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0013 - 0013 1/2 MEADOW STREET - BPA 15-34 & 41 4 � l i :,K % � 33, _� I`15 ! �'� 'RecEiv � � TheCommonwealthofMassachusetts SERVIC -$ � ` � Board of Building Regnlations and Stsndazds , CITY OF � � � tais ,,S.Sy_E� Massachusetts State Building Code,780 CMR �A R'ev�eddKar�D1� ,\ Building Petmif Application To Construct,Repair,Renovate Or Dernolish a �— One-or Two-Family Dwelling �' T6is Section For Officiet Use Oa � �,� EuiW�n8 Pecm!t Namber. Date A . � � �� . , S�� . � o ��N�� _^ � SECTIOIV 1.9TtE IIVI?ORMATION �� l��p'-+� I l.2 Aseeanora Map&Parcet Numben l.la Is this an tCd ShC¢t?yeS p0__ Map Number Qe�� 13 ningloformalio�k �� 1.4 PropertyDimeasioos: � . 1 �Zomng Diatrict Proposed Uee Lot Aree(sq @) Frontage(ft) 18 Building Setbacks(tt) Front Yard Side Yards ... Reaz Yard � �I Requiral Pmvided Required Pnwided Required �v�� 1.6 Water Supply:(M.G.L c.40.§54) 1.7 Flood Zone IotormeNon: t.8 Sewage Uispoael Syatemt Zonc: �Outside Floed 2one? Municipel�On siu diaposel ayslem D '�.• � Public Privete❑ Check if as� ' . SEC770N2::PROPER'FYOWNERSAIP� 2.1 'ofR rd• �fiV��/ / �I �C _�I l' Ciry,Statt,ZIP � � � �.N�Street �r � � telepfione Email Addresa � � . . ,.; � �� :- ,, �..: SECTION 3:DESG�IP9'IbN OF RIZOPOSED WORK3(eheck sil.t6at rpply)•�; Now Construction❑ Fadsting Building� Owner Occupied d Rapairs(s) � Alteradon(s) � Addition ❑ , T Demolidon p Accesaory Bldg.❑ Number of iJ�ta � Lhcr O Specify: Brief Descriptioa of Pmposed Worl�: ��e'S_.�'� . SEGTIONAs E67Ib3ATED CONSTRUCT/ON COST$ ;> ttem Estimsted Costs: p�¢iel IIee Only ' bor and Materia4s 1.Building $�-D � 1: Huilding Pemilf Fee:$ ]ndicaze how fee is dete�niined:' ❑gtandafd City/fown Application:Fee 2.Electricat $ �J p T�p[pj�t Cost�(Ytem 6)x multlpiier x 3.Plumbing $ 0 � 2. Other Fees: $: 4.Mechanical (HVAC) . S . . List: ._ � :" 1 . 5.Mechenicel (Fire $ Totzl All Fees:$ , Su ion Check No. �Cl�eck Amounk C9eh Amo�nt:�,_' 6.Totat Peoject Cost: $�.Sj a0 O. Cm Cl Paid in Fuli _ ❑O�fstsnding Ba►enca llue � ,� , _; . CITY OF S.�1.LE:�I, l�'L�SSx1CHUSETTS , BCII.DCVG DEPAR'I1(EVT \ 1?0 WASHiNGTON STREEI'�3"O�OOR '�7- (97l� �i5-9595 KlJtBERLEY DRISCOLL FAX(97� 740-9846 �fAYOR "THOM.�s ST.P[�tg DIRECTOR OF Pt:BLtC PROPER'IY/Bl'ILD[SVG CO�L�((SS[O�iF.$ Construction Debris Disposai Affidavit (required for a11 demolition and renovation work) In accordance with ihe sixth edition of the State Building Code, 780 CMR section 11 I,5 Debris,and the provisions of MGL c 40, S 54; Building Pe�it# this work shall be disposed of in a ro erl 1 icensed waste dis osal fac li��debqs resulting�pm I I I 1, S 150A. P p Y P � tY as deSned by MGL c The debris wi11 be transported bq: I �r �G� � ��h. � : i/�i� ��n �e� v��e� (neme of hauler) � The debris wi11 be disposed of in : i � I i (�me of facility) I • (address of facility) � / � � � � � I �; . , � j I S ture oFpermit applicant � � v I :,� � � clate � Jcbriy�0'dqC � � I ; � � ` � ,:: , <; '., SF�T[ON Sr CONSTKUC"TION SERVICFS ;.• . s.t Cooanucuon Sapervieor Ilcenne(CSL) (a C _��'J:3 7G�C� `_,��_a�/G� —s�� ,��y � L��N�,� ��a o �Neme of CSL Holder List CSL 7ype{see below} �jp�-� �rf1�vP S i/�t-c i� .� o�;vri� No.azd SVeet . '. .�.. / _ F^^ � �/ 5.7� ...0 � Unrestricted uildi u w 35 000 cu.fl. ��/{�yV� � '4� R Rectrictedl&2Famil Dwetl' .Cityl1'ovm,State.ZIP ' M Mzs ' RC � Rao Gov � . WS WiadowendSidi - . " . . i. SF Sotid Aael Buming Appliencoa 1� �.-0 6 `I`I G r �s�,�on Tei hoae 'Finail addrcres D Demolition. 5.2 Regietered Home tmprovemeot Contractor(HIC� . H[C Registretion Number Expiretion Dam .HIC,Compny Name or H(C Registrant Neme � .No.and Street � � Froail addrsss Ci /f Sta ZIP Tel hone ' `: SEC170N 6.WORKERS'COMP$NSATION IIVSURANCE A.FFII?AVIT iNI.G:L.¢35Z:�.25i�(¢�� ., Workecs Compensation Insivaace affidavit must be completed and submitted with this application. Fai(ure to provide � ! thie affidavit wilt resuit.in the denifll of the Issuance of the bui�ing permit. � � Signed Affidavit Att�hed? Yes.:.:......❑ ,Na.........:.❑ SECTION 7�t:09VNE8 AETTEIORIZA'370N TO BE COMPLETEp WfI[;N.;a _p " >g: NT OR.CON'f�kAC'fOR APPLILS FOR BfJiLAAVG. "I,sa�Owner of the subject P*ope�tl',hereby.auEtrorixe . �,, to act on my bebslf,in all matters relative to work autNorized by this building pemilt application. ' '� -.�� "lr��n ,�� ,��pr_ -�,��---.- pnn'��a�me�lectroni Signatwe) SECTION.76:OWNER�OR AUT1�d`RIZED AGEN'1'DECLAAe4TYON ",,. � gy p�teer'»ng my name bclow,I 6ereby attest undet t6e pains aai penalties of pe�jury diat atl of the infotmation conmi ed in Utis appliceUon is true and accurate to t6e best of my knowledge and uadaietending. �lbeRF 5ri+ansdr� Print wner's ot AWhDriud AgmCa Nama(ElecUonic SignaNre)� �� _ . ' - . . NQ"�'ES{ � - 1. An Owner whu obtains a building pecmit ro do hisTher own work,or an awnar who hires an ameBietcred coutractor (not cegisterad in the Home Improvement ContracWr(HtC)Program),wili�have accese to tfie artii4ation progtam or guatenty fimd mder M.G.L.a 142A.Other important infoimafiou on t6e HIC Prog�em can be faund at www.maes.¢ovioca InfoTmation on tfie Construction Supervisor Licanse can be found at www mAas gov/dos '2. Wtien aubstmtial work is planned,provide the information betow: Tofai floor area{sq.ii.) {iaciudinggarage,finished basemenUaztics,decks or porc6) '�.:Gmss liviog area(sq.R) . • Habifsble room count . Namlie�of fireplaces Number of bcdrooms e Number of bathrooms Number of halflbaihs Type of heatiug syefem Number of decks!porches Type of cooling syetem Enclosed Op�� 3. "Total Project Square Footage"may tie substituted for"Total Project Cost' Y ` ` Work to be performed at 13-13.5 Meadow Renovate new kitchens Cosmetic repairs and improvements including refinish and install new floors,paint Install new closets Renovate new bathrooms , New electrical and plumbing as needed ° Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjary that the following is true and accurate. Property Location (Please indicate Block# and Lot# for locations far which a street address is not available) , No. and Street City/Town Zip Name of Building(if applicable) For the above described property the ollowing action was taken: I Water Shut Off? Yes ❑ No �/ Provider notified and Release obtained? Yes � No ❑ II Gas Shut Off? Yes ❑ No L�' Provider notified and Release obtained? Yes ❑ No ❑ I ra� Electricity Shut Off? Yes ❑ No Provider notified and Release obtained? Yes ❑ No ❑ ' Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ ' Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ , Other(if applicable) I ;� CITY OF S.�LE�f, 1��L�SS.�CHi;SETTS BtiIIDr.iG DEPARI'J[E.�iT ,• `�• 1?O W iSHINGTON STREET,3�O FLOOR � �� " TEt.. (97� 7i5-9595 F.�x(978) 740-9846 ICI\igERI.EY DRISCOLL ititAYOR "I�oas,►s ST.P�tns DIRECTOR OF PCHLfC PROPEATY/Hl'II.OL�1G CO�L�IISSIO�iER Workers' Compensation Insurance A�davit: Builder9/ContractorslElectricians/Plumbera 4pnlicant (nformation Plcase Print Leeiblv � \ / V�it1C (Busiinv.OrganizatiuNlndividual):� � v ��l'—rtC�ll�SC7� {-, il Addrass:��.�)r�1ia �1'P� City/State/Zip:�►A'� . "M�' b�a'� Phone l�:_��,`'�� 1�� ' Are you an employer?Check t�uppropriate boxe 'fype uf project(requlred): 1. am a ianployer wich S 4. ❑ t azn a general contractor and 1 6. ❑New wnawc[ion employees(full and/or pan-dme).• ��e hired the sub-conttactors 2.0 I am a sole proprictor or partnao- listed on the attached sheet� �• modeling �hip and lu�ve no employee� These sub-contractors have S. �Demolition working for mc in any capacity, workers' comp. insurance. g, �guilding addition [No workers wmp. insurance A � We are a coqmration and its �0.0 Electrical repairs or additians reyuireJ.] officers have e�cercised their `3.� 1 am a homeowner doing all work right of exemption per MGL !I.Q Plumbing repairs or additions myself.(No workers' comp. c. 152,§I(4),and we have no 12.0 Roof repairs insurance rcquired.)� employees.[hTo workers' �3,0 Othn comp. insurance eequired.J 'Any eppli�mn tlwt aiuxks boz 61 must atau fill uui Ihe xc�im 6clow slroaing thcir worken'comprnuqon puli�y infurtnation. �ILwncuwm.n whu su6mil Ihis a�davit indicaling ihry are doing all work and�hrn hi2 outside cantmcrors muit 5�bmit a�w�RJ�vit indioting xuch =('un�n�yon�Mt chrck Ihis box m�nt anxhpt an aiWiriuml xh«�showing ihe name of Me sub.convecwn and the'v wohen•comp,poliry infamution, /um aa emplayer rhatls provid/ng workers'compensation insuronce far my emp/oyees. Below�s rAe pnllcy and Jab slte injormuiion. Insurrnce Company Name: S.J�� Policy H or Self-ins. Lic.#i �� Expiration Date� � � � p �- � � �l ��1 \ �p Job Sire Address: �� }�f�°,�. < 19s1hN� ��iry/State/Zip: �'�QNH � �'1' � .1ttac6 a copy of t6e workero'compensatioo poifcy declaratian page(showing the policy aumbor and expiralloa date). Failure ro x:cure coverage as required under Scction 25A of MGL c. {S2 can lead to the imposition of crimina!penaltiea of e finc up ro S 1,500.00 urai/or one-year im nment,as well as civil prnalties in thn form uf a STOP WORK ORDEItand u,fine of up to S_'S0.00 a Jay against the violato . 13e advised that a copy of this staeement may lx forwurdcd to the Ol'fice of Investigaiivai uFihe DfA for insumnc cover�gc veriticatiun. /Ja hereby rert iu er a ns ax �mltles ajperfury rhut r6a i��jarmalion providrd ubove Is true und correcf. >n-u �re• t)ate: �� Phnno x: ��"�±'lm "�^_I'l�l� O�ria!ast oiily. Do not wrile in fhis urea,to be cu�ap/tted by ciy oi lowa a�cia[ City ar Tuwn: PcrmiUl.Icenye# lssuing Authorily(circic onc): �.lSoard uf Ilerlth Z.Ruilding Qepartmen[ J.City/1'own Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.0�6er Contact Person: _ __u_ Phanc ti: /'1 OP ID: COHA '4�coRo' CERTIFICATE OF LIABILITY INSURANCE DATE(MMrDD/YYYY) 'I 01/07/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLV AND CONFERS NO RIGHTS UPON THE CERTIPICATE HOLDER. THIS � CERTIFICA7E DOES NOT AFFIRMATIVELY OR NEGATVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CER7IFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUiHORIZED REPRESENTA77VE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlflcate holder Is an ADDITIONAL INSURED,the policy(iea) must be endorsetl. 1}SUBROGATION IS WAIVED, subject to the terma end conditions of the policy,certain polfdes may requlre an entlorsemeM. A statement on thls certlBcate dcea not confer rlgMs to the �� certlflcete holder in Ileu ot sueh endorsement s. '. PRODUCER Phone:978-688-6921 rypME:�T C�aigChilds � Maedonald&Panglone Insurence PHONE Fax �' P.O.Box 42s Fax:978-688-5350 No EM:97a-GH$-s9Z1 a�c No:9�6-668-5350 1oa Maln Street E��A�� crai Qm in Norlh Andover,MA 01845 . nooaEss: 9 p s•n2t CralgSChllds PUS�MERID9 MJRUS� INSURER(S AFFORDINGCOVEflAGE NAICS �nsuReo J Russo Construction LL ir,sunenn:Commerce Ins Co 34754 16 Columbla Ave ,Ns�,qEp s:Technology Insurance Company Lynn,MA 01902 IN9URERC: INSUflEfl U: INSUflEF E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY E%P �7R TYPEOFINSUflANCE POLICYNUMBER MMND/YYYY MhLDO/YYYY LIMITS GENERALLIABILITY EqCHOCCURRENCE $ COMMERCIALGENERALtIABILITY PREMISES Eaaccurre�a 8 CLNIMS-MAOE �OCCUR MED EXP(Arry one person) b PERSONFLBADVINJURY $ GENEftALAGGREGATE $ GENLAGGREGATELIMITAPPLIE&PER: PROOUCTS-CAMP/OPAGG $ POLICV PR0. L� S AUTOMO&LELIABILITY CAMBINEDSINGLELJMIT s � �O A ANYAUTO BDMBXR 11/17/14 77ry7/�5 �aaccidenry � BODILV INJURV(Per person) $ ALL OWNEO AUTOS BODILVINJURV(PerecciEent) E X SCHEOULEDAIJ�OS PROPERTYDAMAGE HIREDAUTOS (Peracciden[) $ NON-0WNEDAUTOS COIII{00 S 1�0 Comp a 1,0 UMBFELLAI�AB p�UR EACHOCCURRENCE $ IXCE33UAB CLAIMS-MADE qGGREGATE $ DEDUCTIBLE g RETENiION $ $ WOflKFASCOMPENSATION X WCSTATU- OTH- AND EMPLOYERS'LIABIIITY B ANVPROPRIETORIPARTiJERIE%ECUTIVEr� N�A WWC3060052 O'I/l9/lA OTJIS/IB E.L.EACNACCIDENT $ �OO�O OFFlCERIMEMBEREXCLUDED? (MandatorylnNH) E.L.DISEASE-EAEMPLOVE $ 1�0�� I!yes,deuribe untler OESCRIPTIONOFOPERATIONSbebw E.L.DISEASE-PoLICVUMIT $ SOO�O OESC IPTIONOFOP ATI 5/LOC 7�ONS/VEHICLES(AttechACOfiD101,AGEkIonelHamerks6chetlula,RmorespacalarequireE) Lan�'scaping/�'ons`�rucfion , CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Salem TME EXPIRATON DATE THEREOF, NOTICE WIIL BE DELIVERED IN Building Department ACCORDANCE WITHTHE POLICYPROVISIONS. 120 Washington St S8I8ffl�MA 01970 AUTHORIZFD REPRESENTATIVE /7 ��/� (�If�G!*c�0' � m 1888-2009 ACORD CORPOFiATION. All rights reserved. ACORD 25(2009N9) The ACORD name and logo are registered marks of ACORD i�� MJRUS-1 OP ID:SR '4�oRo~ CERTIFICATE OF �IABILITY INSURANCE onTe�Mnwonrvv� oiro�izo�s THIS CERi1FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERl7FICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALiER iHE COVEPAGE AFFORDED BY THE POLICIES BELOW. TNIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CON7AACT BETWEEN THE ISSUING iNSURER(S), AUiHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLOER. IMPOR7ANT: I}the cenlHeate holder is an ADDITIONAL INSURED,the pollcy(les) muat be endorsetl. If SUBROGATION IS WAIVED, subjecl to the terms and eontlklons o}the policy,certaln poliNea may requlre an endorsemeM. A statement on thia certiflcate dces not wnfer rlghts to the certifleate holder In Ileu of such endoraemeM s. PPODUCEfl CONTACT NFa Pro rt &Casua nnMe: Miles E. Neivert � y � PHONE FA% Services,Inc. p,� wo �:914406-7908 � No: 707 Westchester Ave.,Ste 201 A�q�s:mneivert@nfp.com White Plains,NY 10804 , NFPCorpweteServices(N1�LLC INSURERSAFFORDINGCOVEflAGE NAICA �r,suaen a:The Travelers Indemnity Co. 25658 � iNsuaeo MJ RUSSo COnstrUCtion LLC INSURERB: c%Michael Russo i6 Columbia Avenue INSIIflEflC: Lynn, MA 01902 INSURERU: INSURER E: INSURER F: � COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RE�UIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFOROED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CL41M5. INSP POLICY EFF POLICY E%P LTR TYPEOFINSURANCE POLICYNUMBER MMIDO/'/YYY MA4DU/YYYY LIMIT3 GENERALUABILITY EACHOCCURRENCE $ ��OOO�O A X CAMMERCIALGENERNLLIABILITV 68Q4C721978-13-42 � 12/05�2014 1?/05/2015 pREMISES eacwrtence S ��Q CLAIMS-MADE �OCCUR MEDEJ(P(Anyoneperson) E 5�� PERSONAL&ADVIWURY S 1��0 GENERALAGGREGATE $ P�OOO�OO GENLAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ Z��O�OO X POLICY PRa LOC $ AU'IOMO&LE LIABILITY CAMBWED SINGLE LIMIT I a accideM £__,_.___ ANYAUTO BODiIYINJURY(Perperson) E ALLOWNED SCHEDULED 60DIlVINJURY(Peracciderit) $ AUTOS AUTOS HIREDAUTOS �N-0WNED PROPERNDAMAGE $ i AUTOS . ERACCIDE . $ UMBRELLA LIAB p�UR ' EACH OCCURRENCE $ E%CESSLIFB �,qIMS-MADE AGGREGATE E DED RETENTION$ $ WORKFA9COMPENSATION WCSTATLL OTH- ANDEMPLOYEfiS'LIABILITY Y/N ANYPROPRIETORIPARTNERIE%ECUTIVE❑ N�A E.LEACHACCIDEM $ OFFlCERrMEMBER EXCIUDED'1 (MantlalorylnNH) E.L.DISEASE-EAEMPLOYE $ If yas,rkuAba under �� DESCRIPTIONOFOPERATIONSbebw E.L.OISEASE-POLICVLIMIT § DESCRIPTIONOFOPFAATIONS/LOCATIONS/VEHICLES (AtteehACORU101,AtltlltlonalRemarkaSehetlule,llmoreapaeelarequlretl) Evitlence of Insurance CERTIFICATE MOLDER CANCELLATION CITY006 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE � THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Salem ACCORDANCE WITH THE POLICY PROVISIONS. Building department , 120 Washington Street AUTHOnRR,ED REPRESENTATIVE Salem, MA 01970 yy"�,,�_ ��' _�.�.«� - �1988-2010 ACORD CORPORATION. All rights reserved. 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A t`��` S}� �: ^^TM �� .. .. �-,..«.. � � �� ' L. �� wwY r u �a,6 x -•-'M .5�� °�� kt � �'A� � � .. -� � � �� WiP YTSYWrP• .�vfSYY`��w��F""�V"s�d+ v�✓�r. ...weutw- a�g .. �� ' i .. �� ry w .� � � � �� . � � •N� �� . � � ' i � *�. . ._ . ,_..ms. N'f a c�_ d i.. . i . David C. Macartney Code Consulting Services 45 Howard Street South Easton, MA 02375 Telephone & Fax: (508)-230-5963 MEMORANDUM TO: Edward O. Nilsson, AIA, Principal, Nilsson+ Siden Associates, Inc. FROM: David C. Macartney�(/�'� DATE: December 23. 2014 SUBJECT: Deacon Giles Distillery, 75 Canal Street, Salem, MA This is to provide a smmnary of the applicable building code provisions pertinent to the proposed work for the new subject tenant. Based upo�information provided by you and others,the following parameters are the basis for this ' summary: Building Construction Type= IIIB Previous occupancy oftenantspace= Group S-1 Other tenants: Transmission Shop= Group S-1 (motor vehicle repair) Day Care Center=Group E'& I-4 Auto Body Shop= Group S-1 (motor vehicle repair) Fire Protection=Building equipped with automatic sprinklers The proposed tenant has been identified as a Group F-1 occupancy (distillery - production of beverages exceeding 16% alwhol content - Sec. 306.]) Per Sec. 912 of Chapter 34, the existing buildings code (2009 International Existing Buildings Code plus MA amendments), changes in occupancy aze evaluated on the basis of whether or not they constitute increases in the relative hazard of the previously existing versus proposed new occupancy relative to means of egress(IEBC Table 912.4),heights and areas(IEBC Table 912.5), and exterior walls(IEBC Table 9]2.6). In all cases, there is no increase in the relative hazard with regard to any of these three categories of hazard. As a result, this partial change in occupancy does not require that the existing means of egress and exterior walls must comply with new construction requirements,nor is compliance required with the height and area limits ofthe code for new construction. A 1 hour fire separation assembiy is reyuired by Table 508.4 to sepazate this new occupancy from the other existing building occupancies. For the altered space,compliance is required with IEBC Chapters 6, 7 and S for the altered space. This will require compliance with the code for new construction for altered elements of the new tenantspace. The tenant space has an approximate total area of 6,000 gross square feet, with 431 net square feet used as a tasting room, and approximately 200 square feet used as office space. The tasting room and office spaces are sufficiently small so as to qualify as accessory azeas for purposes of occupancy classification, but are evaluated sepazately for purposes of determining occupant loads. The main distillery spaces aze determined to have 27 occupants, using a floor area allowance of 1 person per � i Mr. Edwazd O. Nilsson Page 2 December 23, 2014 200 gross square feet from Tab[e 1004.1.1. The tasting room is determined to have an occupant load of 29 occupants, using a floor azea allowance of 1 person per 15 net square feer(assembly-tables and chairs)from Table 1004.1.1. The office is determined to have an occupant load of 2 occupants, using a floor azea allowance of 1 person per 100 gross square feet from Table 1004.1.1. This yields a total occupant load of 58 persons for the tenant space. In my opinion,the capacity and arrangement of the means of egress for the proposed occupancy complies with applicable building code requirements. The existing fire suppression sprinkler system should be evaluated to ensure that it is adequate for the hazard represented by the new occupancy. Also, the relocation of individual sprinklers will likely be required to accommodate the construction associated with the tenant fit-out. Portable fire extinguishers are also required for the new occupancy. i _ � David C. Macartney Code Consulting Services 45 Howard Street South Easton, MA 02375 Telephone & Fax: �508)-230-5963 MEMORANDUM TO: Edward O. Nilsson, AIA, Principal, Nilsson+ Siden Associates, Inc. FROM: David C. Macartney�(/1'� DATE: December 23, 2014 SUBJECT: Deacon Giles Distillery, 75 Canal Street, Salem, MA This is to provide a sumuiary of the applicable building code provisions pertinent to the proposed work for the new subject tenant. Based upon information provided by you and others,the following parameters are the basis for this i summary: Building Construction Type= IIIB Previous occupancy of tenant space= Group S-1 Other tenants: Transmission Shop= Group S-1 (motor vehicle repair) Day Care Center=Group E & I-4 Auto Body Shop =Group S-I (motor vehicle repair) Fire Protection=Building equipped with automatic sprinklers The proposed tenant has been identified as a Group F-1 occupancy (distillery - production oP beverages exceeding 16% alcohol content - Sec. 306.1) Per Sec. 912 of Chapter 34, the existing buildings code (2009 International Existing Buildings Code plus MA amendments), changes in occupancy are evaluated on the basis ofwhether or not they constitute increases in the relative hazard of the previously existing versus proposed new occupancy relative to means of egess(IEBC Table 912.4),heights and azeas(lEBC Table 912.5), and exterior walls (IEBC Table 912.6). In all cases. there is no increase in the retative hazard with regard to any of these three categories of hazard. As a result, this partial change in occupancy does not require that the existing means of egress and exterior walls must comply with new construction requirements,nor is compliance required with the height and area limits ofthe code for new construction. A 1 hour fire separation assembly is required by Table 508.4 to sepazate this new occupancy from the other existing building occupancies. For the altered space, compliance is required with IEBC Chapters 6, 7 and 8 for the altered space. This will require compliance with the code for new construction for altered elements of the new tenantspace. The tenant space has an approximate total area of 6,000 gross squaze feet, with 431 net square feet used as a tasting room, and approximately 200 squaze feet used as office space. The tasting room and office spaces aze sufficiently small so as to qualify as accessory areas for purposes of occupancy classification, but are evaluated sepazately for purposes of determining occupant loads. The main distillery spaces are determined to have 27 occupants,using a floor azea allowance of 1 person per r � . � J Mr. Edward O. Nilsson Page 2 December 23, 2014 200 gross square feet from Table 1004.I.1. The tasting room is detettnined to have an occupant load of 29 occupants, using a floor azea allowance of 1 person per 15 net squaze feet(assembly-tables and chairs)from Table 1004.1.1. The office is determined to have an occupant load of 2 occupants, using a floor azea allowance of 1 person per ]00 gross square feet from'I'able 1004.1.1. This yields a total occupant load of 58 persons for the tenant space. In my opinion,the capacity and arrangement of the means of egress for the proposed occupancy complies with applicable building code requirements. The existing fire suppression sprinkler system should be evaluated to ensure that it is adequate for the hazard represented by the new occupancy. Also, the relocation of individual sprinklers will likely be required to accommodate t6e construction associated with the tenant fit-out. Portable fire extinguishers are also required for the new occupancy. �, • �i David C. Macartney Code Consulting Services 45 Howard Street South Easton, MA 02375 Telephone & Fax: (508�-230-5963 MEMORANDUM TO: Edward O. Nilsson, AIA, Principal,Nilsson+ Siden Associates, Inc. FROM: David C. Macartney�� DATE: December 23, 2014 SUBJECT: Deacon Giles Distillery, 75 Canal Street, Salem, MA This is to provide a summary of the applicable building code provisions pertinent to the proposed work for the new subject tenant Based upon information provided by you and others,the following parameters are the basis for this summary: Building Consmaction Type= IIIB Previous occupancy of tenant space =Group S-1 Other tenants: Transmission Shop= Group S-1 (motor vehicle repair) Day Care Center=Group E & I-4 Auto Body Shop = Group S-1 (motor vehicle repair) Fire Protection=Building equipped with automatic sprinklers The proposed tenant has been identified as a Group F-1 occupancy (distillery - production of beverages exceeding 16% alcohol content - Sec. 306.1) Per Sec. 912 of Chapter 34, the existing buildings code (2009 International Existing Buildings Code plus MA amendments), changes in occupancy are evaluated on the basis of whether or not they eonstitute increases in the relative hazard of[he previously existing versus proposed new occupancy relative to means of egress(IEBC Table 912.4),heights and areas(lEBC Table 912.5), and exterior walls(IEBC Table 912.6). In ali cases, there is no increase in the relative hazard with regard to any of these three categories of hazard. As a result, this partial change in occupancy does not require that the existing means of egress and exterior walls must comply with new construction requirements,nor is compliance required with the height and area limits ofthe code for new construction. A 1 hour fire separation assembly is required by 'Cable 508.4 to sepazate this new occupancy from the other existing building occupancies. For the altered space,compliance is required with IF,BC Chapters 6, 7 and 8 for the altered space. This will require compliance with the code for new construction for altered elements of the new tenant space. The tenant space has an approximate total azea of 6,000 gross squaze feet,with 431 net square feet used as a tasting room, and approximately 200 squaze feet used as office space. The tasting room and office spaces are sufficiently small so as to qualify as accessory areas for purposes of occupancy classification, but are evaluated separately for purposes of determining occupant loads. The main distillery spaces aze determined to have 27 occupants, using a floor area allowance of 1 person per . .+ Mr. Edward O.Nilsson Page 2 December 23, 2014 200 gross squaze feet from Tabie 1004.1.1. The tasting room is determined ro have an occupant load of 29 occupants, using a floor azea allowance of 1 person per I S net square feet (assembly-tables and chairs)from Table 1004.1.1. The office is determined to have an occupant load of 2 occupants, using a floor azea allowance of I person per ]00 gross squaze feet from"rable 1004.1.L "I'his yields a total occupant load of 58 persons for the tenant space. In my opinion,the capaciry and arrangement of the means of egress for the proposed occupancy complies with applicable building code requirements. � The existing fire suppression sprinkler system should be evaluated to ensure that it is adequate for the hazazd represented by the new occupancy. Also, the relocation of individual sprinklers will likely be required to accommodate the construction associated with the tenant fit-out. Portable fire extinguishers are also required for the new occupancy. _ 2X6 METAL STUD @ NOTEi 7pP ❑F 2X6 METAL STUD @ NOTE� TOP OF 2X4 METAL STUD @ NOTE� TOP OF D R A W I N G L E G E N D 16' �.C, WITH 3' WALL / BOTTOM 16' O,C, WITH 3' WALL / BOTTOM 16' O,C. WITH 3' WALL / B�TTOM HATT INSULATIDN OF EXISTING BATT INSULATION OF PROPOSED BATT INSULATION ❑F PROPOSED 5 BETWEEN STUDS, CEILING = 18'-2' BETWEEN STUDS, CEILING FRAMING. BETWEEN STUDS, CEILING FRAMING, 5/8' THK GYPSUM <SEC'TION - CSECTION - APPROX. = 102' (SECTION - APPROX. = 102' B�ARD, ///�' A-1 SSOS:125-27 AS PER SSOS125-27 AS PER - 3505125-18 AS PER / �- � SSMM TABLE FOR 3' THICK SSMA TABLE F�R 3' THICK SSMA TABLE G�R 3' THICK 2X6 METAL STUD @ �j INDICATES PR�POSED _ ��" � ,� � ' �- � —� INTEIRIOR COMPOSITE HATT INTERIOR C�MPOSITE BATT INTERIOR COMIPOSITE BATT 16' ❑.C, (SECTION - � / ` pARTITION � � � � � WALL) INSULATIDN WALL) INSULATION WALL) INSULATIDN SSOS125-18 AS PER � � � � � � � � ' S/B' TYPE X 5/8' TYPE X 5/B' TYPE X SSMA TABLE FOR � ^■ G.W.B CONE � G,W.B (�NE G,W.B C�NE INTERIOR COMPOSITE i I�a � • � I LAYER EACH LAYER EACH LAYER EACH WALL) SIDE> �� SIDE) *� SIDE) 7r� �y�"Se0`�¢Ii�Dif� �_ � ' 63/4 6-3/4 4� 6_�,8 ABBREVIATI�NS �� Q TYPICAL WALL Q TYPICAL WALL Q TYPICAL WALL Q TYPICAL WALL ASSOCIA�ES i�d�. 1 A � I ,,,a,� � A TYPE B TYPE � TYPE D TYPE SP • STILL POT (56' DIAMETER) Architecture � i W GB . GIN BASKET C12' DIAMETER) Plannon Design � g'-a" WC • WHISKEY COLUMN C12' DIAMETER) g � 262 Essex Street � N � � � �� ,� CC . C�NDENSER COLUMN C12' DIAMETER) Salem, MA. 01970 3�-0' 2�-6 3�-0 3�-0 � . . . . . `1 ALUMINUM � � ��—T FV . FERMENTATIDN VESSEL C56' DIAMETER) Tel: (978) 741-5777 r U FRAME Fax: (978) 741-0557 HLT. H�T LIQUOR TANK <56' DIAMETER) N � AND DOOR MPER H�LLOW TE� HOLLOW HOLLOW NAI� DO�R 1�(Z IS A MLT• MASH LAUTER TUN C48' DIAMETER) STAMP: ,,,,,,,,, L SS METAL ADA METAL METAL NEW ROLL DOWN DOOR IN �f Q TY / FRAME COMP�IANT FRAME � FRAME AN EXISTING OPENING , "��u `�",, CLT. COLD LIQUOR TANK C67 DIAMETER) Z � � � = AUTOMA IC N E� THAT MEASURES ��' orl�\' ,. '°. Fl / 1-3/8' 1-3/8' 4 32' 1-3/8' � P�` ' � • • • • � � THICK CLOSER� � THICK TEMPERED m APPROXIMATELY ��\�� BIRCH � BIRCH GLASS BIRCH 13'-11'WIDE X 13'-9'HIGH � W no. 401i << ��= � . . . , . , . � \ � / / � FIRE / SA�ETY LEGEND -ir VENEER VENEER VENEER g CAM6RIp�E. / SOLID / S�LID / SOLID o "1A55' ,:,/. \ CORE C�RE CORE � � EXIT SIGN CDUAL-LITE EVEURWE) y� p-'�' DO�R, D�OR, DOOR, F4�TH s= t'� p TYP, TYP, TYP. EB� z EMERGENCY BATTERY UNIT ��/p�fiUL � CANAL STREET ALUMINUM STOREFR�NT D�OR N�, �2 D�OR N�, � D��R N❑,'S 4� — �5 <DUAL-LITE LM40-12V) D�❑R N�, Q �x = STROBE, WALL M�UNT, 75 CANDELA NOTE� PROPOSED 5.5' Mt I A� s KEY PLAN STUD WALL T❑ ALIGN WITH _ - - - G E N E R A L N❑T E S � SCALE: 1/32" = 1'- 0" CENTERLINE ❑F EXISTING COLUMN/PIER AS INDICATED 1,) ELECTRICAL AND MECHANICAL SCOPE � � EBU ❑F W�RK PR�VIDED BY ❑THERS, 0' 8' '16' 32' 64' �o�_n" EBU 2J NEW PARTITIONS T❑ BE BRACED AS � REQUIRED T❑ EXISTING STRUCTURE AND n CEILING, � ; N I ��t' �3'�" �: ' �-. � ��.�" � a�.9 un• � F V F V � � CLT r NEW MOP FL�OR 4�4„ ' 4 ia' � ,��j — PAN �'-b LOCATION �F ��n� ;�. SP � � EXISTING WATER , -� _----' _ TASTING R❑�M > _ � W O SERVICE "� v �a `" SL�PE � � r o� O W � t I A 02 03 D �Gyt GB PADEIS APPROXIMATELY � O �i�, � �� MECH ', O ' A �Q SLOPE O �,�C DRAIN 1100SQFT � CL, x � r �; ■ �6r � r . ♦� Q " �^ � � CC w M/ � � � � � � � � N � � � Q � m �; �� o � A r �' ' GJ�$ � ��.a" � v r 1 -�k-�` 5 u �i � n � �� e � - S��o � � � DN e � � � � i � e° . � a � e�° � � � � i Es� , �"� � " = HLT MLT �F , , _ - . bo� c�R�oM n,_p� . i,rz ei-°Pe -1 �- � �ii u-a �p(>F' � � p Y � �- � � a `� 1 TM�fflp�z�N �ii��i�� ir� � �,_�u R.o NEw PAssa�E = 1 i „ �� 4 4 �'� �4 � B�NDED AREA � � � D�OR IN NEW o � i �� - WAREH❑U E OPENING, 1 , vz � , � � EE� ,�� • � ❑FFICE � 105 104 B❑ILER � / p_g � � � � APPROXIMATE BREAK POINT � OF EXISTING SLOPE DOWN NOTE� EXISTING COLUMN„ • FROM EXTERIOR GRADE, ALIGN WALL. EXISTIING PASSAGE DOOR �� IS A L.EFT HAND DO�R, 6'.o ir�• 3'-z^ R.o EBU i�, • � CONTRF4CTOR T❑ CHANGE 5 T❑ RIG�HT HAND DOOR AS INDICA'TED, NEW RIOLL DOWN D�OR IN D � EXISTIING ❑PENING, � EBU N O � A ARCHITECTS PROJECT D � NUMBER: 2014.16 ri r EGRESS DRAWN BY: OAH EBU SCALE: NOTED I 5 PROPOSED FLOOR PLAN oaTe: i.s.ia SCALE: 3/16" = 1'- 0" • N�TE� T�P RAIL AND D�OR BEYOND DOES INTERMEDIATE WALL NOT IN7ERFERE WITH MOUNTED RAILS� RETURN T� REQUIRED STAIRCASE WALL AT ENDS, TYPICAL, LANDING, REVISIONS: 0' 4' 8' 16' 32' 14" MIN. NOTEi TOP RAIL OF 41�� RAMP IS CONTINUOUS � 12" MIN. � NOTE� TOP RA�IL AND INTERMEDIATE WALL � TO TOP RAIL OF �- ,$�_ „ ��\ 12" MIN. M�UNTED RAILS� RETURN TD WALL AT ENDS, ADJACENT STAIR, �k�� , � � TYPICAL _ _ INTERMEDIATE RAIL � -�I`' i2" niu. � I DRAWING TITLE• ❑F RAMP IS PROPOSED � CONTINUDUS T� FIRST . I � n BALUSTER ❑N � � - ADJACENT STAIR. - � FLO O R O � / � N � II PLAN & KEY n'-�" m 1:12 SLOPE _ - ' � PLAN 1 RAILING ELEVATION 2 RAILING ELEVATION 3 RAILING ELEVATION 4 RAILING ELEVATION SCALE: 1/4 — 1 - 0 SCALE; 1/4 = 1 - 0 SCALE: 1/4 — 1 - 0 SCALE: 1/4 = 1 - 0 � � _ _ _ _ _ — --.,_.__ _ _. __ _�_ ---- ----- --- _ I r � ' ' 2X6 METAL STUD @ NOTE� T�P ❑F 2X6 METAL STUD @ NOTE� TOP OF 2X4 METAL STUD @ NOTE� TOP oF � � D R A W I N G L E G E N D 16' ❑,C. WITH 3' WALL / BOTTOM 16' ❑.C. WITH 3' WALL / BOTT�M 16' D,C, WITH 3' WALL / B�TT�M BATT INSULATI�N pF EXISTING BATT INSULATION ❑F PROPOSED BATT INSULATION ❑F PROP�SED 5 BETWEEN STUDS. CEILING = 18'-2' BETWEEN STUDS, CEILING FRAMING, BETWEEN STUDS, CEILING FRAMING, 5/B' THK GYPSUM A-1 SSOS125N27 AS PER - SSOS125N27 AS PER - APPR�X, = 102' 350S125N18 AS PER APPROX, = 102' B�ARD, � �"�— ' �� SSMA TABLE F�R - 3' THICK SSMA TABLE F�R 3' THICK SSMA TABLE FOR 3' THICK 2X6 METAL STUD @ / INDICATES PROPOSED ._� ' . �-- - ` � � � —� INTERIOR COMPOSITE HATT INTERIDR COMPOSITE I BATT INTERIOR COMP�SITE BATT 16' �.C. CSECTION - �j PARTITION �' �=— � � � "� WALL) INSULATI�N WALL> INSULATIDN WALL) INSULATI�N SSOS125-18 AS PER / �� Q � � � � -� � I 5/8' TYPE X 5/8' TYPE X I 5/8' TYPE X INTE IOR COMPO I�E / //� � � I G.W.B <ONE l G,W,B CONE G,W,B (ONE � o"_ ' . LAYER EACH LAYER EACH LAYER EACH WALL) s �7L_ �G ^ 1I I SIDE) � SIDE) ��- SIDE) -*-�- �� I�li�o�¢(�� y 6-3/4 6-3/4 4-3/4 6-��8 A B B R E V I A T I�N S 1� ' Q TYPICAL WALL Q TYPICAL WALL Q TYIPICAL WALL Q TYPICAL WALL ASSQ�IA'�ES i�c. a � ' ,,,�,,,g � A TYPE B TYPE C TYIPE D TYPE SP • STILL P�T C56' DIAMETER> Architecture � i W GB = GIN BASKET C12' DIAMETER) Planrnon Design r _ _ _ _ __ _ _ _ _ � 5'-a" WC = WHISKEY COLUMN (12' DIAMETER) g � 262 Essex Street �s] N , u � � �� CC • CONDENSER COLUMN (12' DIAMETER) Salem, MA. 01970 3'-0 2�-6 3'-0 3-0 �i Y �r�JL � � �� FV . FERMENTATION VESSEL C56' DIAMETER) Tel: (978) 741-5777 0- • • . . . ALUMINUM ��'T �� FRAME HLT• HOT LIGIUOR TANK (56' DIAMETER) Fax: (978) 741-0557 V AND D�OR �MPER HOLLOW TE� HOLlLOW HOLL�W �l➢I� DO�R �p,� IS A STAMP' � �' Z GL SS METAL ADA ME:TAL METAL NEW ROLL D�WN DDOR IN MLT• MASH LAUTER TUN C48' DIAMETER) Z �_ �� , , , _ <TY� / FRAME A�TOMA IC FR?AME N E� FRAME AN EXISTING OPENING `+��'�" THAT MEASURES CLT• COLD LIQU�R TANK (67' DIAMETER) yu"�;p Nf �"�r��':� � . . . . � / `° 1T ICK CLOSER� � 1THI K 4 32� \ io 1-3/8' APPROXIMATELY f� �� .�� `�� Q � \ � BIRCH � `fl BIIRCH GLASS � v TEMPERED THICK 13'-11'WIDE X 13'-9'HIGH ' � �� „_ 's, � BIRCH � W No. 4011 z�` , �IRE/ SAFETY LEGEND � CnFtor,ioGE. : �� . , . . . . . VENEER VEWEER VENEER . �tas>. � � � SOLID / SOLID / SOLID �?. ti- % � \ CORE CORE CORE � • EXIT SIGN (DUAL-LITE EVEURWE) :a ��-% DOOR, DmOR. DOOR, '. � �rk o�c� _� �_ o TYP, 'TYP, TYP, EBU , EMERGENCY BATTERY UNIT .. " CANAL STREET ALUMINUM ST�REFR�NT DO❑R N�, 02 D�❑R N❑, 03 D❑OR N�.'S 40 - 05 CDUA�-LITE LM40-12V> D❑❑R N❑, �1 � • STROBE, WALL M�UNT, 75 CANDELA NOTE� PROPOSED 5,5' Mt I AL _ — G E N E R A L N❑T E S � NCI_Y PL.AN sTUD WALL T❑ ALIGN WITH � � 'C CENTERLINE ❑F EXISTING SiCALE: 1/32" = 1' - 0" COLUMN/PIER AS INDICATED i,) ELECTRICAL AND MECHANICAL SC�PE � P•'I.�r�'�� EBU ❑F WORK PROVIDED BY OTHERS, 0" 8' 11i' 3T' 64' �o�.i�" �EBU 2J NEW PARTITIONS T❑ BE BRACED AS � REQUIRED T❑ EXISTING STRUCTURE AND ; N I CEILING, � h" d: �� .',�, � 13� F V F V � �'b" *�a a'-g 'n' y� � CLT � NE:W P10P FLO[]R n *—�'' a� �— � � P� IN _� 4 3/4 , , ' �..,�-r``� �� n , �.v .--_ i '1 ,�� LC]CAT[ON f]F�'� .y�'�...'-�-'�'�� 1 �� w SP � � E�;�r�srzr�� waTFR .°• �� `; TASTING R��M �, � , � � � , � � SERVIC:E — ;°�,o �1 � �� J � � � "� v �u � SL�PE � � �,p� ''r, `�,,) AD A �� I � O� A 03 '� '� �"' � GB NOTEi PROP�SED RAISED � � O �c�\' �N LAV,� ` �, �-� � � PAD IS APPROXIMATELY �;��=�.. �MECH �, 102� 3� `i A zR SLOPE O WC DRAIN il00SQFT � � 1 ( L�-, ;; , x, C � _�- � � `" � m r • a 1` �,.J=� �`I ` � N r � O C C o � � . � ��_ ,�'-�----.1 �,;�= O � W '� � ;„ � ��_�� "' �o _:�--"'" �'�w �r �' • G�R� � � � .� � � ;� - ,,'p• I �� f N j � -- °� Q�S�9 6 � � � , � � ��„� 4 p f� �� r � w �Q � � _ _ _ � ( � � �� DN� � q-1 � � __--�� P A Q � V `_-- �� !-�1;�=--_-��--�_- �E EB�,, ' ; HLT MLT ��F ' � ' T oa�� s ��-O -1 ��i�,�� .e �C� � � � � c�a�R �-: � ��i� , fc:: �pM� � � � . � Q 1� El AWD, GE OF �� . „ r�i:i%'� ��Z� R.O � . � FC � �,y� E �,., � 1 N�W F'ASSAGE l "C� �i�iNe000f'-AN I` — � � ��o�r� '�6-s ; � -��. � � n�IOR iN �i`.�i-�-o�`� i '�` f��--� ,:,,-�„� i4 4 � 4 �� I _ WARED UREA � I` U� �-„ ❑F ENIhlG, � �__ �r: �B�l� '� •' `�,v ❑FFICE li ; � 105 j �--�'-9 � �i �� 104 _� � ; BOILER � �� '�'�4 � � �-APPR�XIh1ATE BRE:AK POINT � � ° � � 1 �, OF EXISTING SLCJPE DOWI� C N�TE� EXISTING COLUMN • � '��-{_�� 1 fROM EXTERIOR GRADE, ALIGN WALL , U ��EXISTING PASS�AGE D��R � �'�� _ _.. _ . . , � ; �� I IS A LEFT HANJD DOOR, b�.o irz" 3'-z^ R.o EBU z, i� • i� I CONTRACT�R T❑ CHANGE � ' T❑ RIGHT HAND) DOOR AS ��„ INDICATED, � `!� `��PJEW ROLL D[]W�N DOOR IN D � �� ',EXISTING ❑PFNIING, � EBU '� N � � OO ` �' A ARCHITECTS PROJECT ' a I ' � NUMBER: 2014.16 � '�, � � I ,,I 11 EGRESS DRAWN BY: OAH �1 �I , EBU SCALE: NOTED ��,i�?- � � I�ROPOSED FLOOR PLAN DATE: 1.6.14 � >CALE: 3/16" = 1'- 0" NOTE� TOP RAIL AND DOOR BEYOND DOES � INTERMEDIATE WALL NOT INTERFERE WITH MOUNTED RAILS� RETURN TO REQUIRED STAIRCASE WALL AT ENDS, TYPICAL, LANDING, REVISIONS: 0' 4' 8' 16' 32' 12" MIN. NOTE� TOP RAIL ❑F 41�� RAMP IS C�NTINU�US 2 14 MIN. ' � N�TE� TOP RAIL AND IMITFRMEDIATE WALL � T❑ TOP RAIL OF -� � „ I �� „ M�UNTED RAILS� RETU�N T❑ blALL AT ENDS, ADJACENT STAIR, 4��' DRAWIN G T I T L E: 12 MINI'. TYPICAL, �— INTERMEDIATE RAIL � 12" MIN. �� "_ �___.��----�— O O F R A M P I S � PROPOSED CONTINUOUS T❑ f'IRST �=I"�—T- �T �--r-- � N BALUSTER ❑N � � FLOOR �T---= = ADJACENT STAIR, O � O , c-_—==T— 22"_�� 1:12 &LOPE - � " ,� PLAN & KEY - ` PLAN 1 F�A�,FILl�+lC EI.�EMATIQNI 2 RAILING ELEVATION 3 RAILING ELEVATION 4 RAILING ELEVATION S�',Al.�f: 1!4" == 1' - 0" SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' -0° SCALE: 1/4" = 1' - 0" � � � I __...�...._..�_.__._...__.._...__.�.�-- ---- , - _ _ _ __—_�.,. . _� — � f -- �_ _ ► .EI D 2X6 MEFAL STUD @ NOTE� T�P OF 2X6 METAL STUD @ NOTE� TOP ❑F 2X4 METAL STUD @ NOTE� TOP ❑F — INSPECTIO�' L SERVICES 16' O.C. WITH 3' WALL / BOTTOM 16' ❑,C, WITH 3' WALL / BOTTOM 16' O,C, WITH 3' WALL . BOTTOM D R A W I N G L E G E N D BATT INSULATION pF EXISTING BATT INSULATION pF PROPOSED BATT INSULATIOhI ❑F PROPOSED 1015 �1aR 18 A S 5 l 5 BETWEEN STUDS, CEILING = 18'-2' BETWEEN STUDS. CEILING FRAMING, BETWEEN STUDS. CEILING FRAMING� 5/8' THK GYPSUM CSECTION - CSECTION - APPROX. = 102' CSECTI�N - APPR�X. = 102' BOARD, / A-1 SSOS125-27 AS PER SSOS125-27 AS PER 3505125-18 AS P'ER �- � �- SSMA TAHLE FOR 3' THICK SSMA TABLE FOR 3' THICK SSMA TABLE FOR' 3' THICK 2X6 METAL STUD @ j INDICATES PROP�SED _ _� ��J � � �- � —� INTERI�R COMPOSITE BATT INTERIOR C�MPOSITE BP'TT INTERIOR C�MPOS'iITE BATT 16' D�C� CSECTION - � PARTITION � � � � � � WALL) INSULATI�N Wq�� INSULATION WALL) INSULATION SSOS125-18 AS PER y/%%%%�� I 5/8' TYPE X 5/B' TYPE X 5/8' TYPE X ! SSMA TABLE F�R � ,. INTERIOR COMPOSITE G,W,B (ONE G,W.B CONE G.W,B CONE 1 . LAYER EACH LAYER EACH LAYER EACH y WALL) 1 J� I�¢ � 1I I SIDE) �� SIDE) �� SIDE) � �'I �I�Vlio�¢1/'�ii� 6-3/4 63/4 43/4 6-��8 A B B R E V I A T I❑ N S 4 ' . ` Q TYPICAL WALL Q TYPICAL WALL � TYPICAL WALL Q TYPICAL WALL , AS�OCI�IES ir��. i A TYPE B TYPE �� TYPE D TYPE SP . STILL POT <56 DIAMETER) Architecture � �-� F- � 'i W GB . GIN BASKET (12' DIAMETER) Interior Design ( - -- - - - - - - -- � � Planning 5�� WC . WHISKEY C�LUMN (12' DIAMETER) 262 Essex Street �r,! N CC • CONDENSER COLUMN C12' DIAMETER) Salem, MA. 01970 � . . . . . I' 3�-0n 2��ii 3�-0�i 3�-0�i ' . � . . Y ALUMINUM y� � �� ,�� FV • FERMENTATION VESSEL C56' DIAMETER) Tel: (978) 741-5777 � V FRAME -'�- HLT. HOT LIQUDR TANK C56' DIAMETER) Fax: (978) 741-0557 N � AND DODR MPERE HOLLOW TE� HOLL�W HOLLOW d➢IE! DOOR �{� IS A � Z L SS METAL ADA METAL METAL NEW R�LL DOWN D�OR IN MLT• MASH LAUTER TUN C48' DIAMETER) STA M P: '�3�„„* VJ ` Q TY� � FRAME C�MP�IANT FRAME � I FRAME AN EXISTING ❑PENING CLT• COLD LIQUOR TANK C67' DIAMETER) ''y �� +' � Z = AUTOMA I N E� THAT MEASURES �F�S'S°�"� �`"�:\.' F1 � 1-3/8' CL�SER� 1-3/8' 4 32' � 1-3/8' APPROXIMATELY " ��/�o n:� ��.�� I � .. . . . � io co io �'�'/��'.,;-` � � \ � THICK / THICK TEMPER� � THICK �— ' �— � F I R E/ S A�E T Y L E G E N D ��t :1� _ , 4 13 11 WIDE X 13 9 HIGH "'�� d � � BIRCH � BIRCH � R�� c;n�� n�•7 ,' �;. � GLASS BIRCH 3 r � � 1 ✓ .. . . . . . . VENEER VENEER VENEER � �' ��r„ easc.r.icce. / SOLID / S�LID / SOLID ��es. unsa. ' 'c � CORE CORE CORE � 3.,��. �,��; = EXIT SIGN CDUAL-LITE EVEURWE) y�o � f• DDOR, DOOR. DOOR, "6�+;�'9�p :. ;= ..,, o TYP. TYP. TYP, EBU . EMERGENCY BATTERY UNIT ''�,�� ._ (DUAL-LITE LM40-12V> °' ' CANAL STREET ALUMINUM ST❑REFR❑NT D❑�R NO, �2 D�❑R N0, 03 D❑❑R N❑,'S 4Q - � D❑❑R N❑� OO � = STROBE, WALL M�UNT, 75 CANDELA NOTE� PR�POSED 5,5' Mt I AL � _ ❑F • MANUAL PULL STATION � KEY PLAN STUD WALL T� ALIGN WITH ,� � � CENTERLINE OF EXISTING � SCALE: 1/32" = 1' - 0" COLUMN/PIER AS INDICATED O • SM�KE DETECTOR ' � EBU j '� 0' 8' 16' 32' 64' �o�-n^ Eau � GENERAL N❑TES " �� N- = 1J ELECTRICAL AND MECHANICAL SC�PE II r�, 3,h. - r = ❑F WORK PR�VIDED BY ❑THERS, �'.b" 4 4,� q'-9 IR� N �U r V � � NEW MOP FLOOR . � CLT 2,) NEW PARTITIONS T❑ BE BRACED AS P A N `��4 P-6" � REQUIRED T❑ EXISTING STRUCTURE AND � L�CATI�N OF 3`� �� ,. SP a C E I L I N G, � EXISTING WATER _ - TASTING R��M A - o W O SERVICE � N y c�r� N SLOPE � W � {. ADA 03 r �°u m s �. LAV, `n ��n GB NOTE� PR�POSED RA'ISED � � r � MECH ' � m O PAD IS APPROXIMAT,ELY O �: `, � 102 O � z�l SLOPE O �,�C DRAIN 1100SQFT � CL, x , � � ■ w � `-� � � � s � O �� w � ' � (f� � Q , a o � J � u OO N J a " w � �: -�� R� � � .�, o � ' � A r �q' . �, GV � ��" � �v� e �-* � ; N: � o Q �; F D N 4 1 � r � ' A Q�4eOs� , . � � � Esu , ,�; HLT MLT pF � � �OT� a � 1�11 BIAPE _1 � 11-0 ,9V�c• � i;, . 60°�WAR�OM 7�� .� �i O � . . F' . � v! �TME pAGE�� / ii� $10 R, � NEw PassacE • 1 i TM`E9pOR ;,;- �� '4"4� � e"� 4 � �� B❑NDED AREA � � � DDOR IN NEW o a�� ii,�,. � � _ � WA H � O ❑PENING, 1 � � �� 105 iiii ii �b b V2 � ic . . � � " EBu •' ❑FFICE � B❑ILER � " a-9 � � 104 � � � APPR�XIMATE BREAK POINT � ❑F EXISTIING SLOPE DOWN N�TE� EXISTING COLUMN, • FROM EXTIERIOR GRADE, ALIGN WALL. ' � F EXISTING PASSAGE DOOR IS A LEFlf HAND DOOR, b�-0 v�° 3�-�^R.o EBU 1z, i� � � CONTRACTI�R T❑ CHANGE T❑ RIGHT HAND DOOR AS i INDICATEID, � NEW ROLL DOWN DODR IN D � F EXISTING �PENING, � EBU h � � A ARCHITECTS PROJECT D r NUMBER: 2014.16 � � EGRESS � DRAWN BY: OAH I EBU SCALE: NOTED ' ! i PROPOSED FLOOR PLAN i DATE: 1.6.1� 5 SCALE: 3/16" = 1'-0" NOTE� TOP RAIL AND DO�R BEYOND DDES INTERMEDIATE WALL NOT INTERFERE WITH �` M�UNTED RAILS� RETURN TO REQUIRED STAIRCASE WALL AT ENDS, TYPICAL, LANDING. REVISIONS: (•� 'rj •I� 0' 4' 8' 16' 32' , � I I2" MIN. NOTE� TOP RAIL OF 41�� RAMP IS CONTINU�US � 1Y" MIN. � I NOTE� TOP RAIL �AND INTERMEDIATE WALL TO TOP RAIL �F -��- ,��_�„ �\ IZ" MIN. M�UNTED RAILSI RETURN T❑ WALL AT ENDS, ADJACENT STAIR. � DRAWING TRLE: � TYPICAL, - ❑F RAMPDIS E RAIL �2" MIN. � � PROPOSED � CONTINUOUS T❑ FIRST �p N BALUSTER ON � ADJACENT STAIR, - � FLOOR � O � � - • ° � PLAN & KEY � � � � �� 22'-I" 0 1:12 SLOPE _ _ � I �fl ' PLAN ' „ _ , „ „ _ , „ - -. .__.._ 1 RAILING ELEVAT'ION 2 RAILING ELEVATION 3 RAILING ELEVATION 4 RAILING ELEVATION SCALE: 1/4" = 1' - 0" SCALE: 1/4 - 1 - 0 SCALE: 1/4 - 1 - 0 � SCALE: 1/4" = 1' -0" � � _.__ _ _----------- -- � - - - - _ _ - - - -- - 0 � City of SaCean, Jl�lassachusetts ►a�l 5- `-ic� � � i�.�.�,;�� Fire lnepartment RECEIVED '�,�,,,� INSPECTIOPdAI SERVICES �DavuC`W. Co�fy 48 Lafayette Street �htef SaCem, �Ytassachusetts o1970-3695 2015 MAR I 8�i/A[�'�z�on 978-744-6990 7eG 978-744-1235 Bureau �co�fy @saCem.com `�AX 978-745-4646 978-745-7777 FIRE DEPARTMENT CERTIFICATE OF APPROVAL FOR A BUILDING PERMIT IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUII,DING CODE AND THE SALEM FIRE CODE, APPLICATION IS HEREBY MADE FOR THE APPROVAL OF PLANS AND THE ISSUANCE OF A CERTIFICATE OF APPROVAL FOR A BUILDING PERMIT BY THE SALEM FII2E DEPARTMENT. (Re£ Section 113.3 of the Mass. Bldg. Code) JOB LOCATION: � G�o-G,l S�• OWNER/OCCUPANT: �c�fY�� ,'v�� .._}4.�_ ELECTRICAL CONTRACTOR: � �h5 L'_ FIRE SUPPRESSION CONTRACT c�w (y�C' ' :� SIGNATURE OF APPLICANT: PHONE#: �S r'��3 '�� , a / ADDRESSOFAPPLICANT: �y � �rr`i- /��. CITY/TOWN: �'.,/.�,� V •��• •��/�� APPRO VAL,DATE: Certificate of approval is hereby granted on approved plans or submittal of project details, by the SALEM FII2E DEPARTMENT. All plans are approved solely for identification of type and location of fire protection devices and - equipment. All plans are subject to approval of any otlier authoriry having jurisdiction. Upon completion, tl�e applicant or installer(s) shall request an inspection and/or test of the fire protection devices and equipment. (ADDITIONAL REQUIREMENTS SEE OTHER SIDE) ***** ..........................................��...............................................� NEW CONSTRUCTION PROPERTY LOCATION HAS NO COMPLIANCE WITH THE PROVISIONS OF CHAPTER 148: SECTION 26 C/E, M.G.L.RELATIVE TO THE INSTALLATION OF APPROVED FIRE ALARM DEVICES. THE OWNER OF THE PROPERTY IS REQUIRED TO OBTAIN COMPLIANCE AS A CONDITION OF OBTAINING A BUILDING PERMIT. �_PROPERTY LOCATION IS IN COMPLIANCE WITH� P SION OF CHAPTER 14 EETION 26 C/EM.G.L. � tTM ��i� mo'�iF�c��oaS EXPIItATION DATE: �Z Z� I _� _ _ SIGNATUR OF FIRE OFFICIAL iJNDER 7,500 SQ FT-$50.00 OVER 7,500 SQ FT -$100.00 CHECK# ,�0� 1 In compliance with the provision of section 113.5 of the MASSACHUSETTS STATE BCTII,DING CODE, and under guidelines agreed upon by the Salem Building Inspector and Salem Fire Chief, the application for a building permit shall obtain the Certificate of Approval(see reverse side) and stamped plan approval from the Salem Fire Prevention Bureau. Said application and approval is required before a building permit may be issued. The MASSACHUSET"TS STATE BLTILDING CODE requires compliance approval of the Salem Fire Department,with reference to provisions of Articles 4 and 12 of the Building Code, the Salem Fire Code, Massachusetts General Laws, and 527 Code of Massachusetts Regulations. The applicant shall submit this application with three(3) sets of plans, drawn in sufficient clarity, to obtain stamped approval of the Salem Fire Department. This applies for all new construction, substantial alterations,change of use/or occupancy, and any other approvals required by the MASSACHUSETTS GENERAI,LAWS, and the Salem Fire Code. Exception: Plans will not be required for structural work when the proposed work to be performed under the building permit WILL NOT, in the opinion of the Building Inspector, require a plan to show the nature and character of the work to be performed. Notice: Plans are normally required far fire suppression systems, fire alarxn systems, tank installations, and Fire Code requirements. Under the provisions of Article 22 of the Massachusetts Stafe Building Code, certain proposed projects may not require submission of plans or compliance with new construction requuements. In these cases, provisions of Article 22, Appendix T, and Tables applicable shall apply. This section shall not, however, supersede the provisions outlined in the Salem Fire Prevention Regulations, Chapter 148, MGL, or 527 Code of Massachusetts Regulations. All perxnits for fire code use and/or occupancy shall apply for the entire structure; fire alarm and/or smoke detector installation shall apply to the entire stmcture based upon current requirements as per Laws and/or Codes, but the existing structure may comply with regulations applicable for existing structures. Notice: Sub-contractors may also be required to file individual applications for a Fire Department CertiFicate of Approval for the area of their work. Such sub-contractors shall file an Application to Install with the Fire Prevention Bureau prior to commencing any work for those areas applicable.