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132 NORTH ST - BUILDING INSPECTION (3) � -" _��- i �l -� � j ��f7. � .. � _ � � ��� . #� The Commonwealth of Massachusetts i Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a Onr or Two-F , � (This Section For Official Use Only) � �� Building Pernut Number: Date Applied: Building Official ` SECITON 1:LOCATTON(Please indicate Block#and Lot#for IocaHons for which a sfreet addr s no vaila � 32 tic���� sr S �rt� a�9 �o � No.and Street Ciry/Town Zip Code Name of Building(if applicable) � SECI'ION 2•PROPOSED WORK `� Edition of MA State Code used�� Tf New Construction check here 0 or check all that apply in the two rows below � Existing Building Ci3' Repair❑ Alteradon ❑ Addition❑ Demolition 0 (Please fill out and submit Appendix 1) I I Change of Use ❑ Change of Occupancy L'� Other ❑ SpeciCy: ""f.i';"'�I � Are building plans and/or consWction documents being supplied as part of this permit applica6on? Yes No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No 6 Brief Descripflon of Proposed Work: '.v � �t .r��/i f�'uv A,.,wi�!�_ ,e.F � ��� ��E� /✓ �I.9 N .. ��L6.h .�rrP� SECTION 3:COMPLETE THIS SECTION IF EMSTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an F�cisting Building InvestigaHon and Evaluation is enclosed(See 780 CMR 34) C9� Existing Use Group(s): . Proposed Use Group(s): � _ SECTION 4 BUILDING HEIGHT AND AREA Ewsting Proposed No.of Fioors/Stories(include basement levels)&Area Per Floor(sq.k.) Total Area(sq.ft.)and Total Height(ft.) SEC1'fON 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A 1❑ A-5❑ B: Business ❑ E: EducaHonal ❑ F: Facto F-1 ❑ F2❑ � A: Hi h Hazazd H-1❑ H-2❑ H-3 ❑ H11❑ H-5❑ ' I: InsHtutional I-1� I-2❑ I-3❑ Ih❑ M: MercanHle❑ R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑ S: Storage Sl❑ S2❑ � U: UHlity❑ Special Use�and please describe below: Special Use: � SECTION 6:CONSTRUCTION TYPE(Check as applicable) . IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ � IIIB ❑ . IV ❑ VA ❑ VB ❑ SECTION 7:STTE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flaod Zone Informarion: Sewage Disposal: Trench Peraut: Debris Removal: A trench will not be Licensed Disposal Site C� Public❑ Check if outside.Flood Zone❑ Indicate municipal❑ requ'ued�or trench or specify: Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ , Railroad right-of-way: Hazards to Air NavigaHOn: MA Historic Commission Review Prceess: Not Applicable❑ Is Siructvre within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes O or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edifion of Code: Use Group(s): Type of Construcflon: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulafions: �C• c:ta��,� �O�. �. U . �-� l 3 � ^ SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner `I �j�rn� /Fi ZPe�r �'r CAtin��.�c>ccbF�e c� �vw,,, /`?A �� Name(Print) No.and Street City/� Zip Property Owner Contact Information: OwRrP(/ � �e - .5�(� OUV7 Q7f!�Q ��py� Tifle Telephone No.(business) Telephone No. (cell) e-mail address � iF applicable,the property owner hereby authorizes 'T�� ✓. �ro-rz_ 3 �;rhnzc's /lc' L�wN�.�=�� /Lifl oi9�a Name StreetAddress City/Town State Zip to act on the ro er owne�s behalf,in all matters relative to work authorized b this buildin ermit a lication. SECTION 1Q:CONSTRUCTION CONTROL(Please fill out Appendix 2) E buildin is less than 35,000 cu.N.of endosed s ace and/or no[under Cons[ruction Control[hen check here 0 and ski Sec[ion 10.1 10.1 Re 'stered Professional Res onsible for Construction Control ��,ue �Ck�P� /�.'//�,e 017�- /S 26 /y/� I Name(Kegistrant) � Tele�phone No. e-mail address Registration Number ST �flf��-� � �"S('/Mo,..� -�?L 112Y-7� Street Address City/Town State Zip Discipline Expiration Date 10.2 General ConhaMor ���1 (� �} i2 oT z Company Name T�� �: ��o,� �S� r�a'2 yY 3 Name of Person Responsible for Construction License No. and Type if Applicabte ��/�r c h,���s �cr L ti..,-�'r c✓ � 6/9Sr6 Street Address � ity/Town State Zip Z� z9Z3 7di ?2�_ 29� 3 ����.. �ae7e �2��alo, ea��., Tele hone No. business Tele hone No. cell e-mail address SECTION 11:WO[tICERS'COtvmENSATTON iNSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Tnsurance Affidavit from the MA Department of Industrial Accidents must be completed and subatitted with this applicafion. Failure to provide this affidavit will result in the denial of the issuance of the budding permit. Is a si ed Affidavit submitted with this a licatlon? Yes❑ No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ 26 ,.$�) 2 Building Permit Fee=Total Construction Cost x_(I�s�rt here 2. Elechical $ ZSD O appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC� $ Note:Minimum fee=$ (contact municipafity) 5.Mechanical Other � $ Enclose check payable to � 6.Total Cost . $ 3 2, .S/7. G Z (contact municipality)and write check number here � SEC1'ION 13:SIGNATURE OF BUILDING PERMPC APPLICANT By entering my name below,I hereby attest under the pains and penaldes of perjury that all of the information contained in this applicafion is true and accurate to the best of my k/noJwledge and understanding. V - vGU (�TniPrzRl �i7n.F0.✓�c+� ���� 2Q?� J !�l' Please print and sign name / nTiHe�/ A`Telephone No. Date ��(�C�n r�s �(� C c�!�N f f�C lLJL � Street Address City/Town State Zip Municipal Inspector to fill out this secHon upon applicarion appcoval: Name Date ,:�° CITY OF S.�I.E�I, 1�L-1SS.�CHL'SETTS 3 Btunt�c DeP1xr>cF..�r • q - ����� 1?O\'U.�SHL�IGTON STREET, 3�D�.00R '�'�O' "I�.t.. (978) 745-9595 F.�.r(978) 740-98�16 (��{gFRT F.Y DRISCOLI. �Y.iYOR - TriODUS ST.PSE.aRfi . D[R£CTOR OF PCBLIC PROPENTYfBL'IIDL�1G CO\L\IISSIO`ER Workers' Co�npensation Insurance Aftidavit: Builders/ContractorslElectricians/P1um6ers �p licnnt Infnrmatiore Pic�se Prin4 i,eeiblv V;1171C(l3usiues.'vOrganizaiion,'IndiviAual): J �f� 1��P�Z � Acldress: � ��CInAPr�s �� City/5tatc/Zip: �.a,�rf�i'�, irlff �/��/'/ Phone it: �7�/ 72 � 2 g"�-',� I 1,�rr nu un employer?Check the appropriate box: . 'Pype of proJect(requlred): � I�.U I��m a cmployer wi[h 4. � 1 am a genural cantractor and I 6. ❑New consemceion � employees(fult and/or part-time).° have hired Ihe sub-contxacwrs ?.0 1 am a solc propnoror ur p�utncr- listed on�he uqachcd xhect.� 7. ❑ Remodelin� ,h�p nnd have no cmployccs Thrse sub-contractors have 8. ❑ Demolition . �vurking !or me in any capaciry. worl<ers'comp. insumnee. 9, � 6uilding addition �No worke=i comp. insurance 5. � We are a cornoration mid its �0.0 Electrical rcpaits or addi[ions rcquircd.] � otficers huve exercised their 3.� 1 am a homcuwner doing all work right of ezemptiun per MGL 1 I.Q Plumbing repuirs ot�ddifions myselE [No workers'comp. c. 152, §I(4),and we have no �2,[� aoof repairs insuranca reyuired.)� � empluyecv. [No workere' �}.Q Ofher � cump. inwrancanyuircd.] . 'A^yuppli[vnt ilul checks hux BI mwt olw NI uW Ihe ucliva bcloW ahawing their work<n'wmpenrmiun pulicy inliirtnalion. �I Inmcuu��w�+whu submi�Ihis affd�vil indicaling ihcy arc doinq ail work md thcn hire uutaidc contmctors mmt�ubmil a new aRidavit indi��ting such. =(:��M�'a.:ton�hm ch�ck Ihi�bu<mtut anoeh�d an addiliueul nhr.el shuwing Ilu mm�e o(the tub<amnelota anJ iheir wurkere'camp,pulicy infomuiion. I anr an emplayer that is providirrg ivorkers'coniprnsadun i�isurunce jor my emp(uyees. Qelaw is flie pollcy und Jub sile . ir�jornrution. �� Insurance Coinpany Vmne'�_ �o��J.�� /�/��-F�.q � Policy A or Srlf-i��v. Lic.N: V.J C � '31.P_=_i B747L -llr7 Expiration Date:_���_f�_ � Job Si�e Adelress: / � 2 P��V��— � CitylState/Zip: �,G1��n, �,�{� niq 70 � ,�ttrch a copy uf the�r'oricers'compensatlon puliey dectaratton page(shawing the policy number and ezpiratlon date). F'�ilure tu secure coverage;u requireJ unJer Seclion 25A of MGL c. 152 can lead to�he imposieion of criminal penalties of a finc up m SI,500:00 uml/or one-year imprisonmcn4�s tvcll as civil pena]ties in the Fortn uf n SYOP WURK ORDER anJ a tine nFup to S?50.00 a Jay ugainst rht viola[or. 13e advixd that a cnpy uf this statemcnt may�:fonvardcd ro the Ol'liee of .. Invcs�igwions uf the DIA For insuranca nrvcragc vcriticalion. /do�lrrreby cerrijy unJer rhr puins u»d penalrirs of pe�jury that N�e infurnm7a�pro�ideJ�Lwe is�rur unJ correcL\ Si�m�t irt' Uatc� -��-�` Phonc 1: �� ZZ. � � OJficiu!�ae unly. Do no!wiirt in ihi�•ureu,m be cuuipleted by city or�own nJJiciaL City or'fuwn: ____..... ..__ Prrmit/I.lccnse# _ • . —_._...--___--__---_......--- Issuing Authurily(cirdc onc): � I. lSoard uf 1(ealth 2. I3uilding Dep�rUuent 3.Ci1ylfown Clerk -0. ElecMicai lnspector 5. Plumbing tnspecme G.Otlier Cunluct Pcnon: .. .. .. . . .._. ....._ Phonc ti: 1 Appendix 2 Construction Documents aze required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mazk"x"where a licable No. Item Submitted Incom lete Not Re uired 1 Architectvral � 2 Foundation I 3 Structural � 4 Fire Su ression 5 Fire Alarm ma re uire re eaters 6 HVAC . 7 Electrical � 8 Plumbin include local connections 9 Gas atural,Pro ane,Medical or other 10 Surve ed Site Plan tilities,Wetland,etc. 11 S ecifications � 12 Structural Peer Review 13 Structural Tests&Ins xtions Pro am 14 F'ue Protection Narrative Re ort 15 Existin Buddin Surve /Investi atlon 16 Ener Conservaflon Re ort 17 Architectural Access Review 521 CMR 18 Workers Com ensation Insurance 19 Hazardous Material Mifi ation Documentation 20 Other S eci 21 Other S ec' 22 Other S ec' *Areas of Design or Construcfion for which plans aze not complete at the time of application submittal must be identified herein.Work so identified must not be commenced unfil this application has been amended and the proposed construcfion document amendment has been approved by the authority having jurisdic6on.Work started prior to approval may be subjected to Mple Yhe origina/permit fee. Registered Professional Contact Information I 1`),'an,f r7e�-l:lu /�I��f(t2 �i7_ 493 �/S7 ��s/v� IVame(Registrant) Telephone No. e-mail address Registration Number R Qc'q�S*P�P� AecrntcT `$L S4!-IF/�n kr� (�C�Mo.sf /1'!A- ��V7$ —l'-- Street Address City/Town State Zip Discipline Exp'vation Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address G /Town State Zi Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State Zi Discipline Expiradon Date . .-. . •'L'�`. ��iti011:p69p0![u0ltf�¢26 6 ✓�-�OYf AQav9 . ..�MOdIE�PROVENIENT CONiRACTOR �. � B ��aY :f37243 TYP� • :..�6�iradon: JORU24)74 Ir�viduel ' V.PROTZ:_...-�:.-._,,.;`::,,.��, - t��'.'"___ . ..:` - ' - . TODD PRQR �. - - . > _, 3 RICHA S RD " �:�. � . arn� LYNNREID.9Ak61$4B, "y:�,.; � -Y • ,_ .�..1G�1�.. J3i:i'j' . t��@.} '.iassach;!5?==5 � J?Oa�inien: � `:andaids ' �' 3oard•ai�ui4��ng ?'-3uta±�ons ��d . � � ' (iin+tcuciiun Su1Mni•��c � � . I - `_icerse:� .t y ``�e.:'rn �,.� ,v f .. .q� � . - � TpiDD V PRO'�G � �F�. . . . POBOR87l%° _ LYHI��0194U � , :. = �. a.� . oj'�.�...lf�t9'>a =�w:ra::a� _emmis>icr,er 07104I21H4 � , � � .�. J�. 1 ,`�� � ; � � � ; Lynnfield,Ma.01940 P. :,, � �� Box 692 781-223-2923 . s . '` todd.protz@yahoo.com .:. _. . __.: . . I Proposal5ubmitted To: Pamela Zerber Address: 132 North st ������� Salem, Ma 01970 Phone Number. wenereby:�emi�cneronowingsP�rewc�oo:aoae�cimat�sor: Demolitionandremodelingforchangeofuse. All work to be completed as specified in supplied plans Stock $10,957.62 Labor $21,560.00 TOTAL $32,517.62 We propose hereby to furnish material and labor-complete in accordance with the above specifications for the sum of: Thirtytwo thousand five hundred seventeen------------------------00/100 Oollars Payment Terms: 1/3 down 1/3 at rough balance upon completion Any alteration or deviation from above specifications involving extra wsts wiil be Respectfuliy Submitted: executed only upon written order and will bewme an eztro charge over and above �;� y �,�� the estimate.All agreements contingent upon strikes,accidentt, or delays beyond •All Checks are made payable to Todd V.Protz Acceptance of Proposal Signature � I The above speciflwtions and conditions are hereby accepted.You i ' are authorized to do the work as specified.The payments will be � eas �tr d b � . Signature ni%� Y , - �I.�SR D£59�12.C'.C'e GENERALNOTES: I . CONCRETE � i.COORDIN4TE AND BE RESPONSIBLE FOR THE PROTECTION OF PERSONS AND PROPERTV C O N ST R U CT I O N FOR THE�URATION OF CON6TRlICTION AS REDUIREO 9Y AOENGES AN�FLITHORITIE6 HAVINO 1;qLL CONCRETE WORH 9MALL BE PERFORMED IN CONFORM4NCE WIT}I THE LATE&T E�ITION Oi ACI318, - � JURIS�ICTION. "BUIlDINO COOE REOUIREMENT&FOR REINFORCEDCONCREfE". 2. DONOT�AM40E0UILDINGEIEMENTSANDIMPROVEMEM61N01CATEDTOREMAIN. p.CONCRETESHqLIACHIEVEAMiNIMI1M48DAVDE51GN6TRENGTHASFOLlOW9: DOCUMENTS �. DONOTINTERRUPTUTILITIESWITNOUTTHEWRITfENPERMISSIONOFTHEOWNER. FOOTNG9,WNLLS,INTERIOR9L485-ON�GRADE,FlNOOTHERCONCRETENOTOTMERWISEBPEqFIED� O. REMOVESALVAGEAN�DE6RISFROMTHESREASRALCIIMIILATES.00NOTSTORE6ELL, OUOOPSL EXTERIORSLABSEXPOSEDTOWEATHER-IOOOP61. p/� G A � BURNOROTHERWISEDISPOSEOFTHE�EBRISONTHEBRE. KEEPALLPAVEMENT6ANOARE45 O.SLUMPqTTHEPOINTOF�ISCHARGEFROMTHERE40Y�M111%TRUCKSHALLBE3�5'S 'V'ARCH �V ZO�Y A0.1nCEIJ�TOANOLE4�iNGFROMtHE51TECLEANANDFREEOFMUO,�IRT,AN�OEBftISATALL 4.REINFORCIN6STEEL: ttPICAL-ASTMReiS,OfiADE60,FIELOBENT-A9TMA615,GRAOE4p,WELOE� TIMES.ALL M4TERNL6 SHALL BE DI6POSE0 OF IN F LEGFL M4NNER. WIRE FABRIC�ASTM A185. � S. SORTOEBRi6FORRELVCI.INGTOTHEEXTEIJ�PO531BLE. REMOVEORARRANGEFORTHE S.NONSNRMKGRIXITSHALLBE"EM9Ec0153"6YMqSTEReUIl0ER5,"SONOGROVI"BVSONNEBORN 52STATLERROAD TRANSPORTOGSORTEOMATERIAL56CHE�tIIEDTOBERECYCLEDTOAPPROPR�4TEOPF6RE BIIILOINGPRODUCT6.'FNESTARGROUT'BYU.S.GROtITCOFPORATION,OREOUALA6APPROVE�BYTHE BELMONT,MA0247H FAGWTIESEQOIPPEDFORTHEREGYCLINGOFSPEGFICM4TERWLS. PROVI�ECOMAINERIZED OWNER. TEL:51).p03,]15] �UMPSTEftS FOR THE SORTING OF DEMO WA9TE5. 6.THE CONTRACTOR SHALL 611BMIT A CONCRETE MIX OESION TO THE OWNER FOR APPROVA�qT LEAST B.CEASEDPERATIONSIFPI/BLICSAFETVORREhMININp6Tft4CNRE6AREENR4NGERED. ryyOWEEKePRIORTOTHEFIRSTPLACEMENT. PERFORMTEMPORARILYCORRECiNEMEA6URE6UNiiLOPERATIONSCANBECONfINUED P.INSPECTIONANDAPPROVALBYTMEOWNERORTHEIRREPRE6ENTATIYEeHALLINNOWAVREUEVE -� � PROPERI.Y. THECONTRACTOROFiHEIftRESPON5IBILITVTOPROVIDE0l1ALITVCOMROL,MATERIAL8,AND DRAWINGLIST I SYMBOLLEGEND �.ALLINTERIOROIMEN610N9AREFROMFACEOFGWBTOFACEOFGWBUNLESSSPECIFIG4LLY '�'ORKM4NSHIPFULLYINSURINGTHATTHISWORKWILLCONFORMTOTHECANTAACTREOUIREMENIS. I A� COVERSHEET I I . NOTE�OTMERWI6E. DONOTSCALEOfiAWINGS. AZ CODE REVIEW II ....""'" ::: WAILTOBEOEMOLI5HE0 B.CONTRACTORTOCOORDINATEMELOGTIONOFELECTRIG4LOUrtET6TOMEEfCOOE. ROVGHCARPENTRY A3 BASEMENT DEMOLITION PLAN CONTRACTOR TO 11PGRADE ELECTRICAL PANEL AS NEEDED TO ACCOMMDDATE NEW AO�fTION. 9. PAIN�HNOIORSTAINALLEXTERIORBI�ING,OOORS,WINOOW9,AN�TIiiMANpIMER10R ��A��ROUGMCARPENTRYWORK&HNLLBEEXECUTEOINCONFORMANCEWITHTMEAMERICANINSPME A4 FIRSTFLOORDEMOLITIONPLAN i O E%ISTINGWALLTOREM4IN OF TIMHER CONSTRUCTION"iIMBER CON8TRUCTION STANDAR�b"-AITC 100. &URFACESPEROWNERBOIREGTION. 2.WMENNOTOTHERWISEIDENTIFIED,ALLWOOOBEAMS,JOISTS,RARER6,HEqDERS,6TRIN(3ERS,PV.TE3, p`5 SECOND FLOOR DEMOLITION PLAN �. NEwwn�� ANpSIlL65HALLBE9PRUCEPINEFiR#20R9ETfER,WRHAMINIMUMFE:g�5P61(SINGLEUSE)AN�Fb= AB 2S FLOOR DEMOLITION PLAN � ta. ALLPLUMBINGANOLIaHTINGFI%TUREBTOBEFURNI6HE�BYOWNE(i,INSTALLEDBY I CONTRACTOR. 1000 P51(REPETITIVE U6E),AN�E SHALLBE 1,4000,000 PSI OR BETfER. I � 3.WOOOSTUD6MAYBEEASTERNHEMLOCK,EA3TERNSPRUCE,ORHEM-FIR,GMDED"STUD"GRA�E.%2 A7 FIRST FLOOR LAYOUT PLANS OR BETfER. ��x� �-I � 1 U 11.CONTRACTORTOINBTALLAN0000liDINATEALLHVACE%TENSIONSANDRENOVAT10N6 q,LVL8EAM5,A6NOTE00NPlAN5,6HNlLHAVEAMINIMUMFb=3080PSI,E=Y,OOO,OOOPSI,ANDFv=P85 A8 SECOND FLOOR LAYOUT PLANS I BECTON t INTO NEW BPACE PS REOUIREO. P6L LVL BEAM6 SHALL 9E'VERSALAM"BY B016E CASGAOE. NO 6UBSTIRlTI0N5 WILL BE ACCEPTEO,UNLESS I 1 THEENOINEERSPECIFICAL�YAPPROVE9ANOTHERPROOUCTBUBMITTEDBYTXECONTRACTOR. A9 2.5 FLOOR LAYOUT PLANS , i l ' 12.ALL HVAC.PIUMBIN�,ELECTRICAL,HND FIRE PROTECTON TO BE DE81GN BUILD 5.WOOD"I"BFAMS SHHLL BE"BCP BY B019E CASGAOE. NO SUBSTITUTON9 WILL BEACCEPTE0.UNtE&8 I �'� I o �--�� � �.y� PROVIOEFIREEXTINGUI9HER6ASREQUIRE�BVFIREINBPECTOR. THEENGINEEFSPECIiICFLLYAPPROVEeANOTHERPRODUCTSV9MfITEDBYTHECONTPACTOR. �I� S � M5NI/FACTURER'6 RECOMMENDATIONS FOR BEARING,REINfORGIN6,CUTe,CAMILEVERS,FheTENING, � ' �� �OP TAO ETC.,SHALLBESTRICTLVAOMEREDTO. O � I F-� � / � 6.PLVWOOOWALL6HEATHINO,ROOF6HEATHINO,ANDSOBFLOORING&HALLBEAPAGRADE, � II B y�INDOWTAp TRADEMARKED C-0 INTEPIOR WITH EXTEq10R plllE. SUBFl00flINO 5H41L BE 3R"iHICK TONOUE ANO OROOVE,ANDBHALLBEOWEOTOfLOORJ016TSWITHANAPPpOVEDA0HE61VEPRiORTONAILING.ROOF II q��M1l�eq�, ' SHEATHINGSHAlLBESIB"THICKWHEN3lIPPORT3ARE6PACE�AT16"CENTERB. POR40°CENTERS, p aeceeseoux�w�rtesee�ciEo 6V OWHEP MIIIBf 006iqn LLC SHEATHING SFNIL BE 510"iHICK,qN0 SHALI BE TONGUE AN�OPOOVE OR ALIGNED WRH MEfAL H CLIP6 I I I 5]6tafler Roatl BETWEENRAfTER6. WALL6HE4THINOSHALLBEI/]"THICK. BalmontMA024]0 ].ALLWOODHAVINGDIRECTCONTACTWITHCONCRETEORMABONRY,AN�WHEREVERWOOOIBWIIHIN � we��Mour+rcoscaucesns 61]-993d15] 8"OF FINI8HEOORADE OR PARTOF OPEN DECK CAN6TRUCTION,SHAIL BE PRESSURETREATED. BE4M a s[�¢c*eoavowxen ENDS IN CONCRETE BEAM POCKET8 SHALL BE WRAPPED IN A SELF-ADHERING RUBBER MEMBftANE. I I 9.JOISTANpBEAMHANGER55NALL8EBY91MP50NSTRONGTIEGORP. THECONTRACTOR6HFtL STRICTLYAOHERETOM4NUFHCTUREfteFASTENiNG0.EOVIREMENTS. , I csi�wauouureoibxras Da�e' Issuetlto�' B.IJNLE6SOETAILEOOR6PECIFIEDOTHERWI6E,PROVI�EATLEASTTWOJACK6Tl/05BENEATHEND60F � � se�emeoevowx[n 6TRUCTURALNOTE6: D(12,LVL,AN�PARALLAMHEADER&ANOBEAM6.WHEREPOSTSARECALLEDOUTASMULTIPLEp%5,Bl1CH N51-4X8,3-2X8,41XB,ETC.,ONERXSHALLBEPO6ITIONEOASAKINGSTUDANOTHEBAIANCE6MALlBEJACK 03/18H3 SCHEMATICDESIGN - , GENER4LCONDI110N9 6TU05. ID.FORW�O�JOISTSPANSUPT014FEET,PROVIDEASINGLEROWOFFULLOEPTHBLOCKINGBETWEEN � � 03@SH4 DESIGNDEVLOPMENT 1.G.C. M�6TBOILDEXACTLYWHATI&6HOWNONFIiAMINGPWN6.ANYPFOPObEO JOISTbATMIDSPAN. FOR&PAN6EXCEEDINGI4FEET,PROVIDETNOROW60FFULLOEPTHBLOCKMG i DEPARTURE6FROMWHAT191NDICATEDMt/6T6EREVIEWE�WITHTHEARCHITECTPRIOP BETWEENJOI&TSATTHIRDPOINTSOFiHESPNN. I 03@&14 CONSTRUGTIONDOCS TOCON6TRlICTION. ALLUNAIITHORIZEOCHANGE6TOTHEHPPRWEDDRAWINGSMUST 11.GABLE-ENDWALLSTUOSINCATHE�RAI,PARTihLCATME�f1AL,ORMIOMCEILIN65PACEBSMALL&PAN PROJECTMFORMATION:PERZONINGAMENDMENTSDATED09/10/2009 . BEftEMOVEDANDREPLICEOATTHECAMfiqCTOR'SEXPENSE. �NINTERRUPTEDFROMTHEFLOORPLATETOTHEUNOEft910EOFTHEROOFPAFTERS.THEY6HOUL�NOT SALEMZONINGBi(BUSINESSOISTRICn: 3. DESIGNISOERIVEOFROMNSSUME�FIELDCONOIiIONS.RNVOISCREPANCIE6 BEINTEftRUPTEOBVANVHORIZONTRLPLITE6ORBEAM9,UNLESSNOTEDOTHERWISEONTHEORAWINGS. NEWUSE(R)ALLOWED BETWEENWHATISSHOWNONOUROOCUMENTSANDWHATISFOUNOiNTHEFIEIDMAY 12.MEM8ER6WRHINBUILT-UP0EAM6,WHETHERM40EOF6AWNORENOINEEFE�LUMOER,eHAILONLYBE CHANGETHESTRIICTURALOE&IGµqNDMU8TIMMEOVTELVBEBftOUGHTTOTHE SPUCEDOVERSUPPORT3. ARCHITECTSATfENTIONPRIORTOANYCONSTRUGTON. 13.PROVIDEbIMP50NH10RH2.5HURRICANETIESBEPNEENEACHRAFTER90TTOMANDR'60FARINO FRONTYARDSETBACK: 15'-0"(UNCHANGED) 3.THECONTftNCTOR3HALLCAREFULLYVERIFVALLDIMEN510N6ANDCONDITIDNS POINT. REARYARDSETBACK: 30'-O"(UNCHANGED) SHOWNONORAWINGSPRIORTOCOMMENCEMENTOFTHEWOftKANO5H4LLNOTIFYTHE 14.UNLE99ANOTHERCONNECTOftIBGFLLE00UT,PROVIDEONEBIMP60NA9<FRAMWGANCHORATFACH SIDEYARDSETBACK: 10'-0" UNCHANGED ARCMITECTIMMEOIATELYOFANYDISCREPANCIESBETNEENDOCUMEMS. RAFTEWRIDGEBEAMINTERSECTIDN,ANDIWOWXENRAFTERSFREDOUBLE00RTFIPLEO(ONEEACH ( � 4.THECONTRACTORISRE6PONSIBLEFORALLMEANSANDMETHODSOFTEMPORARY SIDE). FRONTAGE:80'-0"(UNCHANGED) SHORMG,eqACING,OROTHERWI6EPROTECTINGANYPORTONOFTHE6TRUCTURE, 15.GONTRACTOR6HFLLCAREFULLYCOORDINATETHEWORKOFAILTRA0E5TOMINIMIZETHENEEDFOR LOTCOVERAGE40Ya:(UNCHANGED) � � SItEAN�UTILITIESFROM�AM4GE�URINOCONSTRVCTiON. THEARCHfTECT18 CUTSFNOBOREHOLESWFRAMINOLUMBER. INGIROERS,BEAM6,ORJOISTS,CUT6ANDBOREMOLE6 I Mp,J(HEIGHT:30'-0"STORIES (UNCHANGED) A SPECIFYINOTHEFINISHEOCONOf�IONONLY,WRHOtfiA59UMINGKNOWLEDGENOR SHALLNOTBEpEEPERTHANIISTHEMEMBER�EPTHNORMORETHAT2"INOL4METER.,AN�SHALLNOTBE RE9PON310RrtY FOR HOW THE CONTRACTOR WILL AGHIEVE tHIS RE6ULT. LOGATED NEARER TO THE END OF THE SPAN THNN THREE TIME9 THE MEMBER DEPTH NOR WITHIN THE �Cp 5.FOR EXACT I.00AilONB OF FLOOR RNO ROOF OPENING9,POSTS,ETG,BEE CENTER THIRO OF THE SPNN UNLE55 REINFORCED TO MEET STRESS CRLCULAT10N6. PARKING REQUIREMENTS: ARCNRECTl1RAl DRAWINO6. 16.AT WOOD POSTS IAN�MG ON FLOOR OEGK,PROVIOE SOLI�VERTICAL WOOD BLOCKING WITHINOECK (RJ=1 UNIT=2 SPACES SANOWICHTOLWKUPPERP08TWITHLOWER811GPORT. BIOCqNGiOM4TCHl1PPERP09T5QE. (BJ=1147H50=BSPACES � 19.SET Wl BEAMS THAT FRAME FLUSH WITH DIMEN610NED W MBER J016i6 31B"BELOW THE TOP OF JOISTS POUN�ATION6 TOAILOWFORJOISTSHRINKqGE. WHEREBEr1RINGWALL80RP06181AN0ONTHEeEBFAMS,MFILLG4P (10)TOTALSPACESREQUIRED�I4SPACESEXISTING(COMPLIES) . N�•�45 WITH 3IB"PLYWOOD iOR SOLID BEARIN�. t.EXCAVATE TO LME9 AND�RADES REOUIREO TO PROPERLY INSTALL THE 1l.RAFTER9 TO eE CONNECiED TO HIP AND VALLEY MEMBERS WRH AlANIMIIM OF Gi6tl EOSP(ONLESS FOUNOATONSONINORGPNIC,UN018TUR8EO601LORCl�MROLLE�STRUCNRAI NOTEDOTHERWISEONPWN). I BACKFILLpBRE�I11RE0BVTHEHRCHITECT. ALLE%C.4VATION6SNALLBEORYBEFORE iB.ALLRAFTERSTOLVLRIDGECONNECTI0N5TO8EMPDEWITHAMINIMIIMOF616dIDENFIL9E�3PFN0A PLACING ANY CONCRETE. 61NpLE A34&IMPSON AN6LE WHERE INWCATE�ON PL1N. 2.E%TERIOR FOOTINGB SHALL BE PLACEO ON APPROVED 801L NTA MINIMUM�EPTH OF4 19.VALLEY8 AND HIPS TO BE CONNECTE�TO&UPPORTINO ELEMEM6 WRH A MIN OF&16d,UN�E66 NOTEO FEET,ORASMODIFIEOBYTMESTRUCNRFLENGINEER,BEIOWTHELOWESTALt1ACEM OTHEftWBEONPLAN. GROUNOEXPOSEOTOFREEZING. ANVAWU3TMENTOFFOOTINGELEVATON9DUET0 YO.ROOF&HE4THINGTOEXTENOFULLYIINDEROVERPRAMEDARFAS. �$ZNORTHSTREET Fle�o coNoinous musr Hnve rHe naPeovn�oF TMe qecHrtect. zi. vosr ioeNriFicnnoN nr HEnoeas ns ra�wws: ENERGY AUDI7:NOTE:PER SECTION 711,t IEVEL 2 ALTERA710NS DO NOT NEED TO COMPLV SALEM,MA 01970 9.601LBE4RINGCAPACITV: FDOTING6MIJSTBEPLNCEDON601LWITHAMiNIMUM POSTON(ATENOOF6PqN)-UNLESSNOTEDOTHERWI6E.PROVIDESINGLEJACK&ND861NGLEWNGSND, BFARING CAPACITV OF 0000 POI1N0.5 PER SO W RE FOOT. IF THREE OR MORE STU06 qRE CALLEO OUT,ONE OP THEM IS A KINp 6ND NND THE BALANCE ARE AACN O.BACKFILL BELOW FOOTINGS AND SL4BS SHALL BE M4pE WITH APPROVEO�RANULAR s'ruos. COMPLIANCE DETERMINEO BY MASSACHUSE7TS STRETCH ENER6V COOE(IECC 2009 W!MASSACMUSETTS hMTERIAL5PL4CE�INO°LAYERS. UYER95H4LLBECOMPACTEOTOB6%OENSIttrIT POSTUP80N-60LI�VERTICALBLOGKINOTHliUFLOORRE�UIREO AMENDMENT5780CMR115.11j. OPTIMUMMOISNRECONfENT,AS�EFiNE0BYA3TM0155),METHOD6 � 42. HEAOERSTOBE2-2XBWIY-2%4P09TONEACHSI�E,VNLESBNOTEDOTHERWIBE S.BACKFILLINGAGAMSTWALLSORPIERSh41YONLVBE00NEAFTERWALL50RPIERS ��� AlLPX85U5EOR9PAFfEFB.BEAM5,J015T8TOBE � � � COVER SHEET AREBRACEDTOPREVENTMOVEMENT. FORWOODFRAME�0.ESI�ENTLqL sTRucruen�x+oemNOTsrooanoe PRESCRIP7IVEOPTIONFORRESIDENTIALA�DITION 401.3: CONSTRVCTION,NOBAGKFILLINGOFWALL6M4YTAKEPLICEUNi1LTHEFIR6TFL00R P4. AL�CONNECTINOELEMEMs,JOISrH4NaERs, �, RENOVATIONTOCOMPLVWITHENERGVSTARQUALIFIEDHOMESTHERMALBYPASSINSPECTION DECNHASBEENFRAMEDANDSHEATHED,UNLE68WRITfENAPPROVALIB�NENBVTHE CAPPIATEe,ETCBVSIMPbON, CHECKLIST. INSULATIONVALUESASFOLLOWS: R38ROOFR•VALUE,R20WALLR•VALUE,R30FLOORR-VALU , ARCHITECTOR ENGWEER. R70 CRAWL SPACE WALL R-VALUE. B.PROVIDE FOUNOA110N ORAINAGE,WATERPROOFINGIDAMP-PROOFWO,AND 2. RENOVATION 70 COMPLY WITH ENERGY S7AR PROGRAM REqUIREMENTS POR RESI�ENTIAL WINDOWS, snee� FOUNDATION WALL IN9ULATION 451NOICr1TE0 ON TME ARCHIiECTURAL ORAWING6 � NumOec 1.PROVI�E METAL OR PVC SLEEVES IN THE FOUNpAiION WALLb FOR SEWER,fi46, DOORS,AND SKYLIGHTS-VERSION 5.0. ALL NEW WINDOW GLAZING W�.30 U FACTOR. e�ecraic,Mec'aNicn�nNown�es uNes,ns ReouiReo. 3. HEA7INGlCOOLING DUCTS TO BE SEALED AND TESTED TO MEET REQUIREMENTS OF 401.3. � � .r I I , -�_� � � . p 5 10 15 Ir , ABBREVIATIONS ��£� Building Code Summary i i ' a�s�gn.�e� - BASED ON INTERNATIONAL EXISTING BUILDING CODE 2009,MASSACHUSETTS ADDITION(780CMR-BTH ADDI710N) I � � AT MA% MPXIMUN . I ACP ACOUSTICALCEILINGPANEI(�ROPIW MECH MECHANICAt I ITEM I AL�OWABLE ACTUAL ACT ACOUSTICALTIIE(MECH.FASTENEO) MFR MANUFACTURER i AFF ABOVE FINISH FLOOR MD MEDIUM DENSRY USE GROUP OR OCCUPANCY EXIS7ING PIRST FLOOR(B)-BUSINESS(PER 304.1)FURTHER DEFINEO AS BEAUTV SHOP.UPPER FLOOR TENANT IS CHANGING FROM I Aa nwncewr ww MINIMIIM CIASSIFICATION (B)BUSINESS TO R3(APARTMENn.BUILDING CONSTRUCITON NPE IS DEFINED AS 5B PER CHAPTER 6 AL ALUMWUM NA MASONRY OPENING I . IBC 2009MA ED.CHAPTER 3 � MTD MOUrJTED I � BLO� OUIL�ING MTL METAL BUIL�ING HEIGHT i (R3J:(3)S70RY,40'(UNMODIFIED) THE EXISTING BUILDING IS(2.5)STORIES and is 36'-a"+/_7ALL-COMPLIES I cH ceaiNc He�cn� r+ro NOT IN CONTRACi 52 STATLER ROAD IBC 2009MA E�.CHAPTER 5 (B):(2)STORIES,40'(UNMODIFIEO) �I CL CENTER LINE r+L r+lcHi 4cHr I gELMONT,MA 02478 SECTION 504-HEIGHT I NOTE:B IS CURRENT EXISTING USE ON ALl3 STORIES c�G cEluNc NOM No�nINAI MODIFICATION CLR GLEAR NTS NOTTOSCALE ie�:eii.eea,at5� CO� GOWMN i � CONC CONCIiETE OC ONCENTER BUILDINGAREA (R3):7,OOOS.F.PERSTORY(ALLOWAB�E) FIRSTFLOOR+/_��475�FT coNT coNTINUouS o0 oUTSIOEoIAMETER i TABLE 503 ALLOWABLE BUILDWG i (B):9,000 S.F.PER STORY(ALLOWABLE) SECOND FLOOR+/-7�q7S�FT cci cnftPET oH oPPosITE iv.ND I AREA I NOTE:NO SPRINKLER MODIFICATION HALF STORY+/-92fi5aFT csN couNTER sUNK �I I SECTIONS 504.2 AND 506.7- . � Q GERAMIC TILE P lAM PL4STIC Lr1MiNATE , PLYWD PLVWOOD i AREA MODIFICATIONS I 7,000 S.F.(ALLOW.PER STORY)IS GREATER THAN 3220 S.F.(ACTUAL)ON EACH STORV-THEREFORE COMPLIES � Dln ownnETER vr aeEs6uRE TkEqTEo DIM OIMENSIDN PR pA1R � FIRE SEPARATION � PER TABLE 508.4 RE�UIRED SEPERATION OF OCCUPANCIES.USE GROUP R REQUIRES A 1 HOUR PIRE SEPERATION FOR ALL A�JACENT DWa(s� DRAWING(5) Pro PAWTEo I IBC 2009MA ED.CHAPTER 5 I BUSINES5 USES IN AN UNSPRINKLED SPACE. i . � � � EA EACH �T OUANRVTILE I CONSTRUCTION CLASSIFICATION THE EXISTING BUILDING IS ASSUMED TO BE TYPE 56:COMBUSTIBLE STRUCTURE/UNPROTECTED I EIFs �ciERIOR MSUUTw�+flNlsH SrsrEu � ELEC ELECTRICAL R RISER � IBC 2009MA E�.CHAPTER fi I ELEV ELEVATION RAD RA�Il1S i EO EVEIiVOTHER REQ REDUIRED FIRESTOPPING 8 I FIRESTOPPING SHALL COMPLV WITH THE REQUIREMENTS OF CHAPTER 7AS SPECIFIED. Eo EounL eEF aEFERENCE i IIDRAFTSTOPPING � � EWC ELECTRICWATERCOOLER REV REVISION(6) IBC 2009MA E�.CHAPTER 7 il . EXI6T EXISTING RH RIGHT MANO(E�) I EXT E%TERIOR 0.0 ROIIOHOPENINO IN7ERIOR FMISHES � II (R-2)RESIDENTIAL:(UNSPRINKLERED) 7HE MINIMUM REDUIREMENTS FOR INTERIOR FINISH �I � IBC 2009MA ED.CHAPTER 8 VERTICAL EXITS&PASSAGEWAYS:CL45S G' SHALL BE CLA55 C TFiROUGHOUT. FC FIRE CooE!FIRE coRE sA souNo ATTENUATION BniTs I CORRIDORS: CLASS C FD FLOOR ORhIN SD SMOKE OETECTOPB I i ROOMS OR ENCLOSEO SPACES:CLASS C I I � I NOTE:PER 200918C TABLE 803.9 Miller De�siB���C I � I 526tetlerRoed � WORK AREA CALCULATIONS a^�m�^,�^�=^�a li 611�883�315]� FIRE PRO7EC710N SVSTEMS- I THE EXISTING BUILDING UNSPRINKLED.PER SECTION 7040P 7HE IEBC GROUP R-2 WITH WORK AREA LESS THAN 50%OF THE FLOORAREA SPRMKLER SVSTEM I THEREFOR PER SECTION 704.2.2 NO AUTOMATIC SPRINKLER SYSTEM IS REQUIRED. IBC2o09MAED,CHAPTERe � � LEVEL EXISTINGAREA WORKAREA ; REMARKS Deta: Issuedfor I FIRE PROTECTNE SIGNALING 8 '� PER SECTION 9072.'I1.2-PROVIDE HARD WIRED SMOKE AL4RMS AT EACH SLEEP AREA AND ON EVERV FLOOR AND ATTIC PER CODE. PER I� DETEC710N SYSTEMS-FIRE AL4RM � SECTION 9D7,2.9 GROUP R•2 FIRE ALARM SYSTEMS•NO SVSTEM IS REQUIRE�AS NO SLEEP UNITS ARE OVER 3 LEVELS ABOVE THE LEVEL OF BASEMENT: UNFINISHED .0 S�FT 10105�FT � 03l18/13 SCHEfdHTIC�ESIGN IBC 2009MA ED.CHAPTER 9 j EXIT DISCHARGE AND NO SLEEP UNITS EXIST BELOW THE LEVEL Of EXIi�ISCHARGE AND THERE ARE NOT MORE THAN 16 UNITS. i FIRST FLOOR: 1147SQFT 1034SOFT+/ I 03/25H4 �ESIGNDEVLOPMENT MEANSOFEGRESS OCCUPANT�OAD: ( I 03/28H4 CONSTRUCTIONDOCS i I I (R)(7)2 BEDROOM UNITS(4 OCCUPANCY) .SECOND FLOOR: I 11475QFf �28254FT+/- i I IBC 2oo9MA ED.CHAPTER 10 i� (B):1174 S.F./700=12 OCCUPANTS (B)SALON(12 OCCUPANTS MAX) � (R2):2,073S.F.l200=100CCUPANTS I .-THIROFLOOR: 826S�F7 SBSQFT+/- ' (MAXIMUM ALLOWAB�E)PER TABLE 1004.1.1 � I i i i � TOTALS: � I3220SQFT 13745�FT !+/-41%WORKAREA i II 2z OCCUPANTS(ALLOWJ IS GREATER THAN 16 OCCUPANTS(ACTUAL -THEREFORE,COMPLIES I INCLUDINO BASEMENT i LENGTH OP EXIT ACCESS (E):LENGTH OF EXI7 ACCESS TRAVEL�OES NOT EXCEED 200'WITHOUT A SPRINKLER SYSTEM.IN ADDITION A SECOND MEANS OF EGRESS � TRAVEL TABLE 1018.1 �I IS PROVEDED. l� ICAPACIN OF EGRESS COMPONENTS (R2):MINIMUM DOOR OPENING 32"CLEAR,EGRESS DOOR OPENWG 36"MIN CORRI�OR WIDTH 36" I �Fp� I SECTION 7008.1 DOORS 2 MEANS OF EGRESS REQUIRED I SECTION 1021.1 NUMBER OF EXITS I (4)DOOR LEAVES AT LEVEI OF EXIT DISCHARGE i ��46 �ICORRIOOR RATING WITH SPRINKLER SYSTEM,5HR MAXIMIM TRAVEL DISTANCE FOft SND STORV 50'(COMPLIES)MAXIMUM TRAVEL DISTANCE FOR 3RD STORV 50'COMPLIES(40 LAfT_I IA�) I I TABLE 1021.1 I MINIMl1M NUMBER OF EXITS: (2)EXITS PROVIDED � OCCUPANT LOAD OF LESS THAN 500=(2)E%ITS MIN. _ PERFLOOR 132 NORTH STREET PLUMBING REqUIREMENTS COUNTS DETERMINED BV TABLE 10.10.7 ALL PLUMBING WORKTO BE DESIGN 9UIL0,CURRENT FIXTURE COUNTS ARE IN SALEM,MA 01970 248 CMR 10 UNIFORM STATE PER 24B CMR 10.70(18)NOTE E.1 TOILET GOUNTS ALSO COMPLIANCE WITH 606 CMR 7.07 � � PLUMBING CODE CONPORM WITH 606 CMR 7.07 I II CODE REVIEW HANDICAP ACCESSIBILITV I PER SECTION 521 CMR SECTION 9.2.2-RE-USE OF DWELLING UNITS SHALL CONFORM WI7H GROUP 2�WELLING UNIT INTERIORS.PER 9.4 GROUP � 2�WELL�NG UNITS ONLV DWELLING W@o OR MORE UNI75 RE�UIRE COMPLIANCE W/521 CMR FOR 5°k OF UNITS. I sheet I, Num�er ENGMEERING DETAILS,REPORtS, THE DESIGN BUILD ORAWINGS SHALL CONTAIN SUFFICIENT�NFORMATION TO DESCRIBE THE FIRE PROTECTION,ELECTRICAL, � CALCULATIONS,PLANS,& � MECHANICAL,AND ENERGY C�NSERVATION SYSTEMS.THIS INCLUDES ANY RE�UIRED CALCUL4TIONS,NARRATIVES,AND i �� SPEGFICATIONS II REPORTS DEEMED NECESSARV BY THE AUTHORI7IES HAVING JURISDICTION OF THE PROJECTA�DRESS. � I � 7���� -- 0 5 �� �5 �1L9.C'.C'£2 DES9GfT2.C'.C'G/ � 52 STATLER ROAD NO L4VOUT/USE CHANGES IN BASEMENT AREA BELMONT,MA 02478 � \ ``I . TEL'.81].G83.315] �`�l Ilp : � � \ y. REVIEW OESIGN eUILD SPECIPCATIONS FOR ALl-1 � � SYSTEM DESIGN AND LOCATIONS.ALL SVSTEMS AND METERS TO BE ACCESSIBLE � � nronimd: TO EACH 11NIT AS REQUIRED � � O� Milkr OeeIB�LLC � 50 Bfatler ftoetl Behnont MA 020]8 , . I� , 61]A93315] I-3 MECHANICAL SVSTEMS TO BE�ESIGN BUILD � � - � REFER TO LICENSED INSTALLERS O -�p '��p ' Dete: hsuedtor: SPECIFICATIONS AND LOCATIONS (''7 � " FOR MORE INFORMATION. '� I 'a 03/18113 SCHEMATIC DESIGN J I � 03/25H4 �ESIGN�EVLOPMENT � 03/26114 CONSTRUCTIONDOCS O r ❑'' p - � . . � I � . L�f � � ' '.: . "ti.� '�/ I. ���r t1o.ZOfas 132 NORTH STREET ' SALEM, MA 01970 EXISTING BASEMENT FLOOR PLAN Sheet Numbec /�.PLAN �`�SCALE: 1/B"='I' /� /� l 7= -_�- H� 0 5 10 15 m��e�� ��s�q�.�� -i � 52 STATLER ROAD BEI.MONT,MA 02478 TEC61].88].]15] �I REMOVE BASE AND TRIM AS REQUIRED FOR NEW RATED � , ��('-1 , ^ WALL ASSEMBLY TO BE APPIIED TO EXISTING WALLS.SEE LAYOUT PLANS FOR DETAILS VP . > BATH ���� PqNTRY � STAIR �� � �\ i � I i �i �--�°, ' �,, ,. i j _ ____ _ � I I I�� EXISTING- EXIS7ING DOORS 8 FRAMES TO BE DEMOUSHED i STAIR3 r S7U010� AND REPLACE WITH NEW RATED DOORS i i , U ; , R/MP � ox . .. � � Amhi�ed: V I � I �. �. MilkrOeslpnLLC 52 StelletRoatl . � . BelmonlMA024]B REMOVE ALL DROP CEILINGS ON fIRST FLOOR 61]-993d15] ��� � CL � ���� jy AND A�D 2 HR CEILWG ASSEMBLV AS LISTED � EXISTWG � EXISTING � EXISTING �,N�. UNDER C1.REPLACE DROP CEILINGS AS REQUIRED �'.-' BYOWNER. Oete: Issuedfor i STUDIO �� _ ��:S7UD10 STUDIO.. � � � 03/i8113 SCHEMATIC OE516N ,\, �,_.. . 03/25It4 DESIGN DEVLOPMENT ��i D3/26M4 CON6TRUCTIONDOCS � � VERIFY OPERATION OF SMOKE DETECTORS ' � � �\ � r� IN ALL ROOMS AS RE�UIREO BV CODE - � � . 'EXISTING ` � �� '..�STUDIO -� . . � � �b'TAI_ 1 I 1� � '�ns N0.ZOl46 �', ' 132 NORTH STREET SALEM, MA 01970 EXISTING FIRST FLOOR PLAN Shee� Number ��PLAN �`.�SCALE: 1/8"=7' /� w _� H4 0 5 10 15 ��.�s� ass�g�.�.e� —I ,o,_,� 52 STATLER ROAD BELMONT,MA 02478 �l � TEL:61].BBJ,315] �` \l�� � � � — oN BATH STORAGE � � STAIR2 ��.- . .. I EXISTING BATHROOM AND SECTION OF NON BEARING (CONFIRM PRIOR RO REMOVAL)WALL TO BE DEMOLISHED i � ���. FOR NEW EXPANDED BATHROOM.SEE LAYOUT PLAN i I ox j I FOR DETAILS. I � � _ STAIR 3 I�. / EXISTING � 11 S7Upl0 I IUP . . � . . . i I , . � � � . � . - . t Arcliilad: � � . ' � Millar�eeiB���C � i . - - �� �f..� 5]3tetler RoeE �lla � Belmont MA 0E0]8 61]AB}315� I � � � C�. . .. . .. � I �� EXISTING �EXISTING ��� EXISTING � �ate: Issuedfa: . � .STUOIO .�� . �� . .�'.�STU�IO - STUDIO � � � � _ 03/1B/13 SCHEMATICDESIGN �\� �. ' , , 03@$A4 �ESIGN DEVLOPMENT . ," .. :���__. _ . � _— 03/26114 CONSTRUCTION DOCS . � . � - I , � : VERIFY OPERATION OF SMOKE DETECTORS � � . IN ALL ROOMS AS REQUIRED BY CODE � I. � 'EXISTING `. . , . . - . ;� STUDIO ' . � � � -'� . UP . � �. _�� - � � �.STAIR'I + � - � � REMOVE 9ASE AND TRIM AS RE�UIRED FOR NEW RATE� � A WALLASSEMBLY TO BE APPLIED TO EXISTING WALLS.SEE ' 'FC. LAVOUT PL4NS FOR DETAILS p NO.YOf46 EXISTING DOORS 8 FRAMES TO eE DEMOLISHED ' AND REPLACE WITH NEW RATED DOORS 132 NORTH STREET SALEM, MA 01970 EXISTING SECOND FLOOR PLAN 6hee1 Num�e[ �PLAN '�/SCALE: 1/e"_,. A 5 J— 0 5 10 15 .,_ . ..... `-..... -a �iZ�IGC'SR D�S9�I2.['1'e I � 52 STATLER ROAD — BELMONT,MA 02479 TELBt>.p0i,]15] S�3 � � o� � � i I ' I � � ... .... . .. � � l Amhifecl: �/ Mlller OeciO���C ' ���. 5261atlerRoed r Belmant MA o241e � �XISTING , EXISTING I sn�seaal5� \ TUDIO STUDIO -I � � . �ate: Issuetltor. ' ��� � � � �. I . �� � � '.I I �3/18H3 SCHEMATIC DESIGN I _`— _..__` �' __ '_ _:.` "'�r_' _ _.' .. _ '.__. _ _..� � . . �� 03�25H4 OESIGNOEVLOPMENT �EXISTING , D3/28/14 CONSTRUCTIONDOCS .STUDIO �� STORAGE VERIFY OPERATION OF SMOKE DETECTORS —'� ou �� IN ALL ROOMS AS REQUIRED BV CODE STAIR 1 .. . .. �. '_ qn \ "F � EXISTING RAILINGS TO BE REMOVED N0.�46 SEE LAYOUT PLANS FOR NEW WALLS ' REPLACE RAILINGS AS RE�UIRED 132 NORTH STREET SALEM,MA 01870 EXISTING THIRD FLOOR PLAN 6neet NumCer. �PLAN "JSCALE: 1/B"=,. A6 � ��--��-- —�� 0 5 10 15 WALL SCHEDULE 91L9.C.'C�c� � KEV RATING DISCRIPTION DpS���p � NONE INTERIOR NON eEARING SEPERATION Gypsum Boerd-1/2 in,thick BYPsum board ap01ie0 vartically or honzonblly. � Wood Stutls-7x4 vrood stude spacetl max 16 in.OC PER SECTION 3404.7 OP THE 2009 IBC-EXISTING STAIR Gypsum Board-1/2 in.thick gypsum hoerd TO BE RETAINED.REPAIR AN�REPLACE AND �W� 2 HOUR , CONFIRM OR PROVIDE 2HR WALL SEPARA710N- DAMAGED ELEMENTS AS RE�UIRED. AS REQUIRED BV CODE / NEW HAR�WIRED SMOKE/GARBON AS � REQUIRED BV CODE AT BOTTOM OF STAIR. / 52 STATLER ROAD I �� BELMONT,MA a247a rEl:st].ae3.ats] NEW VINYL RAILING SYSTEM TO BE CEILING SCHEDULE SELECTED BY OWNER.RAILINCa SVSTEM ����+: � TO BE W COMPLIANCE WITH CODE. KEY RATING DISCRIPTI�N �C7 ZHOUR CONFIRMORPROVIDE2HRCEILINGSEPARATION- u>,.�.:�,� ou ASRE�UIRE�BYCODE ���A�R � � PROVIDE NEW EXTERIOR LIGHTAS IRE�UIRED.(TO BE SELECTED BV OWNER) DOOR SCHEDULE i I i i I �PROVIDE FIRE EXTINGl115HER5 ATALL KEY� SIZE DISCRIPTION I �° LOCATIONS INDICATED BV FIRE MARSHAL �� MATCH EXIST 80 MIN FIRE DOOR(SELECTED BY OWNER) j r- i I �I�B +MATCH E%I5T NEW EXTERIOR DOOR(SELECTED BY OWNER) i i � STAIR 3 ❑C MATCH E7(IST INTERIOR BASEMENT DOOR(SELECTED BY OWNER) nnMv j � oH I� � 3'-0"X 6'-e" I 90 MIN FIRE DOOR(SELECTED BY OWNER) qrcniiecr, ' Miihr Oalign lLC REVIE W DESIGN BUILD SPEGFCATIONS FOR ALL s]stener noW SYSTEM DESIGN AND LOCATIONS.ALL eelmant Mn oza�e SYSTEMSAND METERS TO BE ACCESSIBLE I REMOVE ALL DROP CEILINGS ON FIRST FLOOR en-883315� AND ADD 2 HR CEILING ASSEMBLY AS REQUIRED TO EACH UNIT AS REOUIRED BY CODE.REPLACE DROP CEILINGS AS REQUIRE� BV OWNER. Dete: Issued roc � REVIEW ALL EXISTING MECHANICAlSHAFTS AND PROVIDE o3nen3 SCHEMnTIC DESIGe MECHANICAL SYSTEMS TO BE DESIGN BUILD NEW DAMPERS AS REQUIRED BY CO�E. � REFER TO UGENSED INS7ALLERS o3Y15n4 oESIGN DEVLOPMeNr SPECIFICATIONS AND LOCATIONS FOR MORE INFORMATION. 03/2671a CONSTRUCTION ooCS :;{ ..�, VERIFY OPERATION OP SMOKE DETECTORS f� �_ '4 � 4� IN AlL ROOM9 A9 RE�UIRED BY CODE � , �- � � t t �� '?' S �'E ` � � �t.,, �,'� �v� � ' i; ALL LIGHTING SWITCHING AND POWER ��p L-.�' � �� f s �S� LOCA710N5 70 BE PROVIDED PER S AIfR 1 �5 �� . CODE BV LICENSED DE310N �,�� I�;fi � �'��''��� A(iw. BUILD CON7RACTOR(TYPICAL). �V/�, C< NEW HARDWIRED SMOKE/CARBON AS Np„'jQ}q6 RE�UIRED BV CODE AT BOTTOM OF STAIR. 132 NORTH STREET SALEM,MA 01970 NEW FIRST �I NOTE:HATCH INDICATES IN7ERIOR SPACE UNCHANGED BY FLOOR PLAN RENOVATIONS I 6heef NOTE:HATCH INDICATES EXTEN�OF WORK AREA AS�EFINED IN Number CHAPTER 1 OF THE 2o091NTERNATIONAL EXISTING BUILOING CODE �.p�p,N SCALE: 1/e"=1' /� � 7J� -� � 0 5 10 15 G i PROVIDE MECHANICAL VENTING FOR EXPANDED BATHROOM ��'�G� AS REQUIRED BY CODE. Dgs'!�/J1��1�7// 7"v V �. / PER SECTION 3404.1 OF THE 2009 IBC-EXISTING S7AIR TO eE RETAINED.REPAIR AND REPLACE ANO DAMAGED ELEMENTS AS RE�UIRED. � / PROVIDE NEW DISHWASHER AS SELECTEO / BY OWNER 52 STAT�ER ROAD / �, :_ NEW HARDWIRED SMOKE/CARBON AS BELMONT,MA 02478 �/ REQUIREDBYCODEATBOTTOMOFSTAIR. TE�:ai�.eeo.3�sr �� / � � ' ou ..'. I '{� ��.',S -;AIR2���.-. � u � ' I ou PROVIDE PIRE EXTINGUISHERS AT ALL � LOCATIONS INDICATED BV FIRE MARSHAL � � � i +�i ;ss' � �(�.. � � . . f c�; � c :' I ALL LIGHTING AN�SWITCHING TO BE SELECTED AN�LOCATED BY OWNER. i uv � PROVIDEOUiLETSTOCODE.PROVIDE II I GFCI OUTLETS IN KITCHEN AND BATH REVIEW DESIGN BUILD SPEGFCATIONS FOR ALL � � I � I . � AS RE�UIRED BV CODE. SYSTEM DESIGN AND LOCA710NS.ALL . . h '� ; � � '��f � mm�uea SYS7EMS AND METERS TO BE ACCESSIBLE � � i �}, y�" � ' REVIEW DRP.WINGS BY KRCHEN M�ikroeve���c TOEACHUNITASREQUIRED ' �S�' � \? f��n°R q 5zs�aueraaaa x s 3�, }� CONSULTANT PRIOR TO FINAL � �' KITCMEN INSTALL eeimam wu oza]e 61]ABY315] jC � BEDROOMI CL �� MECHAMCAL SVSTEMS TO BE DESIGN BUILD �— �ate: Issuetl toc L� �� �� - PROVIDEMECHANICAL � REFER TO LIGENSED INSTAIIERS - � � � ! SPECIFICATIONS AND LOCATIONS �� LIVING ROOM '� �FAMILY ROOM VENTING OVER OVEN .. � FOR MORE INFORMATION. � � .., AS REQUIRED BY CODE o3ne/13 SCHEMATIC DESIGN �\�� . . � ,,.� ' 03/25H4 DESIGNDEVIOPMENT —^.,.. � ', --. _�; �� 03/28/14 CONSTRUCTION�OCS I ,. .� 2 , VERIFY OPERATION OF SMOKE DETECTORS ALL LIGH7WG SWITCHING AND POWER , � ` ���� IN ALL BEDROOMS AS RE�UIRED BV CODE LOCA710N5 TO BE PROVIDED PER � . � OFFICE ' ' � CODE BY LICENSED DESIGN ��J �.� � p� ����. BUILD CON7R4CTOR(7VPICAL). . � _ , �C 1 : w STAIR 1 °N ;: �J � �_ ��� � 'r ' No.1Ma8 � 132 NORTH STREET - SALEM, MA 01970 NEW SECOND FLOOR PLAN 6heef Number ,'�PLAN `�J SCAIE: 1/8"=7' A ^ Hv o s �o �s �1Z`l.�°£� D£S`l f12.C'1'(/ � 52 STATLER ROAD ' BELMONT,MA a2478 TEL:BtLY63,915] � STAIR 3 ' ox II REVIEW DESIGN BUILD SPECIFCA710NS FOR ALL � SYSTEM�ESIGN AND LOCATIONS.ALL , BVSTEMS AND METERS TO BE ACCE9SIBLE �i�� M�ItIer�Desie���c I TOEACHUNITASREQUIRED , ��� � 5mstenaraoaa � Behnont M4 024]a � 619�883-315] � . BEDROOM2 � STORAGE .I MECHANICAL SVSTEMS TO BE DESIGN BUILD � \ � I REFER TO LICENSED INS7ALLERS � \\ � �ata: Issvedfor: SPEGFICATIONSANOLOCATIONS � 03HBH3 SCHEMATICDESIGN � FORMOREINFORMATION. =y _ _-- i __— _— — _ ' __ —_—_ '. � D3@5714 ❑ESIGNOEVLOPMENT � ❑D ' 03128/14 CONSTRUCTIONDOCS \ - ICE . STORAGE REQUIRED BY CODE ATKBO7TOM OF STAIR. , � � ; � ALL LIGHTING SWITCHING AND POWER � s � LOCATIONS TO 8E PROVIDED PER � CODE BY LICENSED DESIGN \ � BUILD CONTRACTOR(NPICAL). �� . STAIR' � '�Rc�'� � � c' 4 ra.�ae � ALL IIGHTING AND SWITCHING TO BE SELECTED AND LOCATE�BY OWNER. - PROVIDE OUTLETS TO CODE.PROVIDE � GFCI OUTLETS IN KITCHEN AND BATH ' AS RE�UIRED BY CODE. 132 NORTH STREET � SALEM,MA 01970 VERIFV OPERATION OF SMOKE DETECTORS INALLBEDROOMSASRE�UIREDBVCODE NEW THIRD FLOOR PLAN 6heet Number n PLAN `�'SCALE: UB"=1' /� � , �_ H 0 5 10 15