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142 CANAL STREET - BUILDING JACKET, 2 ,� ��a- G�NUL St• �:� CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3m FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STTIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER June 02,2009 B-M Railroad C/O Guilford Transportation 14 Avation Avenue Portsmouth N.H. 03801 Unsafe Strucure Dear Owners, This Department has been made aware of an "Unsafe Structure" located on your property located at the rear of 142 Canal Street. The structure is wood framed roof supported by wood posts with open sides. The Structure is in disrepair and is failing structurally. The collapse of the structure represents an immediate threat to life safety. Per the Authority of the Massachussetts State Building code 780 C.M.R. section 121,I am declaring this an "Unsafe Structure". This section of the Code gives you 24 hours after receipt of this notice, to begin to ,repair or remove the structure. Failure to begin repairs or to begin to remove the structure will result in the City taking the required steps to remove the building. All work and or demolition must be performed by a Massachussetts Licensed Construction Supervisor ,Engineer or Architect. There is no Appeal from this order. If you feel this action was in error you may seek the relief available per Mass General Law 139.Please contact me directly upon receipt of this notice to discuss your plan. Thoas St.Pierr 7X,� 7, v Building commissioner/Director of Inspectional Services Cc,fileFire Chief, City Engineer,Jason Silva. City o f Salem, Massachusetts Fire Department nnue 48 Lafayette Street David Cody Salem, Massachusetts 01970-3695 Fire Prevention Chief 7e1. 978-744-1235 Bureau 978-744-6990 `fax 978-745-4646 978-745-7777 dcody@salem com Junel, 2009 Thomas St Pierre Building Inspector City of Salem 120 Washington Street Salem MA 01970 Mr. Thomas St Pierre, The structure located behind 142 Canal Street has been determined by Salem Fire Prevention personnel to present a safety hazard. In its present condition it is unstable and could be an attraction for homeless to take shelter or for children to play in. This st cture is considered unsafe by this department and we urge you to take the appro nate actions to remedy the situation. Sig d \\ �w David W. Co Chief of Dep nt Cc: Lt Erin Griffin Fire Marshal SENDER: DELIVERY ■ Complete items 1,2,and 3.Also complete A'Signature r Item 411 Restricted Delivery is desired. q/ 13Agent ■ Print your name and address on the reverse Xl Yv"�- ❑Addressee so that we-can return the card to you. B.,Received by(Printed Name) C. Data of Deliv ■ Attach this card to the back of the mailpiece, lP? or on the front if space permits. D. Is delivery address different from Item 77 Yes 1,. Article Add re to: If YES,enterdeliyqgaurvsbelow: 0N nA CW��'�` �l t/ 3. Service ) \/\�D � .�.(ti \` ` �2�/ `` ❑Cer ifl I1�'11\)[3 Expres9 ail `) o W p vl ❑Regist IS � i for Memhandisa ❑Insured Mall �]£.®,.a! 4. Restricted Delivery?ill Fee) 0 Yes 2. Article Number (iransfer from service label PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES,rF4$ /IILf {♦ E • Sender: Please print our/name, address, and ZIP+4 in this box �Gl�� iyacc,N- aCITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01970 STANLEY J. LISOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 December 12, 2005 City of Salem Licensing Board AdO 120 Washington Street Salem, MA 01970 Dear Sirs; This letter is to inform you that this office has been working with the representatives of JB Motors of 142 Canal Street to arrange code compliance for this business. Within the next six months the proper plans will be filed, permits will be applied for, and construction shall begin to bring this structure up to current code. This shall include the construction of a bathroom and any other requirements so that this structure meets current code. If you have any questions regarding this matter as it pertains to the Building Office for the City of Salem, please contact us immediately. Sincerely, Q G ao eph E. Barbeau, Jr. Assistant Building Inspector CC: file @'5/N/2006 12:59 7819388800 LOVINS&METCALF PAGE 02l0F I LOVINS & METCALF Attorneys At L, Chestnut Green • Ten Ceder Street Woburn Ms�uschuxctta . O1R01 •endnd Boston (781)938-8800 fAX (888)656-8467 (781)938-4753 E-MAIL nlov1ns@1ovinSlaw.G0M WES SITE www.lovinslaw'00M May 4, 2006 VIA FACSIMILE&MAIL Mr. Thomas J. St. Pierre Building Commissioner City of Salem 120 Washington Street Salem, MA 01.970 Mr. Charles R. H0110ran, Jr. Fire Insp actor Salem Fire Department 29 Fort Avenue Salem, MA 01970 Ru: PHI Realty Trust, LLC, Anthony Gattineri, Trustee, A.42 Canal St., Salem Gentlemen: Flrase be advised that we havee b en engaged to represent MI , Gattineri with respect to certain issues at 142 Canal Street in Salem. Mr. Gattineri hound it necessary to retain this law firm because of the difficulties he has experienced wi111 regard to an identification of those issues and coordinating municipal and state of:�icials for a remedy regarding the same. Let me be very clear at the outset that my client' ut ; goal is to resolve any issues which the City identifies and to do so immediately. He hi 1, been a substantial business person and property owner in Sale,n for a number of years. :-lowever. Mr. Gattineri cannot accomplish that goal without that identification. The matters addressed herein apparently first arose on April 2.; 51 during an inspection. At the time, for some reason unknown to Mr. Gattineri, ogle or both of you cabled the State Fire Marshall in and Mr. Gattineri was cited for a Fim,Code Violation, a copy of which I have enclosed. Although,these fines were paid on.Al,lril 25th, it is not possible to decipher either the location or nature of the violation. Rat],cr than providing a clear understanding so that my client could resolve these problems, ori! or both of you, or Mr. Dana F[aagenasen of the State Fire Marshall's Office, instructed Adz. Gattineri to hire an expert to provide a complete fust safety analysis. i i I 05/04/2006 12:59 7819388800 LOVINS&METCALF PAGE 03/0: i LOVINS & METCALF Mr. Thomas J. St.Pierre Mr. Charles R. Hollaran, Jr. May 4, 2006 Page 2 If that analysis is required,my client will be pleased to obtain it. However, it strikes rte that the City should provide Mr. Gattineri with a clear raad map as to any violation rather than vice versa. When it does so, my client will re,,ipond immediately. In fact, despite not really knowing whether he was legally obligated to provide this analysis to the City, Mr. Gattineri actually began to make plans for the same. In the meantirr e,however, because of his desire to resolve all outstanding; issues as quickly as possible, and in good faith, Mr. Gattineri hired Legend,Fire Protect'jin of North Kingstown,Rhode Island(licensed in both Massachusetts and Rhode Island) to address sprinklet system,issues. We are advised that when he attempted to obtain a permit on or about May 3rd, that he was told "don't bother"by either one Of You, someone in your department, or W. Haagensen because of the necessity fvr the anal;' sis. If this in fact happened, I am astounded. I don't quite understand how the City Cain complain about violation;, albeit ill defined, and then refuse the property owner the light to proceed to a remedy. With regard to these fire code violations, it is for the City-::Ir the State to define them with sufficient certainty so that my client can proceed to remecly them. Itis neither fair nor appropriate to put my client in a position of having to guess„ and then to be denied th,right to fix the problem when he tries to do so. I A xordingly, with regard to any Fire Code Violations we are calling for a specific identification of the nature and location of the violation. Upon issua:uce of the same, I trust my client will be issued permits (if necessary) to fix the problei:n. With regard to Mr. St. Pierre's letter of April 2151, a copy of ,j,hi ch l have attached, occupants of the three spaces in question have been asked r,r vacate. However, that letter recites that"many code violations exist and will be addres 'ed with a followed- up letter." Again my client has been left to speculate. It bas now be,;;!n nearly two weeks since that letter and my client has not received a"follow-up letter." il.s with the ill defined fit code violations, Mr. Gattineri cannot.fix a problem unles!; it is identified. Instead of providing that identification, we are advised that the$uildi ng Department through,Mr. Josepb,$arbeau, on May 3rd, told one of Mr. Gattineri's cmants seeking a Certificate of Occupany, that Mr. Gattineri was ignoring the problem:' at 142 Canal Street. Clearly this is improper and unfair. Even if it were true, these statements should not be mac e, worse yet is that they are untrue. i I' C15/04/200C 1'2:59 7819388800 LOVINS&METCALF PAGF 04/0F LOViNS & METCALF �I Mr. Thomas J. St.Pierre Mr. Charles R. Hollaram, Jr. May 4, 2006 Page 2 , Again, in a spirit of good faith and with a view to working eogether, we simply call upon the City to identify the problems and they will be addres:,.d. The goal here is not to become involved in a debate or create a contentious atmosph ire, but rather to get this matter on the right track, and to do it NOW. j I loth my client and I are prepared to meet immediately witlr you, or any of the Parties to whom this letter is copied to resolve these.matters. It doc ; neither the City, nor my client,who has been a good business citizen of Salem, any gorn,i to protract or escalate this matter. We should work together towards a resolutior Very truly yo j Nelson . Lovins NPL/js Enclosure Cc: HMnorable Kimberly Driscoll Mr.Dana R. Haagensen Mr. ,Andrew Murphy James G. Gilbert,Esquire Mr. Anthony Gattineri i I 142 R. Canal St. MASS_AawsETTS NON-CMUNAL.l'`i1tE CODE VIOLATIf)N NOTICE iTic�er# (Issued pursuant to it G1.c.149A and 527 CI% R) 0i _ 0"j .� Oat[fssu[n Utawn�/srt�y/l-:moi/-1-1 :':/torte / ISSuw 9r:04 w0 o�Fvr eeww*r�vr.(on nesoRM-) F"t Cees E.u=en cau'rn Or»:tom(Pa'x owe) 0,=n I.D.Numa. A11; ' !"/1C�'r !r-S%C l �! ,1ZSvr[f:nc A1:nsnct{ux oes.coeel /�/%7 7% �'� -�o a 'SVIA OF OF:EIIUEa{L4ES} tF,Ra't 4omess _ CmlTnmi -----— Stam Za C.DE ----- late Ot �aanoR; Ira: l.oranon OF Vioutru(eicwot Y,s.on, rolm) — —_— SIAM q.Cme VInLATIONS(s): Fire Code,.527 CARR (Code of Massachusetts Regulations) Check OrL ❑No specific conditions to be coneeled pin ❑Warnings of vioiation(s)only Nconilnuingconditions to be corrected within 24 hours EkanditionS to be corrected by:(dte) K Violation(s) 527 CMR (1" offense=$700. 2°"offense_S500. 3'" or subsenuent_tanrm-1 Des"tiDn Assassme/'ac' IGt See: 1! l/lp R' GIh fC h ek i-i.-o �J.P4'C/rocs $ la-) — I-- Sec: /O, d 3 P��/e- fo �Q"v S X n OrPfs G/r� e' o S - caSec: ,advr ft`CF $ co . Sec:/ '��L FrjLrr jo aQ�ali u !IR/ r'} f6 Mr!{iP rod $ -j see: fore fr' !r �rofec>irnn CfS�t w $ /GYJ Report Attached Ci Yes 0 No Total Ar fount 6ue: $ 3Oy 0 This is a 2ndor abbsequent offense Date(s)of prior Offense(s) QrscER CeR ingg-now l certify that lam authorized to issue this Massachusetts Fire Code Violation Notice in accordance with the provisions of M.G.L. c. 146a, i further certify that(check one): I have delivers a copy of t tis violation to the offender,or the offender's agent at the time and place of the violation signature o -I%gentrof-the-offendar-upen-receipt: -- m Date: 1 -- ao mI] Ch flare if offender refused to accept delivery(Note:Whoever upon the request of any local or state code enforcement officer refuses to state hlsiher name m an address shall be punished by a fine of not more than$200.00(M.G.L.C14M) -' ---- ] I have mailed a copy of this violation notice to the offender at the offender's fast known address. T —� 1 i have delivered a copy of this violation at the offender's last known address. m �� Offfaer Sigrs�ttlre} -_c-- ? �O Address ofmailinoordeliverv: o-/ :c_ i` tai - XMAKE PAYMENT QA REQUEST AN APPEAL -P 0 Nort(lcast Housing Cowl m Return payment to: PLACE t Fenton Judicial Center r .t a Departwettt of Fire Services 2 Appleton Street i i }� PO Box 1t725 -State Ro.(rl f.awrence, hdA 0184(1 �� ll��T �11Y4Y�'�,��'�'�(�� ) I Stow,AIA r�1775-142` ! t i Lin/04/2006 12:59 7819388800 LOVINS&METCALF PAGE 06/0E CITY OF SALEM PUBLIC PROPEERTY DEPARTMENT iRA98ERLEY DRISCOLI, MAYOR 120 WASHING FON STREET 4 SALEM,MA':;ACHTZETTS G 197 TEL 978.745-9595 4 FAX:978,;140.9846 April 21, 2006 PM Rei ilty Trust LLC Anthony Gattemeri, Trustee 142 Canal Street Salem, 14A 01970 i Mr. Gar:erneri; )LU inspection of the buildings Iocated at 142 Canal Street, Ivas conducted today. I was askec to join It HollorauOffice. e. the Salem Fire Prevention Office as w all as three representatives of the State Fir.Marshall's Office. There are multiple tenants throughout the building. Many C''ode violations exist and will be addressoI with a follow-up letter. The imtnediate concern is the occupancy of the second Hoer Dance Studio, the first floor Church, rind the Garage Bay occupied by Ventura Auto Repair. None of these spaces have Certificates of Occupancy, or Ce::;tifcates of Inspection, as regired by Section 120 and 106 of the State Building Code. A iditionally, the Required Egerses do not exists as require:!.in Section 8 of the State Buildin;; Code. You are ordered to Cease and Desist occupying these three (.' ) spaces immediately until such time as a '—ertificate of Occupancy is issued for each space. If you feel you are aggrieved by this order,your appeal is to he board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant be;.:itg filed in District Court at Salem The penal:y for these violations is one(1) year in jail and/or$1000per day fine. f Since y, Thomas I. St. Pierre Building C ommissioner/Zoning Enforcement Officer CC: file,Mayor's Office, SFD Fire prevention Office, Chief Cody, S r,ieln PD, State Fire Marshall's Office, Attorney George Atkins (by hand) i CITY OF SALEM PUBLIC PROPRERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASFRNGTON STREET•SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 FAX:978-740-9846 I i April 21, 2006 i PHI Realty Trust LLC Anthony Gatterneri, Trustee 142 Canal Street Salem, MA 01970 Mr. Gatterneri; An inspection of the buildings located at 142 Canal Street, was conducted today. I was asked to join Inspector Holloran of the Salem Fire Prevention Office as well as three representatives of the State Fire Marshall's Office. There are multiple tenants throughout the building. Many Code violations exist and will be addressed with a follow-up letter. The immediate concern is the occupancy of the second floor Dance Studio, the first floor Church,and the Garage Bay occupied by Ventura Auto Repair. None of these spaces have Certificates of Occupancy, or Certificates of Inspection, as regired by Section 120 and 106 of the State Building Code. Additionally, the Required Egresses do not exists as required in Section 8 of the State Building Code. You are ordered to Cease and Desist occupying these three (3) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order, your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one (1) year in jail and/or 51000 per day fine. Sincerely, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Mayor's Office, SFD Fire Prevention Office, Chief Cody, Salem PD, State Fire Marshall's Office, Attorney George Atkins (by hand) i , CITY OF SALEM a PUBLIC PROPRERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET • SALEM,MASSACHUSETTS 01970 TEL:978-745-9595.♦FAX:978-740-9846 April 21, 2006 ��jj�� PHI Realty Trust LLC "�F Anthony Gattemeri, Trustee 142 Canal Street Salem, MA 01970 Mr. Gattemeri; An inspection of the buildings located at 142 Canal Street, was conducted today. I was asked to join Inspector Holloran of the Salem Fire Prevention Office as well as three representatives of the State Fire Marshall's Office. There are multiple tenants throughout the building. Many Code violations exist and will be addressed with a follow-up letter. The immediate concern is the occupancy of the second floor Dance Studio, the first floor Church, and the Garage Bay occupied by Ventura Auto Repair. None of these spaces have Certificates of Occupancy, or Certificates of Inspection, as reqired by Section 120 and 106 of the State Building Code. Additionally, the Required Egresses do not exists as required in Section 8 of the State Building Code. You are ordered to Cease and Desist occupying these three (3) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order, your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one (1) year in jail and/or $1000 per day fine. Since y, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Mayor's Office, SFD Fire Prevention Office, Chief Cody, Salem PD, State Fire Marshall's Office, Attorney George Atkins (by hand) CITY OF SALEM MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MAO 1970 TEL. (978) 745-9595 EXT. 380 FAX (978) 740-9846 STANLEY J. LISOVICZ, JR. MAYOR January 14, 2003 Anthony Gattineri 5 Cranberry Lane Lynnfield, Ma. 01940 RE: 142R Canal Street 50R Broadway Dear Mr. Gattineri: This department has received phone calls from concerned neighbors regarding the brick fagade of 50A Broadway. The building is a public safety hazard to the City. Therefore, under 780 CMR, 121.0 unsafe structures, Section 121.3 making structure safe, under the Massachusetts State Building Code. According to 121.3, you have until 12:00 noon the following day upon service of notice in which to begin to make building safe. If you are offended by this order you may appeal to the BBRS in Boston. Thank you for your anticipated cooperation in this matter. Sincerely, Frank DiPaolo Building Inspector LII' FAX NO. No-. iG 1-004 =14:57PH Fi I i i I � � � I i I U III t �' I k F 4 !I ppy I i . ....._..�-.......� ISI K:CP fXT WI&LL '^ MI FRf_1N FAX NO. Nov. 17 '1004 C14:57F'P9 F'�- ' i i T n +emeses D X 4(40 b2L c..4—j �srt)�-j , Mo&. . N Cv A Cl N T F- 1 - ---- .-. ---------------......_.._ I { I G ; i I a I l FPI:hl � FAX N0. : FLc' 10 204 0S:25Ph1 P2 i i i • ! f i ! f I i II i i I i i I •� ( I L,1 N CG�o�IL, �CxJt ACS, C r tyvtG 4Co Com' Fr fn, FRX NO. "Jnr.), Di 2M4 1F15:25F'l Fl-- L-A L--A ------�-�.-cam»--�--- Certificate No: 413-12 Building Permit No.: 413-12 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits ��qq This is to Certify that the BUSINESS located at ��®v ----------------------------------------------------- Dwelling Type 142 CANAL STREET in the CITY OF SALEM ------------------------ - -- - - ------------------------------- ------------------- ---- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY TRIANGLE INC (UNIT E) This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires __ _ unless sooner suspended or revoked. Expiration Date Issued On: Mon Jan 7, 2013 ------ --------- -- ----------------------------------------------------- GeoTMS®2013 Des Lauriers Municipal Solutions,Inc 1ATHZvS dO A1I0 av anasn cQO 3C � � V IN Cettificate No: 12-1 Building Permit No.: 413-12 Commonwealth of Massachusetts City of Salem - Building Electrical Mechanical Permits This is to Certify that the BUSINESS------------- located at ---------------------------------- -- Dwelling Type 142 CANAL STREETin the CITY OF SALEM ----------------- --- - — - Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY TRIANGLE INC UNIT E This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires Sunday Jan 6, 2013 unless sooner suspended or revoked. Expiration Date Issued On: Fri Dec 7, 2012 - GeoTMS02012 Des Lauriers Municipal Solutions,Inc. -------------------------------------------------------------------"__-_------- NOW W ti • VSgVE AD CITY OF SALEM f it i /� ... .. _ . ... ,._ I - . ... s., e., . . ',. �.. � ..�.....-.- "R4r"^ r ...'.� a . 4 � i �.-� � ' i '� 'V� �T- � a � � �� , , _. . _.W..�, ._..-._--�- -� � � W The Commonwealth of Massachusetts Department of Public Safety Massachum Its State Building Code(780 CMR) BuildingPermit Application for an Building other than a One-or Two-Family Dwelling P Y 8 Y g _(Phis Section For Official Use Only) _ Building Permit Number. Date Applied: Building Official: n SECTION I-LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) No.and Street City/Town Zip Code Name of Budding(if applicable) L Z SECTION 2.PROPOSED WORK Edition of MA State Code used_ If New Construction check here❑or check all that apply in the two rows below ' Existing Building❑ Repair❑ 1 Alteration ❑ 1 Addition❑ 1 Demolition 5F (Please fill out and submit Appendix I) Change of Use ❑ 1 Change of Occupanry ❑ 1 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ❑ No ❑ Is an Independent Structural Engineering Peer Review ]�ired? ' Yes ❑ No ❑ Brie�(�D?escrip on of Proposed Work:. JJPn - ... rr6» AeAri ng w4ll/s . ,v)4-e-- W 7C LtIF SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): 3Proposed Use Group(s): SECTION4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Tool Height(ft.) SECTION 5:USE GROUP(Check as a licable) A: Assembly A-1❑ A-2 O Nightclub ❑ A-3 ❑ A4❑ AS❑ B: Business E: Educational O F: Facto F-1❑ E2❑ H: Hi h Hazard H-t❑. H-2❑ H-3 ❑ H-1❑ H-S❑ !: Institutional I-1 [7 I-2❑ I-3❑ f-d❑ M: hiercantile❑ R. Residential R-113 R-2❑ R-3❑ R4❑ S: Storage S-1❑ S-2❑ U. Utility❑ Special Use❑and Please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IS ❑ IIA ❑ 110 ❑ ILIA ❑ HIS ❑ I IV ❑ 1 VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit, Debris Removal: Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be Licensed Disposal SitJ103 required❑or trench or specify: Private O or indentify Zone: or on site system❑ permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: 4l_\I li_k.,ic C.'Imoksion(L�%;c.r,I'r_xg;c Not Applicable❑ Is Structure within airport approach area? Is their review mmpleteJ? or Consent to Budd enclosed❑ 1 Yes❑ or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Curie: Use Group(s): Type of Construction: Occupant Load per Flour: Uses the building,contain an Sprinkler System?: _ Special Stipulations: t (rare' D ISL SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town State - Zip to act on the property owner's behalf, in all matters relative to work authorized by this budding permit application. . SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building Is less thin 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here D and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control. TOW* �es t� s�_� g5� I e Q,91, �S 64o51b Name(Registrant) Telephone Mo. e-mail au dress Re istration Number l -4& --&ZZc't��q „ tee 7-2fv- l Street Address City/townjState Zip Disciplink Expiration Date 10.2 General Contractor ComparlyfName Name of Person Responsible for Construction License No. and Type if Applicable % 37 2Zodj LA- J P-b L/b Street Address City/Tow State Zip . abl,C&I Tele hone No. business Telephone No. cell e-mail address SECTION 11:WORKEIS'COhIPENSA'PION INSURANCE AFFMAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issu6ce of the building permit. Is a signed Affidavit submitted with this application? YesCr No 0 SECTION 12.CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) TotalConstruction Cost(from Item 6)_$ 1. Building $ Building Permit Fee-Total Construction Cost x_(insert here 2.Electrical $ appropriate municipal factor)=$ 3.Plumbing $ d. Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5. Mechanical Other $ Enclose check payable to 6.Total Cost $ d �� (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information containal in this application issttrue and acculat� o tl a est 99f ny k owledge and understanding. Plese print and sign mmne Title Teleph;;No. Date A& Slant Address City/T4Avn State Zip Municipal Inspector to fill out this section upon application approval: 1/44— NamW Date $ � � '� � � � gs �� . ; RECEIVED S � �'P,� �� The Commonwealfli o Massachusetts ; 4}� p/ Deparhnentof I�fgtA A ��: Zq Jf7 ��Q,Fi Massachusetts Stnte Bui� (7Sa CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling � (7'his Section For Official Use Onl )�. . � ; n Building PermiE Number: Date Applied: Buildirig Official: `'' � SECTION 1:LOCATION(Please indicate Block#and Lot#for locaHona for which�a sheeE address is not availabte) D I/,�-a-- �.�1� /�- L S�_ . � No.an_�- d� St� City/ own Zip Code . Name of Building(if applicable) I � SECTION 2•PROPOSEp WORK��. ' � � � �� Edition of MA State Code used � [f New Construction check liere O or check all that apply�in the fwo rows below ' Exisfing Building O Repair❑ Alterafion ❑ Addition❑ DemoliHon O (Please fill out and submi[Appendix 1) � _(1 Change uf Use ' ❑ Ch:u�ge of Occupancy ❑ Other ❑ Specify: i� i Are building plans and/or construction documents being supplied as yart of this permit applicaHon7 Yes No Is an Independent Structural Engineering Peer Review requ'ved? Yes ❑ No•� Brief Des�eiption of Propose�i Wor : _ . �V�"�� l'n. O� ti L �. ' i� `wiv�-E`✓� � - ' � : l. . � � .bL. ` . C�1' ( V, k �. , (- t,( . iJ / / . SECTION 3�COMPL TE THIS SECTION IF EXISTING BUILDING.UIV ERGOING RENOVATION,_ DITION,OR � - � CHANGE IN USE OR OCCUPqNCY� ��. � � � Check here if an ExisHng Building InvestigaHon and EvaluaHon is enclosed(See 780 CMR 34) ❑ � Existing Use Group(s): Proposed Use Group(s): � SECTION4:BUILDING HEIGHT AND AREA � � � � � � � � � Existing Proposed IVn.of Floors/Stories(include basement levels)&Area Per Floor(sq. ft.) - Total Area(sy. ft.)and Total Height(ft.) � � � � � � SECTION 5:USE GRO[IP(Check as a lica6le) �.: - � -�-- � � � � - A: Assembly A-1❑ A-2❑ Nighfclub ❑ A-3 ❑ A=}❑ A-5❑ B: Business ❑ E: EducaHonal ❑ F: Facto F-1❑ F2❑ � H: Hi h Hazazd H-1 ❑ H-2❑. � H-3 ❑ H-9❑ H-5❑ I: InsHtuNonal 41❑ 1-2❑ f-3❑ I-1 O M: MercanHle❑ � R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑ S: Storege S-1 � S2❑ U: Utility❑ Special Use O and please describe beluw: . Special Use: - SECTION 6:CONSTRUCi[ON 7'YPE(Check as a licable) � IA ❑ I6O IIAO IIB ❑ IIIAO � IIIBO IV ❑ VA ❑ VB O SECTION 7:SI7'E INFORMAT[ON(refer to 780 CMR 111.0 for details on each item)� Water Supply: F(ood Zone InformaHon: Sewage Disposal: Trench Permit: Debris Removal: Public❑ Check if outside Flood Zone O Indicate municip:il❑ �trench will not be Licensed Disposal Site❑ required O or trench or specify: Private O or indentify Zone: or on site system❑ permit is endased❑ Railmad right-of-way: Hazards to Air Navig�tion: YI_\I listnr_c Cummissiu��Rc._i�.;.��_i'nkc_s: Not Applicable❑ Is Structure within airport approach area? Is their review comple[ed? or Consent to Bulld enclosed❑ Yes� or No❑ Yes O� No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY EJition of Code: Use Croup(s): Type ofConstruction: Occupan[Lo.id per Floor. Dces the builJuig contain an Sprinkler System?: Specinl Stipidations: [JA�-t-t"b M . L„N c, 1 I �1 •- n�� co p� �. fz.�.�P��...5 c� . " i �( e � — �-�a�v �v�. P• � I __ _ _ � SECTION 9: P20PERTY OWNER AUT'HORIZATION � � � . . � Name ind Ad ess uf Property-.Owner �+]�.' � a 2 �0� �-- I�P "-�:p`Ax(3a�C.�b Z� �tt�li�'� e � �' p � Name(Pcint) � No.and Street City/Town Z�p �� '�j �i �_ �J . Property Owner Contad Infonnation: � �I �� /�� ` ' �-��.�� - a' a��,, �oi•�, Title Telephone No.(business) Telephone No. (cell) �' dress y !f a�plicable,_the yroperty o ner hereby authorius � �� L�U P'0 1�� US u h�l� ��- l a-7 Nzv[te � Street Address City/Town State Zip to�ct on the ro er ownet�s behalf,in all matters relaHve to work authorized this buildin ermit a lication. -. . ' - � SECTIQN 10:CONSTILUCT�ON CON'fROL(Pteasefill out Appendix2): � � - - - � � f buildin is less than 35,000 cu.(t of enclosed�s ce and-�or not under Constivction Control�then clieek here�and ski-�SecNon 101 30.1 Re istered Professional Res onsible for ConstrucHun Control �� - - � � - � Name(Registrant) � Telephone No. e-maII�ddress Registration Number Street Address City/Town � St�ite Zip Discipline Expiration Date � 102 General Contractor �� "�� - � � � � � - - - � � � � G 1�� S /� �i Company N me � � � (;� l , � �v-c1 c: `� - �i' �� I c�- i c� - i -� Name of Perso sponsible for Constiursi n . License No. and Type if pplicable � U � �l'��—�5--�--F . ��lJ l in C � oZ i 7 � Stre Address / City/Town � S[ate Zi9 __ ��b l�� - '�ix?L9� vu.,' Ct/�C�-- �c) � Tele hone No. business Tele hone No. tell -mail add ss � - SEC7'ION 11:WOFKEhS'C0�1PFN4M'!f?N INSUIt:�NCJi AF:PIUAVI"1` M.G.L:e.152 25C 6 � A Workers'Compensation hisurance Affidavit from the MA Deparhnent of Industrial Accidents must be completed and submitted wi[h this application. Failure to provide this affidavit will resul[in the denial of the issuance of the building permit. Is a si ned Affidavit submitted with this a litaHon? � Yea 0 No�O � -� � �� SEC°I'IONI2.CONSTRUCIfONCOSTS.ANDPERMITFES '-- �:. �: �--�' � � -� �' � Item Estunated Costs:(Labor . and Materials) Tot:il Cons[rucHon Cost(from Item 6)_$ � 1.Building � Building Permit Fee=Total Constmction Cost x_(Insert here � 2 Electrical $ Q(J(� appropriate municipal factor)_$ 3.Plumbing $ c� d. Mechanical (HVAC) $ � Note:Minimum fee=$ (contac[municipality) 5.Mechaniril Other $ Enclose check payable to 6."Cotal Cos[ $ � u C U• (contact municipality):vid write check number here � � . - SECTI N 3:SIGNA7IJRE OF BUILDING PERh1TT APPLICANT - � � By entering my name below,[hereby n[[esc unSer the pains and penalties of perjury that all of the information wntained in this application is true and accurate to the best of my knowledge.and understanding. � � �'UI•�� 1/�Vv`�7 ___ ' _Cl�:lT�—�/�� J�j �� . Please pr t and sign name � Title ��-,h Telephone No. Date �� 2�'�_��T-�sl� �—�, �' v-�v•� �2��- � Str�e[ Address City/Town State ZiP I hlunicipal Inspector to fill out this section upon applicaHon approvaL• v�' �� I � Nnme � �Date . I � ^. ,., . Code Review 142 Canal Street, Salem, MA 01970 Prepared for. Sky Phoenix Construction Management LLC 101 Holmes Street Quincy, MA 02171 Tel: (617) 596-1146 Email: skyphoenixgroup@yahoo.com Submitted to: Building Inspector City of Salem Inspection Service Department 120 Washington Street, 3rd Floor Salem, MA 01970 February 4, 2016 Code Review Applicable Codes: International8uilding Code (IBC) 2009, 780 CMR Sth Edition International Existing Burlding Code (IEBC), 2009 Project Background: The commercial unit shown on drawing is part of the larger commercial building which is currently vacant and ready for tenant fit-out to be used as a dine-in restaurant. IBC. 2009 Project Description: The project is located at 142 Canal Street in an one-story masonry ' building, the existing building consisted of mixed commercial space, this unit contain approx. 710 sq.ft. of space. The existing building has life safety devices, such as fire sprinkle� system & fire alarm system. Occupancy Classification: 303.1: Assembly A-2R, Restaurant Construction Type: Type IIIA construction. It has masonry-bearing walls, and concrete floor, but the structural framework, and roof are made of wood or other combustible material; Y, � , Maximum floor area allowances per occupant: Tabel 1004.1.1 Occupancy FloorArea in Sq.Ft. peroccupant Assembly A-2 15 net- Unconcentrated (tables 8 chairs) Assembly A-2 200 Gross (Kitchen Commercial) Dining Area = 315 (+/-) Sq. Ft. 315 Sq. Ft. / 15 Net = 21 Occupant Kitchen Area = 230 (+/-) Gross Sq. Ft. 230 Sq. Ft. /200 Gross = 1 Occupant Ma�r Occupancy= 22 Occupants Egress Door Width: 1005.1 Egress width per occupant served, req'd 0.2 per occupant. Provided: 36 inches/0.2 inches = 180 occupant. Intended occupant to be less thart 50 occupants. Exit Access Travel Distance: 1016.1 Length of exit access travel with fire sprinkler system req'd 250 feet.; provide 51 feet. Stories with one exit: 1021.2 Less than 49 occupants and 75 feet travel distance. Provided Max. occupant to be 22. Minimum Number of required plumbing fixtures: Table 2902.1 A-2: Restaurant Water Closet Male 1 per 75 Female 1 per 75. A handicap accessible unisex restroom in provided within the space. !Y fi Code Review 142 Canal Street, Salem, MA 01970 Prepared by: Sky Phoenix Construction Management 101 Holmes Street Quincy, MA 02171 TeL• (617) 596-1146 Email: skyphoenixgroup@yahoo.com Submitted to: Building Inspector City of Salem Inspection Service Department 120 Washington Street, 3rd Floor Salem, MA 01970 February 4, 2016 Code Review Applicable Codes: International Building Code (IBC) 2009, 780 CMR 8th Edition International Existing Building Code (IEBC), 2009 Project Background: The commercial unit shown on drawing is part of the larger commercial building which is currently vacant and ready for tenant fit-out to be used as a dine-in restaurant. IBC. 2009 Project Description: The project is located at 142 Canal Street in an one-story masonry building, the existing building consisted of mixed commercial space, this unit contain approx. 710 sq.ft. of space. The existing building has life safety devices, such as fire sprinkler system & fire alarm system. Occupancy Classification: 303.1: Assembly A-2R, Restaurant Construction Type: Type IIIA construction. It has masonry-bearing walls, and concrete floor, but the structural framework, and roof are made of wood or other combustible material; Maximum floor area allowances per occupant: Tabel 1004.1.1 Occupancy F/oor Area in Sq.Ft. per occupant Assembly A-2 15 net- Unconcentrated(tables&chairs) Assembly A-2 200 Gross (Kitchen Commercial) Dining Area = 315 (+/-) Sq. Ft. 315 Sq. Ft. / 15 Net= 21 Occupant „ �, Kitchen Area = 230 (+/-) Gross Sq. Ft. 230 Sq. Ft. /200 Gross = 1 Occupant , Max Occupancy= 22 Occupanfs Egress Door Width: 1005.1 Egress width per occupant served, req'd 0.2 per occupant. Provided: 36 inches/0.2 inches = 180 occupant. Intended occupant to be less than 50 occupants. Exit Access Travel Distance: 1016.1 Length of exit access travel with fire sprinkler system req'd 250 feet.; provide 51 feet. Stories with one exit: 1021.2 Less than 49 occupants and 75 feet travel distance. Provided Max. occupant to be 22. Minimum Number of required plumbing fixtures: Table 2902.1 A-2: Restaurant Water Closet Male 1 per 75 Female 1 per 75. A handicap accessible unisex restroom in provided within the space. 5,��,D ARCH/lF q�vvap�,PO �1 CT Ty . i 24 9 oV '°iud�' �ui. Z� ��oy ' TH OF MPS�Pv � General Notes �as�nHo z8• y• ca.utirr �oasrnro�� IB�r.too� I I � � � � � � II � MECHAMCAL EQUIPMB�IT I I @ ElEV.704' � BFF. "� I I CdLJNO FEK9Fir D08T4Jf3� II @7�1'B.FA ROOF DRI11N I � I �I D03i1W0 � D03TiNf� � T�CEJL�MO II 6'WAIER PIPE� I I / . - � - - - � � - , \ D08T?IO DRAIN Q I I E)OST9if3� y� ELEV.�'I30'B.FF. ROOF DRAM II II _ � � _ —� � — .$3 .$3 �_��3� i ` �—�� — — — — — — — — — — — — — — -- — CANOPY , OMERFUINO ABO'VE � EXISTING FLOOR PLP►MI ,��sR�Nfr 6�`� ¢taP 0 � .+�Cr* . � . � � . �14�=��-0N . . Q� �� y�' ` .. � ': �; q 24' o ; "ua`• �, ��a , � ��a . . � . . . � . . . � y TN OF MP2�p �.. Cf!'IEIIAL IIOTESC tALLVMORK SFIALL BEDONE INACCORO�ANCE WIRFI MAnAiC11USETl'S STATE BUILDIIIG CODE87H EL1R10N �. R�� . � � No. Revlaloa/Ieeue Dnta �.n�e arroir ov n�onnwaua a ro ai.usrn�►h nie wowc oF nas vnouecr.R sw�u se sr�a�rnnEn INA WIC�tAMATICMIINNEAANDNOTR6GARDEmASALLpIFORM11T10N RBQIMRED: . � n.m em.m�aa,� �Ewu�uw►Tan oFoasraesrrecoNnmoNs�s rt�qurt�ovaaaTusrN►roFwonK. 3Fl�l��s.�l:aJ sKr v�+oaVnc coHsrnucnoN �.a�rontiu►no�+.cer�nsu�nroRwuwuFncrumesneco�o�oNnorararu�a.uoEnan� tiuw,�c�prr,tu aunn�cs,evr�iNmsvnie�nuatEcr�sNeass�ario�n��oeco�+A.ere�sw�a�eE ,�Nou�m�a. n+cu�evrrrHour�oomorw.casrron�oiwwen. �un'a''�s s.lX�fAS dRECRY BYARCHRECi.TF�DRAMMNfd SIW.L NOTlESCMID �� 6.CONiMCTOR S1IALLVER�Y ALL D1A�1610NS i A1m FlELD COND1110NS 8EA0RE FABRICATION ORALL MIITERNLS wa.a n..ma�u� ,.��,.��,u,��,�� MINZU SUSHI CONDUCTMS WORK p1 AOCORD�IN�WRH ALLMPRJCAEt�G00E5AND REqJl/1TpN5. e.a�wcmasw�ucoonoo�u►��uwnn�crv�n�eunancowr�n.000noiiw►hN+r.rtflawnow RESTAURANT OFSFAVKBSIICIIASMBOIANKAL,PW/�0M4wRELBCiRtW.Wm17HElImDINGCwNER.CONFORMITD 142 CANAL STREE7 �'�' SALEM,MA m97o � 1m1 � �' n,rmrm,e �..X-1 .W NNaMd r � . . . � � � . . . � _. - — ----- .. ._ � General Notes I . �� amNc aoov 1�` nssuneiv�ewe E7USfING t UVER OF7YPE X GVP.BOARDS . MlTAL71tlW� � JANITOWA� 7 � _ �M��ro . � SET — - - -�-�� . //��NEWCEILINGGRID � C �S� � � � . . �Q]'%4�ACAUSMAL � TILES . . . n�,y�O- • . �U��^� � � . J�"� � KITCHEN ' � PREPAREA � . . � ��.� � � �� o � o�,ww. , ulr • � uNisEx . �' wu�, �i c q +sle�ww�e+cmro Res o0M F . �� ., _ _ CAS IER �►se°aui° ° � o ' I 0'd rew.��uata�om�. z , o � FINISHTItEFLOOR � � 2 — � ' A � . Tr.. ,, �..f , � � ^ � . � � Rl7ENqR M2RING MMLL � .P\ . � r�aH-x,�rtm�-s + crr.Nmno�wuL an�nnax SUSHI BAR u rmw-n�hm�-s '+ u.n.cm.Hrzwai wui au�nnaw N �_ � • �Fyyp�y DININGAREA �-�_ F7057NGIIOOR . � AT�B'HKiH . . A8laill.Y/1lOY! � 375 S�.FT. _ ��=u� . . � 27 SEATING . . . . �� alf4czcrr.�aMos � NEW 97m' � O METAL7MOC . . . . JIVQ7�D01N . . � !+h'M[fALS1UD � . � q�� • . . � � . � owac � o� �wm�cao So 8'-70/• ra'ik'�ao�e�r�u. \ 1�.6 , � ,wre�yraw� vesnsu�e �- o�ar \ � SMOKE DETECTOR � � FIRE ALARM � 0 PULL STA710N �,p�rea�Auo EX F FIRE AIARM LIGHTWV/ O+s"� _ , .�3 ��3 �_��3� � STROBE HORN �saoMo M�K��, � — — � — — — — — — — — — — —� — — � EMERGENCY LIGHT . � �' z r�+nis�►ooR M[� MlNI HORN .:. ,., ..,.: � ' � �� °� �,� PROPOSED FLOIOR PLAN � EMERGENCYDOTSIGN N1Eplp2 PAR11110N WAL � . . 2 NON-RA7ED Tl(4 W1�GOR W1ll PAR1111tlN �/4N��,-0N � . .. ..SS�,RF.D ARGkfjF 7� NCN-RA7ED 17(4 NiFAIOR NALL M�L.R.ON PWYBINC WALL . . . . . :: 4wty\v�tpPO ,� �'T fv r� r . � . � . F �v n�; ��. WALL LEGEND SYMBOL LEGEND � '"�` � �� r IQTCHEN EQUIPMENT LI3T I ��W�' O DOORTYPE �o� TN 06�'Pg�p �I� ��s TYPE MANUFACTURE DESCRIP'TtON DIMEWSION MATERIAL MODEL PNtT�TpN Oy�q�pp�y�p� �r— /1 ATOSA UNDERCOUNTER REFRIGERATOR M,7�� g,g7��J. MGF8404 --i r-- B ATOSA UPRIGHTREFRIGERATOR 51.T7(33S' S.STEEL MBF8005 �O�DEMOL��D m �NDO'WnPEt OIQICJIEN�U�MEIIr n� No. Revlelon/Ieeue Dete �"OAKTOPGSING � C PROCTOR SI�DC 80 CUP COMMERICAL RICE COOI�R 15.�47C18.1' 3.37EE1 87580R�E � � �_, 0 ��_ MEfALTRACK . . �� n..�....r ur� � IUYER5f8"GWBONEACHSIDE � ��_,,,,.,�� . D EQUIPIX COMMERCIAL TOASTER OVER 17,.57C78' S.STEEL BAR-200 � �,h"MerALsniD LALLWnRKSlIALLBEDONEINACCORWIN�WRHMASSACFNSET7SSTATEBUILDINGtODE87HEDR10N SKYPHOENqC ` @,6�o.c E EDUIPIX COMMERCIALDEEPFRYER T'X15.5' S.87EEL RF53 �� MANAGEMENT,LL:C, . SClIEDULEDBASE LTHEQf1F1ROFTHEDRAWIN�ISTpILLUSTRATEiNENpRKOF?HKPROJEQ.RSNALLBEpiTERPRETED �� METAL71U1QRUNIQ�A F L3JMANUFAC7LRE �. . 3-COMP.SINKWIRIC�iTDB 7S'X24• S.STEEL� W181B3R INAdAGRAINAMMAtQ1ERANDNOTRBGMDEDASALLINFORI1MTIpNRBfK11RED. �� . � y�, FINISHTLEFLOOR j.EXAMINATIONOFEXKTINGSRECONORIOIKISR�IIIREDPRIOR�STMTOFWONK WM�flM/qOR�R�1'MIORCCM , • .: G LdeJMANUFACTURE GREA3EIN7ERCEPTOR 23.7,5'X78.5' STEEL W.90 4�INPORMATION,DETMSANDpRMANUFAGTl1RE'SR�iOMMENQATIONSNOTIIKWDEDRITHBE .,,�,,..m..,,.,� � � .��.. . �►,��,��,��,��,��,�,��.�,.� MINZU SUSHI wmt�at xwa wn� H MUSiEE MOP SERVICE BA31NS 241'X24• S.3TEEL 82M �� 3 NM-NAIED7%4WILFWALL S.ar�rnsw�cnrs,rNea�ecr,n�ow►�nr�cas�w.�.rare�swEu RESTAURANT i FAGOR BB'GIA33SUSHIDISPLAYCA3E Sb7(175.75' S.STEEL VTP-175SL 6.GDNIRACTORSINLLVERlFYALLdME1KWIKANpF1EtDCONpRIpN9BEFOREFABRKATpNOFN1 �42�qNALSTREET MATERIALS �"�ROPOSED WALL TYPES � v�ow► 30'INDUC110N R/WGE so�a• s.s�� Fsi�oaPss �.coxrw►croas�wieenesvorme�r�oa�u.r�s�nrv�+rrs�wnira�ara�swui. sa�enn,nnn w9�o L' 'M �'�-0N GONDUCiHISWORKNAOCORMlIQWR1IALLAPPWIBLECODESANDREGUTAflONS. „m„� a..c K ADVANCETABCO HANDSINK 157K7T S.STFEL 7-P3-22 a.WNfltACTORSFWiC00RWlIATEALLVWItKW1iHBU1LDINGONVdER,G00RdNATEANYd�RERRUP�ION teol �,��„�M��.�,��.,�,,,,,��,��+�.�,� � o,�,d /`i-1 � NEW EQUIPMENTSCHEDULES "" k►� 3 N.T.S. I ` General Notes za5c _�....:.;,,�Y'ie�; ;:;Y,f5;`.};�•: � WN77 � -D?.DFF..X}�;�? � ;'�_;�.: �.:�� ''.�: ..�:.,.... ..,.,. . ,. ...... . . � O O O .. 5cq8• �q, 7L4• �q�,�g�Np US'i1C CEWN� 71L �� c�u�io�r C��V• �9' 'OFF. 4�c48' O � I TLES � ,... .. ' :: ' 'r7;':, ,;..2. ;..r. CEILINOELEY. "'�_ . . . _ LIC3 . i.::...:�; ':,.:5�:�'ct!^ ��1.• .�i.:. .:y� �.. . . , .... -. . .. .` . . i...�,. �1i�i�'. ':T::� �.J �8'-0'OF.F. '{.�'d:t..,..,r.�:;• `;s._::..,.-:.'s`:'<e Yz.. �;.+ . ..�5� ; .. ... 'i�. ., '�•<:.. . . . . �:'.+''.' �!'�RL��:.i'i�' � . . 'e��::�:.�:;"•rr<):��,.:�'�:;:;:".::�..� '�". .n., , , .., �•Y4.�. •.�'...��:...^,�.' .1 .. ..�.t`..:.. `.<,.�..� vi��,•: � . . . �:...; .�. �:. ' �. �..�. . . :: i .,r'u.� ...r •'�' ..�.....'.r... 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Install Sidin�, Construct Deck, Shed. Pool, Fiapau/Replece. Oth�: PI.EASE RLL OUT LEGIBLY i COMPL�TELY TO AVOID�ELAYS W PROCESSING TO THE INSPEC?OR OF BUIIDINGS: II Th� und�tsipned herabY aPPUac for a Pertnd to build accordiny to the foUowin� � � �• - � I � i ° Owners Nemo 1�2 C�N-At. 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' � ., e�sro� � � �k� - � 'n� � �1 G M �42 N-r►�fr- t�,� • :�, �.� � . . ''" _ _ . _ l�'J �lZ�GC�`1r" ��T�?�..a" _ ;��Y�� `, ;' Y�"��N , /�.A, . 0�212�} ` ` � _ .Cl� ) 2F�a �c,C ; . � �`1 �n�..�8� - , _ � r �_f�4n _ � !��+ #, ,�..�.__ ; I . y —7�. , PUBLIC PROPI .R�l-) A\ It Df ��/ D� APPLICATION FOR PLAN EXX INA'1'1 N BUILDING I'ERNIIT I I ALL STRUCTURES EXCEPT 1 AND 2,F MILY DWELLINGS IMPORTAYI':Applicants must complete all items on this page SITE INFORMATIQN - Location Name /1�? Building Property Address Map# Located in: Conservation Area Y/N Historic district Y/N Use Groups (check one) Residential(3 or more Units) R2_ Type of improvement Residential(hotel/motel RI _ (check one) Assembly(churches) A I _ New Building_ Assembly(nightclubs etc) A2_ Addition Assembly(restaurants, recreation) A3_ Alteration Business B_ ( _ Repair/Replacement Educational E_ Demolition 5e Factory(moderate hazard) FI _ Move/Relocate Factory (low hazard) F2_ - Foundation Only High Hazard 11_ Accessory Building Institutional (residential care) 11 _ Other(describe) Institutional(incapacitated) /2_ .1' Institutional (restrained) 13 t �I �emo',-� ;oA Mercantile rl_ y Storage(moderate hazard) S 1 _ Storage(low hazard) S2_ OW NERSHIP.INFORMATION(Please type Ior Print Clearly) OWNER Name lqfdhozi` GA�Gaar y Address SA A e Telephone _ 7 e_ 31 MSCRIP'1'ION OF WORK TO BE PERFORMED 11 Aegmoyrt G�r'ltP/4 T'/e.r D NoN �eArrP12 WAI1J PAP/C/1P/d 1 i/O0r ti'�t 6TC. ESTI.MA"FED CONSTRUCTION COST Q 2 f 6 0,OO ,�0 r } CONTRACTOR INFORMATION /�!'�� Name JG/e-r Oropt( Address fit No-f4 ri I)AK✓CrJ o/9Z7 Telephone W/ ' 9i 3-7/0 3 /� n Construction Supervisor's Lic # Home Improvement Contractor# /27 -RSS ARCHITECTIENGINEER INFORMATION Name Address Telephone Mass. Registration # PERMIT FEE CALCULATION Residential est. cost x $7/$1,000 + $5.00 = Commercial est. cost x $11/$1,000 + $5.00= COMMENTS The undersigned does hereby attest that all infonnation stated above is true to the best of my knowledge under the penalties of perjury I Signed V Ctitu>� Date to - O- 0& �142 CANAL STREET 1048-12 COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM GIS# 403 " Map + 33 ock: le Lot:, Lot. , � 0006 SIGN PERMIT Pernut: Sign Category. "- SIGN Permit# 1012 Project# 7S-20-2012-003041 PERMISSION IS HEREBY GRANTED TO: Est. Cost: $0 00 Contractor: License: Expires: Fee Charged: $0.00 "' 'Paul Ferozzi Balance Due:$.00 Owner: 142 CANAL STREET REALTY, LLC, C/O ROSANO ASSOCIATES INC. #of Fixtures Applicant: Paul Ferozzi DigSafe# ;:, AT: 142 CANAL STREET ConstClass 'i- _ ISSUED ON: 19-7un-2012 AMENDED ON. EXPIRES ON: 19-Nov-20'1'2- TO PERFORM THE FOLLOWING WORK: SIGN PERMIT APPROVED AS PER THE ATTACHED INFORMATIONjbh THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount SIGN REC-2012-003320 19-Jun-12 X $0.00 GeoTMSB 2012 Des Lauriers Municipal Solutions,Inc. EI`I'�-OF�LE -- '`' ' �/ PUBLIC PROPERTY " `-�-^ ' ��/ ~ DEPt1RT'NIENT �umeau.Ev uwswu. \(nvat 1�A W,+sH�ricrcxa S`[n��i�5•��;,�{.�isna��st�'rs 01970 '(4i 9'.&7iS-9595�Fnx:97&�i0-9Bi6 APPLICATION FOR THE REPAIR RENOVATION. CONSTRUCTION. DEMOLITION OR CHANGE OF USE OR OCCUPANCY. FOR ANY EXISTING STRUCTURE OR BUILDING 1.0 SITE INFORMAT�ON Location Name: �' 2 f� � Building: PropertyAddress: �t�� j,r p/g7v i properly is located in a;Conservatbn Ares Y/N Historic District Y/N i/ 2.0 OWNERSHIP INFORMATION I 2.1 Owner of Land Name: � �. i n � ' , Address: L�oy Lvc�s T S% ��, .�un��.-s � oi��3 i Telephone: ) � 371 S��7'/ 3.0 COMPLETE THIS SECTION FOR WORK IN EXIST�N� BUILDINGS ONLY Addition Existing Renovation Number of Stories Renovated Change in Use New Demolition Existing Approximate year of Area per floor (s� Renovated construction or renovation of existing building New Brief Description of Proposed Work: Ca�sf.Y,c� ��X(� y ��s�-- 8� ��`� PPr �a,� ��,�� -- - - -- --- Mail Permit to: — What is the current use of the BuildingT ��ne r.-Y-r � ^' Material of Building? �9�+r.=r/�� If dweliing, how many units? Will the Building Confortn to Law?/ � � �i �7 Asbestos? f'�`' - . Architect's Name �-51 ,/ 5 ��Tr� 7�r� j�,. r Address and Phone /S= ��'�7oar,i�.r �. t I�✓' (c`<E)��i� .�374/ - �orK�+�r,��y ��f�'.3�'� Mechanic's Name �62 -ft �`�• �� Address and Phone �/� /-�� /��° ��e / Construction Supervisors License# GS oGf,fi ry s HIC Registratbn# EsGmated Cost of Project$ .2o vo�.�.-'- Pertnit Fee Ca�uiation Permit Fee S i3�7�, c� Estimated Cost X$7/51000 Residential -� Estlmated Cost X$11/51000 Commercial M Addkional $5.00 is added as an AdminisVative charge. Make sure that all fields are properly and legibly written to avoid delays in processing. The undersigned does hereby apply for a Building Permk to build to� he above stated specifications. Signed under penalty of perjury /� � ., (/�^(/I/, � t � Date % 33 � � � � � Y3 � �� .�� o� o � N �r O � Q � 0. � � � � � a k � �r e � �`o, 1s � °�' � � � " � a �� ° � • .� `' 9 � E• '� s Q V „ �, s o � � � . rJ l�.� �r > I �\ 0 � � � 4 � a � � a a , ��u L , _ -4 �- —.�— -0� � � - ---- -_ _ - - - ---- � - - ---- i��\` � Existing Fence 33'-10" � Utilify Ba��Q�d o Pole Bollard � . 18�-1" Bollard Bollard____ < � - ' A 21�-1uX 64�-10� 8� \21�-�� ^�'�Prf Bui(ding Stoked pK Nail ' � y�'�P 8' Off Side Property Line Set 18'-1" Off Rear Property Line 33'-70" Off Rear Fence � PK Naii Set PK Nail Set 12'-8" Off.Gate Post/Oriveway o rn 15� Offset 35' 0/fset � � �? Bldg Cor Bldg Cor .�. � r 0 � m PK Nail /Set \ 8, 15'_3_20--3 Utility Pole 5 12'-8" � A Gote Post 12 D�iveway 4'x 8' Concrete Pad Staked � 8' Off Side Property Lrne � 5' Off Building � F �9c O y d S SiEPf1ENM. m � o MELESCNc. � � " No.39049 " C . ��FES51a�P�Q, c� O g� V� 3I61�� 30' 15' 0 30' 60' 90' Building Stakeout Plan , CANALSTREET-OCEANAVENUE MARCHIONDA & ASSOC.�L.P. ' SALEM� MASSACHUSETTS ENGINEERING AND PLANNING CONSULTANTS � PREPARED FOR 62 MONNAIE AVE. SUITE I . NATIONALGRID STONEHAM, MA. 02160 . 80 CENTRAL STREET (�st) a38—si2i BOXBORO, MASSACHUSETTS 01719 SCALE:1"=30' DATE: 3/6/07 , _.�._ . . � .. . 8 ; � 1 e s � � , . I q � 3 I 2 � � I ABBR=VIA I IO1�S I MASSACH�CTSETTS D�SIGN IN�'ORMATI�N n�g��vi^�ior+ '"EAu' e I � . ' . � IfT A9T2 FlNIJI'y FLW.3 i . . ❑ MA� Fuel�Gas�PlUmbing Code - �� .v.c en�iux x�uauce � �( MA State Building Code,6th Edition °"'� �"'°" � �� i � 2002 National Electrical Code w/MA Amendments cFz �a��m,��r � a� o �( 1993 BOCA National Mechanical Code w/Amendments a �� p 1. MAnUFAGTViZER . - � - � m,,�� A) 1�AI"IE:............G5.1./SNELTcR TECI-INOLOGIES . � . . mm axomr a m�snrv+s,u+c B) ADDRE55:,,,..15 INDEPENDENGE DRNE� - � �a . � LONDONDERRY N!-1..03053 't- /� I� �� C) ENGINEERING� � LIS I� ��0� �Rt'1%VlNGS � � �^,^Y,pµ� � CONTAGT PERSON... RIGK� GERMAIN - EET NO. ` DESCRIPTION DRAW REVISED � °R^"01G�N. � vn ¢rcmo-nEra.uc n+smc � (603) 432-1840 EXT. 257 � ��-5"� ei2oios - � ��_p�� I 2. Ta-IIRD PART( INSPECTION AGENCY ,� a IXT�xirnz�✓a�+s erzoios - � ��,��.�,� ' A) NAME:....... T.R. ARNOLD & ASSOCIATES, MC. '� IXTER'��vATio�s snoios - cu.v cn�va,� _ E 700 EA57 SEARDSLEY AVEh1UE � -� MT��'qn� sr2o/os - �' �F01LT c'�"'T°r�'p'' cwm cwuim ELKHART IN 46515 � Q a�sTa�t�rscac v+rw�' arzoi� - � - � . wec isar vwnw*xn+aR cammownw PI-IONE: (574) 2b4-0745 � � ��ei,;uTatr eizoios - .r.u. eswwnw R�ERT TANGEi2 Et lM1E::FUT GAYq1T aizoios - e - �T�+� LA �tc�1:NiNc Arta�rCA i C 3. MASSAGHUSET'TS LABEL LOCATIONS...... � g eas�.�w+cK urarr H/20/05 - LL �� C LOGATED ON Tf-IE DGrJR Es GROI/NDWG L4Yq1T e�2o�o5 - nc eu.n'wne iwi.n-wmr ea�xe ! � � 4. DATA PLAT_= AND TRA LABEL LOGATIONS...... � � eux vie.� eizoios - ms ruww��c«sHrra j - � , LOCATED QN TiJE DOOR. � . � n:Ecrxica��rw�s ( ei2oios - '"� "OrTO� R PAT2 � 5. THIi2D PARTY MASSACi�4U5ETT5 AUTi-IC)RIZATION NUMSER�...02 Fl i0I/NDAT10N5U66F5'TIq45 eizoios - � Az,vimonu��,uamc � - EXPIRATIOt+I DATE=..,APRIL 30� 2006 F2 Foun�onn�l5ut,�e57�oN5 ei2o�o5 - mc wcine�raxcrnvurr 6. MANUPACfURER GERTIFICATION NUM$ER:...176 M BILL�II'iP.iERWS .g/2p/pg _ rsD. wuw wonu� '�r EXPIRATION DATE�...APRIL 30, 2006 � s� . scrcucruwao�rpns erloi� '� �OET�'"" "�� - 7. BUILDtNG INFORMATION sz sr�u�uew. oe�ui.s si�oias iuw �wr�u�r�w,orusr,e � A PROJECT i NAME:.. NEESCOM sz � � i � 51RVCTURAL DE"fAlS 8/20/�i - 'RK T.oQ . . � MODEL IT3ENTIPICATION...Mcq63 � - � � � � **P � � �� PROPOSED LOGATION.... VA1210US LOGATIOIQS, rrn � � TOtAL PAGES: . . 17 • � �'r4�"�""�"`T ! � B) USE GROUP GLASSIFICATION....U/UNMANNED � � � �n��,� ` G) GONSTRUGTION CLASSIFICATION:..2C . - � w wrt+ ; D) AREP. OF SUILDfNG PER FLOOR....I228.5 SR. �FT. - . � a'm �uu�rouv.a �'i B E� VOLUME O� BUILDING..._11056.5 CU. PT. . , - , � IIQGINEERING DPi". NSTOME2 516NATURE REGNIRED F) NEIGHT OF SUILDING ABOVE GR4DE= � _ no.ruGe� srnnP HELAW FOR APPROVAL B u I 1. STORIES.....1 - �� ^ . . i 2. �EET........9'-10" - . r.n.nxnroaoanssocra'rss.wc �NyOorw VH j G) DESIGN LIVP LOADS: . au��INa�=5 5 �� F- �. � � ' 1. WALL........WIND {IORIZONTAL (150 MPH) - comrtronwezlmotmassachusetts p � I pcveditc=;FyaWa2ion and O tl � . � 2. ROOF....................... (60 PSF) msperl�,n aSencY � � �srE�W�.`'� � . j' ,we��.�,.�w;K,.,eo,nm��.�. ��LGox�tE�� 3. FLOORS..................._ (150 PSF) . enn�.`a:,a�v�sua ;� 4. SEISMIC DESIGN PROVISIONS..........Av � �°°'m'°`"°"'u°�' � �ruiRv pnerr �iH�R PzaFEssiow.� _ .iz9 E�a.,��,,.�,/—. 09/08/05 9TAYf�� I.� APPLICABLE ENGINEER STA*IP ': . Aa m :12g � _ aoorP.en a��:._C-V��-�--- � ' � ? 5. F1RE 5$PARATION DISTANGE: �ce Seot.08.2005 T,�,e,e„ �„e��,,,p,�,m�m � � OVER 10' PROM ELEVATIOM1IS A 8 G B D TO T}7E "°"'a""°°�"'"`°°'"°`•""'a"°""' �i�'"i""1OM4i0C6 ! uw n wZ.°.iaw�a o��ea�.b°.�ntln�e °b",°b,:.° � / / qmmuLmorEe.WmuomYu�qubm+wx , �q PROPEi2TY LINE OR MIDPOII+IT $ETWEcN TWO � °°w�"•�'",`•". � �"�a:4.�,."°0,e�`�;;�� "�n'a"b°'"�,`�.."a'.",.�a°i. SUILDINGS ON T41E SAME pROPERTY. I . 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RESPONSIBILITY r"""�'°�°g"�°""'$,�" I P.O.8�1081 }4ha�t,IN 96515 . I �OR Ta-IE �OUNDATION O� Ta-IE CptlmionwealthofMessachusetfs � � ' Accredited Evaluation and ' � BUILDING. LOCAL COD� Sa-IOULD InspectionAgenry B� �OLLOWED IN CR�ATING T�-IE T^�e:�mta�uneessmmgmwraa�av ��SH�M� , ' ,��,,,�w,.��. ! �,.�„�,..�,� e F. � FOUNDATION FOR TI-I� BUILDING. qPP�,��,sp„�'�%�- ' t H �', Deu Seot.08�.2005 f p��,Q' �-5°°�^•�"amepQa Inow.•aamamo.�.maae .um�sw.�o.. GfSTE A`` aea.;mmme��n . - . . .,y�.ew�>mwua.�.c.�w..•�.�,ew �'IONALEP� ..aw.eaa�..�moamnw i� aopwws.wv.n. I 09/O8/05 q�� i ' ' D SR'c SGALE� 1/2° = I'—p° S�EGIAL F?.TU26 X N��SCOM L ' A ' B SRE SGALE: NTS NVAC 5 TON� 60�000 BN� 9klti AEAT ' A SIGNATURE DATE ELECTRIG4L 400A� I20/208V, 3� T�D i - '_ aoa 6e�i�z anoios TSD . FUI��CTION CAnHUN�CATIOHS SHELTER RE„ aA� E� 3,. � � . � 5��jE��,o�o�gs s„z„� MC 963 OlJ DATION SUGGESTION � �!, DESGRIPiION . IS Ivdepeude.nce Drt^�ey:de[ry..vH,03053 �� - vnm.-aoo-su-sr�� Fa.-sos�asr�sbe ��_I�J W ��Iv : � RevisioKs . """'�'"""" � GENERAL SPEGIPIGATIO�S � •I 8 I � 6 5 4 3 � � 2 7 'I � . � . . . . . � . - .. _.. - _ .. . . _ - -__ ..._-- _ . _ .__....__ ---- ----___ . _ --.__ . _ _ _...... . --- - --------_-------- ---- . . _ _ --..__ _....._ __ _ � I i $ �� I S I 5 o a I - 3 � 2 I 1 � . I ,, im`°�a*°""m,�°+eio°�oc'rs°°...00 a � . ' +na aA�+v i c,�s.m„un�M�m..e..nre NOTS - i � r�R Ni n rCMeG F mMlcue eM b v�e . . � I ��N�t�n weww(w nca.+b � me0. X b unaenaee xt wrepaeuehn 1 � ��e��p�� R�� " I. 3000 PSF SOIL BEARING CAPACITY ASSUMED. 1 i I � � 2. ALL DIMENSIONS NOMINAL. I I ! f � D ; v I . 10 — #5 REBAR . .. ', � . . 10" O.G. � • O Y.i} STIRRUP A7' 12" O.C. � a o � � b � � O � � � � • � � '.. � f f� � i C C I . � NA.S. � . I �`� 1 � '•e � � •a� . . . . q i � � � Q • mtsuunw eoueo � i f � � Msuw-nau eouzv - 1 1. TR ARNOLD&ASSOCIATES,INC � . •iNK 3It CRUSNID STONE � � - I I •'MK 31C CRV9fL^D STGNE � Y.O.Box 1081 I S ' ' � � a • • � � 4 . . . Pl4trart.IN 46515 �� ---� L___� Accredited Evaluation and Commonwealth of Massachusetts e+ I 3'-D" OPT. 3'-0'� �� . I InsP�tion Agency Y Th�seemmwna e.aeze.ov� m�menee j ��'-6° �a-6^ .,aM1M.sanauz��us.e + cmes.mve x.ue�i ex�mmicm.�,/�, I � . Mvrwren��i 1/�v— � � oate Seot06.2005 �'I ��/w-1�� .RARF RFdM Fl NAT�� . ��wmaaeaamneam��v��.m�a �'�. V N.T.S. aWwswvnv � B . B O 1 I � ` � a��1x ar� . ' � F. j�� MOD GOM �. N . '� �O� - ��. �ISTERG`@v�• 9LW 7YP= MG f07 MC 214 MG 321 MC 42B MG 535 MG G42 tIG 749 tK 856 ryC q63 �.�QM�Ep ' G �9��8�0� DIM X 0'-9° 15'-9° 2Y-9° 29'-9" 36'-9° 43'-9° 50''9v ?2�'y y4�'qa _ Rra I i -.. THESE FOUNDATION DR4WING5 ARE �"'"""�""10�'pOt MERELY SUGGESTIONS. C.5.1. k�w�sa-a : . . ASSUI`7E5 NO RESPONSIBILT' '°""a�"°"'m"0°1i0q` FOR T11E FOUNDATION OF THE � BUILDING. L0..AL CADE SFIWLD �"'— � . ema.M1mw..v. 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N��SCOM r A i " A 8 525 SCALE: NTS � HyAC 5 TON, 6D,000 SN, qMJ NE4 y.�D �' SIGNATURE DA7E � ELECTRIG4L 600A� 120/20BV� 3m � 1 UL I i ' H08 GRENlER 8/3/OS ' FUNGTION CAMMUNICA"ilONS SHELTER 'I R� DATE F� 67 „ ��,CY1'ECHP1aLOG7E5 S,,�T� � %g STRUCTURAL D�'fAILS � DESCRIPTION . 15[�epmdeoee Dnve,Lo'ntlo?�dmy.NH,a3054 � ��-�o-�"" F�-G��re6� GENERAL SPECIFIGATIONS � � �� ' I ,��5�«.� °°~�° F3q75 . 8 I � 6 . 5 4 3 2 � � t r. ___ _------ ...... .. ..... .. _ _ _ . ... _ _ . __ ____ - ..._ _ .. . . __ ___ _, . _ _ - - _- _ _...... __ . _. � • � y i . . 8 7 6 5 4 I 3 2 I 1 �_; CfA.`T P' PJC7 4'-5 V4' � ' . r i }-0+ 4'-��' TJR:AD�INS�RT FLS2 �b� i f-4' . 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P.O.Box1081 SIYhaY,IN46515 i c . �'-Y � .r_y .fb. ��' � � Commonwealth oF Massachusetts � � cdsr s•wc r-v qccredited Evaluatlon and r'O� a'-z• Ins ection A s�ie' c�-s vn• P 9e�Y mu em�n i.mrww.a name m w�re�� I^ � aiu mme..s.am�m�"• � � 1'IODIJLE t'1 T t100ULE e] � MODU � 190WLE zB P coaesvquwrvauma "� ' EIa�CMICeEe��y .i � — _ _ — . — _ , MVmvM 0V�Q�l�`�wz� 0 i - � o Daze Saot�08�.u005 nov�xa.eea..n wwe.vwo.. eiry mm�ubn a�A�f aYm M1mri Na�qul�qama af eow�s+w� � B 5 2 I/B' AC B I g b b e a § D �^ i ;n = �+ a � i. � � F � P = � at*`�80FYqn I � _ � ' _ �; F 1`, T o- J 1 i P 1 N ` � m � , - - _ _ _ _ _ - ' _ - _ _ - _ � QfSTE��'e m I s�-c s ve �370NA� I rAar a•wc s'a v�• GAVI77 FOR ELEG. 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DATE _ =_ � �ECTRICAL 60oA� I20/208V, 39 � �D f 903 6RENIER 8/3/OS FUNGTION COMFIUNIGAT10N5 S}7�LTER � ' S"�'-T°� "° `163 STRUGTURAL DETAILS S3 l I REV DATE EGO 8Y DEXRIPTION M"`� . IS tndeprn�tl�eM.e'Dr1�.ondLorderty,NH,0309 i � Awne-800.94E4J� Fss�664L9FB6fi8 " �—' /� , REvisioNs °""'°�°w""` GENERAL SPECIFIGATIONS . �� ' 8 � 6 5 4 3 2 . 1 � � . . . . � - . . � . I f The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (Th"echon'For Official Use Only) ._' ; .._„ - -- , ..Building Permit Number: Date Applied 1 _ :fi 'Building Official SECTION 1:LOCATION(Please.indtcate Bloek`#and Lot.#,for locations for which;'street address is not available) 442 Canal Street Salem 01970 No.and Street City/Town Zip Code Name of Building(if applicable) ( SECTION 2:PROPOSED WORK _71 V I Edition of MA State Code used '00B 1e0 If New Construction check here❑or check all that apply in the two rows below Existing Building Repair❑ Alteration Addition❑ Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy '®', Other ❑ Specify: f\V�� Are building plans and/or construction documents being supplied as part of this permit application? Yes `)r No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No K Brief Description of Proposed Work: Interior Upfit for Existing Vacant Tenant Space Work to Include: demolition of existing intedorwalls,ceiling replacement,lighting package upgrade,HVAC replacement,upgrading existing restrooms, new offices,new finishes throughout,replacement/relocation of exsting cleclrical panels SECTION 3:COMPLETE THIS SECTION IF EXISTINGBUILDING'UNDERGOING RENOVATION;+ADDITION OR!= CHANGE IN USEOR OCCUPANCY '` .... _ - Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): BUSINESS_ Proposed Use Group(s):A.ti.'ti'e SECTION 4:BUILDING HEIGHT AND AREA ! Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) 1 5,374 s.f. 1 1 5,374 s.f. Total Area(sq.ft.)and Total Height(ft.) 5,374 s.f. +/-20 Ft.1 1 1 +/-20 Ft. SECTION Sh USE,GROUP.;(C,,e&asapphcable)_ A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ 1 H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional 1-1❑ 1-2❑ I-3❑ 1 4❑ 1 M: Mercantfl R: Residential R-10 R-2❑ R-3❑ R4❑ S: Storage S-1❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: - ' SECTION&CONSTRUCTION TYPE'(Clieck as'appl cable) '- IA ❑ IB ❑ IIA ❑ IIBA IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB O SECTION 7:SITE INFORMATION(refer,to;780 CMR111.0 for details on each item) ;r - ,I Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A tench will not be Licensed Disposal Site❑ Private❑ or indentify Zone: or on site system❑ required❑or trench or specify: permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No❑ Yes❑ No ❑ "' ""' .. CATEOF,OCCUPANCY „.. : , . _, .. SECTION 8:CONTENT OF�.E....RTIFI ._ ., .: .. .,.; ., Edition of Code: 2009 IBC Use Group(s): M Type of Construction: IIB Occupant Load per Floor: 131 Does the building contain an Sprinkler System?: Yes Special Stipulations: N/A -1 w ..1 ORIZATION -SECTION PROPERTY OWNER AUTH ..... :Name and Address of Property Owner Robert Mercurio Name(Print) No.and Street City/Town Zip Property Owner Contact hlformation: Executive Assistant 866.200.9068 tmendes@cambecelaw.com Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Thais Mendes(Exec.Assist 200 Cummings Center, Ste 173D Beverly MA 01915 Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10 CONSTRUCTION CONTROL(Please fill out Appendix f building is less than 35,000 cu:.ft.of enclosed space and/or riot under C6nstruchon Control then check here O and ski SecSon 101 ' , 10:1 Registered Professional Res onslble fo'r Construd"on Control John R. Urban, AIA 704 841 _1899 johnurban@urbanaia.com 9821 Name(Registrant) Telephone No. e-mail address Registration Number 1242 Mann Dnve,Suite 200 Matthews NC 28105 Architect 8/31115 Street Address City/Town State Zip Discipline Expiration Date -10.2 General Contractor Falcon Construction LLC Company Name 4 evi itkirrS R6;12 Mo-e y i MA CSL 92125 Name of Person Responsible for Construction License No. and Type if Applicable 11 Bay Street Dorchester MA 02125 Street Address City/Town State Zip (01799P 7600 336 430 4032 cannestellas@bellsouth.net Telephone No.(business) Telephone No. cell e-mail address SECTION 11:WORKEPS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.15211615C(6)) - ' A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes❑ No ❑ SECTION 12:CONSTRUCTION'COSTS AND PERMIT FEE Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6)=$80,750 1.Building $45,750 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $26.250 appropriate municipal factor)_$ 3.Plumbing $3,500 4.Mechanical (FfVAC) $5,250 Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $0.00 Enclose check payable to 6.Total Cost $80,750 (contact municipality)and write check number here CTION 11 SIGNATURE IT APPLICANT SE � OF BUILDING,PERM _. - -. By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Lisa H. McCoy Project Manager 704 841 _ 1899 12/23/14 Please print and sign name Title Telephone No. Date 1242 Mann Drive,Suite 200 Matthews NC 28105 Street Address City/Town State Zip 11 Municipal Inspector;to fill out this section upon application approval if Name ` - Names Date Commonwealth of Massachusetts l_I 0 G[LZ02-q Sheet Metal Permit RECEIVED INSPECTIONAL SERVICES C-1 Date: 1 Permit# q Estimated Job Cost: $_ ID M Permit Fee: $ / Plans Submitted: YES (NO Plans Reviewed: YE�S� NO Business License# Applicant License# J� Business Information: Property Owner/Job Location Information: L Name: G, PTIr Ins Name: A:CA(-CVN_� Street: ') L 2- �On a („ OU . m c, 1/� S� Street: City/Town: C(,(y'e/ ()ja 6Z-3-')Z) City/Town: SC+ 12M Telephone: �D� 'Wp� '(57?p y Telephone: qn�0 ' I 1—) Photo I.D. required/Copy of Photo I.D. attached: YES_LZNO Staff Initial J-1 / -1- nrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family_ Multi-family Condo/Townhouses Other Commercial: Office Retail L�' Industrial Educational Institutional) Other Square Footage: under 10,000 sq. ft. V over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: ✓. HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: V AC- (,00i L �� r Ccr)+ra c+ . G-o i of-z- INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 YWEt-No❑ - If you have checked Yes,indicate the type of coverage by checking the appropriate box below:A liability insurance policy . Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ErMaster Title ❑ Master-Restricted City town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperso n-Restricted License Number: Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval What is the current use of the Building? tk izaU01*73 miL>� TM LAXZ—�� Bu w Material of Building? 14e9L It dwelling. how many units? Wilt the Building Conform to Law? Asbestos? Architect's Name Address and Phone Mechanic's Name Address and Phone f'I LG1m +66 � ot8o7 31-2YZ� Construction Supervisors License# CS 067801 - HIC Registration#Estimated Cost Cost of Projed S Permit Fee Calada*M Permit Fee$4 c0 Estimated Cost X$71$1000 Residential Estimated Cost X 311/i1000 Commercial An Additional $5.00 is added as an Administrative charge. Make sure that all fields are properly and legibly written to avoid delays in processing. The undersigned does hereby apply for a Building Permit to build to the above stated specifications. Signed under penalty of perjury X � Date IZ d C N Y V o > x ao� N1 1 `6 w d ar a -- Crr r-op- - PUBLIC PROPERTY DEPARI'MEINT i:uroelasr ORML4 . Mnroa 130 WwuNGww SntM• 'SLLkJ4 MnssnClrtstl'M 01970 14i 978-745-959S •FAX 97L740.96K APPLICATION FOR THE REPAIR. RENOVATION, CONSTRUCTION DEMOLITION, OR CHANGE OF USE OR OCCUPANCY FOR ANY VaSTING STRUCTURE OR BUILDING 1.0 SITE INFORMATION Location Narne: AV? em utixr ` " Building: Property Address- �otrcr[uvtt D� Property Is located in a:Conservation Area Y/N a Historic Di*k:t YIN 2.0 OWNERSHIP INFORMATION 2.1 Owner of Land Name: Ror"AJV TTru_ Address: 5W4,46 OxTi ' eirArme -rQ)%r 1yL CAA 4L S'r2:gSer %A<-e'V! A>A Telephone: 3.0 COMPLETE THIS SECTION FOR WORK IN EXW NG BUILDINGS ONLY Addition Existing Renovation Number of Stories Renovated Change in Use Now Demolition Existing Approximate year of Area per floor (sn Renovated construction or renovation of existing building New Brief Description of Proposed Work: , r pD» "WE 70 sP+trdbCtejL ecorti w&,n 4T7t5rrd!z ANa F1.4NV,1 S!?-rMKt&G eo6r.% wA 5, —MOW.4 go ,gar!✓{ Se'r"4*-T6at wK" Acoa,W- Et�+Y7'RrY K$ IAl^YeK6 PttoLckra 9ae'ss AWL /4'e. dflTN(t%t04 rry AOTA9,49 r' sQ' 4 , Eiut wtC�' 14S AMMMA0, 70 �eBFr" .dt�sr^sst( i°. Mail Permit to: ry tA UNIT O . Unoccuppied ,�. 5m60> Fi.F. s Hertz Car Unoccupied RentalPI Rho �eoor�. a -- CITY-OF gXLE 's' PUBLIC PROPERTY ��/� O� DEPARTMEINT Kl.%nW.U"ouscc�u HAroa 130 WAUUNGffW S'.M T•may..MAMAC1{:St1-M 01970 Tta:979-74S-9%3•PAX W6.740-96M APPLICATION FOR THE REPAIR. RENOVATION. CONSTRUCTION DEMOLITION. OR CHANGE OF USE OR OCCUPANCY, FOR ANY EXISTING STRUCTURE OR BUILDING 1.0 SITE INFORMATION Location Name: Building: Property Address. /S? e1ftl�4L Property is located in a:Conservation Area YIN Historic District YIN 2.0 OWNERSHIP INFORMATION 3.1 Owner of Land Name: R UT/fa A Gf;7 T _ S Address: /rfZ Cs , yy« 5l1Ces� lz�/! Telephone: 3.0 COMPLETE THIS SECTION FOR WORK IN UILDINGS ONLY Addition VNew Renovation Number of Stori Change in Use Demolition Approximate year of Area per floor (a construction or renovation of existing building Bdef Description of Proposed Work: .:=N$�� i�4�/v�CC.>'r?°r� �.�7'f/��O� .=rV ViV,z'T- ••� •, 14T-- 1-12 O�� s7 Mail Permit to: S`y e0m '/ 65 R4,4C suz-Ti 3Y �k PURA) r44 oiQC)i u5 What is the current yolr -ent use of the Building? .. -- Material of Building? If dwelling. how many units? Win the Building Conform to Law? Asbestos? Architect's Name Address and Phone w a' v s+ _MA 7 t- 3 EI Mechanles Name JYJ2i�[h4G� l�i4✓" �/ ` Address and Phone Constriction Supervisors License 0 HIC Registration if Estimated Cost of Projed 51O� - Permit Fee CalcuWort Permit Fee i 11" Estimated Cost X$7/$1000 Residential Estimated Cost X$11/i1000 Commercial An Additional $5.00 is added as an Administrative charge. )62 Make sure that all fields are property and legibly written to avoid delays In processing. 0 l/ D The undersigned does hereby apply for a Building Permit to build to the above stated specifications. Signed under penalty of perjury X Date 40 0Y t h � 0 i L4 2 CCA 1 d �d Commonwealth of Massachusetts k City of Salem a 120 Washington St,3rd Floor Salem,MA 01970(978)7459595 x5641 - ur.n Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT ' Excavation PERMIT TO BE POSTED IN THE WINDOW Footing INSPECTION RECORD Foundation i Framing yt'MZ �►� Mechanical Insulation �� IL INSPECTION: BY DATE Chimney/Smoke Chamber) - Final r `� Plumbing/Gas Rough:Plumbing L Rough:Gas . Final (01( 10-131b Wume Electrical Service _ Rough v -z D Final �p / DFire epartment Preliminary Final /Z {""? Health Department Preliminary Final n Commonwealth of Massachusetts 4 Citv of Salem ado a 120 Washington St,3rd Floor Salem,MA 01970(979)745-9595 x5641 Return card to Building Division for Certificate of Occupancy - Permit 8-16-105 PERMIT T O BUILD FEE PAID:: $4$484.00 DATE ISSUED: 2/11/2016 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish'a building 142-b1dg2 CANALSTREETMap/Lot: 330006-0 as follows: Repair/Replace INTERIOR NONSTRUCTURAL RENOVATIONS FOR RESTAURANT PER PLANS. ' Contractor Name: MICHAEL LEUNG/SKY PHOENIX CONSTRUCTION DBA: Contractor License No: CS93609 2/11/2016 Building Official Date a This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. t s All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of anybuilding and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. 1 The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. . fi HIC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. �6�6;;:: S�Q• I--1 � w�wls � � w o DIVP Certificate Number: 13-161-105 Permit Number: B-1&105 Commonwealth of Massachusetts City of Salem This is to Certify that the ................................................................AutoSales/S Building......................................................... located at Building Type ................................................................142-b1dg2 CANAL.STREET................................................................. in the .....................................City,of Salem ................................................. Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Minzu sushi MINZI SUSHI This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...............................Not Applicable unless sooner suspended or revoked. Expiration Date Issued On: Tuesday, December 13, 2016 `°"°`r^� Commonwealth of Massachusetts ; t Citv of Salem 9 m 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 �. Return card to Building Division for Certificate of Occupancy Permit No. B-16-585 PERMIT TO BUILD FEE PAID: $7,425.00 DATE ISSUED: 6/14/2016 A This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish a building 142-bidg2 CANAL STREET Map/Lot: 330006-0 as follows: Other Building Permit DENTAL OFFICE CONSTRUCTION ACCORDING TO PLANS SUBMITTED Contractor Name: ROBERT DOYLE DBA: DOYLE & MATTHESON, INC. X Contractor License No: CS-040515 6/14/2016 Building Official Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. HIC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts 4LIX i Citv of Salem 19 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT PERMIT TO BE POSTED IN THE WINDOW t Excavation Footing INSPECTION RECORD Foundation Framing Mechanical / Insulation ✓� ., 2&7"l INSPECTION: BY DATE Chimney/Smoke Chamber Final ._TI 1112-1-11, . + fi Plumbing/Gas Rough:Plumbing�� Rough:Gas Final < 6f l��(— rliii7 UElectrical Service Rough, (s / /�G//G- s Cet��i l/YPcr� �jcLlfJ €YJ CCd lv �G Final Fire liZpartrnentMIR J Preliminary Fina T. Health Department Preliminary Final Commonwealth of Massachusetts ` City of Salem i W 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 X5641 Return card to Building Division for Certificate of Occupancy No. B-16-381 PERMIT T® BUILD FEEEE PAI PAID: $50.00 DATE ISSUED: 4/25/2016 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish a building-- ,142-bidg2 CANAL STREET Map/Lot: 330006-0 as follows: Repair/Replace DEMO INTERIOR NON-BEARING WALLS, FLOOR, CUT CONCRETE FLOORS. INTERIOR DEMO ONLY - NO STRUCTURAL CHANGS f P 1 Contractor Name: ROBERT DOYLE DBA: DOYLE &MATTHESON, INC. Contractor License No: CS-040515 4/25/2016 Building Official I' Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. N. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. i This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. + The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials_are provided on this permit. HIC#: 'Persons contracting with unregistered contractors do not have access to the guarantyfund'(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts f + Citv of Salem m 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 K5641 Return card to Building Division for Certificate of Occupancy � Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW Footing INSPECTION RECORD - r Foundation Framing Mechanical Insulation INSPECTION: BY DATE Chimney/Smoke Chamber Final wlaPlumbing/Gas It Rough:Plumbing Rough:Gas Final Electrical Service Rough tcl.3�� (a K✓.%'' Final Fire Department Preliminary Final Health Department LIM Preliminary Final Certificate Number: B-16-585 Permit Number: B-1&585 Commonwealth of Massachusetts City of Salem This is to Certify that the Auto Sales/S Building located at Building Type .................................................................142-bldg2 CANAL STREET................................................................. in the .....................................City of Salem ................................................. Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Final forDental Office DENTAL OFFICE This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...............................Not Applicable.. unless sooner suspended or revoked. Expiration Date Issued On: Monday, September 26, 2016 m Commonwealth of Massachusetts 9 Citv of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 ' Return card to Building Division for Certificate of Occupancy Permit No. 8.16.585 P E R M I T T® BUILD FEE PAID: $7,425.00 DATE ISSUED: 6/14/2016 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish a building, s, 142-bldg2 CANAL STREET Map/Lot: 330006-0 as follows: Other Building Permit DENTAL OFFICE CONSTRUCTION ACCORDING TO PLANS SUBMITTED Contractor Name: ROBERT DOYLE ce DBA: DOYLE & MATTHESON, INC. Contractor License No: CS-040515 , 6/14/2016 Building Official ? f' Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. 1 r All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Thispermit shall be displayed in a location clearly visible.from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. _ H IC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund'(asset forth in MGL c.1 42A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts ` City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 x ' - Return card to Building Division for Certificate of Occupancy - structure", " ° 7 CITY OF SALEM BUILDING PERMIT PERMIT TO BE POSTED IN THE WINDOW Excavation .. _ Footing INSPECTION RECORD Foundation Framing ; Mechanical - '., Insulation r� `� INSPECTION: BY a_ `' DATE Chimney/Smoke Chamber` Final crTl•L O`+ Plumbing/Gas R Rough:Plumbing Rough:Gas � v Final �✓ 6'"°e i �1; w Electrical service Rough,/ /Lr '. _ # „' ` �YYI.. -C -DC7'' C� �'�"' ,• ,� O 7 Final s �/66 4-�2c 4i14"- �f �5 E' z a yyl" amt Fire epartment q .At Preliminary - 9�21�� 4 , Fina , t Health Department Preliminary y - Final - Commonwealth of Massachusetts 3 �q. Citv of Salem .f 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5841 'I Return card to Building Division for Certificate of Occupancy 1 Permit No. B-16-381 FEE PAID: $50.00 PERMIT TO BUILD � I. DATE ISSUED: 4/25/2016 1 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter,j'or demolish a building .. 142-bidg2 CANAL STREET Map/Lot: 330006-0 as follows: Repair/Replace DEMO INTERIOR NON-BEARING WALLS, FLOOR, CUT CONCRETE FLOORS. INTERIOR DEMO ONLY - NO STRUCTURAL CHANGS Contractor Name: ROBERT DOYLE A--- DBA: DOYLE $ MATTHESON, INC. i Contractor License No: CS-040515 4 ` 4/25/2016 Building Official Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-lawsandcodes. a This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. S s HIC #: ;; "Persons contracting with unregistered contractors do not have access to the guaranlyfund"(as set forth In MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. !j Commonwealth of Massachusetts % City of Salem q i 1 t 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 45641 Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDINq PERMIT _ Excavation„ e' _ PERMIT TO BE POSTED IN 1 HE WINDOW ' t a Footing - - INSPECTION RECORD r Foundation - { Framing .. _ Mechanical `'•• Insulation INSPECTION: BY DATE Chimney/Smoke Chamber Final Plumbing/Gas § Rough:PlumbingRough:Ga + ,. .w Final Electrical < S Service Rough V t - Final . - - Fire Department f E a Preliminary Final r - - r. � ... & Health Department j Preliminary Final Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8`" edition of the ea Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Paradise Dental Associates Date: May 20,2016 Property Address: 142 Canal Street, Salem MA. Project: Check(x)one or both as applicable: _ New construction x Existing Construction Project description: Interior build-out of Dental Office Suite Existing space requires bathrooms adjusted mechanical systems, alarm, sprinkler system, and electrical. New window and door openings on the exterior. I Craig R.Bosworth MA Registration Number: 20030 Expiration Date: August 30, 2016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project x Architectural Structural Mechanical Fire Protection / Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its submittal and other responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means,methods,sequences and procedures, and for the construction safety. 4. The performance of the services shall not require any special testing or inspections tmless specifically stated in the Code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent comments, in a form acceptable to the building official. S.�ERED ARCy� Upon completion of the work, I shall submit to the building official a `Final Construction Control 00 rFc� D 2 P OPS 1 Enter in the space to the right a"wet"or No. 20030 = N electronic signature and seal: MARBLEHEAD, 40 MASS. Phone number: 617-974-4247 Email: crai boswortharchitect. 9(TH OF MPSSPG� Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Craig R. Bosworth—Architect 6 Reed Street Marblehead, MA. 01945 617-974-4247 May 20, 2016 City of Salem Inspectional Services 120 Washington Street 3`d Floor Salem Ma. 01970 RE: 142 Canal Street—Paradise Dental Associates Explanation of Proposed Scope of Work Project Information Project: Interior renovations and tenant build-out of first floor of existing Business Use Building. Location: 142 Canal Street Size of Building: Existing Building space of 5,328 S.F. - 1 story above grade. Not greater than 50'-0"tall. Owner or Owners Anthony Gattineri Representative: P.O. Box 1074 Winchester, MA. 01890 Architect: Craig Bosworth 6 Reed Street Marblehead, Massachusetts. General Description of the Scope of work: This project is for the tenant build-out of a professional dental office suite. This office suite consists of three exterior walls, and one party wall. The party wall is a masonry block wall to the underside of the roof deck. No new work required for the party wall. The interior space will require minor demolition of non-load bearing walls, trenching for new plumbing, and re-working of mechanical, plumbing, electrical, alarm, and sprinkler systems. Interior walls will be non- bearing unless plaster ceilings are incorporated. The project will also effect the exterior walls with removal and patching of existing openings, and new storefront windows/doors with new openings. It is our intention to increase the parapet on the corner of the building to accentuate the new entry location. This will require approval from Salem Planning Board for the Signage. Code Summary Use Classification B—Business Use Construction Classification Type 11113—Unprotected Fire rated construction: Table 601 for Type 1II13 unprotected. 2 hour fire resistance rating required at Structural Exterior Load Bearing walls. Floor Areas: First Floor—5,328 s.f. Occupancy Load: 100 gross — Business Use First Floor—54 persons Egress More than one exit required per Table 1015.1 as our occupancy is greater than 49. Exit requirements. Doors are greater distance (87'-0) than 1/3 the maximum diagonal distance (103'-0")per 10 15.2.1 Exception 2.8 Exit access travel distance 300 feet with sprinkler system per Table 1016.1 Corridors—Are not required to have a fire rated assembly per table 1018.1 with a sprinkler system for Business Use. Dead End Corridors are limited to maximum of 50 feet with an automatic sprinkler system per 1018.4 Exception#2. Please call with any further questions or clarifications to this report. Thank you, Craigosworth—Architect _ _ d j�� C��,� U��i-� V 1'RO1)1Iwn, , D1'P_\R 1 N11:N 1 -'11 AA \1111\1 I,IN AI HI I I 0 j it I '.i, AI'c:v, III 'I :1-111'1 11 111 9-8--Ii 019i • 1A' 9-N, 98 It. APPLICATION FOR PLAN EXAMINATION AND BUILDING PERMIT ALL BUILDINGS EXCEPT ONE AND 2 FAMILY DWELLINGS 1NIPOR'I'AN'1': .% licants must chat lele all items on this to ge SIT111, INFORMATION . 'S Location Name /.Building Property Address Located in: Conservation Area Y/N Histooiiic district APPLICATION DATE I 22 ' (_qI Use Groups (check one) - Group Homes 123 RJ_ Residential (3 or more Units) R2_ Type of improvement Residential (hotel/mo(el) RI _ (check one) Assembly (Theaters) A I _ New Building Assembly(restaurants& clubs) A2r_A2nc_ Addition Assembly(churches) AI Alteration Business B_ Repair/Replacement_ Educational E_ Demolition Factory(modera(e hazard) FI _ Move/Relocate Factory(low hazard) F2_ Foundation Only High Hazard H_ Accessory Building Institutional (residential care) 11 _ Institutional (incapacitated) 12_ _ Institutional (restrained) 13 4 Mercantile N1 ('n Storage .. .� SI M0de1:ne,l-liza1d Storage S2_Late I lazud 0N'Nh:I(S111P INFIRM,\'HON(Please typeor Print Clearly) M OWNER Name /�1'AtaKh 19A77/.tlhW Address L `^ Telephone Si);nature DI•'SCRIPTION OF %%ORK'1'O BE PERFORMED 1 _ ��7 r1�T,��- �w�niN� (15Ul�tyri'y6. Gvt Y/ I-ISI'IMA'I'E )CON'S'rRUC'FION COSI' !' _ 1 .. Y CONI'RALA OR INFORNIATION _. Name Address Telephone Construction Supervisor's Lic # Home Improvement Contractor# .\KCIII'I'ICI:'I'/IiNGINIii?K INFORMATION Name Address Telephone Mass. Registration # PERMIT FE'E CALCULATION Estimated Cost x $11/$1,000 + $5.00= CONINIENTS The undersigned applicai does hereby attest that all information stated above is true to the best of my knoivled,�ge under the penalties of p _..I Signed (ovine' (agent) APPROVED BY : DATE APPROVED: ' I CONTCACTOr Pe�e � V0, r0N,e �- SSI- �53- 1103 MAP 3� � UT � (� NT60Ny GHtjr4Ak� I - 97g - 37s"- SS7y CITY OF SALEM ROUTING SLIP New Construction Certificate of Occupancy LOCATION 4�Z CAN/a. G STDATE I I • I �' U r(--.) � ASSESSORS - DATE 93 Washington St. CITY CLERK DATE A--LH--oFr 93 Washington SU x PUBLIC SERVICES Ob) t� 4 120 Washington St. - " �( WATER C�� DATE 120 Washington St. ! / �( CROSS CONNECTI- DATE 5 Jefferson Ave X PLANNING /j, � DATE 120 Washingto St. X CONSERVATION !� DATE 11 ' 1q" Og 120 Washington St. r� >( ELECTRICAL 48 LafayeV FIRE PRTION DATE Y 29 Fort u �}�q X HEALTL' DATE 120 Wa6piton St. K BUILDING INSPECTOR DATE 120 Washington St. ' • �. M . . . .,_ � . ' . . , ,. ,, '+ ' -. .,i'e ';t _- COMcheck Software Version 3.6.0 Envelope Compliance Certificate 2001 IECC Section 1: Project Information Project Type:New Construction Project Title:RETAIL CENTER Construction Site: Owner/Agent: Designer/Contractor: 142 CANAL STREET ANTHONY GATTINERI DANIEL DiLULLO SALEM,MA 142 CANAL STREET NOMINEE DILULLO ASSOCIATES,INC TRUST 16 CRYSTAL STREET 5 CRANBERRY LANE MELROSE,MA 02176 LYNNFIELD,MA 01940 781662-3498 dilulloinc@wmmst.net Section 2: General Information Building Location(for weather data): Salem,Massachusetts Climate Zone: 13a Heating Degree Days(base 65 degrees F): 6268 Cooling Degree Days(base 65 degrees F): 489 Vertical Glazing/Wall Area Pct.: 11% Building Type Floor Area Retail Sales,Wholesale Showroom 10980 Section 3: Requirements Checklist .• ..- Climate-Specific Requirements: Component NamelDescriptlon Gross Area Cavity Cord. Proposed Budget or Perimeter R-Value R-Value U-Factor U•Factor Roof 1:Metal Roof with Thermal Blocks 10980 19.0 9.0 0.043 0.058 Exterior Wall 1:Metal Frame, 16"o.c. 7800 19.0 0.0 0.114 0.085 Window 1:Metal Frame with Thermal Break:Double Pane with 840 — — 0.350 0.575 Law-E,Clear,SHGC 0.71 Door 1:Air Lock Entry 84 — — 0.350 0.134 Door 2:Solid(<=50%glazing) 63 — — 0.480 0.134 Floor 1:Slab-On-Grade:Unheated,Vertical ft. 384 -- 17.0 — -- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 0 3. Component R-values&U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. LI 5. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. Ll 6. Cargo doors and loading dock doors are weather sealed. O 7. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-fight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Project Tide: RETAIL CENTER Report date: 11/11/08 Data filename: Untitled.cck Page 1 of 2 Robert CumniAssociates,, I'LL 181 Bow Bog Road I �c 603 224-7453Bow, NH 03304 bobcfpe@c.omcast.net 603 224 7467 September 5, 2006 Mr. Anthony Gattineri California Enterprises Corp, 5 Cranberry Lane Lynnfleld, MA 01942 Dear Mr. Gattineri: Re: Property at 442 Canal Street, Salem, MA This letter documents our evaluation of the existing sprinkler system for a portion of the tenant spaces at the subject property. A separate design drawing will be issued to Correct any identified deficiencies in the sprinkler system. The existing sprinkler system is a dry pipe sprinkler system with a design based upon an ordinary hazard pipe schedule per NFPA 13-2002. The existing service to the building is a 6" line. There is a 6" back flow prevention device on the system. There is a single 6" dry pipe valve that services the entire building. A water flow test was conducted with the assistance of the Salem DPW on August 31, 2006 Thursday night at 11:45 PM, The test was conducted on the hydrants along Canal Street in front of Canal Street. The gauge hydrant was located at the intersection of Meadow Street and the flow hydrant was located at the intersection of Ocean Avenue. The statis pressure was 90 psi. The residual pressure was 85 psi with a flow of 1750 gpm. Based upon this information computer hydraulic calculations have been completed for the Taxi service garage (ordinary hazard group 2), the church (light hazard), and the warehouse storage area (ordinary hazard group 2). The data sheets provided for the foam padding material indicate ignition temperatures well above 500F, which classifies the material as a class III or IV commodity. The second floor space is classified as light hazard. All of these areas have adequate water and the sprinkler system provides adequate coverage except as noted on the attached plans. Should you have any questions, please contact me at (603) 224-7453. Sincerel Robert B. Cummings, P. MA FPE No 39299 N"'Y.wY V4V'v4"~ ,S � ry3 a 3 i 5 � •yt IU, /! t /�ISb YI i I �5 �' \ 7 i!/ r ig°i Sit •Iit J �S • i 8 i�S '��y`3' �yE� i: i' • �' 3.15'Tt IS e S I --- -- I I _ I -n � (DOG00 s 00000000 r 00 0000 0000 00000 21 U00 PGOGGG ------ 0O -.. ,----------- 00000000 !Y'`• f ni o 0000 000 o G - G 000 \� V /y is ;6 e� �� F `\\;\\,;�\ `�\�\��\\\� �\�'•X(�\.-'(•/.✓.ky.�l'y,�; .moi ----------- I ..�. tel. I I I I I I I I I I I I I I I I I :�\\\\:.,\.�� \\ •,\ " I ��____ ;�� II � IIIIIIIIIIIIIIIIIIII � vv � �o � IIIIIIIIII i I I \. '.; \ III II II IIIfill IIIIIII c IIIIIIIIIIIIIIIIIII -�� I I I I I I_ I I I 11 I T Fy>�� u , I � � | � � | / ---------� | �| | ! `----'�---� IL LX /| | � | � -'_--------- 19 } L--L_-�:' ----------� - un - � - Gawther motor5 � U2 C"o / � ' | ' / | i ! u,e | | ^^ | . .49 Noted _ 6econd Floor Plan, 1/8' r-O | ' | | � | � ! . i � DstM. | ____________________ � NV ____________________________________________-�-�__ � � !JLi �f i a 2 v� a[ e �qa 4r WFY 1 +5.61. ,.(, 1 ` F ? ILr [ 1 , �—� 1 •r ,e a, ��f?prnm Dlrve r 33.4 75 r i 1 51.90 19fiJ9 �9i.00 GRv 'clsrn. MexacFuse¢g 1vJ.m 01 WO CANA� STREET iO � i Industrial C•�n sity PFauiremen?s Wf.Jv LJi eC1'i{5.yve Fpl) 159 Ju�a C]'FiYc 4 -LL 3j uTW.r'CEM Y[MJ�i 1'!"(_—¢� 5J N!.M'v rlrcwa ti�tIT3.JEN.OapY Wv131in1 �5 — ,'� 1 I �ISite Pian (Proposed), 50'-0°✓ -.m a�-a91 t9;�, El 8. Building entrance doors have a vestibule equipped with dosing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq.ft.in area. ❑ 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2001 IECC,Chapter 8,requirements in COMchedr Version 3.6.0 and to comply with the mand o requirements in the Requi ments Checldist. Name-Title Si ure Date Project Title: RETAIL CENTER Report date: 11/11/08 Data filename: Untilled.ock Page 2 of 2 Design Area No. 2 - LIGHT esign Area No. 1 - OH 11 Density 0.1 Area 1950 ��' Density 0.2 Area ENTIRE NOTE Flow 600.162gpm 0 38.62 psi YtA Flow 421.598gpm 0 76.53 psi Includes 250 gpm Hose allowance 1 ,I Includes 250 gpm Hose allowance EXISTING SYSTEM IS DRY TYPE ORDINARY HAZARD PIPE SCHEDULE ' I -1_J 206 __- 201 �- 1 HYDRAULIC CALCULATION FOR REMOTE u "� 1 \' z2z EVANGELICAL 215 I CARPENTRY AREA 1 & 2 INDICATE SYSTEM a� / I O PENTECOSTAL •� 211 _ - I STTORAGE SELF REQUIREMENTS TO DELIVER A DENSITY CHURCH — 'a5 I, OF 0.20 OVER 1500 SQ. FT i 2a7 • 2a2 • as S r 9 GL SSNGLE _I : $ ' EVANGE ICAL n 216 z1z o 4 yz PENTECO TAL • •O �� - 'i '' EMP a Add /\I�tlu SALEM TAXI �as. CHURCH: 223 EVANGELICAL PENTECOSTAL - `{ GARAGE S CHURCH zofi zo3 • rt�n twr a6 . 1oz e • •O - •O AUTO 1 EVA GELICA - EVAN - AL PEN ECOSTA ' REPAIR /STI • NORTH SHORE • n - > o PENT AL CHU CH zn NOW ARC � �.--- — (Plp�. � 4urr�.lY� j CH: _g VACANT EMPTY " �— va \u7c�A vDlAlif EXISTING RISER DETAIL al�� m� l -2t' 2a9 2a` I1a� U > o " i " 2216 > n e • " y I n-m air aR LINE!! LINE-X , ^� hi r I 2zs z2o * zla 110 es m-� — ro3 • -- - -- s1 ---- - ---- F_ 0112 ey • ,.. • r • 11' - I' a • Ir • '' • '' • • I' • 1' Ir , ^ 1' _ 1' • 1' 94 � ` lar ' I s � N 14A S� r ,� I & LINE-X QS •.OWYNg1r- r Add I 9-0 D FftY\�\wl^{c\1l>1 4' f1lS df� • ,. a !� 28 48 ' 27 1 e1 K cam. c71' b�Q 25 FOOTLINERS &CAM SHEE AN SALES SHOES BAYS I 54 52 51 46 43 42 41 24 1.J p BRAZUSA b OWING ih Ld 2 7( six - BFP AND REP 3&-GARAGE , I• • Ir •3 40 • 45 ' • 39 I . 36 ❑ • 37. 1 • 36 r a 35 • 1 ` -0 1-0 43 P ENT r-1.. � �1n`"fp `II�� 'Ae� �a�jY1�Ij NOT T D SCALE Li Ill 3 (fhl�llr -31AVW • I• _ ,. _ _ ,. ,.. a _YI , IY • ,. OI, as 34 ' a33 Ir • 32 I 31 ,. O e ' a r < _ _ ' 22 r 2. 94 7427- k7 21. ABC AUTO DETAILING • a - 27-4' -- / : AND MECr IDWN TO BASFN,IENT HANreICS r , rill- Design Area No. 3 OHII_ Density 0.20 Area 1950J I zo A� `fnY '�+s TIhHERTZ CAR S EEHAN Flow 823.45 gpm 0, 13.1 " psf LS - RENTAL S LES Includes 250 gpm Hose allowance • u ' a=__ 1 a A DCIAT 1bOM �O! lbrJ Get 4Y*y I� Y HERTZ CAR RENTAL 0 I - IN CAA) 1 Yc'�Pflud'•J2cr CY"h�Y-�I'c� ri o12 1 V 19 Q • '' • Y • • '•10� • • 1• • i• 101 Ana -- a 97 7 ?7 F-- � First Floor Plan , 1 /8 = 1 VACANT SPACE - r- — — — — — — — 1- 4&L t)v1dl.✓ 17 14 13 11. o AFF GI I AFF l L - - - - - - - - - - - - - - � _ - - -- -- - - - _. —�j 16 I 12 11 10 9 8 7 r 11, ' y L aN kg M a '• , \gJ t� ° �— f...�o.\Y• CtA�\}1 I i I • 1 Is �r • r • 6 • 5 , ••�4 " 3 1, 2 I CJ • LO i tF.—'1a ai k�ll�� Y (} -k0.n,•.� YYva..lb.a .ea i ,r�� 4 tie'�•� u '�0 e ps l Air r+�trl�W �c ru w, f--- - Jo•rawe'h Vv-\a � - 0✓ LfSiS il\n a1lw a7� l C Il'I'] �1 e�v\ n a • a d\6�n1nCJ- til "1 Second Floor Plan , 1 /8 = 1 ' - 0 " 'Pt-.ol NOT -TO S6ALE General Notes Symbols Number of Sprinklers Drawing FIRST/SECOND FLOOR FP PLAN Job: Symbol Description Total This Sheet Total This Job Title - ANTHONY GATTINERI �I - 1. All Pipe Locations are to be Field Measured Prior to Fabrication 0 Hydraulic Reference Points Symbol Description Revisions: Date: -- - and Installation by :Sprinkler Contractor. Contract No. 142 CANAL STREET [le a.] Elev. Below Top of Steel SUBMITTAL AB 8-3-06 2. All Dimensions Shown are Center to Center. [e-a] Elev. Above Finished FloorDrawn By AB SALEM, M�` 01970 C 3. High Temperature Heads are to be Field Located Where Required. +arOS 20-01 Elev. o1 Top of Steel N O _ 4. All Pipes and Hangers are to be Installed per NFPA 413. ® Ceiling Height Scale 1/8' - 1-0 Contractor Denotes Hanger Location ANTHONY GATTINERI E- 5. Hangers are to be U.L. Listed and F.M. Approved. o Rise up or down w Date 07-2e-0e 5 CRANBERRY LANE W Approval By LYNNFIELD, MA 01942 �� j�/1 �,.'DI�-E.Cc's �"'� T t v� � June 14,,�,007 Thomas St. Pierre, Salem Building Inspector Salem Building Department 120 Washington Street Salem, Massachusetts 01970 Re: 142 Canal Street (06-060) Salem, Massachusetts Mr. St. Pierre, Based on ffiite visits through 6/14/07, the renovation and life safety project, located at 142 Canal Street, Salem, Massachusetts has been reviewed, and to the best of my knowledge and ability, the project has proceeded according to the Architectural drawings prepared by H.H. Morant& Co., Inc. dated October 6, 2006 thru March 6, 2007 (see attached %2 scale architectural drawings). If you have any questions regarding this project, please call my office. Sincerely yours, St A, ivermore P ide SWL/1421ifesfty F F K. H. Morant 0 Co. , Inc. F El P.O. Box gash Salem, Massachusetts 01970 978.744.5354 Fax 978.740.9161 Email: staff@hhmoranLcom r ..Obeaftr G a r r ll�gs & Associates, PL,JC. 181 Bow Bog Road Bow, NH 03304 (603) 224-7453 boWpeecomcast.net (603) 224-7467 CONSTRUCTION AFFADAVIT Subject: Multi —Commercial Tenant Building 142 Canal Street Salem, MA I certify to the best of my knowledge, information and belief that the automatic fire alarm system is installed in accordance with 780CMR, MSBC 6th Edition. The installation conforms to NFPA 72. Installing Contractor: Systems Electrical Services, Inc (781) 289-7864 Engineer Name: Robert B. Cummings Company Name: Robert Cummings & Associates, PLLC Address: 181 Bow Bog Road Bow New Hampshire 03304 Telephone: (603) 224-7453 MA Registration No. : 39299 i Date : May 21, 2007 p 'Os OI 3 u, UMM"Aip G5 " �? FIRE P4!QTcCT10 y .�? 9A'a.32299 J o',eA Cu_�_� _ r ingis & AssO cdates, PLLC 181 Bow Bog Road I Bow, NH 03304 (603) 224-7453 boWpeacomcast.net (603) 224-7467 CONSTRUCTION AFFADAVIT Subject: Multi —Commercial Tenant Building Tenant Units B, C, D, E, F 142 Canal Street Salem, MA I certify to the best of my knowledge, information and belief that the modifications to the automatic sprinkler system installed to provide protection for the tenant in each identified unit is installed in accordance with the permit plans and 780CMR, MSBC 6th Edition and NFPA 13. Work associated with the fire alarm system is not within the scope of the sprinkler contractor. Installing Contractor: Xcel Fire Protection (603) 890-3331 Engineer Name: Robert B. Cummings Company Name: Robert Cummings & Associates, PLLC Address: 181 Bow Bog Road Bow, New Hampshire 03304 Telephone: (603) 224-7453 MA Registration No. : 39299 byte Date : May 21, 2007 0`' F E T SN C MIN y.. cg F PRO TF ON �+ No.392 'o. Fo s7e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- r - L I � I , I I H.H. Morant & Co, Inc. I a ects F 7 eo.c�t4W '•I ut WPP6ia6ton Slmvf I ' I .(978) 744-5354 r (978) 748-9161 Fax I � ' I I I lob N®b¢ I May 8, 200(o I Na Mm Ppm® p/; I i I I I I _ „P-rojeiC cull to eaee�m ... Ito t GGt •• III r_-��. '�� _� Scp,1,S:1 • I n o E \•3 I t Anthony Gattmen 142 Ganal Street I Salem, Mas chsetts I � / f I I / First Floor Plan L------------------------------------ ------ PWc : I - Exl 1 1=1rst Floor Plan, 1/3" = 1'-011 _- 06-060 CS/06) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - .. _ _ - - _ . .. _ . _ _ _ _ _ _ - _ - . _ _ _ _ ._ _ _ _ _ _ _ _ _ _ _ _ - - _ - _ - - .- _ - - - _ _ .. .........::r:....... H.H. Ilorant & Co., Inc. Architects P.O.aox bey_ 321 Wuhmamu'Stmot salsa,ldav�obaa t e197m - (978) 744-5354 (978) 740-9161 Fax . - CNm1N.IC � _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ - _ _ _ _ _ _ - ( ' 15ecord door Mar, 1/8" = 1'-D" IOD N®Dd _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m rn May 8, 200(0 ' P[OjacC { 142 Canal Street Anthony battmen vepS: 4 --2-•'""` 142 Canal Street a Salem, Mas chsetts Secon Floor Plan - - - - - - - - - - - - - - - - - - - - - - - Ext - - - . _ - .. _ _ _ _ _ _ _ _ _ . .. _ _ _ _ _ _ _ _ - ' - - - _ . - - - - - - _ _- - e e • - - - - - - - - - - - - - - • New Angle 91 5-R - 192 S.PF. 91 S.F. Unoccupied ' 2515 S.F. O e -0'z 5'-0'Parsed Tallow sT� NewUNITE Angel Gla..Watch Walkway To Bgeas Doo,. s1dtIT os� 544 S-F. l9a S.F. North qRG abl B.F. e ti R.H. Morant & Co., Inc. UNIT �, Architects �.S Lre x S�-rr,ia+ e • i a "n F. 28'SF. x.Waw,Nvufis /1978 Em L e e e (978) 744-5354 e ° ° (976) 748-9161 Paz Gwme ® e , ,.......... .Y bE N® .. / /� • ° e • x 3. .. i Oro 00 UNIT o t[[ ^ {�` "" SC��-�1�� auc ubccwped IJ�a�o � e4r° �� October 6, 2006 5060 9F. Ns aw a..le® er �m 10/N06 Orfice r-L UNIT C e Bre " Towine ° ° ® 10/18/06 Aro'Reps Egeee ML. 2583 5.F. •�a • e �® 10/0/06 Orfp 1w e I r -A NWm Unt Bf Fm UNTr � I W/ I Aec S L_ —® Lo6 unt c/E)ML _ Ana necani, W46 S.F. ® 2M/01 As Bid: 1"L _^s OG 10 ® 223/01 UrkB rL 3 O -A 3/06/01 Unt Ot P HL Hertz Oa' Unoc Plmd BathReraal 104 • Project: UNIT T� - c 142 Canal Street Rental 1306 S.F. - e a Anthony rattled r- __ 142 Canal Street Salem, Mas hsetts L + lUN A ownd 4824 S.F. I First Floor Plan 0 e , I - - - - - - - �eatncal Room Al027 , i 1=1r6t door illan, 1/8" = 1'-�" .L9- 06-060 (5/06) Door Schedule 7F Door Ram. GENERAL NOTES O Wcith ht Thk'. Hal'I SMde H<ed Jevdo re.. I 3'-O' 6'-8• 13/4 Brch R.eh F"inh Mau'aled Metal Door,Levo Flanuae. A [ 7hu ol.o/!v dm :ddm d Itm:.vraid netN lum Lock wC eh bere 2 3'-0' 6'-8' 11 3/4 Steel F4.h Pb°0 ADA I Flmh Wulaed FIet9 Door.Laver Na c uae, ^?rwv+rtn vmo� °d r y o ro nimbi ae neral Lock urth Cbwre Rwormar mJ°M ryd�az Cmd srer.s.em MmmSmnz 3 3'-O' 6'$' 13/4 IrouL Flbh rte... ADA fl0h MnuNted HCat poor.Lever Hardnae, Note Wall 171.Co+msro-dd dad !ad 60� ro Hew nerd Adan 5mru Lock wlh edare comraotor SYval Extend iw l up w ur�.ld,, P"° h..w:L 4 3'-0• 6'-8' 1 314 LHIok FW ADA Fb.h Metal Inlenor poor,Lever or.Exmtnig Deck .[ IMC ur ry/v d Fdd Sma Lad ad oY udm-mws hr qpy m ds vvk Alum. Medusa,Beth Prry Latch.Goars i� 4 The 4t m-df.par of mgavypo e-od lylr mregdad / O//O/ / s/ //%// a /M Cmnveo-aV m,4.d..v4 of d coir and n/1. 4 h cin o w,"w m von Partition Schedule m.dr+�=r�.m�. m bre dedcgd:be,�d. H.H. Morant t Co, Iac. 7. ours«ddto:-Akdbybem„bad ad m„a,d.ode.L- +M,. ®yh Architects 'N ni e.� P"is mud od.pm✓. o r ds.ar. P.O.Do.4M . laterlais Descrr�Uon �«e „�,e-Remarks a a®a.;tl,.,a'od ddao.+[.a..oem=od�mdo,hdowyv a.y.admbo do 211 w.abM,,,w s4eet f-,�r:,.,ry„p.r,oddd.os m h Co,.orr Lbw &&=M.o.ehowl4 OMO oil, 5mt.g mood scuds a Metal Soda.16'oc tLNR'A' s Al do mpbn.,,or do ar/:h Canino-dd�zK d,.Py affi uod. and AD Ewe Mternr Parllon UlaOv Or W neral Room ed uu.r ersid.oAkore dm enie pojxr dm.m.oim ed saf.n BmLGmr�t�d Iur w t'"9 or wmehwse a. 7x canam-dd.o�,,,d°w;y a.:y°d did (978) 744-5354 (Apyh tdEs,mild m®.Sm 6,..[wo 6.,,..rp y .d ddbNwu ha (978) 748-9161 Fa: `m 5oreu&tail Both 5 2- Lacers 5/8'.GUP or o9'odd�x/rd®dby.frdm�mar� N.5/8'GqMV Was Bond, - H Layer 5/8' C*we [ M.ah rhwf radam ro r/ro bre:r comre uoYh u/[/mvahmarrs Srere c.udmm 5.Attach Boli 5d. Sorew Attach Both 5de., &Wdg Loh T eel T' y ac{,°�g.rn� I Mr. Lb4 van pataon To tm.nd � ¢ Cogon-me .:rh d urMr nudes 6 re!x ro Arc7:recrwd Merhoiv'6 Ekcn..w' 3 5a moi. tO Ewg�t Chanel 5lrrener. At do eys!a Na mrdbriu°!dere...isarm, d mus.nc !11{2511 111�.�1f �IS addve6'oc 1 1,3 Point.,Tin,cal _ _ _ _ 416- err fltffewe.o Q rho cwaona:hd. it of ami g couduo s ed dvmriav n Nc.fi ld and _ _ _ _ _ _ _ _ _ _ _ _ Pam..iy> .dmf..a7y rno�ymoa°r y of � /bo/.,I oily dM rh°.� 10 Reflective CI R15a,,,e ptle ba 3 5/5'Meal . Plan, 1/4 esu mleov. swd. m 16• o.c. Rn Sound Attenualoe } � � 2w. �° Symbol Description Sva Arrrh�Nade t°MA Batt Inw,lato,, Oro-060 3 lSiRAS (iii DISI '�F,°� � Eva ab.a�,w,,,.0p�7p October 6, 2006 Pl S.wdalawrBatMYmm. servant nw .�w an jRrosh Floor `o Tyo. v > — IP!/NO6 off. HL WI' c ��^^y V, 5,teror poor, R �A mwei UnL Nmm ML all Sell Llo� I, l/2" Ru.h Rve tPdeM1 L� —.A 01ANBt l[s 6ilem�14 Vg) A BLWOI 4c'D.U. R I' 1� h YI 8 dead Detail, 3' = 1'-0, PH 1,f-- ourd io Frame,Pent Gobr To Be DMmmrrd 'Project: 1-'^"`� IY? lia � t _..... ._........ FL.h Metal Door ^ i DGoowroo z 3'-0' 5 8 Z� �;}`' I 1, PH Wrap Around PH Wrap Around Type R4•Intesor Door ,� jPart 6h� tid frame, Pant FramE. Pdmf _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A0.4 �1�, y. 2 Head Detail, 3' = I'-O" 3 Jamb Detail, 3' �J Door ]=leVdtlO�l. NT�J �o Llf� jdf `{ L� ��d0 % -" . _ •^-"'Anthony Csattlnerl na wgt.;P'wne [ 142 Canal Street Gob,T5D Salem, Mas chsetts 2J Vanee 1,7 T>ype 7 rx CCternr Door "✓- d Door Elevation. NTS Secon Floor Plan Floor Schedule UNC u>v Door Schedule Roof Bel"" ® mss SF. sa" F. .Details K7� ufr,.ded Ry Life Safety Plan �^ Prime t ParR .Ne: As Noted u " ' 4 . Po1.1) DOLT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ bael.nt Typ. 1 Seconol door Plan, 1/8" = i'-o" - - - _ _ _ e Jamb Detail, 3' = l-0' 06-06D (sia6 Co S<al Fdi 0 ABc Awtd>ne I / LIFE 6AFET r' NOTES / / / //// // Ana Mebr nn�a // r Fre P otection and Hectir� Contractor54,a van r e sBe w +�a ohd ties CikU�Blo'ck: Fr�Exetrg conidtiore Work and'Coordnmcn Req.,ad ILkh the Ixd 2. The Fra protection arca Eectnca CorrtraoorEnd obtm and Pajfor AFeM Lreree,Perwt-,and Irgxcton Regaed Draunr�ae Lbagaimetc Crit'-Exact Looatiore,Mwntmg of I' Devres and Fatires Shall be Fwid Coordrwled wth the Czenera Corbra� li Gontraetor SFielf Remove °otu:BhO'R�ova rbP 4. Tns fie Rote�bon and E�t+ral Con,,der End Fumh ad real m YMlerfd Aoxaae 6hk vlrola7 deau)lad'Sgk �la• PWCg Qe ExeUne Duet work Bath ,^ / Nay m Hbke 1fc!ve RnlerJrm Wok TmIc1 ed for �° 5. All Fre Protection Work Shay L e rAccorcbnce wth the M�He Cacb / Conrado swY ReBmva Emh g, / And cny or sada s Dove ny eg Ao ease H.H. Morant & Co, Inc. Rare WAR u aY AnY Doo x:��R / S. contractor 5hal C.onsnn All Room confWat cr,Aterartontt wth tti•Cn J ArchTtecta Gores And Aral Rn All fog g cams / / _ / /// / //' Contractor Holes And Around All Pgoes As / / YM1vactor/Sln'ell,lrvythll AJau R p, ,g°x MBS amt 6' OD.Steel Ballard, Required w/ 2 Layers 5/5' Gypsum % VJ ng Pti reFal/Gelb veM j WUL+e6w° RR�I w/ -. _ k.:Yn-. Fm.ecaetczl Z'awk,,,cl. � , % An�d,LIWAC clwork/A�siRe 'et , // e�eam.Mu hwew B 9 etm o' Ga�. PakTypa oU7 - - - - - - , �. Step.Beyond Pavement 4-5354 Con rector Shay Fill Two (2) (978)74HI61 (978)q�-9161 Fax Ex,. nq vent ,pearrrr� voile p 13 G -- 5oi.-A &h.CMU Block or aeYt° Maaonry Bnck To Obtam e Gonvetor 1 Hr. Mn. Ratmg Wall Extsur,egShnalgl R a^ Assembly' 5obd witOhpCMU blo .b °o• Contractor Shall R ExoUrq Wall 2 ' ;; 6'Below Farah at openings Arid Arourd AIIApes As Contractor Shell Remove _ bdevak 1 Pavementetna lc��Skil Pbe Emtrig nq f _ ry' Tgpoal 1R N� "Ixt W/ 2Fre Rat�.ed GaWwngOr m, Nol Waley Tak t Ra+s1g Hol 111sIc griduRll Ew�nig oPa^n9 I N GMUMasonry Bnck. kO1" 5obd Wrth GM Bbck. I e +/m°d/�x// Concrete FooL^g Contractor Ahall Ra rove I 4'-p• K/x0� EwsUrr��q 5wds 4 Frame And RE Exmttng Opening I pc 3t'+. 5obd IlAth CMU Block. I October 7 I 2 Bollard Detail, 3/4" Note ExeUng Sprinkler System L � 10 Be Modfied As Requred �® ®Y06/06 orfce -L ORce NIL Tgoical..tenor slab — UJ .S x 2.to slab ,Ah b x b =� W 2.9x2.9 Gla reAh I l/2' r from top. 6 _ 3/4'Dwa I raiw4' Mm I' C�oroyragcror ohm Imrw•e UNIT A - - p,yNG B 452 IOl-A xa pfojbae - r D erwge rm/ 142 Canal Street m � 6. . Fourdation wen eewrectarsnmfdwu,e ' Imes awe 04,7-0'L t need e'a grouted s 24' os. into exmtmg waYe_ 3 Exterior 51ab Detail, 3/4' e ArdhoN Sveetry mbol Ce npto - 58�Ma ac1h"' Optional W bn 5rjege ata rimaatpL�rox� uawratwuaa n w lm bdtls! ° + ® a r sees Pw fxat,on 4'p• Neu Ee�macy Ewt Lug/Gut , 5g�GoonE�e g Nau 5q,m Mbrn✓o lace lught urrt- - Contractor Shall Remove { 'A' ® ra P�To eo o° o„e wood B ocw w] Und Floor Plan ® y tad N.5e0ks Detectorg w �� Bollard ab Detail Exmtm •Modme' Hleatan Above Cm H®Kw 6xlS a c o.+1or �W, :.: d ExieS2fetu Legend E�etncalRoom r��,.`w. � LlfeeSafetu Notes LL, Abe Control Pad.5e Located At Rout OF HAdngTo MenFx'e Abm Sumem��Depe'tgenGfe Saf et Le end, net. COMracto Aha" Remove n Ext xg CM Well And MA. A3 Ewsunnqq Wxdow 4 Frame e ° New Door And Frame, Mason Shall And R8 Existing Opening — 5'4J' Conr m Lxrtel 5¢a Pnor To InstaWtton - Sold Wth CM E'.lock.` � - nUnit " 4" floor Plan 1/4° —1l SC/n - p6 06m raio6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ .. _ _ _51� _. _ _ _ _CalrecW Shfl Mmfrptle . AM Test Etrg CFae. El . 3-4 UNIT/ 7 ——————— Tip con ac a snm Ra ro a I H.H. Morant & Co, Inc. Brazuse'imang / i / / ��,, � Architects Ad!Rcparr. / No 2- uNrr '- — ��.'d'� �/ en.62 *us A i LaNs-Yn ah>1 Gnlm wfh Ov¢ ABAIJtO r331 Cw�WrOc1ttw: C / h�T AIX 144Arei 6 acks sxlem.WmaEmw 11197151119715Contr ®actor Shall Fit L———— mg (978)744-5354 / 596IPth�CI"IU�lock. i j/ Ganrclar 5hq bvest e� / (976)710-9161 Fax r/ O s 2 / And Tmt Emmy Ram. / oemmm j /i ��DGSOoueWryaAOx7bhr+CraTdVtmaemRtxagxmenpemE.ry.vgawi vAc 1- � CUNIT CxShan FII Alalam thMiml- 14r. alalkmgn5&Aam 544 S P. At Demslrig Walls. � � / 10}F 6'4 Oea B''-19 3/4' _ ConVaeto Wood F DertioY i r.t xmtQ Ewsvng Wood Frame / ® ® Parwon Walls / GonKractor Shall Remove //// j r os 0(0-0&0 Exewng Door Ard Install / 4f (JFTa U New OuDoor. November W, 20m6 (bee Dooroor Schedule) / Iiw1e+u!Yxely / / / Na xm xwiw Br: u ontractor SFT Rl / r_ EwsvnOpeimng void 3 :s /. / 6ohqd h cnu block. / /r" —®ZWM lepra ft 24 as� 4824 S.F. Eele+ar Ab teener At Ovvlead Door lieloeve Project 1 Unit "8" Floor Plan, 1/4" - 1'-0" 4 Unit "F" Floor Flan, Cana teat w 1r a L'ef�L 36•Dop(M.mm1W§�Ne t Sxdc Partition Schedule 66% �' nax. u h Suik Hountod3 ' Nigh Max. Materials Descr tion t ^ 9 - - AnthoGattlnen Paper rowel Extend 27 From Wall To Front Or hark 142 Canal 5¢eet Depe ear Naw 7x4' FY,oreecent luahtmg turas w/ Knee Cleerarrc n�n Wood Bwrb or ratal ._ B' Elecironc Ballast, Cod NhTntees "Al hhn. Or 29' A.F.F. He T A9.lacs,T I W KA All Ewstmnte g Iror ParLtnn Wane Salem, M ach5ett5 �� Knee To Toe Clearance, MOr 30' _ _ et 6mt Wa0 Bo cl, '. 4 IF D"p q bases ttadp Both cele R $ 1{eu 5/8'Cvlpwm 1 Boed, + 2. hop Fa=ats 4 Equ;ment Saeu At Both Sep 30 x 48' Clear Sal'Gcxn Wa nw�. eca $$ A I Nr. NA T To�jryP To Beed Boor 5a _ _ 3. water cee�, rrr to arra �� 'SI411]S S. !; 1i111. 3WKW mom — - 4. 2 47 Grao iSm , VV4• Da. . Ds,dawrw.re•vs Unit 'Br Floor Plan P skate _ - _ W/1 V7 Knuckle Cieara 4Ye Pam+.Tip. Rooptdo Sde G ffi Ba Max. r From Co a � Unit T Floor Plan G - Back Grab Bar Mac 6' From Cornier ?laps 5/e' Olt Send 2 Nr. NA T•^"^�eenx-.PeuaVao rwd t (O.af't tlOnSC�ECCfLIIe (apn ri. " NCP Bath Plan �, 2 > _ t4eight a 33 70 36' AF.F. n 2 n i fia®A=Han 6rly 4' ° 5. �'r'�' J 'Sl0;iS1S� 7 if .11181 r" gs a 5wc6 HGP Notes 5. vertical Mcrae-Bottom Edge Og � 961 plvtl Nub n Yi'oc a - _ Railed Surrace No Wgher than 40' A FRF 6 I/8 ` nrab BNr.s..Ys Pou,Trp. As Noted Noted 6. hop Dcpr-naers(47 arr, Maxmium) 11 ,r u a'¢ � r✓e rype� Extenor Was IN'u an.ua x� 'Y 4roII�RSY 6rcM CwseLL 914 Towala ¢ h Fav Cu covet N (5m) Waste Depereer Voda IFes 5antary Napkm DnPOr Mlo—Orly) Y.ar¢Fom Ywarmn Pepe 47' 5a �� '� Olem ProeL Lrwrao"" • 47 Bar ExeLng GWB � � 8'�or limb BbdsMRegeecU 6'-4' ��,y.T 7 hep Toilet Paper Depeneer (24'arr) n c ..�Aarn Kamay {Nr. NA to Be��G epy Dcv Painim 2 4 NCP Plan 1/2" n Reflect. Cl Flan V2"� 3 ';rill;u l .lch �a�,,,m Ncp 4ecessorles � µyipµ, 06060 (5/06) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - , tor Georg Do DoSor MiA Arid Remove C Ewetsg H.H. Moraat & Co, Inc. Ramc — Tp And III Operrng Architects/ O3 Sold M BIOCk, TV P.O.Mo.905 321 Weehiagmu BLLeet � Belem.Neewahorota 0!970 - Caerrfar SMA Fore Temait Remote M Nex From Above OI'fex - eomew 0lm F'emre beema vas,neo r� Neo Lioo1 a frme (978) 744-5354 (978) 740-9161 Paz Comraetor 51 DemoLsh Exmtx�a Wood Rama _ �"�- Perbhon Welm G90 5.F. 9 Note - _ _ ] O 3 O actor Shall fill AA Penetret,one - Exatrnq UnderNde QLI Mnl- Hr.eaWkmy/Seaelmlt ¢ Deck TesN//orc�T/ /J� At Walls. Office 3 GWBv GmhS Oro—K/&O — 6marq IlMkrerls wrs m Dsrk /-2N February 14, 2001 p 03 N. mrm foie® B7; W(Y1F) Tye i �® 011dD/Hl Reletl Wel ML - i =® OYB/OI Ralm]LLlY/gtu ICY ' / tcmean2 fM fern ahh LWv � ' Re.eWmwi xtl Rebcmrn Q i h _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ll _ _ _ _ _ _ _ _ _ _ _ U- T C L ��p 2 i e lectlyis Gelling Plan, 1/4 Project:Ard O u 142 Canal Street 2583 5 . - . // N� /� Contractor Snail Fill All PerleUanoro / AAth &I Wak.kmg/5eaart q. - Anthory battrnen 42 Canal Street Salem, Massiachisetts ' fcetrg 41w tt Belwl 6',B) � Jft>Aoto, r/SF161I �� p( 4'.) � ptarq/Doon;Ard �}o�C�.- 1 / /LuicA'PdliF�uatiGq�OI?ernr�/ ` "®'p��• �6mLd/tldth/GM13 Bloc �/ t' gwdV cortrector Shell Remove Ematmy Door. ?�maLn9 MI aOFaerxiy And R910CBte EXatNigy / n ell FeW Doo And Remo. Gongorsaeor Rom �� Lavatory Unit 'G' i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FI or Plan weate a TaM _ Unit 'D' Floor Plan 12e?'L^_t_ GIS ;'Ian �;� '�� /// /� � �//� � T�artlLlOn �JC1'IEG�UIe - / 1 Mdierlai6 Description � � Remarks 6mrgBbodSNtlaLFFe� As Noted // A J Fre T"aa+a.ww,Tp. Mr No. Emw'g PBWpn loam / � � � 5mt�uoe�u,�eoad W spew um,eou,5de /� Sceu Medi Both 5� _ _ ___ _ _ _ _ _ _ _ of I W. NA' T��Me•W P� G ibi(U2 .11 I(1i1 1 Unit ll�ll llpll door Man, 1/4" = 1'-sa° ! A 5 <� P TV TO-- a Aheaaan _ - eat tNueeon 06-060 (5/06) - - - - - - - 2 TP TV 0 © C Tw. - C . . . . . . . ._. . . . . . . . . �-- TV ii H.H. Moranl t Co, Inc. [-rw +xe-s / / ' / riots F Architects: �� I Contractor Shat R0 All P- I aeaona UKh l Ifti- Hr. CaJkmy/9adan P.O.Bez 4465 AL Delmwng Walla. 9�ilvm Yru ahort0 /1970 (978) 744-5354 UNIT E �`a' (9773) 749-9161 Pax Nems FCxlaee TSP ce.wmuc /YS'15iSP.� UNIT G j "� Norih Shore ARC eeb auwr. /� �� G�or�rtrtor ShaA RII Au Permt.raUoro '/ � / �'P February 14, 2001 �� Wth MKF FF.Ceulkmg/Sealant �'i �, N. nn. R. or- / 8--4. AMO. — - i � TV /F uN B5.F. ao 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 42 a4. Unfit IMI Floor Plan I/ �( II = 11_�II - - - - - - - -I � - - - - - -I -1= Fl-II - - - - - - - - - - - - - - - - -1- - - - ; - l e l Unit oor Plan 1/4 = 1 -�_. s i d �y L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' Partltlon Schedule � �frz ,V, ,�,�a' ::=_ i•- _ _..d Materials Description �„B Remarks Anthony Gattlnen II IIS wood s mew Salem, Canal Street 6r,r�, Salem, Mas achsetts he T m,mrm,T 114r NA All Ew tmg hamar Part/ Wall$ Ewt CxNa®Ulat 13 ad. g 5amu tta:h Both Sde Nem B/B'Cclpaon Wel Boa'd, + Sonu At Bolh 5de 5/B'acwi ula Bma. I Nr. N4 TO d P To 11 e n2" bo®dtu]i 8oN 5Es To ' - L 1)I�I�S�I� 1{�l illi l�l &wpb sh k�'oa 4}S• P x ' Screen l9 � ^.Tw. Unit G' Floor Plan Unit 'E' Floor Plan II 9aum6�w bye sa*4 z I+. rIA Thy.of TO Hired Partition Schedule 3 f11MA 1S2( 145]{ Re Tgnm eu,Ty 3 5/9 Fmltl Eatl.d W oc 6 VH Oard SNress�t/3 Pafa hp. - erre ra see mtewon Hat Kwame As Noted 11411 i B'a v ravne abJ 3 fp Na T9Or�I Eztsnor Wall Info AwuK tet 5arad Cur ems limbs ' 4 PF�nUly rmo r�.va(m�am (SW � ar(tt Veb.111 ' ::_ C %wif Por belebon . _ n 5re'G16.9�mmliK6ai wy IHr- N4 ut G-.9.D—Pampa 6 �� --_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ - _ - - - 06 060 (5/06) 142 CANAL STREET 09-14 1 COMMONWEALTH OF MASSACHUSETTS 01�1 1 4 __ CITY OF SALEM kGI #: 403 Map: _ 33— - — — - [Block Loy_— 0006 - — SIGN PERMIT Permit: Sign - _ A Category: SIGN Permit# 09-14 PERMISSION IS HEREBY GRANTED TO: Project# JS-2014-000033 Est. Cost: $14,000.00 Contractor: License: Expires: ---_— " —F - --�VIEW POINT SIGN&AWNING ee Charged:$0.00 Balance Due:$.00 [Owner: 142 CANAL STREET REALTY,LLC, C/O ROSANO ASSOCIATES INC. #of Fixtures:- Applicant: VIEW POINT SIGN&AWNING _tgSafe# — -- TAT. 142 CANAL STREET eGroup ] [ConstClass ISSUED ON. 02-Jul-2013 AMENDED ON. EXPIRES ON. 02-Dec-2013 TO PERFORM THE FOLLOWING WORK: SIGN PERMIT AS APPROVED FOR(HONEY DEW DONUTS)jbh L THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: SIGN REC-2014-000034 02-Jul-13 x $0.00 GeoTMS®2013 Des Lauriers Municipal Solutions,Inc. `�phl. 3. 2013 �6: 36AM_ /y C 4 / 77- h4in-SyNo, 5469- /P. I,of HOMEL-1 OP ID: LC CERTIFICATE OF LIABILITY INSURANCE DATE 0MMIIID 3 Yl -�THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT OF,rWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed- If SUBROGATION IS WAIVED,subject to the tarns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate,holder In Ileu of such andorsaman s . PRODUCER CONTACT : Cross lnsurance•Rhode Island NAME PHONE FAX 855 Waterman Avenue ac NA: Providence RI 02914 E-MAIL Gary HeasUp ADDRESS: INSURERS AFFORDING COVERAGE NAICd INSURER A:Travelers Indemnity Company 26668 INSURED Homeland Builders,Inc. INSURER B: 465 Sykes Road INSURER C: Fall River,NIA 02720 INSURER D INSURERS: 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 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 TIDE OF ODL SUER P u POLC E P LTR POLICYNUMBER MIbD MMIDDTYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,00 X COMMERCIAL GENERAL LIAEILITY Y63V84MlI04COF13 01/09/13 01/01/14 pREMISEs Ea araulrance 5 100,00 CLAIMS-MADE O OCCUR MEDEXP A one enon S 51000 PERSONAL&ADV INJURY $ 1,000,000 GENERN-AGGREGATE S 10,000,000 GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPMP AGO S 2,060 0000 POLICY nPR LOC $ AUTOMOBILE LIAWUL aINED IN ELIMIT 1 Eastdaenl ,000,000 X ANY AUTO YA08102164X966COF13 01101/13 01/01114 BODILY INJURY(Pa peraonl S ALL OWNED SCHEDULED BODILY INJURY(Peracddem) S AUTOS AUTOS X MIRED gLJT05 X. NON-OWNED PROPERTY DAMAGE S AUTOS rpera=dano $ X UMBRELLA LIAR HOOCUR EACH OCCURRENCE 5 2,000,000 EXCESS LIAR CLAIMS-MADE YSMCUP216SX023TIL13 01/01/13 01101114 gGGREGATE $ DED I I RETENTIONS S WORKERS COMPENSATION X V.L STATU- TH- AND EMPLOYERS'LIABILITTTORY A ANY PROPRIETOR/PARTNEfirEXECUTIVE TIN YEU B56ZMO73A73 01(09/13 Otl01l14 ELEACHACCIDENT S 1.000.000 OFFICER,MEMBER EXCLuN" NIA (M vyandatorym NHl E.L.DISEASE-EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY UMIT & 1,000,000 DESCRIPTIONO-OPERATIONSILOCATIONSIVEHICLES (Aaach ACORD 101,AddilwAl Romans Scheme,Ir more ePnce la requUed) Location: Roney Dow Donuts i 138 Canal Street Salem, b1A 01970 Jyy C T i CERTIFICATE HOLDER CANCELLATION CITYOFS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Salem THE EXPIRATION W THDATE THE POLICREOF, NOTICE WILL BE DELIVERED IN 29 Fort Avenue Salem,MA 91970 AUTHORI2EO REPRESENTATIVE Gary Heasllp 01980.2010 ACORD CORPORATION. All rights reserved- ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD GrAU�1 itL� c�na71� T-Wm l Y P g*-,7 5MEAD No. mai UPC 10230 smead.aom • R1ade In USA Certificate Number: B-15-1010 Permit Number: B-15-1010 Commonwealth of Massachusetts City of Salem This is to Certify that the Auto Sales/S Building located at Building Type 142 CANAL STREET in the Ci o Salem •-------------- � f Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 142 CANAL STREET REVERE TANNING SALON TANNING SALON This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ------------Not Applicable unless sooner suspended or revoked. F;piration Date Issued On: Friday, December 04, 2015 C;orrumarlweafth ofi Massachusetts a 'City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy - Permit B-15-1010 � E R I TO B L FEE PAID: $7$726.00. a DATE ISSUED: 9/28/201.5 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC {yI has permission to erect,alter, or demolish a buildingw 142 CANAL STREET, - Map/Lot: 330006-0 •' - - :a ' as follows Renovation CO.NSTRUCTPARTITION WALLS AT TWO AREAS, BLUE BOARD, PLASTER & . ,INSTALL TWO (2)INTERIOR DOORS AT 138 CANALST TANNING SALON * Contractor Name: PHILLIP VERNACC46 ZZ, % DBA: . m r g. r q L 4 i. ' t F, Contractor License No: CS 072573 e 9/28/2015 t t « Building Official' Date This perms shall be deemed abandoned and invalid unless the work authorized by thisp@Tm1tu commenced within sa months after issuance:The Building Official may grant one or more.extensions not to exceed six months each upon written request. T a . 'r' r ,J' - F6.. S^- ,c ,Vr a ,. c v e �x w�, 4 ^cot } All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted - -. All construction;alterations and changes of use of any�building and structures shall be in compliance.with the local zoning byaaws end codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the _ work until the completion of the same `- P s r;0 a 36f, The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided ora this permit, ' ` t t ?_ �'' v3 at ti `6` et _ _ F� HIC#i' 129273 , .. Persons contractlng with unregistered contractors do not have access to the guaranty fund (asset forth in MGL c.142A) - - t �v uq . .H t . � Restrictions. s t x � r Building plans are to be available on site.' ; All Permit Cards are ther property of the PROPERTY OWNER. + d Certificate Number: 13-15-1010 Permit Number: B-15-1010 Commonwealth of Massachusetts City of Salem This is to Certify that the Auto SalesIS Building located at ---------------------------------------------------------------- Building Type 142 CANAL•STREET in the Ci o ---• Salem --- -- - Atltlress _ __________________ Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 142 CANAL STREET REVERE TANNING SALON TANNING SALON This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires _.__________Not Applicable unless sooner suspended or revoked. Expiration Date Issued On: Friday, December 04, 2015 r Oommonwealth,of'Massachusetts City of Salem P 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 •��nnw�n�" Return card to Building Division for Certificate of Occupancy Permit No. B-15-1010 FEE PAID: $726.00 P E RMIn I T T 0 B nun I LE) DATE ISSUED: 9/28/2015 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish abuilding _142 CANAL STREET Map/Lot: 330006-0 I. w as follows: Renovation CONSTRUCT.PARTITION WALLS AT TWO AREAS, BLUE BOARD, PLASTER & INSTALL TWO (2) INTERIOR DOORSATA38 CANAL ST,FOR TANNING SALON Contractor Name: PHILLIP VERNACCHIOe � = I-s DBA: Contractor License No: CS 072573 / t •` i '; 9/28/2015 s 3, Building Official p' Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within:six months after issuance.The Building Official may grant one or more extensions not to exceed six monthseachupon written request All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. �r b, The Certificate of Occupancy will not be issued until all.applicable signatures by the Building and Fire Officials are provided on this permit. HIO #: 129273 'Persons contracting with unregistered contractors do nothave access to the guaranty fund"(as set forth in MGL c142A). � tF Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts City of Salem J`^•i„��.�i,�F� 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW l Footing - - a INSPECTION RECORD ; Rc Foundation Framing ` I� --CO`s �i *ZTI11C91rt a)J� — Mechanical Insulation INSPECTION: By DATE Chimney/Smoke Chamber Fina ` .�� _ 9; lumbing/Gas Rough:Plumbing � i; Rough:Gas Final Electrical Service Rough -inal !/ W. Fire partment 'relimmary G 2ary 1Z 11-2epartment >a -3 �lJ Commonwealth of Massachusetts q Citv of Salem 120 Washington St,3rd Floor Salem,MA 61970(979)745-9595 x5641 Return card to Building Division for Certificate of Occupancy Permit B-15-1114 PERMIT T O BUILD FEE PAID:: $1$187.00 DATE ISSUED: 10/16/2015 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish a building 142 CANAL STREET Map/Lot: 330006-0 as follows: Other Building Permit INSTALLING 2 NEW A/C UNITS, REDOING SOME OLD DUCT WORK Contractor Name: A&A HVAC INC DBA: Contractor License No: 6979 10/16/2015 Building Official Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. HIC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts City of Salem lug , o r �rR 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT PERMIT TO BE POSTED IN THE WINDOW Excavation f!. Footing INSPECTION RECORD Foundation Framing Mechanical Insulation INSPECTION: BY DATE Chimney/Smoke Chamber Final l3 / P umbing/Gas Rough:Plumbing Rough:Gas Final Electrical Service Rough Final Fire Department Preliminary Final M) Health Department Preliminary Final u MtlMras for Napam,vhrmin9'ana Oe4d%blkaM%naro&iWYgs CONSTRUCTION CONTROL AFFIDAVIT Date: October 27,2011 Project Location: 142 Canal Street Scope of Project: Renovations to former Gauthier Building In accordance with Section 107.6.2 of the Massachusetts State Building Code, 780 CMR Eighth Edition: I, Daniel F.DiLullo,Massachusetts Registration Number 6033 being a registered Architect hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project:_ Architectural: X _ Structural: X_ Mechanical: Fire Protection:_ Electrical:_ Other(specify): for the above named project and that,to the best of my knowledge, such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the Building Permit and shall be responsible for the following as specified in Section 107.6.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction documents as submitted for the Building Pemtit and approval for the conformance to the design concept. 2. Review and approve of quality control procedures for all code-required controlled materials 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine in general if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,progress reports together with pertinent comments. Upon completion of the work I shall submit to the building official a final report and Affidavit as to the satisfactory completion and rea ' ess of the project for occupancy. Signature of Registered Professional: Subscribed and swom before me this 27th_day of October 2011 i' Notary Public &9t,�P My commission expires on _ 1411CA-NAL STREET 41.3-12 cTs rr 1403 __-,__I COMMONWEALTH OF MASSACHUSETTS nasi' -- - - -I CITY OF SALEM Block: S. I,Categoly --. �TENANTFIT-OUT , ..i _ do �pemit 1413 12 BUILDING PERMIT .Project# IIJS-2012-000940 Est Cost. S15 500.00 FeeChuged_ $181.00: LR:__.h � oo_ PERMISSIONIS HEREBY GRANTED TO: ancc Due:- ---- Const CMss: - Contractor: License: Expires -- —. ,Use Coup --__ _ I B F CONSTRUCTION CONSTRUCTIO SUPERVISOR-CS32801 Lot Svc---- €t.) 1,153331.2— ilOwner: 142 CANAL STREET REALTY, LLC,CIO ROSANO ASSOCIATES INC. Zolvns ._ 17 -- Units Ga —_ l y Applicant: B F CONSTRUCTION _ - —-- Unns Lost: �AT: 142 CANAL STREET DigSafe#:— _ -, ISSUED ON: 27-Oct-2011 AMENDED ON: \ EXPIRES ON: 27-D4ai-2012 TO PERFORM THE FOLLOWING WORK: Tenant Fit-Out POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: Service: Meter: Footings: Rough: Rough: Bough: Foundation: Final: Final: Final: Rough Frame Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter; Oil: Final: Rouse N Smokc: Treasury: Water: Alarm: Assessor Sewer. Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: ('heck No: A nouns: l4UlM"ATANTOWNER OR CONTRACTOR MUST: O51 27-Oct-11 - 4459 $181.00 ARRANGE FOR PERIODIC INSPECTIONS DURING CONSTRUCTION.SEE CURRENT BUILDING CODE CHAPTER 1 FOR LIST OF REQUlIED INSPECTIONS. CALL 978-619-5641 TO SCHEDULE AN INSPECTION GeoTMSOa 2011 Des Lauriers Municipal Solutions,Inc. Certificate No: 413-12 Building Permit No.: 413-12 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at ----------------------------------------------------- Dwelling Type 142 CANAL STREET in the CITY OF SALEM - -------------- - --------------- - --------------------- - ---------------- Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY (TEMPORARY OCCUPANCY FOR CAR RENTAL) This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires _Sunday Nov 27,20.11 - unless sooner suspended or revoked. Expiration Date Issued On: Thu Oct 27,2011 �Je'I - - r- - - ----------------- GeoTMS®2011 Des Lauriers Municipal Solutions,Inc. --------------------------------------------'-------------------------------- O V50VE AO CITY OF SALEM BUILDING PERMIT -r * f . I RIO a 7 7 N ti~. c� Q cC p N h III Ro ""7W �NL�W g rn � � X o F z W R, N o I 'I 0 0 � N ° z ° 4- 0 � C Li i L L11 _ I 1 I If h ; a drawing title: project: revisions: y� yt 1 revised per 03-10-09 site meeting 03-11-09 D i L U L LO ASSOCIATES I N C c > Existing / Demo Plans Commercial cial BUIldi y��g `ARCHITECTS . -- PLANNERS 142 CANAL STREET Facade Up91 ades 16 CRYSTAL ST, MELROSE, MASSACHUSETTS 02176 Salem Massachusetts tel: (781) 662-3498 fax: (781) 662-8389 drawn: jpl scale: 3/32"=1'-0" date: 3/23/09 Z rn 00 V) M — Z ^ CD I '^ O c(D V / 1 U i W � ^ Go t M n 8 U in O ® � 1= + 0 V / N � 1 0 Elevation ; Q W Co Key M N 10 J 4n < �° Loading Dock J F r = U v . 2 Existing Elevation AD AD J a 3 Install new metal panel fascia system & roof edge trim to match adjacent Family Dollar building, Move all electric & gas remove existing windows; m utilities to facilitate installation. o patch arca; provide header for new 10 —4" 110•-4" 29'-2" 4xBinch s Aper storefront (typical) j w own M spout O Ocanopy over oor II � rn c Flo0 ® ® extend •n extend d- masonry m masonry I I // �� ❑❑❑ co i� I openings opening for new o �F storefront N storefront N N and doors M sill height o I. typical equal equal equal equal S-4" equal equal equal equal ` replace steel door a w/ aluminum storefront v � m //2 \ Proposed Elevation Nate: ` Verify all dimensions o in field m 2nd floor beyond . .� WL LLIL E V 0 �� ❑�� V E O l � v sExisting ElevationBe and m CIL 'I 3Existin g evation El m 0 I ^ M 29'-6" 45'-5" Install new metal panel fascia system & X �j cn roof edge trim to match adjacent Family =' M Dollar building, Move all electric & gas o Install new metal panel fascia system & utilities to facilitate installations. O o roof edge trim to match adjacent Family 33'-6" �� • o Dollar building, Move all electric & gas 77 —4 •� utilities to foci state installation. V o an p ver doo canopy over d or ii z 00 RETAIL RETAIL HAIR 'n THERE RETAIL 0)(Dr \ c nopy over d or m O RETAIL A / new storefront — ao cut into HE existing ❑ LE/// — II I jy. masonry L � X � N wall v v ` f . ■ O I _Hv W -a J RE—ROUTE GAS LINES equal Y-4" equal ??????? s_a• 10'-4.. £t Proposed Elevation i' 1 \ Proposed Elevation Beyond " i p y him� dwg no: M D-300's Hundivided area: (f) 6530 +/- s.f. z G) M D-100 r FT1168 +/- s.f. N D-220 O864 +/- s.f. Sprinkler/ Flre Aiarm D-110 O 1090 +/- s.f. D-200 C 1888 +/- s.f. —� D-210 3s-5 1700 +/- — s.f. D-230 D-120 1400 +/- s.f. 1243 +/- s.f. D-240 1525 +/- s.f. DWN TO BASEMENT 26—4" w V I� J D-130 1612 1 /- s.f. D-250 5580 +/- s.f. 0 c1 F I 13•_6" 16•_4" 24'_2^ 68'-1+J" 12'-2"" D-310 w w D-300 26'-1" 2415 +/- s.f. w r w 3715 +/- s.f. I O24'-10" 13'-10" ° ° M 1 new corridor I 36'-5" D 37 D-220 N r N 842 +/- s.f. r Sprinkler/ 25'-9* Ili OFlre Alam Z O 64'-6" D 70 I �• D-120 w w 4916 +/- s.f. w 36'-5- D-210 175 +/ O 17'-3" sf D-230 44._4. z C: 1394 +/- s.f. Ow 22._6" I D-240 L=E1, T Electric Roan !. new corridor o 1525 +/— s.f. - 1 new storefront O23'-1" a existing 26 4" a � � v restroom w D-245 C-) 480 +/- s.f. °� O ° new common ° z D-130 Cn 1596 /- s.f. corridor D-245 V95 +/- s.f. � 5T-10" ^C O u' I D-250 4120 +/- s.f. e b ' e q e C— III c z � • m tia a drawing title: project: revisions: PROPOSED RETAIL DiLULLO ASSOCIATES INC . 4 Existing ARCHITECTS PLANNERS { Proposed Plans 142 CANAL STREET 16 CRYSTAL ST, MELROSE, MASSACHUSETTS 02176 Salem Massachusetts tel: (781) 662-3498 fax: (781) 662-8389 drawn: jpl scale: NO SCALE date: 6/23/09 4 Z N V M Z ^ a0 QZQ I N J p IL (o W y ^ Q N _ 2 X e U O (n- _ V) W Elevation (/) o Key 1 Q W CO N O V) N "__I < `° Loading Dock J -� 2 v AExisting Elevation —� a ID remove existing windows; patch area; remove existing o.h. door; 4,2 inch provide header for new patch area; w/�'"" storefront (typical) provide header for new 10'-4" 10'-4" storefront (typical) 70 extend °a ao _ extend �/ �/ �/ �/ / �/ E / -masonry masonry I �I �/ �i ^ openings opening4 :i- �'tt�t--- for new storefront a storefront a a and doors sill height I typical equal equal equal equal 3'-4" equal equal equal equal replace steel door w/ aluminum storefront Proposed Elevation Note: Verify all dimensions in field ; i I J 2nd floor beyond H r 4— Lij y -- 1- s ® z - ¢ in -- - Z -- O NCL N Existing v /' 1 \ Existing ElevationBeyond 0 S g Elevation o% 29'-6" 3'-42" M ON 10 o 77'-4" 0 o 00 nN11j W 00 �/ LEL v� ' o [KIM "� new ® ^ storefront O / - cut into �. •� existing El masonry � r, a /r v � /� wall o e 3 W CL 3 N O O RE—ROUTE GAS LINES equal 3'-4" equal ??????? 10'-4" PRLIMINARY - NOT FOR CONSTRUCTION Proposed Elevation 1 Proposed Elevation Beyond A02 dwg no: Ii i IICONSTRUCTION CONTROL AFFIDAVIT. PROJECT NUMBER:. y5–,AI DATE PROJECT TITLE: QYarN 5 PROJECT LOCATION: 0161'10 NAME OF BUILDING: SCOPE OF PROJECT: trot 0n- L W A,e-.OA.✓ 11 IN ACC RDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, 1 �"� V-• U'(ZI3.AAJ ,MASS.REGISTRATION NUMBER BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECY HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING:. ENTIRE PROJECT X ARCHITECTURAL// STRUCTURAL NO MECHANICAL FIRE PROTECTION)— ELECTRICAL x OTHER L FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWELDGE, SUCH PLANS, COMPUTATIONS,AND SPECOFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGUALAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PRECEEDING IN ACCORDANCE WITH THE DOCUMENT APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2- 1. Review of the shop drawings,samples and other submittals of the contractor as required by the construction contract - documents as submitted for building permit and approval for conformance to the design concept. 2. Review and approve of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PERSUANT TO SECTION 116.3,1 SHALL SUBMIT A PROGRESS REPORT TOGETHER WITH PERTINENT _ COMMENTS TO THE INSPECTION SERVICES DEPARTMENT. UPON A COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. eeeeeeeeeuua�ye ` ��. Q. U..... �,, 'L A',`,��;:2�� ••• Signature :Z SUB SC L n pE�Ni2'��WOR t'(ZTBEFORE ME THIS _DAY OF A/� MY COMMISION EXPIRES ON / NOT PUBL File: FORMS-CONSTRUCTION CONTROL AFFIDAVIT 4 6 98 142 CANAL STREET 533-09 .GIS #: 403 COMMONWEALTH OF MASSACHUSETTS Map ----- 33 Bock: _ _ – CITY OF SALEM Lot: 0006 _ Category: New Building----_ Pemut# 533-09 BUILDING PERMIT .Project# JS-2009-000953_ Est. Cost: $5.35,000.00_ _ Fee Charged: '$5,655.00 —_-_ Balance Due: $.00 PERMISSION IS HEREBY GRANTED TO: ;Const.Class: Contractor: License: Expires :Use Group: ;Peter Varone CONSTRUCTIO SUPERVISOR-97667 ILot Size(sti. ft.): 153331.2- _ Owner: Snake Bite Realty LLC iZoning: I Units Gained: _ __ Applicant: Peter Varone ,Units Lost: _ !AT: 142 CANAL STREET Dig Safe#__ ISSUED ON: 22-Jan-2009 AMENDED ON: EXPIRES ON: 22-Jun-2009 TO PERFORM THE FOLLOWING WORK: ERECT METAL BUILDING(BUILDING ONLY)FOUNDATION PERMIT#427-09 jhb P ST THIS CARD SO 1T IS VISIBLE FROM THE STREET Electric A Gas Plumbing Building Underground3- )./4oderground:etc G Underground: Excavation: W/ Service: -J,, -, 6 \ ,�, Footings: Rough: cI le i.119 Foundation: Final: Final:.;r ('J✓*i1Z — Rough Frame: mFireplace/Chin nev: D.P.W. Fire Health Insulation: Meter: Oil: Final: House# Smoke: Water: Alarm: Assessor Treasury: Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPONVIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signator C. Fee Type: Receipt No: Date Paid: Check No: Amount: ry m Hour. REC-2009-001097 22-Jan-09 2612 S5.655 00 X —^iy+wrav � .� 74&M5 UL �II It Permit t� ��-��-/ 1—� L /WiYem for Wap 'f• .W' antl o afPaaka Boa INSPECTION AFFIDA VIT To: City of Salem From: DiLullo Associates, Inc 16 Crystal Street Melrose, MA 02176 Date: July 30,2009 " Re: 142 Canal Street Project: New Family Dollar Store In accordance with Section 116.0 of the Massachusetts State Building Code I,Daniel F.DiLullo, Massachusetts Registration Number 6033 being a registered Architect hereby certify that I have reviewed the construction at intervals during construction: Entire Project:_ Architectural_X_ Structural_ Mechanical Fire Protection_ Electrical_ Other(specify) and that,to the best of my knowledge,the project has been constructed in compliance with the contract documents and the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the project. NO,W33 fail a ffPAfi08fi signs re 91F OP t►"" UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Report Date 12/10/2008 Report No. 2 Job Number 12398 Project Retail Bldg. , 142 Canal Street, Salem,MA Attachment r Of munchasetts Inc. "Tho tonrifactlon Testing People" FIELD REPORT PROJECT: Proposed Retail PROJECT NO: 12398 142 Canal Street LOCATION: Salem,MA WEATHER: Rain,60° DATE: December 10,2008 CONTRACTOR: PURPOSE: A site visit was made to the project to review the foundation subgrade conditions. The project includes a new retail plaza. UTS completed a Geotechnical Report dated November 2008. This report identified about =1-7 ft of undocumented Fill towards the front of the new building.The Fill is noted to consist of a dark brown,Sand with gravel.Minor amounts of concrete, wood,rubble,slag and other matter are embedded in the Fill. Stratified Sand should be encountered in most of the building pad. At the time of this visit,the Contractor had completed some rough building excavation towards the front of the building(see Field Sketch). Deep,undocumented Fill was encountered to depths of=6- 7 ft. Concrete rubble,foundations and other matter are also embedded in the fill. For the most part, the Fill consists of a black to dark brown Sand with trace cinders,clinkers,rubble,gravel,slag and other matter. We understand that a former lumber building once occupied this section of the site. The undocumented Fill is likely associated with this building. Shallow test pits to the rear indicate the stratified Sand at shallow depths. The undocumented Fill is not considered suitable for structural support. The Fill shall be removed from the Footing Zone of Influence and be replaced with a compacted Structural Fill per the Geotechnical Report. It is expected that the cleaner,granular Fill(Sand with clinkers,rubble,etc) may remain below the floor slab sections of the building if generally granular and densified with a vibratory roller. There was some unsuitable fill with embedded wood,shingles and other matter towards the NE section of the excavation. This unsuitable Fill should not be re-used within or around the building. The Site Contractor has segregated the fill in this respect. A Staff Engineer from UTS should be scheduled to review the subgrade preparation. UTS of Ma husetts,Inc. Kevin M.Martin,P.E. Geotechnical Engineer kmm45/uts08/121008.rpt 9 fllchardson Lana,SWmhon, Maaacl usalts 02180 •(781) 438-7795 Fac(781) 43"216 WWORG: httP://WWW-Gtsofmass.eon • 8na11 address: ganeralofflca@atsofiness.con UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Report Date 12/10/2008 . Report No. 2 Job Number 12398 Project Retail Bldg. , 142 Canal Street, Salem,MA Attachment D M h 30 b 3a a H N r n Dy n'1 n 1 2 y y m l{/1 N D r 31 1 N n o Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755 (Voice) 781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 c-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 1 CUBIC YARDS: 38 SET 1 LOCATION: Wall, column line 3 at A Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 D577 4 x 8 12.56 Good 12/29/2008 01/05/2009 7 25,000 1,990 2 Truck No. 303 D578 4 x 8 12.56 Good 12/29/2008 01/12/2009 14 Ticket No. 7390 D579 4 x 8 12.56 Good 12/29/2008 01/26/2009 28 Time 1:00 D580 4 x a 12.56 Good 12/29/2008 01/26/2009 28 D581 9 x 8 12.56 cool 12/29/2008 01/26/2009 za Air Unit Wt lbs/cu ft Content(a/e GENERAL REMARKS: ` 1% non-chloride SAME DAY CALL IN Inspector Premium - Travel Name - Time Hours Time B. Crabtree No Imin Day 1 1 Hr(s) REVIEWED BY: Robert S. Granada �] FRACTURE TYPES X X R a Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similarto Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from _ Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento Cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT Total Pour: Wall, column line F at 6-A, A, 1 at A-C Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer ❑ Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: O0f Massachusetts 'The Construction Testing People' r Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 20 . -5 SET 1LOCATION: Wall column line G at 5 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 32 No. (in.) ,,.. (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 57 D942 4 x 8 12.56 Good 12/31/2008 01/07/2009 7 22,000 1,750 1 Truck No. 301 D943 4 x 8 12.56 Good 12/31/2008 01/14/2009 19 Ticket No. 13091 D944 4 x 8 12.56 Good 12/31/2008 01/28/2009 28 Time 10:00 D995 9 x 8 12.56 Good 12/31/2008 01/28/2009 28 Unit Wt lbs/cu ft D946 4 x 8 12.56 Good 12/31/2008 01/28/2009 28 Air Content(% GENERAL REMARKS: * 1% Non Chloride Inspector Premium Travel Name ,_'-- Time Hours s p,. Time _. B. Crabtree No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES X X Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-fonned Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mml of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Typal Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755 (Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, ReportNo. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento Cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT Total Pour: Wall column line F-G at 6; 6-1 at G and G-C at 1 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: U Curing Box ® Thermal Blanket Hay/Straw ❑ Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: O0f Massachusetts 'The Construction Testing People' ° Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781.438-6216 (Fax) Reinforcing Steel Report Report Date 12/29/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 192 Canal Street, Salem,M Salem, MA 01970 Contractor CONTACT: Peter Varone TIME OF INSPECTION: 12 : 00 PM TIME OF CONCRETE PLACEMENT: 12 : 30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: DATED: SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES NO AREA REVIEWED: Wall, column line 6 at A-F, 1 at A-C ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale, mud, dirt,oil,etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ❑X The details in the above described area(s)were complete at the time of this inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: The wall had two 46's running horizontal inside wall. Inspector Premium Travel Name Time Hours Time B. Crabtree No Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781438-6216 (Fax) Reinforcing Steel Report Report Date 12/29/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor REVIEWED BY: William P. Crabtree �Q Wp v Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Di Lullo Associates, Inc. Dan DiLU110 Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438.6216(Fax) Reinforcing Steel Report Report Date 12/31/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor CONTACT: Peter Varone TIME OF INSPECTION: 8 : 00 AM TIME OF CONCRETE PLACEMENT: 10 : 00 AM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: DATED: SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES NO AREA REVIEWED: Wall, column line 6 at F-G, G at 1-6, 1 at C-G ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale, mud, dirt, oil,etc.not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ❑X The details in the above described area(s)were complete at the time of this inspection. QX The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: The wall had two 46's running horizontal inside wall. Inspector �. , =;:pPremium Travel Name - .ti. q Time Hours Time B. Crabtree No O0f Massachusetts 'The Construction Testing People' ° Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice) 781-438-6216(Fax) Reinforcing Steel Report Report Date 12/31/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor REVIEWED BY: William P. Crabtree 41 v Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: DiLullo Associates, Inc. Dan Di Lullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice) 781-438-6216 (Fax) Geotechnical Report Report Date 12/10/2008 Report No. 2 Thomas McGrath, Job Number 12398 City of Salem, Building Dept. 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor WEATHER: TIME: CONTACT: SUMMARY: Enclosed you will find the document prepared by our Geotechnical Department on 12-10-08 for the above referenced project. GENERAL REMARKS: Inspector _ Premium., Travel Name Time Hours Time - K. Martin, P.E. 438208 No REVIEWED BY: Chuck Fraser ^ Our reports are available in PDF form via email. Please email us at reports@utsofmas/s.cofm�for more information. cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE O0f Massachusetts 'The Construction Testing People' ° Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755 (Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing column line G at 4-5 -=. Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 30 No. (in.) (sq.in.) Condition Cast Tested Days -+ (lbs.) (psi.) - Type- Conc Temp(F) 60 D160 4 x 8 12.56 Good 12/19/2008 12/26/2008 7 30,000 2,390 2 Truck No. 306 D161 4 x 8 12.56 Good 12/19/2008 01/02/2009 14 43,000 3,420 4 Ticket No. 12966 D162 4 x 8 12.56 Good 12/19/2008 01/16/2009 28 50,000 3,980 1 Time 12:19 D163 4 x 8 12.56 Good 12/19/2008 01/16/2009 28 49,000 3,900 1 Unit Wt Ibslcu ft D164 4 x 8 1 12.561 Good 12/19/2008 01/16/2009 28 50,500 4,020 3 Air Content(o/a) GENERAL REMARKS: SAME DAY CALL IN Inspector _ Premium.::- Travel Name Time Hours Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada �y FRACTURE TYPES �(�(L9'! X X R i - Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755 (Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane,Stoneham, MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Salem, Building Dept. Report No. 1 City of Salem, Thomas McGrath, Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT Total Pour: Footing column line G at 4-5 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: El Curing Box Thermal Blanket Hay/Straw Trailer ® Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4 — 5 Number of slumps out of specification reported to If rejected Approved by Remarks: O0f Massachusetts 'The Construction Testing People' r Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 John O'Connell, PE Report No. 1 CES Job Number 12398 12 Pleasant Street Project Retail Bldg., 142 Canal Street, Salem,MA Newburyport, MA 01950 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing column line G at 4-5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 30 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 60 D160 4 x 8 12.56 Good 12/19/2006 12/26/2008 7 30,000 2,390 2 Truck No. 306 D161 4 x 8 12.56 Good 12/19/2008 01/02/2009 14 43,000 3,420 4 Ticket No. 12966 D162 4 x 8 12.56 Good 12/19/2008 01/16/2009 28 50,000 3,980 1 Time 12:19 D163 4 x 8 12.56 Good 12/19/2008 01/16/2009 28 49,000 3,900 1 D164 4 x 8 12.56 Good 12/19/2008 01/16/2009 28 50,500 4,020 3 Unit W[IbS/CU fT Air Content(%) GENERAL REMARKS: SAME DAY CALL IN Inspector - Premium Travel Name Time Hours - Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES X X R a - Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed lhrought caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 John O'Connell, PE ReportNo. 1 CES Job Number 12398 12 Pleasant Street Project Retail Bldg., 142 Canal Street, Salem,MA Newburyport, MA 01950 Contractor Concrete Co. Benevento CC: DiLullo Associates, Inc. Dan Di Lullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM City of Salem, Building Dept. Thomas McGrath, Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 John O'Connell, PE Report No. 1 CES Job Number 12398 12 Pleasant Street Project Retail Bldg. , 142 Canal Street, Salem,MA Newburyport, MA 01950 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT Total Pour: Footing co!Lmn line G at 4-5 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer ® Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4 — 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete CO. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 c-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTSDONE ACCORDINGTOASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 20 . 5 SET 1 LOCATION: Wall column line G at 5 Total Unit - Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 32 No. (in.) (sq.in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 57 D942 4 x a 12.56 Good 12/31/2008 01/07/2009 7 22,000 1,750 1 Truck No. 301 D943 4 x 8 12.56 Good 12/31/2008 01/14/2009 14 30,000 2,390 2 Ticket NO. 13041 D944 4 x 8 12.56 Good 12/31/2008 01/28/2009 28 Time 10:00 0995 9 x 8 12.56 Good 12/31/2008 01/26/2009 28 Unit Wt lbs/cu h D996 9 x 8 12.56 Good 12/31/2008 101/28/2009 28 Air Content(% GENERAL REMARKS: * 1% Non Chloride Inspector - Premium Travel Name Time Hours Time B. Crabtree No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada l G LY FRACTURE TYPES X X R a - - Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mmj of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Typal Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398Retail Bldg.,120 Washington Street Project g., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Vaione, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755 (Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT 'Total Pour: wall column line F-G at 6; 6-1 at G and G-C at 1 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4 (+/—) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: 10 Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT Total Pour: Footing column line G at 4-5 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: 0 Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: O0f Massachusetts 'The Construction Testing People' r -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASSCONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing column line G at 4-5 - Total Unit. Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 30 No. (in.) (sq.in.) Condition Cast Tested Days (Ibs.) (psi.) Type- Conc Temp(F) 60 D160 4 x 8 12.56 Good 12/19/2006 12/26/2008 7 30,000 2,390 2 Truck No. 306 D161 4 x 8 12.56 Good 12/19/2008 01/02/2009 14 43,000 3,420 4 Ticket No. 12966 D162 4 x 8 _ 12.56 Good 12/19/2008 01/16/2009 28 0163•-„ 9 x 8 12.56 Good 12/19Time 12:19/2008 01/16/2009 28 " -' "�`' D164 4 x s' 12.56 cooa izii9i40oe i 01/16'i2o69281 .,..,4_Unit Wt IbS/cu ft,- _ Air Content(%). GENERAL REMARKS: SAME DAY CALL 1N -- InspectorPremium - - - Travel Name Time Hours - _ Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES �iC��11Y'_^— XX e L :, Type 1 Type 2. Type 3 Type 4 Type5 Type 6 Reasonably well-formed -- .•'.Well-formed cone on . . .Columnervertical Diagonal fracture_ Side fractures at top Similar to Type cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of '-"^less'than tin: - -running-through caps;—� bothendslno through ends;tap, .^,_. _commonly with .,t n;tl t cylinder l§'"""" r7 1 8 t r tc c I : E0 ( I [25mml of cracking -- no wellEefinetl cone I T 'nded caps) pointed --'--' 2p � ooc, -� well fomled cones wrth.hammerto _ ._ _unbo t r throught caps on other end r� N r ` .�� tlrsbnguis�h from _ r `--- - Typei Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento CC: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT Total Pour: Footing column line G at 4-5 Method of Placement: ❑Pump In Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) q - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: r- Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 12/30/2008 Report No. 2 Thomas McGrath, Job Number 12398 City of Salem, Building Dept. 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,MA Salem, MA 01970 Contractor WEATHER: TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 12/29/08 to the lab for testing. GENERAL REMARKS: Inspector PremiumT ravel Name time Hours Time D. Lent No REVIEWED BY: William P. Crabtree �v Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: DiLullo Associates, Inc. Dan Di Lullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE ° Of Massachusetts 'The Construction Testing People -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781.438-6216 (Fax) Concrete Field Report Report Date 12/22/2008 Report No. 1 Thomas McGrath, Job Number 12398 City of Salem, Building Dept. 120 Washington Street Project Retail Bldg. , 192 Canal Street, Salem,M Salem, MA 01970 Contractor WEATHER: TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 12/19/08 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No REVIEWED BY: William P. Crabtree �v Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: DiLullo Associates, Inc. Dan Di Lullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PC yi Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing column line G at 4-5 Total Unit Slump(in.) 4 1/2 Lab. Size Area Date Date Age Load Load Fracture Air Temp. (F.) 30 No. (i n.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 60 D160 4 x 8 12.56 Good 12/19/2008 12/26/2008 7 30,000 2,390 2 Truck No. 306 D161 4 x 8 12.56 Good 12/19/2008 01/02/2009 14 Ticket No. 12966 D162 9 x 8 12.56 Good 12/19/2008 01/16/2009 28 D163 " ' '4!4"-8 12.56 Good!" '12719/2008 01/16/2009 28 Time 12:19 D169 ° '9 z"6"" 12.56 Good 12%19/2008 oih6/zooe 28 UnitWtlbs/cu ft „ Air Content(^/o),, GENERAL REMARKS: SAME DAY CALL 1N Inspector - Premium Travel Name - Time Hours Time P. Treska No Imin Day 1 Hr(s). t REVIEWED BY: Robert S. Granada �} FRACTURE TYPES XX Type 1 Type 2 Type 3 Type 4 Type5 Type 6 YReasonably well-fo'-'_me ,n Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur ,. but endof less than t,in. . _ . ___running.through.caps,- - --- both ends,no-- through ends;tap '- '-'- commonly with cylinder is r�- 125 mm]of cracking _ nowell,-defined cone '_ ,.-well-fortned cones---- with hammer to- --- — 'unbonded caps). : " L �`' pointed _ , J- s throw ht'ca s fdistinguish - -- ---- - - r-_..._....,g p _._..n(._ _._on other end �_6_ I '`�,-. .__-_. from Type 1.-. T Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/19/2008 Thomas McGrath, Report No. 1 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Concrete Field Report Report Date 01/02/2009 Report No. 3 Thomas McGrath, Job Number 12398 City of Salem, Building Dept. 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor WEATHER: TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 12/31/08 to the lab for testing. GENERAL REMARKS: Inspector,, _ Premium Travel ~Name Time Hours Time S. Lumenello No REVIEWED BY: William P. Crabtree �Q Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE a . r Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755 (Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, ReportNo. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 1 CUBIC YARDS: 38 SET 1 LOCATION: Wall, column line 3 at A .Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F,) 45 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Ty"p"" e Conc Temp(F) 69 D577 4 x 6 12.56 Good 12/29/2008 01/05/2009 7 25,000 1,990 2 Truck No. 303 D578 4 x 8 12.56 Good 12/29/2008 01/12/2009 14 35,000 2,790 3 Ticket No. 7390 D579 4 x 8 12.56 Good 12/29/2008 01/26/2009 28 D580 4 x 8 12.56 Good 12/29/2008 01/26/2009 28 Time 1:00 D581 9 x 8 12.56 Good 12/29/2006 01/26/2009 28 UnitWtlbs/cu k Air Content(% GENERAL REMARKS: * 1% non-chloride SAME DAY CALL IN Inspector Premium Travel Name Time Hours Time B. Crabtree No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada q FRACTURE TYPES X X R i - Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Colummer vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Typal Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham, MA 02180 781.438.7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE r ° Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT -Total Pour: Wall, column line F at 6-A, A, 1 at A-C Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4 (+-) l Number of slumps out of specification reported to If rejected Approved by Remarks: O0f Massachusetts 'The Construction Testing People' ° Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4^ No. Of Sets: 1 CUBIC YARDS: 38 SET 1 LOCATION: Wall, column line 3 at A Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 45 No. (in.) (sq.in.) Condition Cast Tested 'Days (lbs.) (psi.) Type Conc Temp(F) 69 D577 4 x 8 12.56 Good 12/29/2008 01/05/2009 7 25,000 1,990 2 Truck No. 303 D578 4 x 8 12.56 Good 12/29/2008 01/12/2009 14 35,000 2,790 3 Ticket No. 7390 D579 4 x 8 12.56 Good 12/29/2006 01/26/2009 28 49,500 3,940 1 Time 1:00 D580 4 x 8 12.56 Good 12/29/2008 01/26/2009 28 49,000 3,900 2 D581 4 x 6 12.56 Good 12/29/2006 01/26/2009 28 46,000 3,660 3 UnitWtlbs/cu ft Air Content(% GENERAL REMARKS: * 1% non-chloride SAME DAY CALL IN Inspector Premium Travel Name Time Hours Time 8. Crabtree No Min Day 11 Hr(s) REVIEWED BY: Robert S. Granada q FRACTURE TYPESr`7�(C71'� X X R i - Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 7 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 0 Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete Co. Benevento Cc: Di Lullo Associates, Inc. Dan Di Lullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/29/2008 Thomas McGrath, Report No. 2 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,M Salem, MA 01970 Contractor Concrete CO. Benevento FIELD SUMMARY REPORT -Total Pour: Wall, column line F at 6-A, A, 1 at A-C Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6216(Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 c-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 1 CUBIC YARDS: 20 . 5 SET 1LOCATION: Wall column line G at 5 L24 l Unit Slump(in.) 5 Lab Size Area Date Date d Load. Fracture Air Temp.(F.) 32 No. (in.) (sq. in.) Condition Cast ` Tested .) -. (psi.) Type Conc Temp(F) 57 D942 4 x 8 12.56 Good 12/31/2008 01/07/20090 1,750 1 Truck No. 301 D943 4 x 8 12.56 Good 12/31/2008 01/14/20090 2,390 2 Ticket No. 13041 D944 4 x 8 12.56 Good 12/31/2006 01/28/20090 3,420 1 Time 10:00 D945 4 x 8 12.56 Good 12/31/2008 01/28/20090 . ,3,260 2 1. Unit Wt Ibslcu ft 7946 9 x 8 12.56 Good 12/31/2008 01/28/2009, 0_ ,.,. 3,220 3 4 Air Content(%) ° 1' GENERAL REMARKS: 1% Non Chloride Inspector Premium Travel Name Time Hours Time B. Crabtree No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES ,�G�`/'✓-+' X X ,.. Type 1 Type 2 Type 3 Type 4 Types Type 6. y Reasonablywell-formed., Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similerto Type 5' .,..,...cones on both ends,,. ++•r •-one end;vertical cracks •_ ---cracking through - with no cracking or bottom(occur '-' " - 'but end of' ` less than 1 in. running through caps, both ends,no through ends;tap commonly with1 „ cylinder is,._ ,,.. [2B mm]of pracking - no well-defined cone - well formed cones "� -with hammer to _"_f unbontled caps) 1 ' pointed =-- throw hbca s - ^- --on other end - - - — -- ---�^_ --- '-- 9_ P -�"—". - '�"_' � distinguish Typel oi.t . . . Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. O0f Massachusetts 'The Construction Testing People' r Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg., 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento cc: DiLullo Associates, Inc. Dan DiLullo Fryklund Construction Co. Inc. Don Fryklund Peter Varone, CM CES John O'Connell, PE Of Massachusetts 'The Construction Testing People' 0 Page 3 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/31/2008 Thomas McGrath, Report No. 3 City of Salem, Building Dept. Job Number 12398 120 Washington Street Project Retail Bldg. , 142 Canal Street, Salem,MA Salem, MA 01970 Contractor Concrete Co. Benevento FIELD SUMMARY REPORT -Total Pour: wall column line F-G at 6; 6-1 at G and G-C at 1 Method of Placement: ❑Pump In Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box Thermal Blanket ❑Hay/Straw Trailer Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4 (+/—) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: e: fD a cilll I . 14 - 81 2- CLARION FiRr PROTECUON wurnONS , August 29, 2014 Regarding: Inspection of Work-Fire Protection Sprinkler System-Contractor Affidavit Location: O'Reilly Auto Parts, Salem, Ma. We certify to the best of our knowledge, information and belief, the alteration of the sprinkler system conforms to the Massachusetts State Building Code and all applicable codes, laws and regulations. The fire protection sprinkler system alterations have been completed and left in full operation per all per all drawings, applicable codes and standards. All work has been performed in accordance with NFPA 13, 2013 edition as adopted by the Massachusetts State Building'Code CMR 780 8" edition, and meets all other applicable standards. Sprinkler Contractor: Clarion Fire Protection, Inc. Sprinkler Contractor's License: SC 6847 Ex iration 2/22/2016 Contractor's Signature: 'JPati uil 0 vr+ie49a : _ • 1 fr i Sj7,v.'v ->rn sr 1'i.......... . ® a wrww.lamtec.com LA M T E Co CORPORATION WMP-50 POLYPROPYLENE / SCRIM / CORE / METALLIZED POLYESTER Meets ASTM C1136, Type I, II, III, IV FACING COMPOSITION DESCRIPTION VALUES (ENGLISH) VALUES (METRIC) White Film Polypropylene 0.0015 inch 38.1 micron Adhesive Flame Resistant Reinforcing Tri-directional 5/inch (MD) 20/ 100 Tim (MD) Fiberglass/Polyester 5/inch (XD) 20/ 100 mm (XD) Core Proprietary 30 Ibs/3000 ft2 49 g/m2 Adhesive Polymeric Film Metallized Polyester 0.0005 inch 12.7 micron PHYSICAL PROPERTIES TEST METHOD VALUES (ENGLISH) VALUES (METRIC) Basis Weight Scale 32 Ibs/ 1000 ft2 156 g/m' Permeance (WVTR) ASTM E96 0.02 perm 1.15 ng/N s Procedure A grains/hrffin Hg) Bursting Strength ASTM D774 120 psi 8.4 kg/cm? Puncture Resistance ASTM C1136 125 beach units 3.7 Joules Tensile Strength ASTM C1136 65 Ibs/inch width (MD) 11.4 kN/m (MD) 60 Ibs/inch width (XD) 10.5 kN/m(XD) Caliper/Thickness Micrometer 0.010 inch 254 micron Accelerated Aging 30 Days @ No Corrosion No Corrosion 95% RH, 120-F(49-C)No Delamination No Delamination Low Temperature Resistance ASTM D1790 Remains Flexible Remains Flexible 40°F (40-C) No Delamination No Delamination High Temperature Resistance 4 hours @ Remains Flexible Remains Flexible 240°F (116°C) No Delamination No Delamination Water Immersion 24 hours @ 73°F(23°C) No Delamination No Delamination Mold Resistance ASTM C665/C1338 No Growth No Growth Dimensional Stability ASTM D1204 0.25%0.25% Light Reflectance ASTM C523 85% 85% FIRE TESTING FMASTME84/ UL 723 CAN ULC-S102M BS 476 Polypropylene Polyester Polypropylene Polyester APPROVED Side Side Side Side Class pSSIfjFOFlameSpread55550CULn Smoke Developed 30 20 30 20 Surface Physical Properties based upon statistical averages, Weight/Thickness+1-10% LAMTEC"AND"WMP" ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION Lamtec Corporation 700 Bartley-Chester Road P.O. Box 37 Flanders, New Jersey 07836-0037 USA Phone: (973) 584-5500 (800) 852-6832 Fax: (973) 584-5178 (888) 852-6832 5108 Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection Northeast Regional Office•205B Lowell Street, Wilmington MA 01887.978-694-3200 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg { Lieutenant GovernorMAR 0 8 2019 Commissioner CERTIFIED MAIL 70141820 00013560 8992 Canal Realty Development,LLC RE: SALEM 50 Dodge Street 142 and 144 Canal Street Beverly,MA 01915 DPS Opinion RTN 3-34725 Attn: Landers Symes ENF#: 00006862 Managing Member NOTICE OF AUDIT FINDINGS FILE REVIEW AUDIT NOTICE OF NONCOMPLIANCE Dear Mr. Symes: The Massachusetts Department of Environmental Protection(MassDEP or the Department)has completed a file review audit of response actions conducted to address the release of oil and/or hazardous materials at the locations identified above to ensure that they meet the requirements of Massachusetts General Law Chapter 2 1 E and the Massachusetts Contingency Plan(the MCP; 310 CMR 40.0000). In particular,the audit focused on a Downgradient Property Status(DPS)Opinion filed for the above-referenced properties on July 17,2018. This Notice informs you of the results of MassDEP's audit. DETERMINATION MassDEP has determined that response actions were not performed in compliance with the requirements of the Massachusetts Contingency Plan(MCP). The enclosed Notice of Noncompliance lists the violations and those actions that are required to achieve compliance. Specifically,the Notice of Noncompliance contains: (1)the requirements violated;(2)the date and place that MassDEP asserts the requirements were violated; (3)either the specific actions which must be taken in order to return to compliance or direction to submit a written proposal describing how and when you plan to return to compliance;and(4)the deadline for taking such actions or submitting such a proposal. i This Information Is available In alternate format.Contact Michelle Waters-Ekansm,Director of Diversity/Civil Rights at 617-292-5751. TTY#MassRelay Service 1-800-439.2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper i SALEM, RTN: 3-34725 Page 2 LICENSED SITE PROFESSIONAL(LSP) A copy of this Notice has been sent to Frank S.Vetere, (LSP#2413),the LSP-of-Record for the subject properties. Please note,however,that you,not your LSP,are responsible for responding to this Notice of Noncompliance and correcting the violations identified therein. ADDITIONAL COMMENTS Release Tracking Number(RTN) 3-34725 is associated with a reportable release of trichloroethylene (TCE)to groundwater on the southern portion of 142 Canal Street and 144 Canal Street. This condition was first discovered during a limited investigation performed in connection with the planned purchase of the 142 and 144 Canal Street properties. Since the purchase of the properties, additional limited investigations have been conducted,primarily in the southern portion of 142 Canal Street,the main area for redevelopment. Given that both properties have a long history of industrial use including shoe manufacturing, elevator manufacturing, furniture sales and finishing,and auto sales, service,body work, and towing,there is the potential that additional releases of oil/hazardous materials have occurred that have not yet been identified. LIMITATIONS MassDEP's findings were based upon the accuracy and certainty of the information reviewed during the audit. These findings do not: (1)preclude future audits of past,current,or future actions at the site; (2) apply to actions or other aspects of the site that were not reviewed in the audit;(3)in any way constitute a release from any liability, obligation,action or penalty under M.G.L. c. 21E, 310 CMR 40.0000,or any other law,regulation,or requirement;or(4)limit MassDEP's authority to take or arrange,or to require any Responsible Party or Potentially Responsible Party to perform, any response action authorized by M.G.L. c. 21 E,which MassDEP deems necessary to protect health, safety,public welfare,or the environment. If you have any questions regarding this letter,please contact Debra Hawks at(978)694-3380. Please reference Release Tracking Number 3-34725 and Enforcement Tracking Number ENF#: 00006862 in any future correspondence to MassDEP regarding the site. Sincerely, X-6 At Stephen M.Johns n Deputy Regional ' ctor Bureau of Waste Site Cleanup Enc. Notice of Noncompliance cc: City of Salem,Mayor's Office(mayorOsalem.com) City of Salem,Board of Health(health64salem.com) City of Salem,Planning and Community Development(tdaniely salem.com) City of Salem,Inspectional Services(tstpierreOsalem.com) Frank S.Vetere,LSP-of-Record(frank.vetere tQwza.com) Data Entry: DPS/ACTAUD;AUDCOM/NAFNON DeS/TSfiV D(�I�a4�1 6� SALEM,RTN: 3-34725 Page 3 + Attachment A NOTICE OF NONCOMPLIANCE NAME OF ENTITY IN NONCOMPLIANCE: Canal Realty Development,LLC LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 142 and 144 Canal Streets, Salem,Massachusetts DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 4 July 17,2018,the receipt date of the Downgradient Property Status(DPS)Opinion DESRIPTION OF REQUIREMENTS NOT COMPLIED WITH: I. Violation: 310 CMR 40.0183(4). Filing a DPS without investigative and/or assessment actions of sufficient scope and level of effort to conclude that the criteria in 310 CMR 40.0183(2)(b) have been met. Pursuant to 310 CMR 40.0183(4), "A DPS Opinion shall be based on investigative and assessment actions of sufficient scope and level of effort to conclude that the criteria in 310 CMR 40.0183(2)(b)have been met", specifically,that"the source of the release of oil and/or hazardous material at the downgradient or downstream property is or was located on one or more upgradient or upstream locations and oil and/or hazardous material from that location has come to be located at the downgradient or downstream property as a result of migration of the oil and/or hazardous material in or on groundwater or surface water..." At this time, insufficient information has been provided to support the conclusion that the source of the chlorinated volatile organic compounds(CVOCs),particularly trichloroethylene (TCE), observed in groundwater at 142 and 144 Canal Street is or was located at an upgradient property and CVOCs from that source migrated in or on groundwater onto 142 and 144 Canal Street. • Potential on-site sources of CVOCs have not been ruled out. Former uses of the properties have included automobile sales, service, and body work, shoe manufacturing, furniture sales and finishing, and elevator manufacturing. A detailed evaluation of the historic use, storage,and disposal of CVOCs at the properties has not been provided. • The groundwater flow direction at the properties has not been adequately defined. The DPS reported a relatively flat groundwater surface with shallow northeasterly groundwater flow. A February 1984 study by IEP, Inc.,reportedly measured groundwater flow to the east. A November 1995 study by Gemini Geotechnical SALEM,RTN: 3-34725 Page 4 Associates,Inc.,reportedly measured groundwater flow to the northeast. A January 2018 study by GZA GeoEnvironmental, Inc. (GZA),measured groundwater flow to the south. A March 2018 study by GZA measured groundwater flow to the east/southeast. f • The limited investigation conducted at 142 and 144 Canal Streets is inadequate to demonstrate contaminant migration onto the properties from an upgradient source. The highest levels of CVOCs observed to date are in the southern/southeastern portions of 142 Canal Street. With groundwater flow to the east,the most upgradient on-site wells would be GZ-2, GZ-108, GZ-204,and GZ-205,however, groundwater from these wells contained non-detectable to low levels of CVOCs. Further,with a component of i groundwater flow to the northeast,the immediately upgradient properties would be McDonald's(150 Canal Street,RTN 3-34275) and an auto repair/body shop(125 Ocean Avenue, RTN 3-15312), however, groundwater from these properties contained non-detectable to low levels of CVOCs. ACTIONS TO BE TAKEN AND THE DEADLINES FOR TAKING SUCH ACTIONS: In order to return the site to compliance,the following must be submitted to MassDEP through eDEP by September 30,2019: 1. A revised DPS Submittal,based upon investigative and assessment actions of sufficient scope and level of effort to conclude that the criteria in 310 CMR 40.0183(2)(b)have been met; or 2. A DPS Termination,pursuant to 310 CMR 40.0186, and a completed Tier Classification Submittal,pursuant to 310 CMR 40.05 10,in order to continue response actions in accordance with the MCP; or 3. A DPS Termination,pursuant to 310 CMR 40.0186,and a Permanent Solution Statement, pursuant to 310 CMR 40.1000. Please note that 142 and 144 Canal Street are two different properties with two different property owners,therefore, if you choose to continue to pursue DPS for both properties, a revised DPS should be submitted under RTN 3-34725 by the owner of 142 Canal Street and a new RTN should be obtained and a new DPS submitted by the owner of 144 Canal Street. In addition, upon completion of the above, a Post-Audit Completion Statement, in accordance with 310 CMR 40.1170, must be submitted to MassDEP through eDEP. Copies of the forms and instructions are available online at littp://www.mass.p-ov/eea/agencies/massdep/cleanup/approvals/waste-site- cleanun-forms.html. If the required actions are not completed by the deadlines specified,an administrative penalty may be assessed for every day after the date of this Notice that the noncompliance occurs or continues. MassDEP reserves its rights to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including,but not limited to, criminal prosecution, civil action including court-imposed civil penalties,or administrative action, including administrative penalties imposed by MassDEP.