEW & APPROVAL REQUIRED REPRESENTATIVE SHALL KEEP DAILY RECORDS AND SUBMIT FOR TI MA MEMBERS IS BASED ON INFORMATION PROVIDED IN THE PRIOR TO STEEL FABRICATION. REPORTS AS MAY BE REQUIRED BY THE BUILDING OFFICIAL. UPON DESIGN MANUAL. ALL REQUIREMENTS PUBLISHED IN SAID MANUAL MUST 4. VERIFICATION OF EXISTING ROOF CONSTRUCTION IS REQUIRED PROFESSION OF HTHEAL WORK, FIN REGISTERED DESIGN BE STRICTLY ADHERED T0. PRIOR TO THE INSTALLATION OF RO ROOF PLATFORM. PROFESSIONAL SHALL FILE E FINAL REPORT INDICATING THAT THE ENGINEER OF RECORD IS TO APPROVE EXISTING CONDITIONS WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE 18.NO IL SHOP A BE ORDERED AND EM WORK D BE COMPLETED C ORDER TO MOVE FORWARD. APPROVED PLANS AND THIS CODE. THIS ON TER PROJECT SNml UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED IN 5. CENTERLINE OF PROPOSED STEEL PLATFORM SUPPORT REPRESENTATION REQUIREMENT SHALL IT DETERMINED PRIOR TO WRITING. COLUMNS TO BE CENTRALLY LOCATED OVER TME THE ISSUANCE OF THE BUILDING PERMIT AND SHALL BE A EXISTING BUILDING COLUMNS. REQUISITE FOR THE PERMIT ISSUANCE. REFUSAL BY THE 19 ME CONE OSUBCONTNSCTOR SHALL FIREPROOF ALL STEEL TO PRE-EXISTING 6 REPNRED/REPIAC D A ALL PROPOSED EXISTING BRICK MASONRY DPPLATFORM SUPPORT DENIALF THE NG TO BE APPUCAW TO PPERMIT.ROVIDE ALEHFEES�AND COSTS RICE SHALL EELATEDULT NTO THE POINT. ENGINEER OF RECORD TO APPROVE. 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Z ® \\ // n _ m DAIS DESCRmm B Y N , 1♦ �Eo PO R VEM Hudson 09/22/15 1=0 EGL CGISIRU=M Design Groupuc21AA a10/29/15 REVISED nBERGL GIIMNEY wireless~ 11/10/15 R£ASD FIE R LASS CHIMNEY OMFRIBERGPARRWAY IW305000DSTREn WESIBOROUGH,MA01581 OP� 115 BUILDING RO NORiH,SUUE 3090 TEL 19781557-SSS3 ISc83N3330 iEL N.ANDOVER,MA01815 FAX 197813365596 � v TOP OF ENCLOSURE 'ate -------------------- 01 GI I PROPOSED 2' STD (2-3/8' O.D.) p0 (9'-9' LONG) ANTENNA N _a a I MOUNTING PIPE Z i ° $ 8 Q 1/2't FIBERGLASS PANEL z 70 MATCH EXISTING FACADE ° � LL e H I i I I • u p I I I I I I I I * 1 I I I �� I ® 2nd I I I I 4x4x3/8' HORIZONTAL FRP ®® == SQUARE TUBE (TYP.) w'a O (2) FRP L4z4z1/4' ATTACHED W/ co 1/2'0 FRP BOLT WITH ROYAL '1c w � STRUCTURAL ADHESIVE EXT-300 (TYP.) o ILL, =o ��b Doo 3.. ioi ioi � - 1 4x423/8' z VERTICAL FRP 8 1 I 1 i SQUARE TUBE (TYP.) 1 I 5 t 1 � it o S-5 1 i t I I o 0 0 $-4 1 1 1 1 1 1 I 1 I 1 1 I ;H 1 1 1 1 ~ 7 1 1 1 REMOVE COPING STONE/FLASHING N e i i i FOR FRP INSTALLATION Q G G -H ELI Fr i I I 1 1 f PROPOSED 4x4x3/8' HSS FRAME 1 1 1 1 � fig+ ug 3/4'0 A325 BOLT (TYP.) N c c Q i 32321/4' x l'-O' HSS (TYP. OF 4) - LU W 0 :1 O. Z ♦ n n n D 4 3/4'0 HAS-E ROD W/ HILT) HTI-HY Q �' n 'a e I O O 70 HYBRID ADHESIVE (MIN 6' EMB) TOP OF MOMENTS $ S o FRAME O i� `, O (ttP. OF 4) ;H ____________ ____ ____ _________________________ CUSTOM 'C SHAPE 8x14x1/2' PLATE TOP OF PARAPET, - _____________ I 9x11x1/z' PLATE i -- - -------------- ---------------------------------------"t�1T- . °� w6x24 °-O- --- oma' ANIEL P. �s 41 PROPVERTOSED POST4'x3/8' H55 D o l 0 0 _ ___ O y o M CIV I 2 2 3/8' STIFFENER PLATE o.4 7 0 it 5-5 S 'PF 4' BOTTOM OF REAR ROOF 5 MA If 217 ESSEX STREET I,nyl1 SALEM, MA 01970 u I I /l j BETA & GAMMA ANTENNA GRAPHIC SCAIF Sm3 SECTION DETAIL ° °-4 —4 1' SCALE: 1-1/2" = V-0" S-3 r F- N I U 3 0 ' 3 3/4b HAS-E ROD W/ HILT) HR-HY = u< 'a S-4 1 2'3 FlBERGLASS 70 HYBRID ADHESIVE (MIN 8' EMB) m ax PµEL TO MATCH O 16' O.C. (TYP.) N a n EXISTING FACADE w a \ 4.4x3/8' HSS FRAME Z m o m i O ' \ 83� I I i U a a� 7x69xr PLATE FLESH WATER-TIGHT 3 18 FOR ERR NTALLA ONE/FLASHING LL o 5-10'3 3/4' NON-SHRINK 0 i uu LEVELING GROUT 2'\1,8-3u 2'-9•t Rm 1".'x4-�':� - ® LOCATIONS) b SECURED W/ 5/8'0 THRU-BOLT ® �m a OR BUND BOLT (Tl'P. OF 2 /1I/ ua\ GROUT 3/4' NON-SHRINK a / GROUT AS REQUIRED INTO ®® wa \\ BRICK FACADE °\ NOTE: e °\ G.C. TO REPAIR AND REINFORCE EXISTING O Q a BRICK AREA AS NEEDED TO SUPPORT �O STRUCTURE. E.O.R. TO INSPECT EXISNNG ppm a / MASONRY PARAPET & WALL PRIOR TO m �� u 4x423/8' z VERTICAL FRP STEEL STUB-UP INSTALLATION. =a $fZ ouo au SQUARE TUBE (SHIM AS 89= \ REQUIRED) W/ 3x3x1/4' - o MOUNTING HSS (TYP. OF 3) _o CONNECTION DETAIL r O " GRAPHIC SCALE u M p 3 5-5 424x3/8' HSS FRAME (n g i _ Jq . 4 o EXISTING COPING Q zaa STONE ON PARAPET W REMOVE COPING i O i - k 0 STONE/PLASHING�� ' uoa 3/4'0 FUS H ROD AD HIIV J FOR FRP � i u HR-HY 70 HYBRID ADHESIVE INSTAUATION (MIN a 6 ( 2 C C ' EMB) TYP. OF 4) i ao H ;H "\ F E d $ m M I u PROPOSED 2' STD (2-3/8' O.D.) ------ S$S o iv S-4 O u (9'-9' LONG) ANTENNAc 4 I ' ° MOUNTING PIPE C803.75 - 2'-0' LONG N € g c c vt 316 ' Z aaE p pj�. REMOVABLE FACADE * Q m Z 10 1/2'3 ASS PANEL 3 16 Lu «m e a TO MATCH CH EXI EXISTING FACADE H g \o O ip _ _ CUSTOM 'C SHAPE 821421/2' Z $ B - _ u \ PLATE Q l _ * � 4' i � \\ PROPOSED 4'24'x3/8' HSS i \\ N n m i ® \ VERTICAL POST I ` \ al `\ q i __ ________ ___ _ ;_ _ m i STIFFENER ANIEL P. G 3 8 PLATE p� J' 0 oM f 3/4'0 A325 BOLT -' CIV. wBxza � --- 3/16 3 16 0 5 MA S_5 217 ESSEX STREET ; \\ SALEM, MA 01970 8'3 BETA & GAMMA BASE CONNECTION DETAIL S4PLAN DETAIL �1 SCALE: 3" = l'-O" s-a SCALE: 1 1/2" = 1'-0" S-4 GRAPHIC SCALE GRAPHIC SCALE a o'-Y o'-O o'-e' Y-0' 0 0•-4•a'-8• V-4• 2'-0' 33' 33' II II R II II I' II I II II I II II � noo . 0 m00 m0 ;I O O O P Z j p Z mo m w wm Iljoo ojllll O 9 O 0 III O NI I N -� J O � U O O ZZ '-1 I I am 0 \ __________ _ ______________ _____________ m m _________________ _____ ________ r O r I j yf i A w [x O 11 I µ N -Im b,'o J timAPZ mpg AMA p�ZnO x i ;gF� � w N OAI�ZInO 000 oO �O ON A NJCz i5 x x OIm�A A tD OEM xS� Dµ 4 vy 00 w w 012Z11 o i vy yO y y \ 9p Am.T i : ml�iy pZ \ Oamm DV1\ 8 00 : Zm m K p6 �I 1oi1 ,A 29 o, Z� `u� go o Sz cizzi 81Izi1 i� x r7 ZW mg p m8 p of z � x � m 3 3' 3' w 0 n W m00 Wm0 - 09 abn ® ----------- ZZ -+ m ----- --- ---- --- ---- ------------ „' 'o b m y C I O K A x N w Z y N 9 N 12�n O 'M' mO In !� Z ' ' y U N " mom (' w o \ I'f1F1 I ---------- ---- O ZO m ' D ' D0O r `� Z '0 ZD MZ x il x 8-7� x ? mx w m CN 8 k v o O Z I I m A =� Z OO Z8:3� it I�.. E 2 N S ;x IqA L D M m� 0 m c yz Oi m ') zR p w m ' c i ox NW Nu Aw e m i cA 02 O • f mPq y� F, a °MMON FOR CONSTRUCTION �� z ANTENNA STRUCTURAL DETAILS PREPMEp BY: ® PREPMfa FOR: N ^ f1l DAM06CXIPfION w CNK APP'D `��\,///// M1 J r 09/11/14 IMED FOR 1 Es NSE JK ON Hudson . x p o 1 09/22/1515511m FOR coHsmucnoH Hs dx ON Design Groupuc 0�/1 a� 1 10%19/15 RINSED n9ERG.<e CMMMEY HSE a ONVBI' iwireless 1p.1~I �' q�7 3 11/10/15 f1N5m nBFA01A59 CHIMNEY M A ON 400 FRIBERG PAFFWAY Jm f W p GOOD SiREn WFSIBOROIIGH,MA 01581 py 11�J BIIILOING A NORTH,51111E WK TEL 19)BI55]-5553 ..ANDOVER..016,5 FAX655 '.191813306 15001330-3330TEL J '^ 1 l 1 �\ \ -------------- /� µ ^ nN 111 °E n � L/ nmm w ' mm o oz u nZ AA >0 � >0 � ° Z1IZ � rDO omaoF" M a_ a ITFH—H H H H H H H Irn N_ I G ---------------------M N O I — I µ I O M- 11 N I 1 I N u e' • I O $$II µ 1 m5d 17$ n� u ti SE _2 u u u --------------- -- -- — 000 -- A m vi N N I P 1 4 V V N I A N 32•_8• °MMON n FOR CONSTRUCTION N o D GENERATOR STRUCTURAL SECTIONS PREPARED BY: PREPARED FOR: \ / m _ � m OB an: DEscRlmox wcNx rRP'O N V r W/12/14 ISSUED FOR Ns REVIEW Jx OR H Hudson10 M/22/15 IME) FOR COn51RUCfION NS 3X DPH Design Group. AM V 1 wirele$$ O a� z 10/25/15 RMM n6EROlA55 CHIMNEY NS .M DMR 3 11/10/15 RENsED FIBERC1ASs CHIMNEY Its J% OPH nM fRIB FRG PARKWAY p rrml R �`0 BUIL NGCNDSTE ORIHf5MEI090 TEL: (9)8)SSJ-55$3 WE5180ROUGH.MA01581 5081330-3330 TEL N.ANDOVER,.01W FAX:19]01336-5586 0 - � v � 3E� H deo cn po'R =m c12x2o.7 --- — -- Z pia / 5 7 o $a 3/4'012p5-X M13U - BOLTS `1.I v .) 5/8'0/8.0 HILTI HR-HY 70 W10z22 HYBRID ANCHOR (MIN rc 6- EMBEDMENT)(TYP.) O E! 8'x4'%5/8' � L4x4x}' LL � 8'x4'%5/8' PLATE O PLATE 3/4.0 A325-X R6x6z1/2' BOLTS (TYP.) _ * / W10x22 3 16 3 16Fa O 3 18 O / 5/8.0 HILT HR-HY 70 0 a ALL HYBRID ANCHOR (MIN 8' c „a EMBEDMENn(1YPJ / 2 p oRo gzo GENERATOR GENERATOR CONNECTION DETAIL X11 CONNECTION DETAIL SCALE3” = 1.-0'• 5-7 SCALE: 3" = 1'-0" GRAPHIC SCALE GRAPHIC SCALE 0 0'-2'0'-C 0'-8' 1'-0' 0 0'-2'0'-4' 0'-8' 1'-0' e c F F ci) I J W10x22 Q I F i WD •• L3x3z1/4 z 8' LONG J Q Q 3/4.0 A325-X BOLTS (TYP.) Q U Q PLATE z3/8' N 5 4-x4-x1/4- HSS t1 1/2' t7. t1 1/2' t1 1/2' t7' t1 1/2' \ 6'x10'x3/8' 5k10'0/8' W PUTS Fq W10x22 EXISTING BEAM PROPOSED FLASHINGCD S BELOW (VA.F.) PER MANUFACTURER'S PLATESPECIFICATIONS O4'x4'x1/4' HSS O O ------------ 4'x4'x1/4' HSS --_= - ---- ---- ----- ---- f S�cya --- ----- ----- ---- - -------- oANIEL P. u, 3/4'0 A325-X PROPOSED 3/4'0 1 M ------- -------- BOLTS (TYP.) BLIND BOLTS. SHEREX 5'x10'%3/8' o C HDS-7500-3.40 OR PLATE i 318 q 3 16 APPROVED EQUAL 0,4 0 N NOTE: PROPOSED 3/4.0 SEE 4/S-5 FOR i BUND BOLTS. SHEREX OTHER CONNECTION 1 HDS-7500-5.40 OR DETAIL I APPROVED EQUAL 5 GENERATOR TOP PLATE GENERATOR BOTTOM PLATE A I EXISTING BEAM 2n SEX ESSMTREET 1 CONNECTION DETAIL � CONNECTION DETAIL 4 1 BELOW (V.I.F.) SALEM. MA 01970 SCALE: 3" = 1'-0" S-7 SCALE: 3" GRAPHIC SCAL GRAPHIC SCALE 1 0 0'-2'O'-P 0.-1. 1'-0. a o'-Y a'-C 1.-,. 1'_0' EXISTING COLUMN GENERATOR BELOW (VI.E.) CONNECTION DETAIL SCALE: 3" = 1'-0" S-7 Sm7 GRAPHIC SCALE ' 0 0•_2.0•_4• 0'-8' 1'-0' Z FM 200 CLEAN AGENT FIRE SUPPRESSION SYSTEM O H 1. FURNISH AND INSTALL A'70TAL FLOOD'CLEAN AGENT FIRE SUPPRESSION SYSTEM WITH AUTOMATIC DETECTION AND CONTROL. I..� 2. THE DESIGN,EQUIPMENT,INSTALLATION,TESTING AND MAINTENANCE OF THE CLEAN AGENT SUPPRESSION SYSTEM SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS SET FORTH IN THE LATEST EDITION OF THE FOLLOWING CODES AND SIMPLEX MONITOR TO SHUNT TRIP IN V STANDARDS: MODULE FOR ALARM BREAKERAT 3 _ 2.a. NFPA NO.2001-CLEAN AGENT FIRE EXTINGUISHING SYSTEMS AND TROUBLE ELECTRICAL SERVICE 2.b. NFPA NO.70-NATIONAL ELECTRICAL CODE 2.0. NFPA NO.72-STANDARD FOR PROTECTIVE SIGNALING V PROPOSED TELCO 2.tl. FACTORY MUTUAL APPROVAL GUIDE FM200SYSTEM N o 2.e. UL LISTINGS I FM-200 TANK & CONTROL PANELVALVE p C 2.f. REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION(AHJ).THE STANDARDS LISTED,AS WELL AS ALL OTHER APPLICABLE MM MM m CODES,STANDARDS,AND GOOD ENGINEERING PRACTICES SHALL BE USED AS'MINIMUM-DESIGN STANDARDS. 3. THE SUPPRESSION SYSTEM INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS AND APPLICABLE /1 STANDARDS.SHOULD A CONFLICT OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS,THE SPECIFICATIONS SHALL PREVAIL. V 4. INSTALLATION SHALL CONSIST OF THE FOLLOWING: 4.a, A COMPLETE OPERATIONAL FM 200 SYSTEMS (1 O LL 4.b. NEW SMOKE DETECTORS IONIZATION L BUILDING FIRE 4.G. POWER FM 200 SYSTEMS CONTROL PANEL FROM SMOKE DETECTION CIRCUIT. - - LL SMOKE DETECTOR TO VERIZON N AUDIBLE/STROBE IN w 4.tl. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC BELECTRICAL POWER SUPPLIES. MONITOR POINTS SERIES WITH EXISTING a 4.e. CONNECTION TO VERIZON WIRELESS MONITOR POINTS. CIRCUIT n S. THE MANUFACTURER OF THE SUPPRESSION SYSTEM HARDWARE AND DETECTION COMPONENTS SHALL BE ISO 9000 REGISTERED. ` 6. ALL DEVICES,COMPONENTS AND EQUIPMENT SHALL BE THE PRODUCTS OF THE SAME MANUFACTURER. 7. ALL DEVICES,COMPONENTS AND EQUIPMENT SHALL BE NEW,STANDARD PRODUCTS OF THE MANUFACTURER'S LATEST DESIGN AND PHOTOELECTRIC SUITABLE TO PERFORM THE FUNCTIONS INTENDED. SMOKE DETECTOR K ALL DEVICEINSTALLING CONTRACTOR ONTR CTO SHALL BE UJL BY UP APPROVED. P �m 9. THE SYSTEMS.THE I COALLING O NTSHALLCO S TRAINED BE EX ERIENER TO DESIGN,INSTALL, GAGED IEST MAINTAIN FIREINSTALLATION SUPPRESSION -� ® �5 SYSTEMS.THE INSTALLING CONTRACTOR SMALL BE AN EXPERIENCED FIRM REGULARLY ENGAGED IN THE INSTALLATION OF �^ AUTOMATIC CLEAN AGENT.OR SIMILAR,FIRE SUPPRESSION SYSTEMS IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES AND -- STANDARDS.THE INSTALLING CONTRACTOR MUST HAVE A MINIMUM OF ENE(5)YEARS EXPERIENCE IN THE DESIGN,INSTALLATION DISPERSION (� DISCHARGE SYSTEM MANUAL ®® d AND TESTING OF CLEAN AGENT,OR SIMILAR,FIRE SUPPRESSION SYSTEMS. NOZZLE DISCHARGE AND LL 10. THE INSTALLING CONTRACTOR SHALL SUBMIT DRAWINGS,CALCULATIONS AND SYSTEM COMPONENT DATASHEETS FOR APPROVAL ------- ABORT SWITCH TO THE LOCAL FIRE PREVENTION AGENCY,OWNER'S INSURANCE UNDERWRITER,AND ALL OTHER AUTHORITIES HAVING JURISDICTION / C BEFORE STARTING INSTALLATION.SUBMIT APPROVED PLANS TO THE ARCHITECT/ENGINEER FOR RECORD. -- ----- ------------ --- Op 11. THE SYSTEM SHALL PROVIDE A FM-200 MINIMUM DESIGN CONCENTRATION OF 7.2%BY VOLUME.SYSTEM DESIGN SHALL NOT EXCEED to 11. VY G„m 10.5%FOR NORMALLY OCCUPIED SPACES WITH RETENTION TIME OF IO MINUTES. 12. THE SYSTEM SHALL BE COMPLETE IN ALL WAYS.IT SHALL INCLUDE ALL MECHANICAL AND ELECTRICAL INSTALLATION,ALL DETECTION Go 4 AND CONTROL EQUIPMENT,AGENT STORAGE CONTAINERS,FM-200 AGENT,DISCHARGE NOZZLES.PIPE AND FITTINGS,MANUAL T I =o $Rg RELEASE AND ABORT STATIONS,AUDIBLE AND VISUAL ALARM DEVICES,AUXILIARY DEVICES AND CONTROLS,SHUTDOWNS,ALARM „u o INTERFACE,CAUTION/ADVISORY SIGNS,FUNCTIONAL CHECKOUT AND TESTING,TRAINING AND ALL OTHER OPERATIONS NECESSARY °o FOR A FUNCTIONAL,UL LISTED AND/OR FM APPROVED FM-200 CLEAN AGENT SUPPRESSION SYSTEM. =y 13. PROVIDE TWO(2)INSPECTIONS DURING THE FIRST YEAR OF SERVICE.INSPECTIONS SHALL BE MADE AT 6-MONTH INTERVALS COMMENCING WHEN THE SYSTEM IS FIRST PLACED INTO NORMAL SERVICE. 14. THE SYSTEM SHALL BE ACTUATED BY A COMBINATION OF IONIZATION AND PHOTOELECTRIC DETECTORS INSTALLED FOR MAXIMUM AREA COVERAGE OF 250 SQ.FT.(23.2 M2)PER DETECTOR.DETECTORS SHALL BE CROSS-ZON ED DETECTION REQUIRING TWO u DETECTORS TO BE IN ALARM BEFORE RELEASE. 15. AUTOMATIC OPERATION OF PROTECTED AREA SHALL BE AS FOLLOWS: u ACTUATION OF(1)DETECTOR WITH THE SYSTEM SHALL: a. ILLUMINATE THE-ALARM'LAMP ON THE CONTROL PANEL FACE. FM-200 DESIGN FM200 PLAN b. ENERGIZE A VISUAL INDICATOR. g x G. TRANSMIT A SIGNAL TO VERIZON WIRELESS MONITOR POINT. VOLUME:APPROX.2,200 CUBIC FEET SCALE: 1 2 =1 -0 FP-1 tl. TRANSMIT A SIGNAL TO THE BUILDING FIRE ALARM SYSTEM. MINIMUM AGENT FOR 7.2%CONCENTRATION:75 LB. ACTUATION OF A 2ND DETECTOR ON A SECOND ZONE SHALL: CYLINDER SIZE:13W NOTES: a ILLUMINATE THE'PRE-DISCHARGE"LAMP ON THE CONTROL PANEL FACE. 1J'z VALVE ASSEMBLY 'm 4 I. ENERGIZE A PRE-DISCHARGE LAMP ON THE CONTROL PANEL. LOWPRESSUREASSEMBLY 1. ALL EQUIPMENT NOT SHOWN FOR CLARITY 9. START TIME-DELAY SEQUENCE(NOT TO EXCEED 60 SECONDS). LOWPRIQUID ESUREVEL SENSOR h. SYSTEM ABORT SEQUENCE IS ENABLED AT THIS TIME. BURST DISC 2. PROPOSED ROOM SHALL BE 2 HOUR FIRE RATED,NO SPRINKLERS IN DATA ROOM. AFTER COMPLETION OF THE TIME-DELAY SEQUENCE THE FM 200 CLEAN AGENT SHALL DISCHARGE AND THE FOLLOWING SHALL OCCUR: CLASS C FIRE Z I. ILLUMINATE A'SYSTEM FIRED"LAMP ON THE CONTROL PANEL FACE. j. SHUTDOWN OF ALL POWER TO HIGH VOLTAGE EQUIPMENT. V 360 DEGREE NOZZLE k. SHUTDOWN DC POWER TO SHUNT TRIP BREAKER. I. CLOSE VENT DAMPERS. - d m. TRANSMIT A SIGNAL TO VERIZON WIRELESS MONITOR POINT, p n. ENERGIZE A VISUAL INDICATOR OUTSIDE THE ENCLOSURE. SIMPLE% MONITOR MODULE (TROUBLE) 16. THE SYSTEM SHALL BE CAPABLE OF BEING ACTUATED BY MANUAL DISCHARGE DEVICE LOCATED AT EXIT DOOR.OPERATION OF A SIMPLEX MONITOR MODULE (ALARM) MANUAL DEVICE SHALL DUPLICATE THE SEQUENCE DESCRIPTION ABOVE EXCEPT THAT THE TIME DELAY AND ABORT FUNCTIONS TE INTO BUILDING / SHALL BE BYPASSED.THE MANUAL DISCHARGE STATION SHALL BE OF THE ELECTRICAL ACTUATION TYPE AND SHALL BE SUPERVISED ELECTRICAL FRE ALARM TELCO ALARM BOX V AT THE MAIN CONTROL PANEL. 17. CONTAINER SHALL BE SUPER-PRESSURIZED WITH DRY NITROGEN TO AN OPERATING PRESSURE OF 360 PSI @700F(24.8 BAR AT 20 SHHUNTUNT SPOWER TRIP IN BUILDING MM MM INDOOR HVAC UNIT o OC).CONTAINERS SHALL BE OF HIGHSTRENGTH LOW ALLOY STEEL CONSTRUCTION AND CONFORM TO NFPA 2001. 4B VOLT RECTIFIERS HVAC CONTROLLER CONNECT NC 18. CONTAINER SHALL BE ACTUATED BY A RE-SETTABLE ELECTRIC ACTUATOR WITH MECHANICAL OVERRIDE LOCATED AT AGENT EMERGENCY SHUTDOWN ELECTRIC ROOM TEL/COM ROOM CONTACT ACROSS INPUT. CONTAINER. K' 19. CONTAINER SHALL HAVE A PRESSURE GAUGE AND LOW PRESSURE SWITCH TO PROVIDE VISUAL AND ELECTRICAL SUPERVISION OF TEL/COM ROOM a THE CONTAINER PRESSURE.THE LOW-PRESSURE SWITCH SHALL BE WIRED TO THE CONTROL PANEL TO PROVIDE AN AUDIBLE AND MANUAL FM 200 CONTROL PANEL VISUAL'TROUBLE'ALARMS IN TH E EVENT THE CONTAINER PRESSURE DROPS BELOW 247 PSI(1 7BAR).THE PRESSURE GAUGE SHALL p F P M DISCHARGE rc BE COLOR CODED TO PROVIDE AN EASY,VISUAL INDICATION OF CONTAINER PRESSURE. LOW LEAH DAMPERS 20. CONTAINER SHALL HAVE A PRESSURE RELIEF PROVISION THAT AUTOMATICALLY OPERATES BEFORE THE INTERNAL PRESSURE OUTSIDE ROOM EXCEEDS 750 PSI(51]BAR). LOW PRESSURE SWITCH 21. ENGINEERED DISCHARGE NOZZLES SHALL BE PROVIDED WITHIN THE MANUFACTURER'S GUIDELINES TO DISTRIBUTE THE FW200 EM 200 SOLENOID VALVE �xw AGENT THROUGHOUT THE ENCLOSURE. A ABORT STATION 22. DISTRIBUTION PIPING,AND FITTINGS,SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS,NFPA 2001 AND APPROVED PIPING STANDARDS AND GUIDELINES.ALL DISTRIBUTION PIPING SHALL BE INSTALLED BY QUALIFIED INDIVIDUALS USING ACCEPTED PRACTICES AND QUALITY PROCEDURES.ALL PIPING SHALL BE ADEQUATELY SUPPORTED AND ANCHORED AT ALL DIRECTIONAL CHANGES AND NOZZLE LOCATION. 23. THE CONTROL PANEL SHALL BE A PER RELEASING PANEL SUPPLIED BY FM-200 SYSTEM.THE CONTROL SYSTEM AND ITS FIRE ALARM NOTES: ie COMPONENTS SHALL BE UL LISTED AND FM APPROVED FOR USE AS A LOCAL FIRE ALARM SYSTEM WITH RELEASING DEVICE SERVICE. ` THE CONTROL SYSTEM SHALL PERFORM ALL FUNCTIONS NECESSARY TO OPERATE THE SYSTEM DETECTION,ACTUATION AND 1. INSTALL AS REQUIRED BY FIRE DEPARTMENT AND NATIONAL FIRE CODE. AUXILIARY FUNCTIONS. REGISTERED ENGINEER 24. THE CONTROL SYSTEM SHALL INCLUDE BATTERY STANDBY POWER TO SUPPORT 24 HOURS IN STANDBY AND 5 MINUTES IN ALARM. 2. ALL FIRE ALARM EQUIPMENT,CONDUIT WIRING SIZES,QUANTITIES,TYPES AND LOCATIONS SHALL BE VERIFIED AND APPROVED BY 25, THE DETECTORS SHALL BE SPACED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND THE LOCAL FIRE DEPARTMENT PRIOR TO INSTALLATION. SALEM 5 MA GUIDELINES OFNFPA72. 26. ALL SYSTEM WIRING SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. 3. THE MANUAL DISCHARGE PULL STATION SHALL BE DIFFERENT IN APPEARANCE FROM BUILDING FIRE ALARM SYSTEM.LABEL 217 ESSEX STREET 27. ALL WIRING SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING(EMT),OR CONDUIT,AND MUST BE INSTALLED AND KEPT 'FM-200 MANUAL DISCHARGE'. SALEM, MA 01970 SEPARATE FROM ALL OTHER BUILDING WIRING. 4, THE FM-200 HORN/STROBE UNITS SHALL BE DIFFERENT COLOR AND DISTINCT SOUND FROM THE BUILDING FIRE. 28. AFTER THE SYSTEM INSTALLATION HAS BEEN COMPLETED,THE ENTIRE SYSTEM SHALL BE CHECKED OUT,INSPECTED AND FUNCTIONALLY TESTED BY QUALIFIED,TRAINED PERSON NEL,IN ACCORDANCE WITH THE MANG FACTURER'8 RECOMMENDED S. ALARM SIGNAL DEVICES.EXTERIOR HORN/STROBE SHALL BE LABELED'FM-200 DISCHARGE'. PROCEDURES AND NFPA STANDARDS. 29. PRIOR TO FINAL ACCEPTANCE,THE INSTALLING CONTRACTOR SHALL PROVIDE OPERATIONAL TRAINING TO VERIZON WIRELESS 6. POST FM-200 SYSTEM SEQUENCE OF OPERATIONS AND OPERATIONAL INSTRUCTIONS ADJACENT TO FM-200 CONTROL PANEL. PERSONNEL.EACH TRAINING SESSION SHALL INCLUDE CONTROL PANEL OPERATION,MANUAL AND ABORT FUNCTIONS,TROUBLE PROCEDURES,SUPERVISORY PROCEDURES,AUXILIARY FUNCTIONS AND EMERGENCY PROCEDURES. 30, ALL TESTING SHALL BE IN ACCORDANCE WITH NFPA 2001,APPENDIX B. 31. THE FM 200 SYSTEM COMPONENTS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE WARRANTED AGAINST DEFECTS IN FM 200 WIRING DIAGRAM r2 FPml DESIGN,MATERIALS AND WORKMANSHIP FOR THE FULL WARRANTY PERIOD WHICH IS STANDARD WITH THE MANUFACTURER,BUT IN NO CASE LESS THAN ONE(1)YEAR FROM THE DATE OF SYSTEM ACCEPTANCE. SCALE: NTS FP-7 Z PLUMBING NOTES O 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING EQUIPMENT SHOWN ON THE DRAWINGS AND HEREIN L SPECIFIED.EQUIPMENT ITEMS NOT SHOWN OR CALLED FOR SUCH AS FITTINGS,VALVES,HANGERS,ETC.SHALL ALSO BE = 3 INSTALLED TO MAKE A COMPLETE AND WORKABLE PLUMBING SYSTEM. >o uZw 2 THE WORK SHALL INCLUDE,BUT NOT NECESSARILY LIMITED TO THE FOLLOWING 3. A.NAME TAGS. L mo 4. THE FOLLOWING WORK IS TO BE DONE BY OTHER TRADES: O ` 4.1. EXCAVATION 8 BACKFILL S 3 4.2. CONCRETE WORK 1502' U 4.3. PAINTING I y1� 4.4. ACCESS PANELST R 4.5. CUTTING AND PATCHING o �� 5 E x $ E E T O o 4.6. ELECTRICAL WIRING al S E $ LL o 5. OBTAIN AND PAY FOR All REQUIRED TEST,PERMITS,INSPECTIONS AND BACK CHARGES. nN w 6. ALL WORK SHOWN ON THE PLANS IS INTENDED TO BE APPROXIMATELY CORRECT TO SCALE,BUT FIGURED DIMENSIONS AND r n DETAILED DRAWINGS ARE TO BE FOLLOWED IN EVERY CASE.THE DRAWINGS SHALL BETAKEN INA SENSE AS DIAGRAMMATIC. R METHODS OF RUNNING PIPES ARE SHOWN BUT IT IS NOT INTENDED TO SHOW OFFSETS AND FITTINGS,OR EVERY STRUCTURAL DIFFICULTY THAT MAY BE ENCOUNTERED. Rm ]. MATERIAL,INSTALLATIONS AND WORKMANSHIP SHALL BE IN FULL ACCORD WITH THE MOST MODERN PLUMBING CONSTRUCTION REQUIREMENTS.ALL MATERIALS SHALL BE NEW,UNLESS NOTED OTHERWISE.THIS CONTRACTOR SHALL COMPLY WITH ALL m LOCAL,STATE,BOCA AND NATIONAL CODES. w ®® w< B. THIS CONTRACTOR SHALL INSPECT THE SITE AND SHALL INVESTIGATE ALL CONDITIONS UNDER WHICH HIS WORK WILL BE PERFORMED.HE SHALL COORDINATE HIS WORK SO THAT IT DOES NOT INTERFERE WITH THE WORK OF OTHER TRADES AND THE ® .- W C G gLL GENERAL CONTRACTORS BUILDING SCHEDULE. O o N� ,a 9. THE CONTRACTOR SHALL GUARANTEE HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE.IF ANV1 DEFECTS IN MATERIALS OR WORKMANSHIP OCCUR WITHIN THIS PERIOD,THEY SHALL BE CORRECTED AT NO ADDITIONAL COST _ TO THE OWNER. L& 10. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH THREADED MALLEABLE IRON FITTINGS.ALL GAS PIPING SHALL BE PAINTED YELLOW. p - ry p I I(pklll ® 89< 11. GAS COCK SHALL BE WATTS REGULATOR SERIES GBV APPROVED GAS BALL VALVE. N2� Gam} 12. EACH ABOVE GROUND PORTION OF THE GAS PIPING SYSTEM UPSTREAM FROM EACH EQUIPMENT SHUTOFF VALVE SHALL BE p ELECTRICALLY CONTINUOUS AND BONDED TO ANY GROUNDING ELECTRODES. ® ® ® w HOIST OTHER 1 13. REQUIREMENTS FOR THE I STALL TION OF ALL PLUMBINGSTRUCTURALEQUIP SUPPORTS,RIGGING SLEEVES,LADDERS, IS REQUIREMENTS FOR THE INSTALLATION OF ALL PLUMBING EQUIPMENT. 14. FURNISH AND INSTALL NAME TAG ON GAS PIPING.NAME TAG SHALL BE METAL STAMPED WITH WIRE ATTACHMENT STATING p ® d @ s EQUIPMENT SERVED, 1 15. COORDINATE GAS SERVICE WORK WITH GAS CO. 16. THE EMERGENCY GAS SHUTOFF VALVE SHALL BE NORMALLY CLOSED GAS VALVE 120 VOLT,ASCO MODEL 8040,2'. Z / ❑ ® L----- T N _ / a ED / a / 4�� I� '1�II��/�I p // PROPOSED N GENERATOR ON Elf Q 0 // � ROOF(361 CFH) �. GAS PIPING TO RUN / 1Y,'G(361 CFH)TO Z ALONG SIDE OF PROPOSED GENERATOR W m BUILDING TO ROOF NEW%-G(361 CFH)TO / 3 PROPOSED GAS BOOSTER LOCATED ON PROPOSED GAS BOOSTER 2 / STEEL PLATFORM ON ROOF TO PROVIDE 1 Jd \\\$& GENERATOR ON ROOF / REQUIRED PRESSURE OF]-11-WG FOR EXISTING GAS TO / GENERATOR(SEE P-2) o BOILER IN BASEMENT ® "0 i 1Ya'G(361 CFH)RISER / NEW 1Ya'GAB PIPING RUN ALONG ALONG FACADE OF ROOF TO PROPOSED GAS BOOSTER BUILDING TO ROOF ® EXISTING GAS TO BOILER CTE GAS SERVICE PROPOSED NEW GAS METER LOCATED IN BASEMENT WINEW IY-G(361 CFH) SET BY GAS CO.(361 CFH) ------------------------J - EXISTING METER m—m EXISTING INCOMING LOW GENERATOR SPECIFICATIONS EXISTING INCOMING EXISTING GAS METER Woo. PRESSURE NATURAL GAS MAKE: MTU Energy Onsite LOW PRESSURE SERVICE MODEL: 30-GC6NLT1 NATURAL GAS SERVICE NEW GAS METER SET KW: 30 . BY GAS CO.(361 CFH) HZ: 60 (SEE RISER DIAGRAM) GAS RISER DIAGRAM �z� GAS PRESSURE: 7•-1 r"W.C. SCALE: NTS P-1 GAS LOAD: 361 CFH PLUMBING OVERALL PLAN REGISTERED ENGINEER SCALE: 1/8"=1'-0" - P-1 SALEM 5 MA 217 ESSEX STREET SALEM, MA 01970 REFER TO 'A' DWGS FOR LATEST LAYOUT P-1 Z _O y PACKAGED SIMPLEX GAS BOOSTER SYSTEM SPECIFICATION CENTRIFUGAL GAS BOOSTER SYSTEM r V ,L 1. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE U.L.LISTED,FACTORY BUILT,ENCLOSED,PACKAGED,SIMPLEX GAS BOOSTER SYSTEM WITH UPS BACKUP WHICH SHALL BE CAPABLE OF DELIVERING A VARIABLE VOLUME OF NATURAL GAS TO A MAXIMUM OF 785 CFH WHILE PROVIDING AN ELEVATED DIFFERENTIAL GAS PRESSURE OF UP TO 11 << W.C. 2. THE SYSTEM SHALL CONTAIN ALL THE NECESSARY COMPONENTS INCLUDING A HERMETICALLY SEALED GAS BOOSTER PUMP.F.M APPROVED CHECK VALVES,ISOLATING VALVES, •r�/� a j PRESSURE SWITCHES,PRESSURE RELIEF VALVE/REGULATOR,AND CONTROLS REQUIRED TO PROVIDE A COMPLETELY AUTOMATIC OPERATING SYSTEM IN FULL ACCORDANCE (n WITH THE LATEST LOCAL UTILITY COMPANY REQUIREMENTS.THE GAS BOOSTER SHALL BE U.L.LISTED AND BE OF THE HERMETICALLY SEALED,SINGLE STAGE,CENTRIFUGAL TYPE z p WHICH SHALL INCLUDE A MAGNETIC COUPLED,3600 RPM TEFC MOTOR,OPERATING ON 115 VOLT 1 PHASE POWER. Z - 3. THE BOOSTER SYSTEM SHALL BE LOCATED ON THE ROOF AS NOTED ON THE PLANS.THE UPS SYSTEM SHALL BE LOCATED IN NEMA 3R ENCLOSURE UNDER POWER DISTRIBUTION O S; PANEL MOUNTED TO UNISTRUT. U 4. THE PACKAGE SIMPLEX GAS BOOSTER SYSTEM SHALL BE EQUIVALENT TO ECLIPSE COMPAQ MODEL MD101-UPS WITH#100224279 UPS AND OUTDOOR ENCLOSURE. PIPING MANIFOLDS AND BYPASS LOOP O LL o 1. THE COMPLETE PACKAGED GAS BOOSTER SYSTEM SHALL BE PRE-PIPED,ASSEMBLED,PAINTED AND WIRED ON A STEEL BASE AND SHALL INCLUDE FACTORY BUILT PIPING MANIFOLDS FOR THE INLET,DISCHARGE AND BYPASS LOOP OF THE BOOSTER.THE MANIFOLDS SHALL BE PROPERLY PRESSURE TESTED AND SHALL INCLUDE ALL w APPROPRIATELY SIZED SYSTEM COMPONENTS, n SIMPLEX GAS BOOSTER CONTROL SYSTEM y 1. TO RUN THE MERSYSTEMNCY GE ERATOE A MICROPROCESSOR BASED CONTROL SYSTEM WHICH SHALL BE DESIGNED TO AUTOMATICALLY OPERATE THE GAS BOOSTER ON A CALL �m TO RUN THE CTBT EMERGENCY GENERATOR. O 2. THE CONTRACTOR SHALL WIRE APHYSICAL DRV-CONTACT CLOSURE INTERLOCK WITH GENERATOR AND EMERGENCY GAS SHUTOFF SWITCH TO PROVIDE STARTISTOP SIGNALS FOR m THE GAS BOOSTER. ®® W a 3. THE CONTROL SYSTEM SHALL INCLUDE AN ENCLOSURE WITH REQUIRED MOTOR CONTRACTOR,FUSIBLE DISCONNECT SWITCH, SELECTOR SWITCH,INDICATING LIGHTS, ALARM BELL SILENCING SWITCH,AND GAS PRESSURE SWITCHES.UPS/BATTERY BACK-UP POWER MODULE NECESSARY TO RUN THE GAS BOOSTER FOR A MAXIMUM OF] AN RUNT MINUTES ON AN INTERRUPTION OF MAIN POWER IN ORDER TO ALLOW THE GENERATOR TO BEGIN OPERATION. C n o 0 o R DESIGN,COORDINATION FIELD SUPPORT AND QUALITY ASSURANCE '�� ^o 1. TO ENSURE DESIGN INTEGRITY THE GAS BOOSTER SYSTEM SHALL BE COMPLETELY TESTED AT THE FACTORY PRIOR SHIPMENT TO THE JOB SITE WITH A WRITTEN CERTIFICATION '7q ^p OF PERFORMANCE xa pzp 2. THE BOOSTER MANUFACTURER SHALL PROVIDE ALL REQUIRED FIELD SERVICE ASSISTANCE FOR INSTALLATION SUPERVISION,EQUIPMENT STARTUP,AND ONE(1)YEAR o?o WARRANTY SERVICE. to _ �m No o �a 3 x PRESSURE GAUGE TEST TAP EMERGENCY SHUTOFF VALVE m @ ISOLATING NORMALLY CLOSED GAS VALVE. BALL VALVE ECLIPSE CHECK VALVE ASCO MODEL 8040,2',120 VAC J GAS F N W C a, INTERRUPT RUN CIRCUIT w LOW DISCHARGE GAS 2 y PRESSURE PRESSURE SWITCH AUTO m 00 GAUGE RESET,MODEL No,DARL ^z m DUNGS GML A4-05 FLEXIBLE m ISOLATING J F BALL VALVE COUPLING GAS FIRED EMERGENCY (� GENERATOR 361 CFH @ UNION T Q GAS I Tl COCK UNION o GAS Ir�� I OUT ISOLATING LOCKUP 6"DRIP 8 BALL VALVE REGULATOR LEG L I SEND SIGNAL TO OPERATE BOOSTER FOR GENERATOR rvA RUNNING vxaer a GAS BOOSTER PIPING DIAGRAM SCALENTS P-2 REGISTERED ENGINEER SALEM 5 MA 217 ESSEX STREET SALEM, MA 01970 P-2 MECHANICAL NOTES Z O H DESIGN CRITERIA CONDENSING SUMMER:MMER: OUTSIDE TEMPERATURE: 88 FOB FWB 50% r L INSIDE TEMPERATURE: 78 FOB 50% RH UNITS MOUNTED WINTER: OUTSIDE TEMPERATURE: 9 FOB o ON SLEEPERS INSULATE SUCTION UNE INSIDE TEMPERATURE: 65 FDB ;¢ SEE A-2 FOR W/INSULATION & PAINT w LOCATION WITH 'LIV' INHIBITOR PAINT 1. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE a AH WITH THE CURRENT ASHRAE AND INDUSTRIAL STANDARDS, i/� p REFRIGERANT PIPING ELECT. 2 2. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND z CONDUITS INSTALL PERR MANUF. RECOMMENDATIONS LOCAL BUILDING CODES AND FEDERAL CODES HAVING JURISDICTION U OVER THE CONSTRUCTION. ' 4- O �3_ INSTALL UQUID LINE MOISTURE 3. CONTRACTOR-SHALL EXAMINE THE PROJECT SITE AND DISCUSS U INDICATOR SIGHT GLASS GENERAL REQUIREMENTS OF BUILDING AND WORK PERFORMANCE /M� VIBRATION PADS WITH THE PROJECT MANAGER. CONTRACTOR SHALL COORDINATE I= E HIS WORK WITH THE WORK OF OTHERS ON THE PROJECT. 4 (TYP-) PROPOSED AIR CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND PROVIDE O PROPOSED P.T. HANDLER UNIT ALL LABOR AND MATERIALS TO MAKE A WORKABLE AND USABLE PM WOOD SLEEPERS IN EQUIPMENT SYSTEM. a ROOM (TYP. OFI w 4. CONTRACTOR IS TO REPORT TO CONSTRUCTION MANAGER ANY u 2) - OBSERVATIONS OR CONDITIONS WHICH ARE DISCOVERED IN THE _ BUILDING WHICH WOULD PREVENT THE FULLEST USE OF THE HVAC FF!!------�� SYSTEM. CONDENSING UNIT �1 it 5. CONTRACTOR SNA L ARRANGE AND PAY FOR ALL FEES, PERMITS, 9111 �2 SCALE: N.T.S. AND INSPECTIONS CONCERNING THE WORK. ®®® am 6. A MAINTENANCE (ABEL MUST BE AFFIXED i0 MECHANICAL a li a EQUIPMENT. 7W0 COPIES Of A MAINTENANCE MANUAL FOR THE - AH EQUIPMENT ITEMS SHALL BE PROVIDED TO THE OWNER BY THE wa ii CONTRACTOR. y 1 C n & 7. CONDENSATE DRAINS TO BE COPPER TUBING. DRAINS SHALL BE O G INDIRECT. DRAINS SHALL BE SUPPUED AND INSTALLED BY THE CONTRACTOR. DRAINS SHALL NOT BE RUN ABOVE ELECTRICAL OR ELECTRONIC EQUIPMENT. DRAINS SHALL BE INSULATED WITH 1/2" 7 pi „off I FIBERGLASS. ZD �Ro 4 B. ALL DUCTWORK SHALL BE CONSTRUCTED PER SMACNA STANDARDS. Oaz 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACQUISITION =i �i AND PAYMENT OF ALL PERMITS AND INSPECTIONS REQUIRED AND II RELATED FEES FOR THIS INSTALLATION. ALL WORK SHALL COMPLY o WITH APPLICABLE STATE AND LOCAL CODES. 10. ALL CONNECTIONS BETWEEN A.C. UNITS/FANS AND ii DK IdM SHALL HAVE FIREPROOF, HEAVY DUTY FLEX-CONNECTIONS (LOCAL a 120VAC CONTROL JURISDICTION APPROVED) WITH }• MIN. CLEARANCE. E WITH ALL (NC) SOUSED CTOR. APPRO. UNITS/FANS AND EQUIPMENT FROM STRUCTURE WITH (Nc) aF SMOKE DE¢croR. RELAY IN METAL �i APPROVED ISOLATION MOUNTS. p 0 0 0 ENCLOSURE WITH (2) DPDT CONTACT 11.ALL WEATHER EXPOSED EQUIPMENT, DUCTS, ETC., SHALL BE p RM� RATED 10A, 120VAC COMPLETELY WEATHERPROOFED. J '3 9 9 n-. g - SEE NOTE 4 R 12.ALL SUPPLY AND RETURN DUCTS SHALL BE LINED WITH 1".PROPOS REVERSE MING TXERMOSTAT CONDENSER 1-1/2# DENSITY FIBERGLASS WITH VINYL FACE TO AIR STREAM. W SET TO CLOSE ABOVE RPF - SEAL ALL RAW EDGES. INCREASE DUCT SIZES TO PROVIDE � SEE NOTE 3 LINT ON ROOF SPECIFIED FREE AREA (TYP. OF 2) '6 T LEAC/IPO li 13.EER RATING OF EACH HVAC UNIT SHALL COMPLY WITH STATE U) CLDSm Y GOMROU.M REQUIREMENTS. W RECYCLING TIMER CONTACT F (NC)OF 14.INSTALL CONDENSATE DRAIN LINES AWAY FROM ALL ELECTRICAL, $ 120VAC RELAY IN METAL FC SMOKE Z [� u ENaORURE WTRI 2 DPDT DETECTOR. TERMINAL RADIO, AND TELEPHONE EQUIPMENT. CONTACTS RATED 10A, STRIP GYP) CU CU it Z 12OVAC -SEE NOTE #4 15.ALL L REQ. EQUIPMENT SHALL BE SEISMICALLY BRACED PER N6'N C1. 1 e i� LOCAL REQUIREMENTS. gg DA FCR �� 16.PROVIDE FULL OPERATING CHARGE OF R-22 REFRIGERANT FOR AC J C c INTAKE DAMPER FM300 SYSTEMS. Q fi ACTUATOR RI r/ 120VAC it N.O. SP CIRCUR. Z g I rc EXTORT FAN MDP-34 ii 17.CONDENSER AIR E INS AND EXHAUST DUCTWORK3LBDAND LOUVER MOTOR (EF-1) SINGLE POO£ I__ ______t_________II PLENUM SHALL BE INSULATED WITH 1', 3 LB DENSITY FIBERGLASS n 0.4 REE NOTE 4 SWITCH _____________DENS______/_ ________________ WITH FOIL FACING. a�sT nAMPER PROPOSED CONDENSER J C-1 '� m ACTUATOR -ONES TO AIR HANDLER 18.PROVIDE INTERCONNECTING REFRIGERANT PIPING BETWEEN EVAPORATOR AND CONDENSING UNIT. PIPING TO BE SIZED PER NOTES: UNITS YMANUFACTURERS RECOMMENDATIONS, PROVIDE 1/2" ARMOFLE% MECHANICAL PLAN 3 INSULATION FOR ALL REFRIGERANT PIPING. - 1. MINIMUM WIRE SIZE #12 AWG. INSTALL CIRCUITS IN WIREWAY AND 3/4 EMT. SCALE: 1 2 =1 -0 M-1 19.ALL HVAC EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS n 2. INSTALL SEPARATE GROUND WIRE WITH EACH 120V AC CIRCUIT. RAPHI 9cm F S FEET RECOMMENDATIONS. O 1 S9CyG 3. PROVIDE A REVERSE ACTING THERMOSTAT, ADJUSTABLE FROM 70•F TO 120•F, HEAVY DUTY, HVAC EQUIPMENT SCHEDULE P. SINGLE POLE, SINGLE THROW CONTACT, CLOSE ON RISE, RATED FOR 1/25 HP 0 120VAC. ON M I - A RISE IN TEMPERATURE ABOVE THE SET POINT THE EXHAUST FAN SHALL RE AND THE <� CIV MOTORIZED AIR INTAKE DAMPER SHALL SPRING OPEN WHEN THE SPACE TEMPERATURE DROPS YORK MODEL#: F2FP06O BELOW A PRESET TEMPERATURE. THE EXHAUST FAN SHALL BE SHUT OFF AND THE AIR AHU COOLING: 60.0 G: fi0,000 BN/HR 0.4 7 O INTAKE DAMPER (NORMALLY CLOSED) SHALL BE MOTOR CLOSED). e VOLTAGE: 23OV/10/60HZ 1,2 NOMINAL TONS:S �e t9, 4. PROVIDE HVAC INTERLOCK RELAY AND FAN CONTROL RELAY EACH CLASS 8501, TYPE "C" 120 ACCESSORIES: SUPPLY AND RETURN PLENUM. VOLTS AC OPERATED COIL MODEL #C016, DPDT CONTACT ARRANGEMENT 2 (N.O.) AND 2 NO HEAT POWER KIT, #PK06700106 (N.C.) 10A CONTACT RATING IN NEMA TYPE 1 SHEET STEEL ENCLOSURE AS MANUFACTURED YORK MODEL#: H1D8060 5 ` BY SQUARE D OR APPROVED EQUAL. COOLING: SEX STREET CU COOLING: 60,000 BTU/HR SALEM,ESMX 01970 5. PROVIDE RECYCLING DIGITAL TIMER RELAY (RT) MODEL #368, DPDT CONTACT 120VAC 1 2 VOLTAGE: 230V/10/60HZ OPERATED COIL, SOLID STATE HIGH ACCURACY, SHALL BE UL, RECOGNIZED AND CSA/NRTL NOMINAL TONS:5 CERTIFIED AS MANUFACTURED BY THE TIME MARK CORPORATION OR APPROVED EQUAL. THE ENVIRONMENTAL CONTROL GENERAL NOTES ACCESSORIES: SUPPLY AND RETURN POWER KIT, PLENUM. Ofi EXHAUST FAN AND DAMPER SHALL CYCLE ON AUTOMATIC RECYCLING TIMER (RT) TO RUN FOR NO 5 MINUTES EVERY HALF HOUR TO EXHAUST HYDROGEN VAPOR EMITTED BY STORAGE SPACE-ENVIRONMENTAL CONTROL SEQUENCE FILTERS: "FARR" SIZE:22"x21'.1" TYPE: 30/30 BATTERIES. SITE TEMPERATURE CONTROL IS TO BE PROVIDED BY AIR CONDITIONING UNIT(S) CONDENSATE PUMP: McMASTER-CARR EL:404-346-7000 EQUIPPEHVAC DIAGRAM �2� CONTRACTOR.RI SYSEM IS TOTH I OR OPERATE 24ARM HOURS ATDDA, 7 THERMOSTAT PROVIDED BY 365 #9969K71 VOLTAGE: 230V/10/60HZ mmi SCALE: N.T.S. M-1 DAYS A YEAR AND SHALL MAINTAIN SPACE 0 78 DEG. F. (+/- 2 DEG.). CONTROL PANEL: "COMSTAT" LEAD-LAG CONTROL UNIT THERMOSTATS SHALL BE LOCATED FIVE FEET (5'-0") ABOVE THE FINISHED FLOOR CONDENSATION PAN: BEST BUY HEATING AND AIR CONDITIONING OR AT THE SAME HEIGHT,OF ANY ADJACENT ELECTRICAL SWITCHES. 26'x26" CONDENSATION PAN, CODE# DRNP26X26. GENERATOR SPECIFICATIONS PANEL NAME: INTERGRATED LOAD CENTER ASSEMBLY ABBREVIATIONS GENERAL NOTES Q y 10, 3W 120/240V, 200A MOUNTING SURFACE ECMGAI_ TIE ENGINE GENERATOR SHALL BE OF THE SAME ACCESSORIES: MANUFACTURER:GENEPAC POWER SYSTEM AGB COPPER NTFNNA GROUND fl4t OUAJW AS TIE GENERAC 30kW GENERATOR. L ALL CONDUCTORS SHALL BE COPPER. (� L -ACOUSTICAL ENCLOSURE AWG AMERICAN WIRE GAUGE v T� TH CRITICAL EXHAUST SILENCER 2. ALL WIRING DENCES AND EQUIPMENT SHALL BE SPECIFICATION GRADE AND UL LISTED. -INFLEXIBLE EXHAUST CONNECTOR. STAINLESS STEEL CK7 BRIOR P LOAD DESCRIPTION OVA BRANCH CRT BRANCH CRT WA LOAD DESCRIPTION P BRKR c BCM BARE COPPER WIRE � <� -BLOCK HEATER MIDI THERMOSTAT No. PS PS No 3, THE INSTALLATION OF ALL MATERIALS SHALL COMPLY WITH ME NATIONAL ELECTRIC CODE, y E W -TAIL PIPE AND PAIN LAP KIT 1 20 1 UI 2012. 111x,3/4% 2/12. 1112G. 3/4'C GFI RECEPTACLE 1 20 2 BTS wcc TRANd540H MlFl1 2014 EDITION OR LATEST. i i GENERATOR SHALL BE A 30 eKW/60 Hz/STANDBY -BATTERY 3 20 1 RECEPTACLES 2/12, 111x, 3/a'C 2112. 111x. 3/4•C TIME CLOCK t x 4 CIGBE COX SOUTEO GROUND&W EXTERNAL 4. ALL MATERIALS SHALL BE NEW. V� //A rcOo 200-600V ENCLOSED UNIT -BATTERY RACK AND CABLES -BATTERY CHARGER, EQUALIZE OAT-TYPE DRAWING .NC-COATED m O^ /FL 5 6 DWI, DRAWING OUTLETS AND NCTON BOXES SHALL BE ZINOR CADMIUM PURD SHEET STEEL -OIL DRAIN KIT 60 2 AMU-1, 5 TON 2/6, 1/813, 3/4-C 218. 1183. 3/4% AHU-2. 5 TON 2 60 A END ElECIRIGIIBOXES SQUARE OVERALL SIZE-LxWW. (IN.) 76•34•50 1/4 -150A SAFEGUARD BREAKER ) NETNLC TUBING OUTLET, ALL LOOUTLET AAND OJUNCTON INCHES SHALL DBE SUITABLE 5 RFACEE MOUNTED. GEN CEN GENERATOR O 3$ WEIGHT(RADIATOR MCDEL). WET LB.: 1.450 LBS. +/- -COMMON FAILURE RELAY KIT B }p 2 CU-1 2110. 1/TOG. 3/a•C 2/10. 1/103. 3/PC CU-2 2 30 ,2 10 6. THE ENTRE SYSTEM SHALL BE 5 IDLY GROUNDED USING COMPRESSION-TYPE CONDUIT -NBRATON ISOLATION KIT 5 11 MS GLOBAL POSMONING SYSTEM FITTINGS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTORS. CRIMP-TYPE AND 13 14 CR GROWTHSET SCREW-TYPE CONDUIT FITTINGS ARE NOT ALLOWED, ALL RECEPTACLES AND EQUIPMENT 30 2 RECTIFIER 1 z 10, 1/TCG, 3/4'C ]/6. 1163. J PC - SURGE ARRESTOR 2 EO CIRCUITS SHALL BE GROUNDED USING A NLL-SIZE EQUIPMENT GROUNDING CONDUCTOR / 1 / RUN WTH TLE CURRENT CONDUCTORS. O LL LOCAL NEL GAS Arv0 PLUMBING LOGE APPLIES i0 WE GENERATOR AND ITS COMPONENTS. ,5 1g TGR INTERIOR GROUND RING(1410) 17 18 UGB LOWER ANTENNA COPPER GROUND BAR ]. ALL WALL PENETRATONS FOR TELCO, POWER, AND GROUNDING SHALL REQUIRE RIGID STEEL U 8 30 2 RECRMER /2 2010. 11,03, 3/4% 2/10. 1/100,3/4•C - RECRRER 13 2 ]D SLEEVES. 19 20 MMB MISTER ISOLATED GROUND BAR 21 22 PCS PERSONAL COMMRIGTON SISTEM 8. ALL SWfTCHES SHALL BE 48 INCHES AFF. w 30 2 RECTIRER 14 2/10, 1i10G, 3/4b 2110. 1/10G. 3/4•C - RECTIFIER /5 2 309. ALL RECEPTACLES SHALL BE 18 INCHES A.F.P. u 23 24 PPC POWER PROTECTION CABINET 25 20 1 GEN. BATT.CHARGER 2/12 1/8G, Cc IFI➢/LAD CONTROLLER 1 x 26 PRC PPoMARY WNW CABINET 10. ALL T-STATS SHALL BE fi0 INCHES AEE 27 20 1 GEN. BLOCK HEATER 2/10. I/8G, I'C 2/12 1/123. 3/4'C HVAC CONTROL PANEL 1 x 28RCS RED GALVANIZED STEEL CABLE MAY. ® � 29 20 SPARE 2/12. 1/1x. 3/4•C SPARE 1 x 30 RWY RACEWAY ® ^,b. 11. BOTTOM OF CABLE MAY SHALL BE Y-fi'AFF. 31 20 1 d-200 2112 1/1YG. t•C 2/12 Ii12G. 3/1'C CP-1, 2 1 x ]2 11P TYPICAL 33 2112. 1i13G. 3/4-C TELCO RECEPTACLE x N WLB UPPER ANTENNA COPPER GROUND BAR 12. CABLE MAY ANCHORS SHALL BE MOUNTED TO STRUCTURAL CEILING. o TBD REMOTE POWER CABINET ME 13, AFTER FINAL LEVELING OF CABLE MAY. CUT THREADED RODS 1/2"BELOW NUT AND CAP GEF. ®®w¢ 35 SPARE x 36 37 20 SPARE SPARE 20 38 ALARM AND SIGNAL: C C PHOIDELECIRIC J9 20 ,NY RON 2112 111x, 1•C SPARE 20 40 14 ALL ALARM RES SHALL BE RUN FROM EACH OF THE COMPONENTS TERMINAL STRIP. LEAVE O p �n IONIZATION ADDITIONAL ALARM WIRE COILED M1T1 SUFFICIENT LENGTH TO REACH THE fL00R. 0.2` 41 20BEAT ETECTOR2112. I/Ix, I•C SPARE 20 42 0. M^� 15. ALL ALARM WEBB SHALL BE TAGGED AND LABELED WITH WE APPROPRIATE ALARM ITEM. V C wio ALL CONTACTORS 'MI BE NORMALLY CLOSED, DRY, AND ISOLATED FROM GROUND, U.O.N. 16. ALL ALARM WRING SHALL BE 1/2-C 2 822 UNLESS OTHERWISE NOTED. 17. EIECBICAL CONTRACTOR TO CARRY POWER FEED OF LESSEES MOD CELL EQUIPMENT. IIDBoo 18. ALL ENCLOSURES TO BE NEMA. T Epi 19, INTERGRATED LOAD CENTER ASSEMBLY AND THE GENERATOR SUPPLIED BY LESSEE. m R� W C d E iE i W NEMA 1 ENCLOSURE WITH HINGED COVER & LATCH, PANEL B SI IIZZON - - - - LABEL•A)ARM TERMINAL NOTES. CAB INET --�- 1, TERMINATIONS: TERMINATIONS TO THE ALARM STRIP J F_ -, WILL HAVE CRIMP ON BLOCK SPADE. uo 3• 2. ARFI INR ALL ALARMS WILL BE LABELED WITH WHITE PANE C3 _ LAMINATED TAPE LABELS AT THE ALARM BLOCK. F_ COMMERC41 POWER FNLUh£ 2 (� TO vBAIZON HALO a 1 3. ALL ALARMS WILL BE BROUGHT TO THE TELCO GROUND RING U DDDR INTRUSION 4 BOARD AND CONNECTED TO THE TERMINAL STRIP. ¢ i5 TECH ON snE b 4. TERMINAL STRIP WILL BE LOCATED INSIDE A z•c WITH Two W 7 HOFFMAN BOX MOUNTED TO THE TELCO BOARD. 2 C WITH TWO cD J GENERATOR FAILURE g (TELCO) W 3 5. USE A MINIMUM 18AWG WIRE TO BRING ALARMS TO mlERaxft LOW NEL 10_ § THE ALARM BOARD. t'8510 cox9uIT TO R" (])13/0, (1)#20.-/ POWER CSC CABINET + n IN 2 1/2•C FROM VERIZON r n GENERATOR RUNNING 6. ALARM CONTACTS ARE NORMALLY CLOSED. OPENING EQUIPMENT SHELTER, HIGH TEMP IZ OF CONTACTS INDICATES AN ALARM CONDITION. COORDINATE WITHC.M. LOW TEMP NEW 200 AMP, MAN 10. ,'PoGID GRQUHO CONDUIT 2-POLE CIRCUIT BREAKER TO EXISTING MAN GROUND CIRCUIT ALARM DESIGNATION HARM GENERATED B/: AND METER COMBINATION RW NEAR EMERGENCY f SMOKE/TIRE 3g TERMINALS 208 VOLTS, l9 U PANEL IN BASEMENT 1-2 COMMERCIAL POWER FAILURE TRANSFER SWITCH < Sq[T HVAC-1 FAILURE y 3-4 DOOR INTRUSION EITHER DOOR (3)/3/0, (1)/zC, z 1/z'C hllW per' ANEL P. yGiP HVAC-2 FAILURE I 5-6 TECH ON SITE SHELTER DFMPRL GROUND TO EXISTING g Mr 3•'1 • TM AHFPD OF MAN EARN GROUND flW �, NO I 7-8 GENERATOR FNLURE GENERATOR DISCONNECT/WSTING METER 1'C FOR CONHECIION TO FIRE NEAR EMERGENCY CIV L__1___J 9-10 GENERATOR LOW NEL GENERATOR FXSINC SE N CE Is BOOA EXISTING FIRE HARM DEVICES.COORDINATE P NE IN BASEMENT 20BV, 3 PHASE, 4 WIRE) ALARM TNMBTpn WIRING REQUIREMENTS IN FIELD 0.4 7 O 11-12 GENERATOR RUNNING GENERATOR M CIRCUIT nC 13-14 HIGH TEMP MMATE CONTROL 15-16 LOW TEMP COMATE CONTROL NOTE: (3)/u In fc I INSTALL ALARM TERMINAL INSIDE 16X16 7-18 B OKE/RRE EIfNEN SMOKE oEIECfOR PROACE SIGNAGE IN (3)i3/0. (pix, 2 1/2'13 5 MA HOFFMAN BOX TELCO BACKBOARD WITH I;-T. H+AC-, FALURE IrvAc ACCORDANCE WITH CODE TO BASEMENT t� 217 ESSEX STREET (2)1•KNOCK OUTS 21-z2 HVM-2 FAILURE 167aL INDCAT THIS IS A SETrvME SALEM. MA 01970 OSCONNECT/OF i CONDUIT ROVED THROUGH EXISTING STNRMEIl CHASE 4MIUA x EXISTING RDOG COORDINATE ALL METERING WORK G E REQUIREMENTS WITH lTRlm COMPANY ALARM DETAIL NATURAL GAS POWER & TELEPHONE Emi GENSSCALE. NTS E-1 ON R OF1D"ED RISER DIAGRAM I SCALE: NTS E-1 II —PROPOSED OCCUPANCY SENSING SWITCH Q y U i AHU - __ _.. 300 1 dwr ROPOSED 12' CABLE (ADDER Y£ MOUNTED TO CEIUNG N .o, Z a8 PROPOSED FIRE EXTINGUISHER O U 1-6 I 0 0 LL 13 13 _ I � PROPOSED ELECTRICAL OUTLET n ELECTRICAL NOTES ® ab PROPOSED HEAT DETECTOR a ® 1. EMERGENCY LIGHTING - WALL MOUNTED LIGHTING 6 BATTERY UNIT, MAINTENANCE FREE, AUTOMATIC SOLID ®® Pa STATE CHARGER, TEST SWITCH AND 2-25W SEALED BEAM PROPOSED SMOKE DEECTO t`• LAMPS - LIGHTALARMS CATS} 2PQ2/L25 OR EQUAL. C � LL UNIT SHALL BE WIRED TO UNSWITCHED HOT LEG OF LIGHTING CIRCUIT. N - P7-57 AHU-1 ,, VAPORTIGHT LED LIGHTING, 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR Epo 300 Iba 1; COOPER LIGHTING - METALUX CONSTRUCTING THE ENTIRE SHELTER AND WILL SUPPLY moi + ------r--�--- CAT g: Vf-4-58-W-120V ALL ITEMS, INCLUDING LOUVERS, INTERIOR CABLE TRAY, _ ' SR'- (n �_* LAMP: LED - SMOKE, HEAT & HYDROGEN DETECTORS. uo PROPOSED 4'x8'x3/4* FRT MOUNT: PENDANT o?a CDX PLY BACKBOARD --"-------------* (PAINTED BLACK) ) GROUNDING NOTES g 1. ALL GROUND WIRE SHALL BE BARE COPPER #2 AWG w 'I UNLESS OTHERWISE NOTED. a 2. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT, ' 'i DOWNWARD PATH TO GROUND WITH GRADUAL BENDS AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED p OR SHARPLY BENT. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING a WITH FOUNDATION AND UNDERGROUND CONDUIT. 4. EACH EQUIPMENT CABINET SHALL BE ± CONNECTED TO THE MASTER ISOLATION GROUND BAR Q (MIGB) WITH #2 AWG INSULATED STRANDED COPPER a WIRE. EQUIPMENT CABINETS SHALL EACH HAVE (2) V. CONNECTIONS. Z 5. PROVIDE DEDICATED #2 AWG COPPER GROUND WIRE p .� FROM EACH ANTENNA MOUNTING PIPE TO ASSOCIATED CIGBE (TYPICAL FOR FOUR MOUNTING PIPES PER SECTOR). L 6. ANTENNA GROUND KITS SHALL BE FURNISHED C SS AND INSTALLED BY ELECTRICAL CONTRACTOR. cm R 7. COORDINATE NEW LICENSEE GROUND SYSTEM WITH EXISTING 'a SITE GROUND SYSTEM. }} qqq B. EACH SECTIONCABLE TRAY, ICE BRIDGE AND ICE SHIELD J ROPOSED GROUND RING SHALL BE CONNECTED IN A FASHION TO PROVIDE A F - CONTINUOUS GROUND. =5 9. AT ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS wwww P1-3 ' AND FRAMES OF EQUIPMENT, AND WHERE EXPOSED FOR 3 ^ GROUNDING, CONDUCTOR TERMINATION SHALL BE PERFORMED $ S = UTILIZING TWO HOLE BOLTED TONGUE COMPRESSION TYPE WITH STAINLESS STEEL SELF-TAPPING SCREWS. ^ 10. ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL S,q r• BE PVC TYPE (NON CONDUCTIVE). DO NOT USE METAL Cy BRACKETS OR SUPPORTS WHICH WOULD FORM A COM 2 ANIEL P. G '•" """" RING AROUND ANY GROUNDING CONDUCTOR. g 1 ,MPI 11. ALL GROUNDING CONNECTIONS SHALL BE COATED T A O -i P1-9/11 P1-10/12 COPPER SHIELD ANTI-CORROSIVE AGENT SUCH C KOPR SHIELD. VERIFY PRODUCT WITH LICENSE O CT U 4 / 0 MANAGER. EXISTING WATER MAIN 12. ALL BOLTS, WASHERS, AND NUTS USED ON GROUNDING rR CONNECTIONS SHALL BE STAINLESS STEEL. 13. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUS IN THE 5 PANELBOARD. NSW SEX STREET 14. GROUND ANTENNA BASES. FRAMES. CABLE RACKS AND SALEM, MA 01970 OTHER METALLIC COMPONENTS WITH #2 GROUNDING LEGEND CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL ■ EXOTHERMIC TYPE CONNECTION FOLLOW MANUFACTURER'S SPECIFICATIONS FOR UTILITY AND • COMPRESSION TYPE CONNECTION GROUNDING. GRAPHIC SCALE 15. GROUND COAXIAL SHIELD AT BOTH ENDS USING GROUNDING PLAN o e' Y 7 4'-0' --- $2 SOLID TINNED COPPER WIRE MANUFACTURER'S GUIDELINES E=2 SCALE:_3T4 =1 -0 E-2 UNLESS OTHERWISE NOTED 16. REINFORCEMENT IN EQUIPMENT SLAB TO BE WELDED AND REINFORCEMENT TO BE BONDED TO GROUNDING RING. 125 VOLT 2 POLE. 3 WIRE, 20 AMP., DUPLEX 17. CONCRETE-ENCASED ELECTRODES GREATER THAN 20 S.F. OF RECEPTACLE EQUIPPED WITH INTEGRAL GROUND SURFACE AREA & 1/2' OR GREATER REINFORCING STEEL FAULT INTERRUPTER. MUST BE BONDED TO THE GROUNDING RING PER NEC 250.50. o U FROM ANTENNA ;f RX N QQo T% Z �m T%/RX '0 g m 8 86 AWG FROM ANTENNA CABLE JUMPER REP,.QRED ONLY LARGE UNIVERSAL 3/4 2 v (GROUND KIT WHEN 1-1 4 0 AND WEATHERPROOFING 4 �`p'„{\�'."_®- CC LARGER (TYPICAL) r KIT (TYPICAL) GROUND BAR r r i STANDARD CAgLEWARE 7/18" ° Q® O ON WALL OR r i (SEEDND NOTE1) )(TYP.) 2' o ° ° LL qN ANTENNA o (SEE NOTE #2) o ° 0 ° ° rc �o d ANTENNA CABLE 3 ° 1 TO CABLE TRAY (TYP.) ° O O O O O O O O O O CABLE GROUND KIT LEGEND FROM ANTENNA ppIGBE GROUND BAR NEWTON 1- GALVINIZED STEEL GROUND BAR, 1/4-X 4-X 20-, FRAME SUPPORT (OR EQUAL, SIMILAR TO OR OTHER LENGTH AS REQUIRED, HOLE CENTERS wLL MMOUNTED EAR/BELOWW TO MATCH NEMA DOUBLE LUG CONFIGURATION ANTENNA SEE NOTE $2) s 2- INSULATORS, NEKTON INSTRUMENT On n TWO HOLE LL�G TO BE #2 AWG BCW q2 AWG BCW, BONDED CAT. NO. 3061-4 OR EQUAL NV2 USED WITH $ A/0 OR 12 AWG BCW 70 GROUND WIRE ALONG 3- 5/8" LOCKWASHERS OR EQUAL c W= TO BLDG ORRR GROUND RING CABLE TRAY TO CIGBE/MIGB y_ WALL MOUNTING BRACKET, NEKTON INSTRUMENT CO. NOTES: AS SHOWN. NOTES: CAT NO.MOUNTING A-8056 OR EQUAL Sp oRo 1. CONTRACTOR TO UTIUZE KOPR-SHIELD 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND 5- 5/8-11 X 1- H.H.C.S.BOLTS 8, (THOMAS & BETTS) ON ALL LUG CONNECTIONS. AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. =y 2. ALL GROUND BARS SHALL BE GALVANIZED WITH 2. ALL GROUND BARS SHALL BE GALVANIZED WITH NOTES. ANTI-THEFT HARDWARE. ANTI-THEFT HARDWARE. 1. ALL BOLTS, NUTS, WASHERS AND LOCK WASHERS SHALL BE 18-8 STAINLESS STEEL. o GROUNDING - STANDARD GROUNDING - STANDARD 2. ALL GROUND BARS SHALL BE GALVANIZED WITH DETAIL INSTALLATION OF DETAILCONNECTION OF ANTI-THEFT HARDWARE. GROUNDWIRE TO GROUND WIRES TOGROUNDING 4 4 GROUNDING - STANDARD GROUND BAR GROUNDING BAR (CIGBE) 2 DETAIL GROUND BAR SCALE: N.T.S. E-3 SCALE: N.T.S. E-3 SCALE: N T.S. J_ Q � ~ oi �W e 8 INSULATED GREEN STRANDED CONDUCTOR � � � $ � BB cc REMOVE ALL PAINT AND APPLY AND ANTI-OXIDANT + n n n �G�Ge 2-2 MOLE COMPRESSION - LUGS ® 0 - rn ® � o� ANIEL P. GJ, M CIV' DOOR I o.4 7' 0 SFr 0 F`' RAIDED ROPE LAY 5 MA 217 ESSEX STREET SALEM, MA 01970 GROUNDING DOOR SCALE: 1"=1'-0" E-3 E-3 �-0 r m 9 $m n n $m z r r op r Z n r S MM N m mD n z Wr X m O m aO n C 000Z m 'i j 9N /Z� rON D mN O y' CC '4 ;x 00 Z 1 SEX ZAm r 0 am 91 cz,ZD 1 mr r- 0 c m A z 2 z 00 v o O O , A A n0a Zm rFm .. W 8_ I zm A JyC" � m 2 ZN" A A A0 gmm AT O M Z O r C o z p v O D a , z W m m coN i, T A N c zm m " M �o a 0 s VI X zo z m o c3 Z c A v 080 vqrn DN A rON r zBao n n Z D bi F m z � r- z m m70 O TX/� p w //�` YJ � m O t t' z O O y xx3 rrn mxtx ��c jt� SZE is Z z cyy F 191 m m A" yc Lei \\\I , 00 01 y yr� 29L1�L�r9 c p w Gf Z Amm m 0 ZPI ALZxm 00 I O1S1rn mOlplm cyr r r O r cyr r ATO Om2 O Om- 2 ;lAn 0Zc �5xc n ^ O Z vz a. Z Om 0 = r m IIIIIIIIIIIIIIIII m n a c 0 9 0 0 0 0 0 0 0 0 0 0 0 D n C »- N m 10 m M m m m m m �n m m m m m r r r r +1 r r r r r r r 0 N F p_Z 2 {F_� Z_ 0 0 m 0 00 N 1 C N C J .�(n JO.I� 0 Ol N N N ry m 1 Ny n Z mO i .9 T ' Am L�2 z m N Z N M D s x i o Q m Q n 9 m�x m N m y z o Qi Z x f% TO x (D N-: GO 0 5 `� GO "•�• y LL..II A m Fm m0F S O—c0 0£ n 0 p A, �m m OL' Komuo4z' r FOR CONSTRUCTION CABLE TRAY GROUNDING&DETAILS PREPARED BY: ® PREPARED FOR: ® \✓/ 3:N y J 3 n an: DE$pLIPIpN BY CHK APP'D Hudson D1 J r 08/13/14 DSUfD MOR REVIEW N$ J% OPN Ds/3z/15 MOO FOR coN Umm+ NS ix DPH Design Groupuc 0 aOJ 3 10/38/13 REMED nB L S$CHIMNEY NS Jx DPH Y IWireleSS 0 m �1 �'� S 11/10/13 REWSEO RB Lm CHIMNEY NS JX DPH 0m L1 JS(� IdO305G000 SMER aESTBRODUGR%WAY B ILDING20NORW.SNIIE 3090 TEL: (978)55I-5553 (SM)ME= 01581 N.ANDOVER..01W FAX:(978)336-5S36 (SM)330.3330 iEt O w H w U H U) �om Z moi Une Color Code Band Tx/R>t Color Pairs Sector Cable Length(FT) Hybrid Cable On ROOftOpS and Water tanks O $_$ SR 850 TXOR0 BW-neeV By 850 Txlrtat Blue.Yellow Hybrid Cable 1 0 1 M .Sector Identifl tl r i V -RTN o rx9rtae oa on colo e '- j� �. SG 1900 CDMA *�• O o Bare.Cxaen 700 AIPha _ - LL B86 ].900 CDMA rxlgat A&E to estimate BP 700 Txofto cable lengths based AWS Alpha vrt'M w BBP 700 TxtRht on drawings.CM's O a Bbe.Purple on 700 TXZkb2 to use as reference PCSAIpha B B P Tx3rth3 ® O B 8 700 Alpha verify.CM must - �.. -BBr AWS rxQfiko verify and provide 850 Alpha O O } Beer AWS TxtBht theirrevised Bwe+&own `r' x" ®®gPP BBBBr AWS Tx2aLt2 numbers to Span Yet" V v 8 ` 5 d 3 2 1. wLL BBBBBr Tx3ait3 Operations for C AWS P 8 r B TxobOte 300 material Spam White Q � 8 5 4 3 2 / Q GG T mate a ordering 1900 LTE g � O m BBGG 1900 LTE TM1�`t Blue«Groan �w ^off 1388GG 1900 LTE Tx2Rx2 S8BBGG 1900 LTE Tx3Rct3. WRg50 TX01%o wive.Ra Hybrid Cable 2 �sz r rtlh Wy 850 Txlrtbtl Vddte.YeRm setter Identflicmion Cal" "v RTN G WG 1900 CDMA Txo/Rto Rite.Green Meets a 8µ,e WWG 1900CDMA TxNeit A&Etoestimate Wp 700 x.01%0 Cable lengths based AWS Beta y.da ® O WWP 700 TxidAt While.FLrpNon drawings.CM's WWWP 700 Tx2l%2 to use as reference PCS Beta G:wa. 0 WWWWP 700 Tx3%3 only.CM musto A R WeRx Wer AWS Taao Beta verify and provide 850 Beta Brown' O Q O O. 8 WWBr2 2 AWS. Tx11Rtt theirrevised ,f1r, N Qt a O� G p While.Brown Spare yellowV V WWWWBr AWS Tx2Rtz numbers t _ __—_ _ © WWWWBr AWS Ta3a4t3' 280, Operations for Spare White LU WO GG 1900 LTE T.oaato material ordering ' WWGG- 1900 LTE Txl tt Wnfte -Green s. C) o M WWWGG 1900 LTE Tx2Rt2 W 8 WWWWGG 1900 LTE Tx3rtLt3- _ i OR 850 Txortao Orange-.Red Hybrid Cable 3 - U & OY 850 Txlrtht Orange.Yellow sector identification Color .418V RTN I LL of g 0 8 OG 1900CDMA Tx0fdt0 Orange.Creep 700 Gamma 8µy RI OOG - 190000MA Txtnatt A&Etoestimate O O ' a a v, OP 700 Txorrato cable lengths based AWS Gamma V"vr 5 = OOP 700 TxtlfLtt Orange.pulps on drawings.CM's ® O 8 8 a OOOP 700 rx2Rt2 to use as reference -PCS Gamma G�wwr _ OOOOP 700 Tx3rta3 only.CM must Gamma - .850 Gamma 8=at• S OBr AWS Txt1'Rto verify and provide ® O < 1 c9 OOBr qWS Txl tl theirrevised x or, t oma' ANIEL P. GJ, Orwge.Brmn Spare YeWw f ' f , OOOBr AWS Tx2tat2 280' numbers to V V MI OOOOBr AWS Tx3Ret3 Operations for Spare WhiteF• Fa � CIV OGG 1900 LTE Txortao U material ordering lu - l CA 7' 0 OOGG 1900 LTE Tx"RX11 White Green 0 OOOGG 1900 LTE Tx2h 2 OOOOGG 1900 LTE Ta3aEt3 5 MA 217 ESSIX STREET HYBRID CABLE SALEM. MA 01970 LINE COLOR CODE COLOR CODE 2 SCALE: N.T.S. RF-1 SCALE: N.T.S. RF-1 RP i � D oz mn Nz o z m z z v � � m F9 z N z G-) O z F L °MMoa FOR CONSTRUCTION F1 a n y �z RF ANTENNAANTENNADESIGN PREPARED BY: PREPARED FOR: F1 a1E DEscRnmoH m CHK APP'D ® ```\✓//// ;�^ v W/1z/la I m FOR RVADN Hs. ix DPH Hudson ^� n i m/=/i5 ro m FOR o s�R mm Hs A DPH Design CfouPuc N V61' Iwireless z w/ze/1s REVSED fIDERGA55 cwLertr Hs ux DPH N bA n \7 J 11/10/151 REVSm FlRERC A55 CH1YNll NS T x DP 4W FRIBERG PARKWAY V Lrm1 nC` IW OSS DSTKG WESIBOROUGHMA01581 a Q l I�s AOILDING MI NOKM.SURE 30Po T L (978155755M (508i 330.333076L N.ANDOVER,MA018R FAX; [9I8)3365586 �J oz o � z F mn z = Z o m D m z z cu m Z5 � �1 z u F71 Z - � 00 z rCOF7] FT-] FT1 °MMaN FOR CONSTRUCTION o > RF ANTENNA DESIGN PREPARED h: PREPPRED FOR: Fn rn � m DATE DESDUPOOX BY I CXR JJ D ```✓/// J r r OB 12 1L OSUEO FO REVIEWNS JX ON Hudson�� r� 1 08/22/15 OiSLUEU FOR CONSIRUCOOX RS J% ON Design Group. x N L' ® wireless . 0 a� 2 10/28/15 REASED FlBERGELSS LXM XS J% EN W p 7 3 11/10/15 gfl15ED FlBERC A55 LXOOLLY NS % ON iW RIB RG PARKWAY 'M FR S�� IUILNNG20 RURTREET [5%)3 000HTEL 681 py 11� R AWDOER.0.0.w IG90 FEL 19)0)59-5553 SLA43303330 iEL N,ANDOVER.MA 01815 FAX 9I81336-5586 THOMAS W.HILDRETH C T ALl{,'\1\�I�E Direct Dial 603.628.1177 Emaih[homas.hildre[h@mclane.com y 77��¶� '7"' 900 Elm Street,P.O.Box 326 M ll D D E 1 O 7 Mancheste,NH 03105-0326 1� L V T 603.625.6464 F 603.625.5650 November 3, 2015 Jessica Herbert, Chair Salem Historical Commission("SHC") Salem City Hall 93 Washington Street Salem, MA 01970 Re: Verizon Wireless Rooftop Installation at 217 Essex Street Dear Chairwoman Herbert: The purpose of this letter is to provide you with information to share with your colleagues at the SHC in order to secure approval for Verizon Wireless's proposed communications facility at 217 Essex Street. This letter is being provided to you in advance of our meeting on November 4th to discuss a path forward through the formal review and approval process for this project. Background Since the spring of 2014, Verizon has been in communication with the SHC, as well as the Salem Redevelopment Authority("SRA") and the Massachusetts Historical Commission ("MHC"), regarding the proposed rooftop antenna installation at 217 Essex Street. The parties have grappled over whether to install the antennae within a faux chimney, as SHC has preferred, or to install them"naked" and painted to match the existing elements of the roof, as SRA has preferred. As of August 2015, MHC has suggested a compromise plan whereby Verizon would construct a smaller faux chimney than called for in the original plans. Since then, Verizon has been working on a modified site design incorporating a less conspicuous faux chimney enclosure, resituated to, blend in with the existing historical aesthetic of the rooftop. Verizon's updated plans have been submitted to the SHC in advance of this meeting. An updated photo simulation of the site incorporating the new structure is enclosed to aid the review of these new plans. My goal with this letter is to provide you with additional materials that will allow the SHC to be comfortable that the photo simulation as a highly accurate predictor of what the finished product P � Y P will look like once completed. McLane Middleton,Professional Association Manchester,Concord,Portsmouth,NH I Woburn,MA McLane.com Salem Historical Commission November 3, 2015 Page 2 Photo Simulation Process An updated photo simulation from Jacobs Engineering, an engineering firm that Verizon frequently commissions for similar projects, is enclosed with this letter for your review, alongside the two previous simulations of past designs and a photograph of the existing site conditions. The new simulation depicts a smaller faux chimney,repositioned near the corner of the rooftop in keeping with the historical aesthetic. The new simulation also incorporates an authentic white balustrade to match those of surrounding buildings and to further minimize the visual impact of existing antennae on the rooftop. Photo simulation is the art of creating an image that simulates reality. The multi-step process reflects layers of work, attention to detail, and powerful computing tools—including AutoCAD, Sketch Up, and Adobe Photoshop—to produce the enclosed photo-sims. Photo-sims are created by an engineer and an architect to visually represent the proposed installation of wireless equipment and depict how it will be perceived by the neighboring community.. This process begins with a field visit to the proposed site. An engineer travels to the site to develop a layout of the proposed antenna installation in relation to the surrounding environment. During this time, the engineer will measure the dimensions at the site surrounding the installation—heights of stairwells and parapets, lengths and widths of buildings—in order to gain an accurate perspective of the overall site. Back at the office,the engineer works with an architect to create a 3-dimensional representation of the proposed site layout using CAD and Sketchup to model the cellular antenna components that will be added to the existing condition. The components are scaled appropriately to fit into the existing camera views by utilizing the site dimensions obtained during the field visit. The camera within the computer model is positioned to the exact same geographic location as the physical camera that was used to take the original photograph. The model is extracted to a JPEG format, which is then collaged on top of the original photograph, and touched up within Photoshop so as to yield verisimilitude. Lastly, the color and shading of the components is finely adjusted to resemble the time of day at which the photo was taken and the color that the components will be painted to match the existing building. Verizon commissions hundreds of simulations for use in permitting wireless facilities throughout the country. Verizon's approved vendors are highly skilled in the discipline. Because Verizon frequently returns to the same permitting authorities over and over again, it has to present supporting materials that are accurate,realistic, and reliable predictors in order for the reviewing authorities to have trust and confidence in the value of the modeling tools. Such photo-sims are routinely utilized by permitting authorities to gauge the visual impact of a proposed installation in the course of the permitting process. The renderings provided here are highly accurate of the actual experience that will be perceived by viewers of 217 Essex Street from the south. Salem Historical Commission November 3, 2015 Page 3 Cladding Material The faux chimney will be constructed with solid structural members to permanently and safely attach to the roof of the building and will be able to withstand decades of exposure to elements, including snow, ice, and high winds. For the exterior cladding of the faux chimney, Verizon has selected a company called Duro Fiber. Enclosed with this letter is a e two-Pag product data sheet that Duro Fiber provides to architects who are designing structures that incorporate its materials. The material Duro Fiber uses to produce its architectural fiberglass is an unsaturated polyester resin reinforced with a type E fiberglass. Duro Fiber has been producing architectural fiberglass ornamentation since 1965. Cornices, columns, clock towers, balustrades and more have been fabricated using Duro Fiber's materials. Duro Fiber's main business is architectural restoration. Its products and materials have been specifically approved by the National Park Service, as well as the Boston Landmarks Commission,the Back Bay Architectural District Commission,the Worcester Historical Commission, and other notable authorities throughout Massachusetts. Fiberglass architectural elements are incorporated into the old State House in Boston, as well as the White House in Washington,D.C. Duro Fiber has provided the enclosed photographs of a project which was approved by the National Park Service at 35 West Newton Street in South Boston. Duro Fiber replicated the " brownstone cornice and window pediments on the building. Duro Fiber does not carry stock materials. Every project receives custom treatment. When Duro Fiber is engaged to produce the cladding material that will be employed in Salem, its team of project professionals will visit the site to take detailed measurements of brick and mortar joints of the existing building. Duro Fiber will then make molds of the brick to accurately carry back their size and texture. Once the pattern of the brick and its spacing are confirmed, Duro Fiber will engage Merchant Brothers Painting, a commercial professional painting operation in Boston, to match the color of the brick and mortar precisely and to paint the wall material that will be attached to the faux chimney. nen the project is complete, neither a casual passerby nor an architectural historian will be able to tell the difference between the brick on the faux chimney and the brick on the building below. Conclusion We are confident in the accuracy and efficacy of the engineering, modeling, and materials that will be employed in this project. Verizon is no stranger to working carefully and sensitively with properties of historic significance. We hope and trust that the further explanation of the key' components of this project provided herein will enable the SHC to permit the project to proceed as proposed. r Salem Historical Commission November 3, 2015 Page 4 If you require any further information about any of the points contained in this letter or from the specific vendors identified herein,please let me know and I will arrange to provide that information or access to relevant personnel, as appropriate. Thank you for your assistance. Very truly yours, 0'�' 144 Thomas W. Hildreth TWH:bsl ec. R. Enright, VzW S. Arena, EBI C. Webberly, SCG 96219\9822099 w+ {v t+o�.tv..ws.,c•. ,.. +.ws... iRi X� � F.s �.G� t" �`y x d �:wr i. r 'f' ,w�: 40 � �— yY� +T]w4 4 • ! 'Yr � yajb �'. +��rr. Y h ju In t1 fy f S . �A4/�e�Orfo�• a.a.+ y 1'C�° ..§ � a s� r. 4 R��,�'n �y�^.e• �T � '.#'4".� .�., ",�i Ira .,e' C1 + r ► Yn �..• r 'L " tri , • ice;. 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POLYESTER RESIN —The resin will be a flame retardant, promoted thixotropic polyester resin designed for use in hand lay-up and sprayup processes.This resin is specifically formulated for use in applications that require an ASTM E-84, Class 1 flame spread rating, without the use of fillers or antimony trioxide, with an ASTM E-84 flame spread rating of 25 unfilled. FIBERGLASS—The fiberglass reinforcement is glass that is extruded into extremely fine filaments. These fibers are measured in microns. The fibers are combined and produced in rolls called roving. During the process the fibers are cut into approximately 1 ''/_" long sections and randomly placed into the mold to reinforce the polyester resin. PHYSICAL PROPERTIES- Materials: Pre-engineered molded fiberglass-reinforced polyester fabrications of orthophtallic resin, 95 pounds per cubic foot density, 16,800 psi tensile strength. Surface coat, polyester gel coat 0.020" thick with UV stabilizers; pigmented to match color selected by Architect. 1. Glass Fiber: "E"type random chopped fibers. 2. Glass Content: 20 to 30 percent by weight. 3. Resin Content: 70 to 80 percent by weight. 4. Shell Thickness: 3/16 inch (5mm), minimum. 5. Surface Burning Characteristics: Flame spread index of less than 25. Smoke developed index of less than 450, when tested in accordance with ASTM E 84. 6. Flexural Strength: 20,000 psi (138MPa)when tested in accordance with ASTM D790. 7. Modulus of Elasticity: 0.9 x 10116psi (6200 MPa)when tested in accordance with ASTM D 790. 8. Tensile Strength: 12,000 psi (83 MPa), when tested'in accordance with ASTM D 638. 9. Compressive Strength: 17,000 psi(117 MPa), when tested in accordance with ASTM D 695. 10. Bearing Strength: 9,000 psi (62 MPa), when tested in accordance with ASTM D638. 11. Thermal Expansion Coefficient : 10x10 -6 per degree F(5.56 x 10 -6 per degreeC). 11 Park Avenue Hudson,NH 03051 603-881-4200 www.durofiber.com Duro Fiber Company �d�ear�Ifen�irsa��l�l t�rrcl6.�+a�vofh Jlrom 796.1' , All parts are formed by molds. These molds can be fiberglass or rubber depending on the complexity of the part.The mold surface will determine the finished texture of the part. For instance, if the mold has a painted wood texture all the parts made from that mold will have a painted wood texture. We use a "gel coat" on the surface of the mold which is a pigmented polyester resin that bonds to the polyester and fiberglass laminate.We can match almost any color. When removed from the mold the finished product will replicate wood, metal and stone in both color and texture. The typical wall thickness of the finished parts are approximately 3/16". Duro Fiber has been producing architectural fiberglass ornamentation since 1965. Cornice, columns, clock towers, balustrade and more are fabricated using Duro Fiber's material. For more information visit our website at www.durofiber.com. 11 Park Avenue Hudson,NH 03051 603-881-4200 www.durofiber.com � M v' � r j Ypp4' [c .i R rY4N�l, flp' t l M �y 40 M(?bb� A ' � yj �C � F+ � 4- 1t f r► }f.y t y � far vg.. ktk Sn h i 4 z I w A ` ♦�3 y�-f0'Mf V.X�,N#i'"'f�11fr� �� 4 - tea 'fit Mit k.. I . , s Natalie Lovett From: Susan Arena <sarena@ebiconsulting.com> Sent: Wednesday, October 28, 2015 11:29 AM To: Natalie Lovett Subject: Revised plans for proposed Verizon installation Attachments: SALEM 5 MA CD 10-26-15 Rev2(11x17).pdf Subject: Addendum to FCC Form 621 19021 /SALEM_5_MA-New Build 217 Essex Street,Salem,Essex County,MA 01970 EBI Project#6114004726 Dear Ms. Lovett, EBI Consulting(EBI)is preparing an environmental review on behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless(Verizon Wireless)for the property noted above as part of its regulatory review by the Federal Communications Commission(FCC). The review is focused on the National Environmental Policy Act(NEPA)compliance and includes an evaluation of whether historic properties or archaeological sites may be affected by the proposed telecommunications facilities at the address noted above under Section 106 of the National Historic Preservation Act(NHPA). On October 15,2015 members of the SHC and SRA met with representatives of Verizon Wireless to discuss the above mentioned project. In response to comments and concerns discussed at that meeting,the project design has been revised and on October 28,2015, EBI received new drawings. The revised design calls for two sectors to be installed within a single 6'-6"x6'-6"x12' fiberglass chimney that will sit flush with the southwest comer of the roof.The third sector will remain flush mounted and painted to match on the penthouse. The proposed changes enclose the antennas and reduce the number of chimneys from two to one,thereby reducing the visual impact to the surrounding historic district. Taking these changes into consideration,EBI's determination remains"No Adverse Effect" on historic properties. Please let me know if you need any additional information prior to the November 4`s meeting. A hard copy of the plans will be going in the mail as soon as possible and we will have photo rims ready to present at the meeting. Thank you. Susan Arena Architectural Historian 21 B Street I Burlington, MA 01803 (508) 887-6172 sarena@ebiconsulting.com Visit our website: www.ebiconsulting.com EBI Consulting ,� emrtrr. srrrar,vrtd(ew».a�6u�.*�.ditarlera;. Please consider the environment before printing this email R 1 F, ,1 z N 0 U � ; 9 n @ z Rl 0 U cc VOrIgOn wireless U. 1 SALEM 5 MA ©p0 217 ESSEX STREET 5a SALEM, MA 01970 28 00r TA TEAM IWWOIEOTSUKOAAfiY SHEErlNI)EX SIZE NAME: sato s w DESCRIMON NO. p F.. PROJECT ENGINEER SITE ADDRESS: D"EssEx sIREET r-1 R SNEET §g SLL£L.w 019]0 G-I RMDs RNI a a a NLOSCN DODR WIWP TIL APP CANT: V ZON WIREIE55 a- wSEVEM P. 4O 050.00 SMfEr OutuNG m xwml sart.wea w�ES]gO NPA 9B1 a-Z R. OR C 4 f 4 E$N x..vmD.w,w DI9Is A-3 EIE9aRw ZONING DISTRICT: as(cExmu oeuevuExh Fax:1-9] -338-Stl`8 A EONPNEM RW PC 20NINC JUPoSOICIION: cnr of sa3N1 w A-5 EDUIPUEM R. 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Amy$ L^ PS x 2M aN� a ,°N FOR CONSTRUCTION ALPHA ANTENNA DETAILS Hudson .L 215 2 O 3 � R [_p to Z O =P U 2 O LL IL "a _ EttISTNL WIXMW OPENING C E%i Si NG WiCX 333 p Esi Q R 28 5-k EXISIINL SIRVLtU FE BELDW � `�q� � � P 21'1' 35W , I M EtG13.]5-x'-0'LONG J . /F %�/ VIOnR jp{ii 1 I { S'3 Y 16,)L1' jj MI O�xR S-e O 4 4'�i m Y/5/BY T % N%I• - OR PLIID WLi(M.OF Of 2 R �/ u LOGMWS) ///J • pUIM'ipl MTVGSFO r sm txa/r O.D. cls mosxm (9'-0'ICNO)IMDM.1 ' maao.] s wOPYtlSFD FW fHLLOSVIC � ¢8 @ nowsco r.av/e•xss `] p B wmva � k . a- ea5 OF St4W11/4-/x-M(rip.a R+P. x) - SY-B 2R'-B' •I 210'-N' 1F. •wM. .\ weft'MIN II.VWELTRSSA NIEL P. G 2'_ SF4CIfYAIbXS `�`' /A V M'I BETA&GAMMA ANTENNA GENERATOR 4�7e0 STRUCTURALPLAN STRUCTURALPLAN 'I Tom➢ . :" 11. o/e'- I-o s-x sue:3/e-- r-o- s-x _ _ 5 NA RISLLFLI, O.0 S2 O y f 1 Tov o<ExlxosLwc U ti r sm(2-3/aO.D.) y ga Iv-V Wzw p�cnM`xm.' Z p U e=a I/rS f1atALfA4 PalEl CC p 10 WRY1 DSfYK AGILE O C 'c LL Ae tl�x0/e'MOR60MK iRV - .. 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OIB]0 INOX 165 BOTTOM PLATE xolE: BOTTOM ANTENNA PIPE TOP ANTENNA PIPE CONNECTION DETAIL °g�g�g�REE'�, CONNECTION DETAIL CONNECTION DETAIL C = I'-0"f_•n ]-5 �J �i -- SN- - - - - - - - - - - - - - - - C! oa oy Zy Zy 00 00 ..M, rya D_ D_ r rl tJMNHHrjftHHH y ___ ____ .7 i E i 4 loin ---- -------------- y F114J Nw4J WW4J4 _6• FOR CONSTRUCTION GENERATOR STRUCTURAL SE NS \ / f�V 9 m Hudson „ o o o.amwan IIM�wlreless V• l Us a U 7 3 N .ta ]o maa.] 2d T5(N,j x 10.n Wf-Nr—0240.7 0U e/ev nav � —L T e`•ewacwExnm�) p � e4ME LL RB unjO ems- J/M-RMux w1E aoLrz R+PJ AA s _ J 1e O O 01XYBPoo MLNJR r.- •Q EIRiEOYEIIn(T9. 28 w H . GENERATOR GENERATOR CONNECTION DETAIL CONNECTION DETAIL sole: - r-o soLe.J - I- y �9N9 w1a33 t£4£ B•MONO 0 Q J/rN Mxs-x � �I � pui¢We' O gg AA P.M11/M•wss ¢ B�A SI in. �. 11 I/e _ 11 I/]' SI 1/2- yl II- e�,lou/e� eT s11ob/e• W e Ru]E ^"� ENNNOBEO wwvlR+c e e e e MIOQ2 � IX611NO BEW PFR L4MeEMNRERS N BFLOY(V.I.f.) SGEC6KAlIONe O O v.M'.1H•xss O O M•.M•lle VIZ. 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ON IAx.LTHE$I.RDA Dai'TI`T°oASWEE`LUSALLL OTHER APPLICABLE ` Corv.aDLD.xEL Z sed STANDARDS SHOULD A CONFLICT OCCUR BETWEEN THEDTRAUSS AND`SPE"nmCATIOS OOSGUGUANGN59x" E`GNLB. INSTALLATIONS oosF °Raa I. 7=70— PENCOOKEDEI l' LL AL U BUILDING FIRE g— suoEETrpMSISYS,ESCASE FAR NO SYSTEMS CONTROL PANEL FROM OEa NI WIRING AND INSR1—TAGAINrvpn ELECTRICAL POWER SDPPLEFF oxwaxco I SERIES ENST"c4L CONNECTION TO NFIRIDGET ELESLANM uT9 RCw HARDWARE AND DETN�TEGN COMPERNI SHALL SOLGIRREGISTERED, $ AL A LCEMBLE COMPONENTS AND EQUIPMENT SELL.BE ME PRODUCTS RE THE SAME a 7 ALL DEVICES COMPONENTS AND EQUIPMENT SUNNALL BE FIRM.MANmRD PRDI OFFME MATT cTURERs LATEST Lasmx AND PHOTTIFFECONGC' SPOKE DERE TIES - d wEPP EN IN SYS SINS I5IT ACE E%rtPE WITH ALL AE CODELEL AND AL O DmE ©O ALANo.aos.THE msTuuxG rn.rRAcroR olsPEaINory FMzoo sysreM wxu .HE TESTINGOFCLEARACTOR,DRswUAR.FIRESDPPREssIDNLATExs Dac"u WITCH io. THEHE LwmcRE PEACTDas AGENCDU DRAOINGS IL3FRA SYSTEM DATA sE.sFm,PPRDvu I --- aDR,svnE" - TOTRELOCAL F"EPEALLAT TEIRTwmERs RIANSTE TEAR«RDCTRIEN EERlx R TMownEs xnvmo.uRlsncTOx _____________� _ OIL aIFaE ,RMALLPRAw AFN 2aMNIMUMDEE NCsTaIIAIONTFlnlx E UR .REcaxD. -- — --- — iI. TNESYSRNERALL PPEFROU u3WPIMYTH,DESIcxc TIME OF 10MINUT Ssx srvnuuE.srsTEuoFSlru+sxuLxm ExEO N� - E,ExLLNTMEG LDxmDEG. v I� OF F SYSTEM STAFF BE CONFUTE IN ALL WAYS.IT AND ILIBU �� 3 D CON AND ANCRIT STATIONS ARGUE xCAN FROP.SOLID ENT.AGE T STORAGE CDSDAL awvMANDERu DEVIICESAGIFF MsDISCHARGE "ARIY DRYING ADD CONTOLSSU FITTINGS CCANS ALDER SQ Rc NINE FACE�ARLIMPLAWNEORY SIGNS,FOR ABU COSTALL.UL LISTED ANI UP �p IT PRDW'SwON)COMM ON NEEC1 SCB INGTNE FPHRASE IS EEA lSGGT El BJSFGCRaxS IMILL BBE MADE ATUREERM M�EmuS B� 14 BSY-EMISHATFEA PREA DY£RAG'E DFT SO ET COC EMPER E DIRECTOR.DEFECTORS SHALL ECROCCESDED DETECTION FROUND.G TWD DD g DUTED-I To BE ACTUATION OF IH_ BEFULTURES SYSTE"SwLLL15 eE FDUO.vs. DID LOCH OUT PAROL FACE FM200 PLANN.RG ACTOR —SUFFERED S- UNNFEET :� CNIATNFSLs. ACTUATION OF A 2Nr �" "�Ez EFERG xELFAE _EoxIPMENT NOT SHEAR FEE CLIENT Eo .PLRevn, " wEMsrSERSER E "AHAEEz a ROEM I. QUIDOWE INDICATOR ERDDSDRaNLEE.MwRFIRR,ED.ND:wNSINDARM, TTO DBUREDURFER 1. BLENTRAT NN 1 CLOSE E _ E"`UNTTERBREARER 5 VENT DURRES H TRANSMIT A SHISTATT 70 MERGER ANSI ISSS UJIGNI FORT. LING R UF THE SYSTEM SHALL BE ° .� ' 4ENo� 4TEaa xcEDEsca xA� E,cEPTT T ETIEDEL,YroAy � µ NTEARaEST,TDNSNEL,EDFTxEELLEMICALA<TDATEON,YPCDRRISUERwEED GMUSUR BID CNNESEFreOELLENCmMAnwEI®RIaEI,.,D „p ACCURESS Mum FAR �%EONASHA 'OHHURIRNAoNTENuC �oxCGREM MNXl w RCOR I, UMS IS FORMANUFFIGHFUL FAR,CRGNULDEDRE- ALEELEGIALDT—wNME--.AL ERIDELDAEDALFaT DOSMENtwm Lwn. MA CURI FILLUBM s THE LESDUTER PRESSURE THELONHHESSFUSE GEORGE!MISHIg VISUALPGAM HE�aPRESSUREGA GEs uL BE FLUOR UUw DRAFT � �-FROUNUE��;DN ;; ; sDRERELDF�DoE TM; DExnEa oEMEsINE ESE AGENLYTHROU TOM FIRE EN�L�IUFRREL EPRow EoamEMENrS.x�ALooi STAwN FILOSS "1ID0».ExDo.LE 22DISTRIBUTION"I AND CHUN.GRANT BE INSTALL IG 1.ACTURCANTE BUTH ME IMANULA-UREE A' PRACTICES AND BLAMED PROCEDURES.ALL.RAPID SUALL BE DIRECT YRHNTECHARGES AND NOREGUE LOCATION, 23 MI AG.PARTSL_BE A FOR RELEASING PANEL SUPPLIED By F BOX HE CONTROL SYSTEM AND ITS FIREALMANOTE. CG=NTG SEND.BE ED THE POMMEL SYS I AM SHUT LPEFORMDAND UP APPREARSEL FOR USE AS ALLFDRCDoxFEESVRALOOPERATE CALFIESUS NYSENRSHM SoLEMEN MORES SERVICE. L wSTAUASREQUIRED Sr FIRE DEPARTMENT AND N,TORAL FIRE CODE r \ a TD SUPPORT x.RLUGIN STAESYAND S Mmures 1.PLARE. 2, ALLFIRE ADJEW ILILOCAL USE _ _ IES SUNNDNEs.TYPEsamLDCADDNs sxR1.BE RESPECT AND ArPRarETBY CS THENETECTOR 2N ALL SYSTEM ANIN STATE BE PACEDISHID ANULED*IACCyT`IS lEun ov wo n,Nor.usrsE lxsruL o.no EPTE =µB°H�"o �NG roON SR.�DEREEL.FIN.LwwwNCG FROM sDlLowc HAD ALALA smEI..LABEL 27,ALL WIRING SHALL BE INST411D IN I ^28,AFTERROAD SYSTIST INSCALIATING NEW BE ED DuwFED.THE NICE SYSTEM SHALL BE NECKER Dur INSPECTED AND .. THE ULTRAHDRxrsTRDDE UNITS SHALE DE DIFFERENT I EDGE ARD DISTINCT soxxofTmu THE DDILLON FIE. ALONE DER IS ADD N�ASTANDARDS M SUMAC ECESH � TEDUSTINESS mSAGg PRIOR To FINAL ACIERTALIC E,ME INDICATORS CONTRACTOR SHALL PRUNDE THERACKGRA.G" "s:ALm.OcwPANEL uaGTo.i�� ADFuxCTwxsTROUBLE sPOST Fumo SYSTEM OF OPEAATxs ADD Ta FuzCONTROL ANI PROCEDURES SUPERANSCRY E + xEMERGENCY SO ALL I WORD STRALL BE IN 11 TOENING 70 WERQQN SURELESS PERSONNEL EACH TRAINING EsaHqP"�°o°DE NEARYTHo.NowS:uLEDwTHIS CONTRACT SH FM 200 WIRING DIAGRAM NO CASE LESS OUR DEY1)YTT. FFROM TIDE ATE OF SYSTE'INM ACCEPTANCE asTAxoARo wDNTxEuu,DFACTDRER.SINm 'I'D .1 Z BUTUNINGNOTEN O1 1.19 CON7FACTON SHALL PURNICH SAO INSTALL ALI BIGHORNS ABUTMENT SHOWN ON THE DRAGANGS AND HERE N H r U NET CALLHED FOR SUCH AA NCB.HALVES.HANGERS,ETC,BxALLALBoeE 7 3 a INsr.LLEJro..E.LOMPLE,E.xowoxlJ,G,EP.JMaIxL Lvs,EM. c ,. TIEwDH'SHALL ICLUDE,BUT NOT NECESSARILY ULRTED TO THE FOLLOWING. F ,� NAMEm $ S. T.NSH cs.I MAGHT.1 TO MG ONE GV IN THANES. Q ung 'C CONCRETE. o'A GKFBLU i T IT ..E. ELELTRICALwIHEG AM E s s c * LL SF HARGES s, OALL WORK ENTONA N ON DTuxu,OPAY FOR T REQUIRED PLAIS INTEPEHMR BE APPREEDEDTYCORRECT TO EGA . AID BUTINALUaDIMENSIONS ADD DETAILED COMPOUNDS AN E TO BE ISILLUALIGN EY 'CKS1 THE TRUGGEDS A HALL BE MEN IN A SENSE AS DATURRYWHIC. DAL R 0 E 01 UP GOING PIPE'-1 ON OPMA 11 IT OGROW EYE AL' 35 AM,N ALL MAY BE EED BE.7 HIS ODTTINCOR SHALL L FACDIFFICULTY 1HA O APPEARSALL MAVExcoumALL U µLOBS NOTED OTHERVM anPLY O S UTPOIN C wcu.sTRACTORSHAONNFLET TTHE ATEA TE ALL ONTNEOTHER m. NET S S UNDER WHICH PULL BE THE W ® AT ©O@y PERFORMED.HI 8 FALL COORDINATE ITS WORK 10 THAT RGOES AINTERFERE GENERAL TORS ISIOTOUBGREPULD, THEDONcaxrHH SHALLGUARANTEE HIPaORK FOR HETH�DPOF ONEEwoo THEY BE FBIBUT NCEPTAOWIFANY AL O= N DEEcamN IN MAPTCHUS ORWOHmwATOR WITHIN TFIC BRAGG YEAR SHALT BE ORGESEERATDOANSPRONALL OS 4 1 '2 a3 TO THE OWMATEHA �A P'- ,D THE MINING SHALL ® So ,o. GAEPIPINDBHULEE Ec„eouLEmeuc.STEEL PmEOUR THHuosDMALLEARLEIRox ET,NNGs.u.G.B PnNG SHALL BE M_ PumEDVEuow. p� I Q ® _ _ �� 9€. i,. CAR HATOREGROUND PTA ABDICATOR NOFTHE ARSERIES PIRENTvsPPawEDGssBALL FROM EQUA ENTOPUTOrvYALVE ANDGxEH i ® �I N ' ELECTRICALLY CONTINUOUS AND BONDED TO ANYGROONOING ELECTHDOEB.EACHEwiP.wmsHUTOFEV.LME SH.LLME O ® ® LJ o OUCH s. FURNI nwmFTALL OR THE IHEDuew HANGERS,sm RING EQ IPMENT, .a HEOUHEMEmsEoa THE lxsTALUTIox OEUL PLUMBING EQUIPMENT, I Ia. FOR MAT AMR INSTALL FAME TAC ON Drs MAIC NAME TAD SHALL BE METAL STAMEED WITH WINE ATrARCHNI STATES o EIRE x EMEET DEFAMES.. / m AID M IE. THE EMEExcU. 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S"^ We M i.uAt An drawing[.M, - OO BB^ OGOB mG^P nvw tpuu arelertrxe Aa—e 'w OOOOB p0 naMa pnlY CN must -^ Gamma O& AMl.baa verify and omvlde gyp"" &"" OO WBr AM n1., 6a .�n [ber,",Ad Span Veba u U ,q ANIEL F. �Gf OWBr AWS nLaa 280' nambersro 3 0000& AM A.a parationsfor Ne- yyye O CCG rt OGG ]gmlTE menaladenpa J7,0 MOG ImltE l nts.a�� 1�FC cr O WOGG 19m1R uYtaz _ p0006G ]00 LTE niw] 5 IM HYBRID CABLE v`�Blmoi LINE COLOR CODE COLOR CODE w RF-1 � D oz aT 0 z „ FTI y Z m D 2 = ci 4 m N Z a _ z z � t 0 z P-1 CD Fi-1m 0 0�T FOR CONSTRUCTION RF ANTENNA DESIGN / T� gV Hudson®� \\// e59 0 6 g, , YM' wireless u3r O D T o z Nz o z Z D z CC) o � N TT Z N ^ - Vl z z � 00 z r] co FTI FTI FOR CONSTRUCTION RF ANTENNA DESIGN ia ' HudsonO® \\// wireless N'OAI vua Pa Y / THOMAS W.HILDRETH ' Mobile:603.566.4154 Office:603.628.1177 C LA N E Email Tom ted in NH,M ane co E Admitted in NH,MA and ME MIDDLETON 900 Elm Street,P.O.Box 326 Manc�Qh.-.eys�ter,NH 03105-0326 Q }p [ m.3rP E d '�gp October 1,2015 OCT 0 5 2015 Kimberly Driscoll,Mayor Robert Mitnik,Chair DEPT.OF PLANNING& Salem City Hall Salem Redevelopment Authority("SMAMUM n,DEVELOPMENT 93 Washington Street Salem City Hall Salem,MA 01970 93 Washington Street Salem,MA 01970 Jessica Herbert,Chair Salem Historical Commission("SHC") Salem City Hall 93 Washington Street Salem,MA 01970 Re: Verizon Wireless Rooftop Installation at 217 Essex Street Honorable Mayor Driscoll,Chairwoman Herbert,and Chairman Mimik: The purpose of this letter is to request your assistance on behalf of our client,Verizon Wireless,in resolving a difference of opinion between the SRA and SHC. The difference concerns the details of a new Verizon Wireless communications facility proposed for the rooftop of the building at 217 Essex Street,and has contributed to a lengthy delay in Verizon's efforts to improve the coverage and capacity of its wireless network in downtown Salem. Following is a brief summary of the history that brings us to this point: PAST The Orieinal Faux Chimney Plan In the spring of 2014,both the SRA and the SHC were presented with the same plan,dated May 16,2014,utilizing a faux chimney to contain four antennas,comprising two of the three sectors designed for this site. SHC thought that the faux chimney was out of proportion with the existing elements on the roof and it relayed that opinion to Verizon's regulatory consultants,EBI,in a letter dated September 8,2014. SRA didn't like the faux chimney and, based on the recommendation of its Design Review Board,approved a plan with naked antennas.That approved plan was dated June 30, 2014. SRA's approval is reflected in a letter dated July 11,2014,and it is on the basis of that approval and plan that a building permit was issued. The State Historic Prekervation Process In 2014,EBI was handling the interactions with SRH and McLane Middleton was handling the process with SRA. While both interactions were happening at around the same time,there was no intersection between them and the conflict between the SRA and SHC did not become apparent until later in 2014,as Verizon was trying to complete the federal regulatory process involving review of the proposed plans by the Massachusetts Historical Commission ("MHC"). When the conflict became known,EBI and McLane Middleton together met with SHC. When presented with a choice between the plan utilizing the faux chimney and the plan with the naked antennas, SHC chose the faux McLane Middleton,Professional Association Manchester,Concord,Portsmouth,NH I Woburn,MA McLane.com. City of Salem October 1,2015 Page 2 chimneys and communicated that position to EBI in a letter dated June 8,2015. EBI reported the SHC position to MHC as part of the MHC review process. We also brought the conflict to the attention of SRA,which reiterated its position to the MHC in a letter dated June 19,2015. Action Suggested by MHC MHC grappled with the conflicting positions of SRA and SHC and suggested a path forward in a letter dated August 12,2015. MHC expressed concerns about the visibility of some rooftop bracing in the same manner as SRA. At the same time,MHC suggested utilizing potentially smaller faux enclosures along the lines suggested by SHC. Since the time of that August letter,Verizon has been working on a way to design the site utilizing a faux chimney or similar type stealth enclosure,but in a smaller dimension than originally proposed in an effort to thread this needle. A plan that can winapproval of both SRA and SHC will also pass muster with MHC. PRESENT And this brings us to the present and where we could use your help. Verizon's design team has completed work on a re-design that we would like to present to both SHC and SRA in hopes that it will win approval from both boards. We have been in touch with Andrew Shapiro,the Economic Development Planner who provides staff support to the SRA and its Design Review Board. Andrew is in conversation with his colleague,Natalie Lovett,the Community Development Planner,who provides staff support to the SHC. The two staffers are conferring with the chairs of their respective boards and trying to arrange a couple of dates in the next two weeks when a Verizon delegation could meet with both staffers and the chairs to review the proposed reconciliation plan and to chart a course for moving the plan through the formal review and approval process. Following the initial informal meeting,we expect that the proposed sequence will be Salem Historical Commission, followed by Design Review Board,followed by Salem Redevelopment Authority. We write to you now to request that you do what you can from your respective positions to help this process move along as quickly and smoothly as possible. Verizon is most anxious to enhance its wireless service in the heart of your community,while at the same time respecting the rich history and heritage of Salem. We appreciate all appropriate support and assistance you can offer to help us iron out these local differences so that we can move on with implementation of the project. S' c e yours, Thorr s W.Hildreth TWH: ec: R. Enright,VzW S. Arena,EBI C.Webberly,SCG 96219\9693188.v1 RECEIVED AUG 112015 WK.OF P ANNPm& -. August 12,2ols The Commonwealth of Massachusetts COL*A#Ry oevELOPMENT SusanArena William Francis Galvin, Secretary of the Commonwealth Architectural Historian Massachusetts Historical Commission EBI Consulting 21 B Street Burlington,MA 01803 RE: Telecommunications Installation on Eastern Bank 217-221 Essex Street, Salem,MA;MHC#RC.23937 EBI Project Number: 61144726 Dear Ms.Arena: The Massachusetts Historical Commission(MHC)has reviewed the information you submitted,received July 13, t 2015,and comments from the Salem Historical Commission, Salem Design Review Board,and the Salem Redevelopment Authority concerning the revised proposed project referenced above. The subject property at 217- 221 Essex Street,historically known as the Hoyt Block,is located within the Downtown Salem Historic District and is listed in the National and State Registers of Historic Places. After a review of the information submitted,MHC r staff have the following comments. The revised proposed Verizon project consisting of the installation of four tall exposed antennas with vertical and diagonal bracing at the southwest corner of the subject property rooftop,two antennas to the penthouse,and other associated equipment is described in the informational packet that was submitted to this office,received July 13, 2015. At this time,the MHC is concerned that the height,location,and diagonal bracing of the antennas proposed for the southwest comer of the subject property will be visually obtrusive from at least one major thoroughfare within Salem and will alter the character of the building. The MHC requests that the project proponent explore the feasibility of locating the antennas proposed for the southwest comer of the subject property rooftop to another location on the rooftop or to enclose to antennas within a stealth chimney enclosure. Relocating a portion of these four antennas and placing the remaining antennas within stealth flue pipes and/or a smaller stealth chimney may also f provide an effective alternative that would preserve more of the historic architectural characteristics of the rooftop. Please submit a copy of the above requested information to Jessica Herbert,Chairperson, Salem Historical Commission,Salem Historical Commission, 120 Washington Street,Salem,MA 01970. The MHC looks forward to receiving and reviewing the comments of the Salem Historical Commission. a These comments are offered to assist in compliance with Section 106 of the National Historic Preservation Act of 3: 1966,as amended(36 CFR 800),and M.G.L.Chapter 9, Section 26-27C,as amended by Chapter 254 of the Acts of 1988(950 CMR 71.00). Please do not hesitate to contact meat this office if you have any questions. k - Sincerely, Ryan Preservation Planner Massachusetts Historical Commission xc: Salem Historical Commission Jane Guy, City of Salem ' I 220 Morrissey Boulevard, Boston, Massachusetts 02125 --- -- -- -------(619)72 =8490-•—Fax.-(617)-9-29512$_-_ --- ------- -- ------- www.see.state.nta.us/mhc