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Building Permit #565-2016 - 550 TURNPIKE STREET 11/5/2015
BUILDING PERMIT .1 tAORTI, O .1 '6,,.'° TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION _h Permit No#: — V Date Received SRATED rPP�(5 Date Issued: 1 t :Lji *73 SACHusti IMPORTANT:Applicant must complete all items on this page LOCATION _ M)s 60 a Pint PROPERTY OWNER — ;1 � ; Print 100 Year Structure yes no it MAP IIJJ PARCELb� ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ InOustrial ❑ Alteration No. of units: CII,Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other p _. p 4 `�Wate�shedNtID$tf ❑ e;tic ❑:Well ❑"Flood;I,a�n ❑UVetlands O,Water/Sewer- • DES RIPTION OF WORK TO BE PERFORMED: r' t 1 c C � r Identi ication- Please Type or Print Cl rly _�, OWNER: Name: G�ec�� owr,, i �i SPhone: IF Address: c�. r.5 - mr.I h, SA S:f f. Contractor Name: 0 1 Phone: 0 U 1-7 Email Address: L 50 Supervisor's Construction License:z (3 '7 Exp. Date: , Home Improvement License: Exp. Date: ARCH ITECT/ENGINEER\) ot-►C,e,J � e V\AkMii Phone: .? Address: qo 141 cQ S4 ` '4(5 6v�- Reg. No. FEE SCHEDULE.BULDING PERMIT.$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $� 51 FEE: $ Check No.: �' y Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund 1. Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped flans ❑ 1 TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Permanent DwmP ster on Site El THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF m U FORM PLANNING & DEVELOPMENT Reviewed OnZb1(5 Signature_ C LO-1) P1 Wer COMMENTSC01c:.a1fdr• 0khg ID �e ® f-M 5'An(i ' USe Wowej prftrrOC "Q,Q-.V ID 311 ill 5 kU11 SQ- S, CuOal(-- I n -5A.1 t o S G. ij c)7 toa i CONSERVATION Reviewed on Signature e COMMENTS HEALTH Reviewed on Signature vOMMENTS „Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes f •Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/snature ®afe Driveway Permit DPW Town]Engineer: Signature: Located 384 Osgood Street Du� mpsteraontsite -yes . • iLocated at 124 Mam Street, �: °� #=r)�t Y uw - ' e Drtment gnature/dae, _ a{ �'�f.."tt ra�rt ,j l.k - :-} .a a r ft. ,ti `tr �,,,y{s _" 9.7 . l�"'°".'�"'I .,.*�•�+�- �. �"�"��"`�_ �. rCOMMENT�S r t%ORTy OF tt'e o 16 qN0 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICALS Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE- Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department apse) ® Notified for pickup Call Email Date Time Contact Name = Doc.Bnilding Penroit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4 Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work 4. Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan + Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract �. Floor/Cross Section/Elevation Plan Of Pro Hydraulic Calculations (If Applicable) posed Work With Sprinkler Plan And Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses � Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include S rinkl Hydraulic Calculations (If Applicable) P er Plan And Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Departmentrior to issuance ssuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from t that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One co an must be submitted with the building application he Board of Appeals PY d proof of recording Doc:Building Permit Revised 2014 ru t «t? 1 a..4 COMMENT"S _ _ - .-•_��s ----- . .__. Location ) No. � -�� Date . - TOWN OF NORTH ANDOVER U Mal• Certificate of Occupancy $ -" Building/Frame Permit Fee $ 2 Foundation Permit Fee $ Other Permit Fee $ rrTEDTOTAL $ _��'2? Check#: �f 29638 Building Inspector oe No oiM�N F 9 AC usEt4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 565-2016 on 11/5/2015 Date: January 19, 2016 THIS CERTIFIES THAT I THE BUILDING LOCATED at 550 Turnpike Street MAY BE OCCUPIED AS Georgetown Bank IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Georgetown Bank 550 Turnpike Street North Andover,MA 01845 Building Inspector Fee: PrePaid$100.00 Receipt: 29638 - Check : 202644 °,NONYH 1N F � A �7S ACN�15 S49 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 565-2016 on 11/5/2015 Date: January 19, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 550 Turnpike Street MAY BE OCCUPIED AS Georgetown Bank IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Georgetown Bank 550 Turnpike Street North Andover,MA 01845 Building Inspector Fee: PrePaid$100.00 Receipt: 29638 Check : 202644 r , NORT1y - _ . w: .. . . E ic . . ve- . No. �oAKIh ," ver, Mass, / �/- COCKICKlWICK 7�A°R.,TIE G' S U BOARD OF HEALTH Food/Kitchen PERMIT T D 1 / Septic System THIS CERTIFIES THAT ..... . .!.1.`....r/G. .r. .:`I.........................:... . .......... ..................... UILDING INSPECTOR has permission to erect buildings on ...... Foun io ~? f J, to be occupied as .. ......... ....:............. ..................................r......... eeierms provided that the person acc�pting this permit shall in every respect conform tot of the application eo on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PL ING INSPECTOR Rough #&I ��V VIOLATION of the Zoning or Building Regulations Voids this Permit. V31� Final PERMIT EXPIRES IN 6 MONTHS .. ELECTRICAL INSPECTOR UNLESS CONSTRUCTION RTS� >hka�(,_ � Service ..............4........ .. . . .. .. .. .:�........................ Final � BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Y� ��✓ � � f � � � � - � � � a �� 9 � "�� r , - NORTH -w: . . tE Ic ". ve, + 0 No. �S2A ° h ver, Mass, / COCHICHl WICK A°4A7-E1) AkPp,��S S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System f^ �' UILDING INSPECTOR THIS CERTIFIES THAT .......fel.�� r/ ........... ..................................................................... ...................... has permission to erect buildings on ...................� ! ✓�!: .. Foun io ................ ou �1 r' t� to be occupied as .�,?.e=arc �.�pet)'k �`17�............ .... ....j.. .Ceeierms ................... .... m.... .. . .... .... .. .... .. ............provided that the person acc2pting this permit shall in every respect conform tot of the application inak �5s on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLLYBING IJYSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final 4S 1 1,1311 PERMIT EXPIRES IN 6 MONTHS -- ELECTRICAL INSPECTOR �. UNLESS CONSTRUCTION T RTSRough Service ..............4........ .. .��.. .:.. ..r-...................... Final BUILDING INSPECTOR c GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner � Street No. Smoke Det. 1 � 6�°�� �/ . �-� � ASV »5 �- ��r r��� z � �J �^� �.�� a��� �-. ��j�-��--�,/ �'"� 7'-� 913 � U�'-"�. r NORTH . w: 1 TE 1 . ve- No. I� h ver, Mass T O LANE COC NICNEWICK y1. S V BOARD OF HEALTH Food/Kitchen PERM -IT T LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR ...... !: �......... ....1�.!!!:.�, .-......................................... �'""�'/ k . . has permission to erect .......................... buildings on ..���. .......jlZKFoundation 1.`�a :..4W................... Rough to be occupied as — y provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI RTS Rough Service .............. .... .......... ............................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. /��(� r -I NORTH - � tE ve' 'o 110� - h h , ver, Mass, COCNICNIWICN N1 % AOt- ERATED APy S V BOARD OF HEALTH Food/Kitchen PERM -IT T LD Septic System THIS CERTIFIES THAT ...... BUILDING INSPECTOR has permission to erect buildings on 1-b , – IQ. Foundation Rough ..!.4- to be occupied as �' Q {. "— y ...........L�(r;r,l!✓ '.................................................................................................. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI RTS Rough Service .............. .... ......... ............................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy.Buildin Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. /��� ` Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional ul*6r for work per the 8°'edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Georgetown Bank Date: 01.07.2016 Permit No.565-2016 Property Address: 550 Turnpike Street,North Andover,MA Project: Check(x)one or both as applicable:X New construction X Existing Construction Project description: Interior Branch bank infill&exterior fagade Modifications I William T.Mayer III MA Registration.Number: 46021 Expiration date: 06.30.16,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,*computations and specifications concerning': Entire Project Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Ito Enter in the space to the right a"wet"or ' electronic signature and seal: IP- Phone number:401.765.7659 Email: wmayer@edesignservice.com 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. Trial Version 10 09 2012 Final Construction Control Document " To be submitted at completion of construction by a Registered Design Professional v for work per the 8h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Georgetown Bank Date: 01.07.2016 Permit No.565-2016 Property Address: 550 Turnpike Street,North Andover,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Interior Branch bank infill&exterior faVade Modifications I Raymond W.Dusseault III MA Registration Number: 40709 Expiration date: 06-30.16, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural Structural Mechanical Fire Protection X Electrical Other: for the above namedro'ect. I p � certify that I,or my designee, have performed the necessaryprofessional services and w p as present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements eq nts of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee. 1. Have reviewed,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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. 0.1P, OF& 1�/ Enter in the space to the right a"wet"or electronic signature and seal: �o�� 'D°E- •G SAW t1S , » 'CALF w"' 01.40709 mt Phone number:401.765.7659 Email: rdusseault@edesignservice.com '10", r!W01Ihs 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. I Trial Version 10_09_2012 Final Construction Control� of Document To be submitted at completion of construction by a Registered Design Professional ,r for work per the 8a' edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Georgetown Bank Date: 01.07.2016 Permit No.565-2016 Property Address: 550 Turnpike Street,North Andover,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Interior Branch bank infill&exterior facade Modifications I Glen G.Markey MA Registration Number:41542 Expiration date: 06.30.16,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural Structural Mechanical Fire Protection Electrical X Plumbing for the above named project. I certify that 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or G. ��E��G electronic signature and seal: MA c> M 1. o.41 Phone number: 401.765.7659 Email:Gmarkey@edesignservice. m aVVVII Building Official Use Only Building Official Name: Permit No.: bate: 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. Trial Version 10 09 2012 Final Construction Control Document To be submitted at completion of construction by a OT* Registered Design Professional for work per the 8h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Cupola& dormer addition Date: 01/14/2016 Permit No. Property Address: 550 Turnpike St.N.Andover,MA Project: Check(x) one or both as applicable: New construction on X Existing g Construction Project description:A proposed dormer and with cupola will be added to the existing building. I Scott Orlowski MA Registration Number:47072 Expiration date: 06/30/2016, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. I"OF A3Ass� Enter in the space to the right a"wet"or oma' Scy electronic signature and seal: Scott D��si Scott Orlowski,P.E. Scott o R:.cn=Sco ski,P.E.,o=Apex O1-'- Kqg. un Orlowski Qe �rlo � exengineeringllc. com;c=lJ l t ' :46:55-05'00' Phone number: 508-763-2752 Email: sorlowski@apexengineeringllc.com I 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. Trial Version 10 09 2012 Final Construction Control Document u To be submitted at completion of construction by a W Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Georgetown Bank Date: 1.5.16 Permit No. 565-2016 Property Address: 550 Turnpike Street,North Andover, MA Project: Check(x)one or both as applicable: (x)New construction (x)Existing Construction Project description: Interior branch bank infill &exterior fagade modifications. I Vincent J. Sorrentino MA Registration Number: 50442 Expiration date: August 31, 2016 , am a registered design professional, and hereby certify that 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. I certify that 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or ► electronic signature and seal: i Co.A 04 Ua Phone number: 7 1 24 212 i q� OF MPSS o e umb 8 .7 7 Email: vmcent studiosarchitecture.net Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design Plans,computations andspecifications that you prepared or directly supervised.If`other' is chosen, provide a description. Trial Version 10 09 2012 t 4 CLEAResult To: Tony Dauksz;Gervais Plumbing, Heating,and Cooling From: Dan Abrahamson;CLEAResult,Inc. Date: 01/14/16 Re: Commercial Duct System at 550 Turnpike Street, North Andover CLEAResult performed a site inspection, at 550 Turnpike Street, to assess the possibility for a duct leakage test on the air handling system. The rooftop air handler consisted of multiple supply diffusers and returns that provided conditioned air to 1,500 square feet of space at the Georgetown Bank in North Andover,MA. The rooftop unit is an existing air handler with an unknown age. Gervais Plumbing, Heating & Cooling installed 12 supply diffusers,4 returns, and their respective duct runs through a conditioned dropped down ceiling space to the roof top unit.The duct runs'joints and seams were sealed using mastic tape and zip ties. The duct test was not conducted on account of the existing roof top unit. The age of the air handler and weathered gaskets would not have allowed the duct test to reach appropriate pressures for recording air leakage. It was determined the duct fan would not have been able to record an accurate leakage number for the new installed duct runs since they were tied into the aged air handling unit. Daniel Abrahamson Energy Rating Specialist Direct 508.948.8684 CLEAResult 508.863.9500 • Clearesult.com 50 Washington St•Westborough, MA 01581 We change the way people use energy " ©CLEAResuR,2014 We change the way people use energyrm 1111=6 balance georgetawn ba* balance georgetown bank Tony D [tonyd@gervaispiumbing.com] Sent:Monday,January 11, 2016 7:49 AM Ta: Dave Johnson Mens room-s-1=50 Womens room-s-1=50 Conference room-s-2=245 Kitchen room-s-1=80 Business resource-s-2=240 Bath room hallway—s-1=90 Office 010-s-2=190 Office 011-s-2=185 Work room-s-1=240 Lobby supplies-s-2=240 240 240 240 Work room return-r-1=400 Office 011 return-r-1=200 Office 010 return-r-1=390 Main return-r-2=750 Return numbers will be different from plans per the changes made to the return duct PLUMBING&'HEATING INC. V Tony Dauksa project manager 317 Southbridge Street Auburn, MA 01501 Office 1-508-617-2055 Cell 1-508-581-0299 Fox 1-508-832-4876 www.gervaispiumbing.com hnps:i/webmail.gosolidus.com/owa!?ae=Item&t=1PM.Note&id=RgAAAAAyaRcZ83jZQrl%2fiVtwuNiPBwBmxzDahH NgRgdffrLnjBo°/a2bAAAAsjl IAABmxzDah... 1/1 -. nenc r-yrrn 13-222 INSTALLATION OF SPRINKLER SYSTEMS Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by the property owner or their authorized agent.All defects shall be corrected and system left in service before contractor's personnel finatty,leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners,and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ord'mances. Property name GEORGETOWN BANK _ I Date 1/5/16 Property address 550 TURNPIKE STREET, NORTH ANDOVER, MA Accepted by approving authorities(names) I NORTH ANDOVER FIRE DE Address NORTH ANDOVER, MA Plans Installation conforms to accepted pians ]a Yes Ll No Equipment used is approved Yes ❑No If no,explain deviations Has person in charge of fire equipment been instructed as QJ Yes QNo to location of control valves and care and maintenance of this new equipment? It no,explain Instructions Have copies of the following been left on the premises? Yes ❑No 1. System components instructions Yes ❑No 2. Care and maintenance instructions Q2 Yes ❑No 3. NFPA 25 Utes ❑No Location of Supplies buildings system SPRINKLER VALVE ROOM Yearof Orifice Temperature Make Model manufacture size Quantity rating VICTUALIC V3802 2015 1/2 21 15 Sprinklers j I 1 Pipe and Type of pipe ASTM fittings Type of finings ANSI Maximum time to operate Alarm Alarm device through test connection valve or Type Make Model Minutes Seconds flow indicator EX. FLOW POTTER VSR—F ---- Q Dry valve _ Q.O.D. Make Model Serial no. Make I Model Serial no. Time to trip Time water I Alarm through test Water Air Trip point reached operated Dry pipe connectiona,b pressure pressure € air pressure test outteta,b property operating test Minutes Seconds psi psi psi Minutes Seconds ' Yes No Without i Q.O.D. i With Q.O.D. NA If no,explain ®2006 National Fire Protection Association NFPA 13(p.1 of 3) a Measured from time inspector's test connection is opened b NFPA 13 only requires the 60-second limitation in specific sections FIGURE 24.1 Contractor's Material and Test Certificate for Aboveground Piping. 2007 Edition SYSTEMS ACCEPTANCE 13-223 Operation �I Pneumatic ❑Electric ❑Hydraulics Piping supervised UYes ❑No Detecting media supervised UYes UNo Does valve operate from the manual trip,remote,or both ❑Yes No control stations? Deluge and ____Tis there an accessible facility in each circuit If no,explain --- I pvalves for testing? � P valves U Yes ❑No Does each circuit operate Does each circuit operate Maximum time to NA Make Model l supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds I Location Make and i Residual pressure Pressure and floor model Setting Static pressure (flowing) Flow rate reducing Inlet si Outlei(psi) valve test (P ) (p ) i Inlet(psi) Outlet(psi) Flow(gpm) Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for 2 hours or 50 psi(3.4 bar) above static pressure in excess of 150 psi(10.2 bar)for 2 hours. Differential dry-pipe valve clappers shall be left Test open during the test to prevent damage. All aboveground piping leakage shall be stopped. descriptioni Pneumatic: Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 11h psi(0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 11h psi(0.1 bar)in 24 hours. Alt piping hydrostatically tested at 2 0 si(—bar)for 2 hours If no,state reason NA --> Dry piping pneumatically tested ❑Yes ❑No Equipment operates properly &I Yes ❑No Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine,or other corrosive chemicals were not used for testing systems or stopping leaks? Utes ❑No Drain Reading of gauge located near water Residual pressure with vats m test Tests test supply test connection: 4 rJ psi(—bar) connection open wide: 3b psi(_bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test ❑Yes ❑No Other Explain Certificate for Underground Piping. NA--> Flushed by installer of underground sprinkler piping ❑Yes ❑No F If powder-driven fasteners are used in concrete, ❑Yes ❑No If no,explain has representative sample testing been NA--> satisfactorily completed? Blank testing Number used Locations Number removed gaskets Q Welding piping ❑Yes U No If yes... Do you certify as the sprinkler contractor that welding procedures used complied with ❑Yes ❑No the minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifications,or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators ❑Yes ❑No qualified in accordance with the minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifications,or other applicable qualification standard as Welding I required by the AHJ? Do you certify that the welding was conducted in compliance with a documented LlYes ❑No quality control procedure to ensure that(1)all discs are retrieved;(2)that openings in piping are smooth,that slag and other welding residue are removed;(3)the internal diameters of piping are not penetrated;(4)completed welds are free from cracks, incomplete fusion,surface porosity greater than 1/%in.diameter,undercut deeper than the lesser of 25%of the wall thickness or Yat in.;and(5)completed circumferential butt weld reinforcement does not exceed a32 in.? ©2006 National Fire Protection Association NFPA 13(p.2 of 3) FIGURE 24.1 Continued 2007 Edition 13-224 INSTALLATION OF SPRINKLER SYSTEMS Cutouts Do you certify that you have a control feature to ensure that (5 Yes ❑No (discs) all cutouts(discs)are retrieved? Hydraulic Nameplate provided If no,explain data nameplate IN Yes L)No Date left in service with all control valves open DAILY Remarks Name of sprinkler contractor ELLIS FIRE SUPPRESSION 781-995-0235 _ 10 DRAPER ST. #16 WOBURN MA 01801 Tests witnessed by Signatures The property owner or their authorized agent(signed) Title Date For sprinkler contractor(signed) Title Date PRESIDENT 1/5/15 Additional explanations and notes I I ©2006 National Fire Protection Association NFPA 13(p.3 of 3) FIGURE 24.1 Continued 2007 Edition r - NORTH . I" : :. .c . : ve " 'e 0 No. - �oh ." ver, Mass,Ke / COCMIC"NWICK �ADRATED 0'Pa��,�5 �S V BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT ....... ...1�.:jl..`:. r/ 'tel ��� BUILDING INSPECTOR ...................................................................... . has permission to erect buildings on .`.��./:5J�/'�,;�?!,t��, .,, ,,,,,,,,,,,,,,,,,,,,,, ,,, Foundation /� Rough to be occupied as .....6(core 4.1-00'� �° ................................................................... �eierms Chimney ................................... provided that the person acc pting this permit shall in every respect conform tot of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION T RTS Rough Service .............ti........ .. . .. ................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost 4851 %243.001) m 5 822.92 Plumbing Fee $ 727.86 Gas Fee 100 comm. C$; 10011,00 Electrical Fee $ 727.86 Total fees collected $ 7,378.65 550 Turnpike Street 565-2016 on 11/5/2015 Georgetown Bank SOLID-3 OP ID:TF CERTIFICATE OF LIABILITY INSURANCE DATE 1010 612 01 YY) 10/06/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Bouvier Insurance NAME: Kevin Francis 29 North Main Street (AICNNo Ext:860-232-4491 IMC,No):860-232-6637 West Hartford,CT 06107 ADDRESS:Rob Bouvier ss:kfrancis binsurance.com INSURERS AFFORDING COVERAGE NAIC A INSURER A:Continental Western Insurance INSURED Solidus,Inc. INSURERS-Acadia Insurance Company 31325 1280 Blue Hills Avenue INSURER C: Bloomfield,CT 06002 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY 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. I�TRR TYPE OF INSURANCE D SUER POLICY NUMBER MMIVDDIYYYI MM/�D EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CPA039399815 07/01/2015 07101/2016A A E TO RENTED D PREMISES fEa occurrence $ 250,00 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,0()0,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X iEcT F-1 PRO Loc Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY Ee BINEDISINGLE LIMIT $ 1,000,00 A X ANY AUTO CAA039399915 07/01/2015 07/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Peracddent AUTOS AUTOS ( ) 8 NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS PER ACCIDENT $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS LIAB CLAIMS-MADE CUA039496315 07/01/2015 07101/2016 AGGREGATE $ 5,000,00 DED I X I RETENTION$ 0 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN X T R L M ER _ A ANY PROPRIETOR/PARTNER/EXECUTIVEWCA039400016 07/0112015 07/01/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? F—] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 10,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 A CPA039399815 07101/2015 07101/2016 Business 520,00 Pers Prop DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Project: Georgetown Bank 550 Turnpike Street North Andover, MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover,MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD SOLID-3 OP ID:TF 'A�R�0 CERTIFICATE OF LIABILITY INSURANCE -DATE 10106/20/YY) 1 010 612 01 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Kevin Francis Bouvier InsurancePHONE 860-232-4491 FAX N,:860-232-6637 29 North Main Street ac No Ext West Hartford,CT 06107 ADDRESS:Rob Bouvier ss:kfrancis binsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Continental Western Insurance INSURED Solidus,Inc. INSURER a:Acadia Insurance Company 31325 1280 Blue Hills Avenue INSURERC: Bloomfield,CT 06002 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY 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. ILTR TYPE OF INSURANCE ADOL SUB POLICY NUMBER POLICY EFF MM/DD/YYri LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CPA039399815 07/01/2015 07/01/2016 PREM SES ea occuence $ 250,00 CLAIMS-MADE FKOCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X JECT PRO LOC Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,00 Ea accident A X ANY AUTO CAA039399915 07/01/2015 07/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED id BODILY INJURY(Per accent AUTOS AUTOS ) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS PER ACCIDENT X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS LIAR CLAIMS-MADE CUA039496315 07101/2015 07/0112016 AGGREGATE $ 5,000,00 DED X RETENTION$ O i $ WORKERS COMPENSATION WC STATU- 0TH- ' AND EMPLOYERS'LIABILITY X TO IM R A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WCA039400015 07/0112015 07/01/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 10,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 A CPA039399815 0710112015 07/01/2016 Business 520,00 Pers Prop DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more space Is required) Project: Georgetown Bank 550 Turnpike Street North Andover, 11, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover,MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I The Commonwealth of Massachusetts z . Department oflndustrialAccidents 1 Congress Street,Suite 100 - ' Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legib Name(Business/Organization/Individual): f Address: VO COU— -�OP t City/State/Zip:�Rbr_4 7 Phone#: g?,© Z,S0— 0 173 nreyo an employer?Checktheappropriate box: 'Type of project(required): 1.0 ra a employer with 3 0 : employees(full and/or part time).* J, W construction 2.❑I am a sole proprietor or partnership and have no employees working for me in $, modeling any capacity.[No workers'comp.insurance required.] 9. emolition 3..❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 ❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.� ctrical repairs or additions proprietors with no employees. 12. lambing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 13.[]Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have nQ employees.[No workers'comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-con]ractors have employees,&i must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees.'.below is the policy and yob site information. Insurance Company Name: N Q_Q.C11 V,SU r C,,%A C_A. & Policy#or S elf-ins.Lie.#:_—_b �f �C Expirationte: Job Site Address: !375n UV U.k-211.t�Q 5�C I'`G -' City/State/Zip:/--J AhEVDUX* NA, Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do her eb certify and a sins and penalties ofperjury that the information provided above is tr a and correct. Si nature: Date: f O Phone#• Official use only. Do not write in this area,to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of Mre, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fi11•out-the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and•phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance: If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Depattment of Industrial Accidents fok confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you'are required to obtain a workers' compensatiod'policy,please call the Department•at the number listed below. Sel£insured companies should•enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel.#617-727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia CS-1 07722 PUC LIPS ------ 10 WARREN STAT M ' wn CT 06457 . . 03106i201B Initial Construction Control Document To be submitted with the building permit application by a a a Registered Design Professional `h for work per the 8edition of the d . Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Georgetown Bank Date: 10-16-15 Property Address: 550 Turnpike Street,North Andover,MA Project: Check x one or both as applicable: x New construction x Existing Construction uction Project description: Interior branch bank infill&exterior fagade modifications. I Vincent J. Sorrentino MA Registration Number: 50442 Expiration date: August 31, 2016, am a registered design professional, and hereby certify that 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 regular and 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. 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. 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. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. AR i Enter in the space to the right a wet or electronic signature and seal: r �L N Phone number: 781.724.2127 Email: vincent@studioSarchitecture.net A �R µ� I 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. Trial Version 10 09 2012 i Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8°i edition of the Y Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Georgetown Bank Date:10.16.15 Property Address: 550 Turnpike Street,North Andover,Massachusetts Project: Check one or both as applicable: { )New construction ( )Existing Construction Project description: Interior&Exterior Renovation 1, William T.Mayer 111,MA Registration Number:46021 Expiration date: 06/30/2016 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural Structural MechanicalX 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 regular and periodic basis to: I. 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. 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. When required by the building official, 1 shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `F' t ction Control Document'. Enter in the space to the right a"wet"or T electronic signature and seal: Phone number: 401.765.7659 Email:wmay com Building Official Use Only Building Official Name: Permit No.: 'Date: Note I.Indicate with an `x'project design plans.computations and specifications that you prepared or directly supervised. If'other' is chosen, provide a description. Trial Version 10 09 2012 I Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8u' edition of the �4 Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Georgetown Bank Date:10.16.15 .Property Address: 550 Turnpike Street,North Andover,Massachusetts Project: Check one or both as applicable: ( )New construction ( )Existing Construction Project description: Interior&Exterior Renovation I,Raymond W.Dusseault 111, MA Registration Number: 40709 Expiration date: 0613012016 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans; computations and specifications concerning': Entire Project Architectural Structural Mechanical Fire Protection Electrical X 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 perforin the necessary professional services and be present on the construction site on a regular and periodic basis to: I. 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. 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 tobecome 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. 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. Upon completion of the work, 1 shall submit to the building official a 'Final (;on+trua4,on Control Document'. X11 OF,yq Enter in the space to the right a "wet"or •RAYMOND °°Gs electronic signature and seal: 0 OUB T e EI ECTRICAt Mo Phone number: 401,765.7659 Email Beau i Mull e,com tra � 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. Trial Version 10 09 2012 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8`h edition of the �V Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Georgetown Bank Date:10.16.15 Property Address: 550 Turnpike Street,North Andover,Massachusetts Project: Check one or both as applicable: ( )New construction ( )Existing Construction Project description: Interior&Exterior Renovation I, Glen G. Marken,MA Registration Number: 41542 Expiration date: 06/3012016 , am a registered design professional, and hereby certify that 1 have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection Electrical Plumbing X 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 regular and 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. 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. 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. Upon completion of the work, 1 shall submit to the building official a ` gi tion Control Document'. 1A OF Enter in the space to the right a"wet"or 'ti' ta�N d• . electronic signature and seal: c, MAIRKEY - MECkAHtCAI. fVo ?542 F � Phone number: 401.765.7659 Email:gmar _ ice.c in i Building Official Use Only Building Official Name: Pennit 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. Trial Version 10 09 2012 1 b Initial Construction Control Document To be submitted with the building permit application by a R d Registered Design Professional a a for work per the 8th edition of the gYOvO~ Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cupola& dormer addition Date: 10/15/2015 Property Address: 550 Turnpike St.N. Andover,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: A proposed dormer and with cupola will be added to the existing building. I Scott Orlowski MA Registration Number: 47072 Expiration date: 06/30/2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief 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 regular and 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. 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. 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. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Ztl OF Atigssq y Enter in the space to the right a"wet"or oc SCOTT G� electronic signature and seal: o R. ORLON WSKi No.47072 Phone number: 508-763-2752 Email: sorlowski@apexengineeringllc.com 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. Version 06_11_2013 i V sLudlo Massachusetts Code Narrative: Gemetown Bank `. ,l Codes: International Building Code (IBC)2009-with Massachusetts amendments t• <2 17 International Existing Building Code 2015 archLecLure MA-AAB 521 CMR Vincent J.Sorrentino,AIA President Provided By: Vincent J. Sorrentino,AIA 90 Highland Street Studio S Architecture Stoughton,MA 02072 90 Highland Street Stoughton,MA 02072 781.724.2127 Project Location: The Crossroads Plaza 550 Turnpike Street North Andover,MA (Single unit of rental space in existing plaza) Client: Georgetown Bank Prosect Summary The existing space consists of a single story with an approximate area of 1,545 square feet. The proposed renovation will consist of modifications to the existing interior layout. The demolition will include interior walls, doors, and ceilings,as per the submitted plans. Construction work will consist of interior partitions, doors, interior finishes,lighting and all associated electrical,and life safety necessary in the designated areas as indicated on the submitted plans. We will also be constructing a new gable fagade at front exterior of our space per the submitted plans.All structural modifications are detailed and designed as shown in the structural drawings. The scope of work encompasses 100%of the 1,545 square feet of the space. There will be a change in use group from(M)Mercantile to (B) Business,which is permitted in the zone.Alterations&additions will be made to building systems and components per the submitted plans in the designated areas.Proposed work is classified as Alterations-Level 3. Exterior Narrative The exterior design& construction will consist of bumping out the existing 6'-0"tall MDO band 12"from the existing face to break up the linear fagade at the bank space. We will also be constructing a new wood framed gable dormer the width of the bank space which will be over framed on existing roof as detailed in the structural drawings. At the top of the new gable dormer will be a wood framed cupola with windows on 3 sides. Only the front window will be clear to allow illumination at night. The 2 side windows will be blacked out. The cupola is designed to replace the existing dormer that will be removed. COMMERCIAL • RESIDENTIAL • SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING C\y sbudi® I� The exterior lighting for the bank signage will be concealed linear strip LED fixtures f as shown on drawings.No gooseneck light will be at the bank space. ry ' Parking Analysis or-chibecLure The previous tenant in the proposed bank space was Sprint Wireless (retail/service). The North Andover Zoning Bylaws Section 8.1 states that the parking requirement for Sprint would be 3.5 per ksf GFA, as categorized(other retail not otherwise listed above).According to section 8.1, Georgetown Bank would be categorized as(other business or office uses not otherwise listed above),because they will not have a drive- up, and would be required 3.0 per ksf GFA for parking spaces. Given that the proposed use requires less parking,we will exceed the requirements for parking set forth in the North Andover Zoining Bylaws. Chapter 3—Use& Occupancy Classification Previous Use Group: Mercantile (M)—Cellular Retail- Sprint Proposed Use Group: Business(B)—Georgetown Bank Chapter 5—General Building Heights &Areas Existing Area of Unit: 1,545 S.F. Proposed Area of Unit: 1,545 S.F. Occupant Load: 100 S.F.Per Occupant: 1,545/100=16 Chapter 6—Types of Construction Construction Type: 3A Chapter 8—Interior Finishes All interior finishes will meet the standards set forth in chapter 8. Chapter 9—Fire Protection The existing building is equipped with and automatic sprinkler system.The proposed work does require the alteration of the existing automatic fire sprinkler heads to meet the proposed layout. Chapter 10-Means of Egress The main existing egress components are of sufficient capacity for the building. Emergency egress signage and lighting will be provided per code. Chapter 11 -Accessibility All areas of the existing building are accessible.All new work performed within the work area will conform to the MA-AAB accessibility regulations 521 CMR. Chapter 13-Energy Efficiency The proposed renovation will not affet the existing building envelope. COMMERCIAL • RESIDENTIAL • SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING &udio �1� Chapter 16—Structural Design , l The existing building is constructed of a steel frame with wood stud exterior wall .� infill. The roof is constructed of metal bar joists and metal decking.No structural 5 elements will be modified during the alteration of the spaces indicated. A new wood ®rchiLe&ure framed gable structure will be over-framed at entry area of the proposed space which is indicated in the construction plans.All structural work will be done to meet code. Chapter 27-Electrical All new electrical work within the proposed space shall comply with the IBC 2009 chapter 27 with MA amendments. The existing electrical service into the building& into the tenant space will remain existing. Chapter 28—Mechanical Existing mechanical modifications&new mechanical work within the work area shall be properly balanced and comply with the IBC 2009 chapter 28 with MA amendments. Chapter 29—Plumbing All modifications to existing as well as new plumbing&plumbing fixtures will be in conformance with the IBC 2009 chapter 29 with MA amendments. Very truly yours, N N Vincent J. Sorrentino,AIA President, Studio S Architecture COMMERCIAL • RESIDENTIAL • SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING 0 10/19/15-03: It was pointed out that drains with the trap primer connection below the slab were not provided. GF will review if above slab trap primers were submitted. MEETING NOTES OLD BUSINESS 0 08/12/15-09: We visited the existing house and Joe and Gerald removed aluminum siding to reveal the corner boards and window trim. Tomorrow the demo contractor to remove a cornice corner and will keep it on site to determine the construction to be matched on the new main house rakes and eaves. The corners boards to be nominal 12", there are no watertable boards and the window trim is 5 '/2" for the jambs and heads with a heavy sill piece. 08/19/15: We reviewed the few eave and rake pieces saved. We were hoping that full sections of the details would be available. Apparently this didn't occur. Some additional pieces were pulled from the pile. The pictures taken of detail areas when later siding was removed will be used in place of items from the house that are no longer available. 08/26/15: GF is obtaining samples and profiles of fiber cement and PVC molding pieces for selection. 09/02/15: In progress. 09/09/15: Same. 09/15/15: We reviewed the proposed PVC profile against the existing crown. They are close in size but a little different in profile detail. The Owner understood the difference and would like to use the proposed PVC piece. We will provide a revised eave detail for the replica house area. 09/22/15: Ongoing. 09/29/15: The proposed ideas were reviewed. The Owner would like the replica house to have 5/4x12 PVC corner boards. A Fypon crown was presented for the fascia and rake. These were rejected and the PVC crown previously presented will be used. A sketch for the eave and rake will be provided for that. 10/06/15: The PCO was presented for review. The revised eave detail will be provided soon. 10/13/15: There are some additional costs associated with this item since the trim selected is larger than shown on the drawings. A budget for the replica house items was based on the items shown on the drawings. A separate allowance for these items was not included in the project costs. There are credits included that aren't noted. JO requested that all PCOs have a tally of the adds and deducts as backup. 10/19/15: GF is working on this. 0 09/02/15-08: JO questioned which submittal of the various light fixture submittals is the one for review. The last own is for review. JO requested a meeting with the electrical 3 contractor to clear up the confusion in the submittal. The plan is to include this with the meeting next week. 09/09/15: The meeting occurred as planned today. The following is a brief summary of the items discussed. The agenda followed Dave Streets questions/comments regarding the light fixture submittal. JO requested an explanation for how the K fixture in the units was scheduled wrong. Providing the fixtures over kitchen sink so they are dimmable was reviewed. The Owner may approve this charge. The suggestion to change the circuiting in the Clubhouse Great room so the kitchen area is on its own switch was approved. We will provide an ASI sketch for this. The corrected fixtures in the Clubhouse were reviewed. The request for the added cost of the correct number of site lights was denied. 09/15/15: We reviewed the additional substitution light fixtures not reviewed during the previous meeting. The substitution site lights are because the Hadco fixtures are no longer or not easily available in this region. Pictures of the Icon fixture and the Hadco fixture were compared and the Icon fixture was approved. JO would like to entertain a traditional looking bollard with a cost savings. These will be noted as Owner Requested Substitution in the forthcoming submittal. The Common Area fixtures were globally reviewed. It wasn't clear that these fixtures were selected by the interior design, provided through the Owner to the electrical engineer. The submittal fixture legend will be revised to note the specified fixture with the substituted fixture listed below with a note indicating why. JO will review this with the interior designer for approval. The H fixture in the dwelling units could not be found when assembling the submittal. It subsequently was found and a picture of it was compared to the one specified. They are similar so either fixture is approved. The remaining substituted fixtures aren't decorative fixtures. These will be listed in the submittal legend below the specified fixture. All the light fixture submittals will be resubmitted following the description above. JO will go through them first to review and approve the substitutions. The remaining questionable items, if any, will be presented to DMW for review with the electrical engineer. 09/22/15: Ongoing. JO is considering having the E pendant type fixture over the kitchen sinks dimmable for a small upcharge. JO is considering having the dining room track light fixture on a dimmer also. 09/29/15: The Owner would like the dimmer for the E pendant type fixture over the kitchen sinks. A dimmer for the dining room fixture is still under review. The revised submittals were presented for JO. 10/06/15: Not discussed. 10/13/15: JO would like a meeting the electrician and the interior designer to go through each light fixture and confirm their selection. 10/19/15: This occurred today with the electrician. In the Clubhouse the R1 and R2 fixtures will be changed to dimmable LED fixtures. Also the FW2 sconces will be changed to be more consistent with other related fixtures. For the residential buildings the HE unit should have pendent F fixtures over the sink area like the other u.nits. The R1, R2, H, G1 and FR3 fixtures will be reviewed for possible cost savings substitutions. 4 0 09/02/15-09: GF indicated that he is waiting on the window sample to have all the exterior material for color selections. JO is meeting with the stone veneer supplier to review selections. The clip system was approved for the project so the selections will be limited to that. We will need to review the flashing requirements of the clip system with stone veneer supplier. 09/09/15: The window sample is available in the trailer. JO is planning to meet with the stone veneer supplier soon. 09/15/15: Same. 09/22/15: JO met with the stone veneer supplier and will select exterior colors soon. The interior colors for the dwelling units will be able to be selected soon. GF is obtaining the flooring samples. The finish colors and patterns for the common areas of the residential buildings are included in the interior design drawings. 09/29/15: Same. 10/06/15: The interior and exterior colors were selected today. MR is providing a summary of the selections. The exterior color selections are tentative pending confirmation with large samples of the selected colors. For the Clubhouse interior colors we requested that all the selections noted on the Interior Design drawings g be submitted with a sample indicating the selected color or pattern. This should be provided at the site so the interior designer can come there to confirm the selections. 10/13/15: There was confusion on the available patterns for the clip-system stone veneer. This is being cleared up. The large samples of the exterior siding and the Clubhouse interior finishes are being pursued. 10/19/15: Obtaining the clip system samples is ongoing. The Clubhouse finish samples are on site except for the glass backsplash. GF is having difficulty connecting with the supplier. GF is requesting assistance or approval to pursue other similar material. We requested that all the locations for the finishes be listed out as a submittal to confirm what will be provided. I� 0 09/15/15-02: The building phase sequence is being revised due to the time needed to surcharge the Building 2 and 4 areas. Building 3 is the next building for construction following Building 1. Then Building 2 and then Building 4 will occur. The phase drawing will be revised to reflect this. 09/22/15: The actual schedule of the buildings will gs be determined when the surcharging of Buildings 2 and 4 areas is acceptable. Revisions of the schedule and phasing will be provided then. 09/29/15: Reviewed the monitoring reports. There is some settlement occurring. 10/06/15: Waiting on new readings. 10/13/15: Same. 10/19/15: It appears to be leveling out. Additional readings needed to confirm the trend. 5 0 09/22/15-02: Currently the field reports and special inspection reports from the testing agency are copied to the building department. We reviewed whether any additional inspections or observations were needed. The MA State inspections form referenced in the specifications was developed for extremely large or unique projects not common) undertaken. It is not intended to be initiated for project p J Y p J like Berry Farms. The reviews listed in the form are requested at the discretion of the building official. This was previously reviewed with the building official and no direction was provided then or during permitting. JO requested the email correspondence regarding this matter. It was been provided subsequent to this meeting. JO will consider if further review is needed. Regardless of whether the MA State inspection form is initiated, this report and the reports of the testing agency are satisfying the relevant review items listed in the form. 09/29/15: Same. 10/06/15: Same. 10/13/15: Same. ; 10/19/15: Same. The standard affidavits may be adequate. ' 0 09/29/15-01: GF asked for the status of RFI #13. He indicated additional rebar was added. We will follow up on this RFI. 10/06/15: It is under review with the structural engineer. 10/13/15: Same. 10/19/15: Answer provided. ITEM CLOSED. 0 09/29/15-04: We reviewed the camera system. Each building will have a switch in the electrical room where the cameras will connect. All the components shown on the drawings are to be provided. The monitoring and recording components will be in the Clubhouse. The Owner will figure out how to connect them together. The Owner will have the connection from each building connect to the Clubhouse through the internet. Should there be a credit for the cable running from the Clubhouse to each building? 10/06/15: The cable between the buildings should remain in the project. A PCO was presented regarding the components. This was supposed to be included in the project. All will review for resolution. 10/13/15: The components in the PCO may not all be needed. The IT person for Dolben will review the system to confirm it will work with the proposed connection system. After that the costs will be revisited. 10/19/15: Same. 0 10/06/15-01: Some additional PCOs were presented. The asbestos abatement credit will just be added to the allowance. The PCO for door hardware, which mostly includes the deduct for deleting the Bright Blue system, will be reviewed by JO. We questioned why there were added costs listed in the back up? A PCO to add a 6 I door from the Mech/Elec room as presented. We question why this was added to the project? 10/13/15: We confirmed that the weather stripping for the Clubhouse door 14, at the exercise room, should have been included since they were listed it the specifications. The PCO to add Mech/Elec room was retracted after further review of the information that it isn't required. 10/19/15: GF requested a revised proposal from Jackson Lumber. 0 10/06/15-02: We reviewed the HC shower. The size will require a wider rough opening. We reviewed the Sterling HC shower that will coordinate with the Sterling fixtures in the standard units. This requires a wider rough opening also. JO would like the Sterling fixture if it can work. We will review possibilities and coordinate with GF. 10/13/15: The 63" for the Sterling fixture is being reviewed with the unit layouts for adjustments to accommodate it. 10/19/15: DMW is reviewing this with the Owner. 0 10/13/15-01: GF asked why the electrical devices submittal was marked Revise And Resubmit based on comments that Decora devices shall be provided. He indicated Decora are indicated in the submittal. After further review of the submittal there are some items that weren't marked or wasn't clear that Decora will be provided. 10/19/15: the submittal was returned with review comments. ITEM CLOSED. 0 10/13/15-02: We will check why heat trace was noted for the water lines into the Clubhouse. 10/19/15: The engineer recommends leaving it after review of the situation. There was ambivalence on whether to remove it so, it was decided to leave it in. We will get a sketch for providing electrical power to it. NEW BUSINESS j 0 10/19/15-01: We verified that ASI 04, indicating to raise the drains for the garage, was received. This was issued in error. The ASI will be retracted. ITEM CLOSED. 0 10/19/15-02: We reviewed the alternative method for detailing the framing on the outer two sides of the decks. We are considering changing to all PT framing lumber and delete the flashing. The trim would be applied and moisture would be allowed to escape through the open edges of the trim. JO would like this considered. We will review further and provide direction. 7 0 The next requisition site meeting will be on Tuesday, October 27TH at 12:OOPM. I will be late to this meeting due to the earlier meeting time. 0 The following site meeting will be on Tuesday, November 3RD, 2015 at 1:OOPM 0 The following site meeting will be on Tuesday, November 10TH at 1:OOPM. 0 The following site meeting will be on Tuesday, November 17TH, 2015 at 1:OOPM 0 The following requisition site meeting will be on Tuesday, November 24TH at 1:OOPM. Signed: • Robert A. Schaefer, AIA, LEED AP BD+C Copies To: Agents, Finance Representative, Contractor, Building Inspector. This report is intended to be a record of items discussed, resolutions to concerns and decisions made as of the date of the report. If any portion of this report is inaccurate or has changed bring it to the attention of the Architect and a correction will be issued to all parties concerned. i 8 BUILDING 1 0 Radon piping installation is complete. 0 Crushed stone installation is complete. 0 Preparations for pouring the slab-on-grade are in progress. 0 The slab-on-grade installation began and was stopped after discovery of incorrect thicknesses. BUILDING 2 0 No new work observed. BUILDING 3 0 Footings installation is in progress. 0 Wall rebar installation is in progress. 0 Foundation wall installation is in progress. BUILDING 4 0 No new work observed. FIELD ISSUES 0 10/06/15-01: The sealing under the sill plates was reviewed. The bead of caulk may not have been adequate. Where voids are visible caulking should be provided to complete the sealing. 10/13/15: The gaps under the sill will be filled after the sill plates are bolted down and the walls are in place. Spray foam is acceptable for that with the wall framing in place. 10/19/15: This will occur after the walls are in place. The sill plates currently bolted down with have the nuts removed for wall placement. The sole plate of the wall panels will be bolted down together with the sill plates. 0 10/19/15-01: The pouring of the slab-on-grade for Building 1 started today but, was stopped soon after. It was discovered that the thickness due to the under slab material placement varied from approximately 1" thick to 7" thick. This is unacceptable. The concrete that was thin was removed. An acceptable portion remained and was finished properly. The installation is being rescheduled along with the related work. 0 10/19/15-02: We noticed that the detail under the building entry doors was prepared incorrectly. The slab didn't allow for the isolation joint under the threshold. We reviewed this with JG and is now understood. We requested for JG to look over the various details before each concrete pour to make sure the details are being followed. We requested that the detail under the entry doors for Building 3 be verified. 2 DAVID M. WHITE, ARCHITECT 54 Codd farm road p.o. box 817 new london, n.h.03257 603-763-1335 FIELD REPORT TO: North Andover Holdings, LLC 231 Sutton Street, Suite 1 B North Andover, MA 01845 Date: 19 October 2015 Project: Berry Farms Location: Berry Street North Andover, MA j Contractor: Pilot Construction Inc. Owner: North Andover Holdings, LLC Weather: Mostly Sunny Temp. 460 at 1:OOPM Present at Site: ❑ Drew Dolben; The Dolben Company ® Joe Dolben; The Dolben Company ® John O'Connor; The Dolben Company (JO) ® Marc Rothberg; The Dolben Company (MR) ® Alex Loth; Minco Corporation (AL) ❑ Eric Loth; Minco Corporation ❑ David White; David M. White, Architect (DMW) ❑ Nick Pauling; GPR, Inc. ® Gerald Fransen; Pilot Construction, Inc. (GF) ® Joe Gruffrida; Pilot Construction, Inc. (JG) ❑ Steve Wood; Pilot Construction, Inc. (SW) I I This field report shall be read and followed from beginning to end. There are items and clarifications added that may not have been discussed during the site visit. This report focuses on the architectural, structural, mechanical and electrical items of the project. All site related questions or concerns should be directed to the Civil Engineer. WORK IN PROGRESS SITE WORK 0 Surcharging of Buildings 2 and 4 areas is in progress. 0 Stockpiling and general site work is in progress. CLUBHOUSE 0 Rigid insulation installation is nearly complete. 0 Underslab installations are in progress. studio j L The:exterior lighting for the bank signage will be,concealed linear strip LED fixtures V V, j as shown on drawings. No.gooseneck light will be at the bank space. ay t, parking Analysis architecture The previous tenant in the proposed bank space was Sprint Wireless (retail/service). The North Andover Zoning Bylaws Section 8.1 states that the parking requirement for Sprint would be 3.5 per ksf GFA, as categorized(other retail not otherwise listed above). According to section 8.1, Georgetown Bank would be categorized as (other business or office uses not otherwise listed above), because they will not have a drive- up, and would be required 3.0 per ksf GFA for parking spaces. Given that the proposed use requires less parking, we will exceed the requirements for parking set forth in the North Andover Zoining Bylaws. Chapter 3—Use & Occupancy Classification Previous Use Group: Mercantile (M)—Cellular Retail - Sprint Proposed Use Group: Business (B)—Georgetown Bank Chapter 5—General Building Heights & Areas Existing Area of Unit: 1,545 S.F. Proposed Area of Unit: 1,545 S.F. Occupant Load: 100 S.F. Per Occupant: 1,545/100 = 16 Chapter 6—Types of Construction Construction Type: 3A Chapter 8—Interior Finishes awl e Q All interior finishes will meet the standards set forth in chapter 8. I e &1 r�( I� Chapter 9—Fire Protection , 10 t� Je% The existing building is equipped with and automatic sprinkler system. The proposed Al work does require the alteration of the existing automatic fire sprinkler heads,to meet Cv 3s the proposed layout. Chapter 10 -Means of Egress The main existing egress components are of sufficient capacity for the building. Emergency egress signage and lighting will be provided per code. Chapter 11 -Accessibility All areas of the existing building are accessible. All new work performed within the work area will conform to the MA-AAB accessibility regulations 521 CMR. Chapter 13 -Energy Efficiency The proposed renovation will not affet the existing building envelope. COMMERCIAL • RESIDENTIAL 9 SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING sbudlo 1 Massachusetts Code Narrative: Georgetown Bank i Codes: International Building Code (IBC)2009 -with Massachusetts amendments International Existing Building Code 2015 architecture MA-AAB 521 CMR Vincent J.Sorrentino,AIA President Provided By: Vincent J. Sorrentino,AIA 90 Highland Street Studio S Architecture Stoughton,MA 02072 90 Highland Street 781.724.2127 Stoughton,MA 02072 Project Location: The Crossroads Plaza 550 Turnpike Street North Andover,MA (Single unit of rental space in existing plaza) Client: Georgetown Bank Proiect Summary The existing space consists of a single story with an approximate area of 1,545 square feet. The proposed renovation will consist of modifications to the existing interior layout. The demolition will include interior walls, doors, and ceilings,as per the submitted plans. Construction work will consist of interior partitions, doors, interior finishes, lighting and all associated electrical, and life safety necessary in the designated areas as indicated on the submitted plans. We will also be constructing a new gable fagade at front exterior of our space per the submitted plans.All structural modifications are detailed and designed as shown in the structural drawings. The scope of work encompasses 100%of the 1,545 square feet of the space. There will be a change in use group from (M)Mercantile to (B)Business,which is permitted in the zone.Alterations&additions will be made to building systems and components per the submitted plans in the designated areas. Proposed work is classified as Alterations-Level 3. Exterior Narrative The exterior design & construction will consist of bumping out the existing 6'-0"tall MDO band 12"from the existing face to break up the linear fagade at the bank space. We will also be constructing a new wood framed gable dormer the width of the bank space which will be over framed on existing roof as detailed in the structural drawings. At the top of the new gable dormer will be a wood framed cupola with windows on 3 sides. Only the front window will be clear to allow illumination at night. The 2 side windows will be blacked out. The cupola is designed to replace the existing dormer that will be removed. COMMERCIAL • RESIDENTIAL • SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING 4 t f studio The exterior lighting for the bank signage will be concealed linear strip LED fixtures 'Alj as shown on drawings.No gooseneck light will be at the bank space. Parking Analysis architecture The previous tenant in the proposed bank space was Sprint Wireless (retaiUservice). The North Andover Zoning Bylaws Section 8.1 states that the parking requirement for Sprint would be 3.5 per ksf GFA, as categorized(other retail not otherwise listed above).According to section 8.1, Georgetown Bank would be categorized as (other business or office uses not otherwise listed above),because they will not have a drive- up, and would be required 3.0 per ksf GFA for parking spaces. Given that the proposed use requires less parking,we will exceed the requirements for parking set forth in the North Andover Zoining Bylaws. Chapter 3—Use& Occupancy Classification Previous Use Group: Mercantile(M)—Cellular Retail - Sprint Proposed Use Group: Business(B)—Georgetown Bank Chapter 5—General Building Heights&Areas Existing Area of Unit: 1,545 S.F. Proposed Area of Unit: 1,545 S.F. Occupant Load: 100 S.F.Per Occupant: 1,545/100=16 Chapter 6—Types of Construction Construction Type: 3A Chapter 8—Interior Finishes All interior finishes will meet the standards set forth in chapter 8. Chapter 9—Fire Protection The existing building is equipped with and automatic sprinkler system. The proposed work does require the alteration of the existing automatic fire sprinkler heads to meet the proposed layout. Chapter 10-Means of Egress The main existing egress components are of sufficient capacity for the building. Emergency egress signage and lighting will be provided per code. Chapter 11 -Accessibility All areas of the existing building are accessible. All new work performed within the work area will conform to the MA-AAB accessibility regulations 521 CMR. Chapter 13-Energy Efficiency The proposed renovation will not affet the existing building envelope. COMMERCIAL • RESIDENTIAL 9 SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING i studio r Chapter 16—Structural Design The existing building is constructed of a steel frame with wood stud exterior wall infill. The roof is constructed of metal bar joists and metal decking.No structural elements will be modified during the alteration of the spaces indicated. A new wood architecture framed gable structure will be over-framed at entry area of the proposed space which is indicated in the construction plans.All structural work will be done to meet code. Chapter 27-Electrical All new electrical work within the proposed space shall comply with the IBC 2009 chapter 27 with MA amendments. The existing electrical service into the building& into the tenant space will remain existing. Chapter 28—Mechanical Existing mechanical modifications&new mechanical work within the work area shall be properly balanced and comply with the IBC 2009 chapter 28 with MA amendments. Chapter 29—Plumbing All modifications to existing as well as new plumbing&plumbing fixtures will be in conformance with the IBC 2009 chapter 29 with MA amendments. Very truly yours, ry O O Id N dJ gl � � Vincent J. Sorrentino,AIA President, Studio S Architecture i COMMERCIAL • RESIDENTIAL • SPACE PLANNING • INTERIOR DESIGN • ARCHITECTURAL RENDERING • CONSULTING f � I Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 485,243.00 m $ - $ 5,822.92 Plumbing Fee $ 727.86 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 727.86 Total fees collected $ 7,378.65 550 Turnpike Street 565-2016 on 11/5/2015 Tenant Fit Up Georgetown Bank i i I a 0 o ° Sol o U complete business space solutions Q designNmMfurnish® QCOMPLETED PHASE ONE PROJECT STUDY ESTIMATE OF PROBABLE COSTS FOR GEORGETOWN BANK D550 TURNPIKE STREET NORTH ANDOVER, MA D August 14, 2015 � Za SUBMITTED TO aFrederick H. Weismann Georgetown Bank 2 East Main Street Georgetown, MA, 01833 W SOLIDUS DBLOOMFIELD OFFICE 1280 Blue Hills Avenue Bloomfield, CT 06002 D T: 860.257.4900 _ www.gosolidus.com JEstimate i t i i r I i C� C� C 3 C. ..3 C 3 C ..3 Cv-3 C-73 C-_3 C .3 C- I C 3 C--.3 E-3 CLI C @solidus. Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish® Andover, Mass www.gosolidus.com aAugust 14, 2015 Project Size: 1,560 SF Project Snap Shot a a Solidus Estimated Project Cost: $4855243 Solidus Estimated Completion Date: N/A 0 a � W COM�mKs 45 SF 48 SF a O35F 11 5F 395E I 713 SK 1,75E >e� 38 SF i VJBrY Ramon )) 134 SF Vwblk Ld*y Mt ATY �p f�8�u; YntRule SF aPage 1 of 16 August 14, 2015 @solidus. acomplete business space solutions Frederick H. Weismann Georgetown Bank designbuildfurnish a 2 East Main Street Georgetown, MA 01833-2006 Re: Letter for approval to proceed to Phase 2 New Branch Fit-Out 550 Turnpike Street Andover, Mass Dear Frederick, Solidus has completed Phase 1 (Project Study) of your above-referenced project. Documents include but are not limited to the Estimate of Probable Costs, Schematic Design and Estimated Project Schedule. The Solidus portion of the estimated project cost is $485,242 and the Total estimated project cost is $549,243. Please refer to the attached Project Cost Summary page for the breakdown. !I Upon receipt of your signed authorization to proceed below, Solidus will release our designbuildfurnisV team to proceed with the engineer and architectural documents for Phase 2 (Project Development) of our deliverable process. aUpon completion of these documents, Solidus will generate a final proposal to perform the construction by putting the project out to bid on your behalf. This proposal will include the Construction Documents indicated above, your Guaranteed Price for construction and an updated Guaranteed Project Schedule. The fees associated with providing you these deliverables are: ' a Interior Design, Architectural & Engineering Fees: $35,200.00 At your earliest convenience, please sign and return this letter along with a 30% deposit check for ten thousand five hundred sixty dollars ($10,560.00) and mail to the attention of Matt Fontana, aCFO. The balance for these fees is due at the completion of the above deliverables. If you find this proposal acceptable, we can begin immediately. aBest regards, a Courtney Grove Approved Executive Vice President Georgetown Bank (603) 734-5360 Page 2 of 16 � a 0 ' @solidus. Georgetown Bank 1280 Blue Hills Avenue 0Bloomfield,CT 06002 complete business space solutions New Branch Fit-Out t:860.257.4900 550 Turnpike Street f:860.257.4899 deSlgribuildfUYnlSh® Andover, Mass www.gosolidus.com August 14, 2015 Project Size: 1,560 SF Estimate of Probable Costs 0 Division Description Cost per SF Total 01000 General Requirements 25.15 39,238 02000 Sitework& Demolition 5.00 7,800 03000 Concrete 2.38 3,719 04000 Masonry NIC 0 0.50.00_ Metals NIC 06000 Wood &Plastics 40.00 62,394 07000 Thermal & Moisture Protection 0.34 531 0 08000 Doors &Windows 7.60 11,853 09000 _ Finishes 42.79 66,752 10000 Specialties 19.23 30,000 11000 Equipment 0.82 1,275 0 12000 Furnishings 25.72 40,116 13000 _ _ Special Construction NIC 13900 Fire Suppression 2.24 3,500 0 14000 Conveying Systems NIC 15400 Plumbing 2.66 4,150 15700 HVAC 21.79 34,000 16000 Electrical 34.42 53,700 I 0 Trade Cost 230.15 359,026 I Item Description Rate Subtotal Cost Extension a). _ Building Permit 2.0% 7,181 366,207 b) Escalation - - 366,207 C) Payment& Performance Bond - - 366,207 Direct Cost 234.75 366,207 aItem Description Rate Subtotal Cost Extension d) Solidus Overhead 12.25% 43,981 410,188 e) G.M.P. "Builder at Risk" 2.0% 8,204 418,391 0. Liability Insurance 1.0% 4,184 422,575 g) Construction Earnings (Profit) 6.5% 27,467 450,043 h Sales Tax on Services - - 450,043 Construction Cost 288.49 450,043 0 � 0 Page 3 of 16 0 a Ql0S O l I d u S® Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish® Andover, Mass www.gosolidus.com aAugust 14, 2015 Project Size: 1,560 SF Estimate of Probable Costs a Item Architectural, Engineering &Consultant Fees Total a i) Architectural Fees 27,000 j) Interior Design Fees 1,700 k) Structural Engineering Fees - I MEP Engineering Fees 6,500 Architectural, Engineering&Consultant Fees 35,200 O Item Other Solidus Miscellaneous Costs Total M) Office Furniture - n) Move Services - 0 o Signage Allowance Solidus Miscellaneous Costs OSolidus Estimated Project Cost 485,243 a a a a a a a a OPage 4 of 16 U I, @solidus. Georgetown Bank 1280 Blue Hills Avenue Bloomfield,CT 06002 complete business space solutions New Branch Fit-Out t:860657.,CT 550 Turnpike Street f:860.257.4899 900 designbuildfurnish� Andover, Mass www.gosolidus.com aAugust 14, 2015 Project Size: 1,560 SF Estimate of Probable Costs - Project Cost Summary a OSolidus Estimated Project Cost 485,243 Item Client Carried Project Costs Total p). Office Furniture - q) Security&Surveillance 9,000 r) ATM & Night Deposit - Q s) Relocate Existing Equipment 5,000 t) Exterior Signage 10,000 U) Data Rack& Server - v TRC Machines 40,000 Estimated Client Carried Project Cost 64,000 O ESTIMATED TOTAL PROJECT COST 549,243 0 a Q a a n Page 5 of 16 a @c Georgetown Bank 1280 Blue Hills Avenue solidus. Bloomfield,CT 06002 complete business space solutions New Branch Fit-Out t:860.257.4900 desi nbuildurnish® 550 Turnpike Street f:860.257.4899 g f Andover, Mass www.gosolidus.com 0 August 14, 2015 Project Size: 1,560 SF Explanation of designbuildfurnish° Fees a Description Fee Solidus Overhead 12.257o Solidus Overhead is the cost of our doing business, which includes items such as: rent, salaries, utilities, property & casualty insurance, taxes, health insurance, furniture fixtures & equipment, vehicles, lease holds, maintenance, professional fees, marketing, office expenses, etc. This percentage is a fixed number, relayed to all clients and adjusted only when Solidus experiences a change in overhead costs. These costs are revisited every six months and, if required modified, (either up or down), at that time. Guaranteed Project Price "Solidus at Risk' 2.0% GPP "Solidus at Risk"is the cost to guarantee the project (building) price. Solidus becomes fully responsible for all project risks. If there are omissions and / or errors in the 0 specifications or construction documents, labor or vendor problems, material issues, schedule issues, or unknowns, Solidus will never issue a "Change Order" or"Modification to the Contract"for the scope of work as defined in the project documents. Liability Insurance 1.0% Insurance Coverage is for insurance liability coverage for construction and the furnishing of your project. Construction Earnings 6.570 aProfit is Solidus monetary surplus that remains after the deduction of wages, rent, cost of raw materials, etc. a a a a a aPage 6 of 16 0solidus. Georgetown Bank 1280 Blue Hills Avenue aBloomfield,CT 06002 complete business space solutions New Branch Fit-Out t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish' Andover, Mass www.gosolidus.com aAugust 14, 2015 aProject Size: 1,560 SF Explanation of designbuildfurnish° Fees The preceding fee schedule will be used in combination with our Bidders Response Table" exhibit that illustrates all net costs for each bidder and construction pricing division. We typically provide three bidders for each construction pricing division that is required for each project (i.e. electrical, HVAC, plumbing, millwork, etc.). Actual bid responses from the bidders are available at your request. You have the option of including any vendor you wish to participate in the bidding process as long as the bidder meets our aperformance requirements for the project. All professional fees including architecture, interior design, engineers, consultants etc. are passed through to you with no mark-ups (profit) and is shown "below the line" in the bidders response table. Also, your vendors, office furniture and move services are shown "below the line". OIf you have any questions, please do not hesitate to call. We are here to help and simplify your needs for architecture, interior design, construction aand furnishings for your facilities so you can focus on what really matters - your core business. The Solidus team is committed to making your business space work. a a � o 0 0 aPage 7 of 16 a @solidus. Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 desi nbuiltlf urnish® 550 Turnpike Street f:860.257.4899 g Andover, Mass www.gosolidus.com aAugust 14, 2015 Project Size: 1,560 SF o i w aGeneral Requirements Quantity Unit Unit Price Extension Final Cleaning Final Cleaning 11600 sf 0.75 $1,200 Trash Removal Dumpsters 4 ea 650.00 $2,600 Supervision Field Superintendent 320 mh 88.00 $28,-160 Project Manager Project Manager 80 mh 88.00 $7,040 Sales Tax $238 Total for General Requirements $39,238 Clarifications&Assumptions for General Requirements a 1. Tax is included as required. 2. Payment& performance bond is not included. 3. Building permit fees are included. 4. All work is estimated as normal business hours. a 5. Final cleaning is included within the budget. 6. Hazardous material testing &abatement are not included. 7. Architectural and MEP engineering fees are included. aI . o 1 oil a Demolition Quantity Unit Unit Price Extension Demolition Demo 120 mh 65.00 $7,800 Total for Demolition $7,800 Clarifications&Assumptions for Demolition 1. Demolition and debris removal is included as required. a a 0 Page 8 of 16 @solidus,, Georgetown Bank 1280 Blue Hills Avenue Bloomfield,CT 06002 complete business space solutions New Branch Fit-Out t:860.257.4900 desinbuilld urnish® 550 Turnpike Street f:860.257.4899 9 f Andover, Mass www.gosolidus.com 0 August 14, 2015 Project Size: 1,560 SF BORM000 Concrete Quantity Unit Unit Price Extension Structural Concrete 0 Saw Cut Slab& Patch Underground Plumbing $3,500 Sales Tax 6.3% 3,500 $219 O Total for Concrete $3,719 Clarifications&Assumptions for Concrete 1. Concrete slab cutting and patching is included as required for new underground plumbing. a . o 1 let Masonry Assume none. aClarifications&Assumptions for Masonry Assume none. Metals 0 Assume none. Clarifications&Assumptions for Metals Assume none. a a a aPage 9 of 16 @solidus. Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish° Andover, Mass www.gosolidus.com August 14, 2015 aProject Size: 1,560 SF e o O.M aWoods& Plastics Quantity Unit Unit Price Extension Millwork Sub a Stand Up and Sit Down Teller POD $19,000 Digital Display Surrounds 3 ea 4,500.00 $13,500 Rear Teller Counter& Base Cabinets 12 If 550.00 $6,600 Business Resource Center $6,800 [PAD Coffee Tech Counter $6,800 Lobby Check Desk $450 Kitchen Uppers & Lowers 9 If 325.00 $2,925 Work Room Uppers & Lowers 8 If 325.00 $2,600 Finish Trim Wood Base &Trim Allowance $3,500 Sales Tax 6.3% 3,500 $219 Total for Woods & Plastics $62,394 0 Clarifications&Assumptions for Woods&Plastics 1. Millwork is included as noted above including solid surface counters and wood veneer vertical surfaces. aKNEWW90 Thermal & Moisture Protection Quantity Unit Unit Price Extension Sealants &Caulking Fire Caulking $500 Sales Tax 6.3% 500 $31 Total for Thermal &Moisture Protection $531 Clarifications&Assumptions for Thermal& Moisture Protection 1. Sound batt insulation is included for all new interior partitions. a a a 0 aPage 10 of 16 a D@solidus. Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish® Andover, Mass www.gosolidus.com DAugust 14, 2015 Project Size: 1,560 SF Doors&Windows Quantity Unit Unit Price Extension Doors & Frames D Door Assemblies 4 ea 1,250.00 $5,000 Labor for Doors 16 mh 65.00 $1,040 Glass Glazing Sub $5,500 Sales Tax $313 Total for Doors&Windows $11,853 aClarifications&Assumptions for Doors&Windows 1. New interior door assemblies are included as shown on schematic drawings dated 7/27/2015. a 2. New aluminum storefront door assembly is included for interior ATM vestibule as shown on schematic drawings dated 7/27/2015. � a a 0 a a � a a aPage 11 of 16 @solidus. Georgetown Bank 1280 Blue Hills Avenue aBloomfield,CT 06002 complete business space solutions New Branch Fit-Out t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish® Andover, Mass www.gosolidus.com August 14, 2015 Project Size: 1,560 SF aFinishes Quantity Unit Unit Price Extension Metal Stud Framing: Interior Walls a 3-5/8" Stud 20 ga 3,840 If 0.65 $2,496 3-5/8"Track 20 ga 600 If 0.65 $390 Powder Actuated Fasteners 400 ea 0.45 $180 9/16" Framing Screws 1 box 50.00 $50 Material for Blocking $160_ 4 x 8 x 3/4" FT CDX 4 ea 45.00 $180 3 1/2"Unfaced Sound Batt 1,500 sf 0.32 $480 a 1/4" Hi-Flex SR 256 sf 0.65 $166 5/8" Sheetrock 6,000 sf 0.35 $2,1.0.0_ 1 1/4" Fine Thread Screws 1 box 80.00 $80 Joint Compound 20 ea 15.00 $_300 a Joint Tape 1 box 40.00 $40 Cornerbead 1 box 95.00 $95 Misc. Fasteners $350 a 3-5/8" Flex Track 4 ea 52.00 $208 Floor Treatment Resilient Flooring $4,608 Carpet Tile &Walk Off Matt $8,615 Acoustical Ceilings 15/16"Armstrong Main Runners 2 box 145.00 $290 D 15/16"Armstrong 4'Tee 2 box 145.00 $290 15/16"Armstrong 2'Tee 2 box 73.00 $146 15/16"Armstrong Wall Angle 3 box 145.00 $435 #12 Wire 1 bndl 45.00 $45 Ceiling Rivets 1 box 25.00 $25 Ceiling Clips 150 ea 0.30 $45 Ceiling Tile 1,240 sf 2.25 $2,790 Wood Ceilings Material Only 260 sf 35.00 $9,100 Ceiling Labor 80 mh 65.00 $5,200 Painting Sub Wall Finishes Interior $7,890 Labor Framing & Blocking 80 mh 65.00 $5,200 a Taping 112 mh 65.00 $7,280 Insulate& Sheetrock 64 mh 65.00 $4,160 Misc. Carpentry 32 mh 65.00 $2,080 Sales Tax $1,278 Total for Finishes $66,752 a Clarifications&Assumptions for Finishes 1. Wall finishes are included as follows; one coat of primer and two finish coats. No vinyl wallcovering is included. aPage 12 of 16 @solidus. Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 desi nbuildfUYniSh® 550 Turnpike Street f:860.257.4899 g Andover, Mass www.gosolidus.com August 14, 2015 aProject Size: 1,560 SF Clarifications&Assumptions for Finishes O 2. Floor finishes are included as follows;Walk off matt in vestibule. VCT in restrooms, lounge, storage and Tel/Data room. All other areas are carpet tile. 3. Ceiling finishes are included as follows;Armstrong wood ceiling is included as shown on schematic drawings dated 7/27/2015.Armstrong 15/16"white Prelude grid with Armstrong 584 Cirrus tile is included as shown on 0 schematic drawings dated 7/27/2 Alternates for Finishes O 1. Exterior work including framing, demo, structural engineering, architectural Add $65,952 design, structural steel, standing seam, roofing, cupola, lighting and materials. 0 Specialties Quantity Unit Unit Price Extension Miscellaneous Specialties Retail Communications & Branding Allowance $30,000 aTotal for Specialties $30,000 Clarifications&Assumptions for Specialties a1. An allowance is included for retail communications, digital and branding. INIMM19M Equipment Quantity Unit Unit Price Extension Kitchen Equipment 0 Under Counter Refrigerator $950 Microwave $250 Sales Tax 6.3% 1,200 $75 Total for Equipment $1,275 a Clarifications&Assumptions for Equipment 1. Lounge equipment is included as follows; new under counter ADA refrigerator and microwave. I � OPage 13 of 16 nosolidus. Georgetown Bank 1280 Blue Hills Avenue tJBloomfield,CT 06002 j complete business space solutions New Branch Fit-Out t:860.257.4900 550 Turnpike Street f:860.257.4899 designbuildfurnish® Andover, Mass www.gosolidus.com August 14, 2015 0 Project Size: 1,560 SF 06EMUM Furnishings Quantity Unit Unit Price Extension Window Treatment Window Treatments 1 allo __3,450.00 $3,450 Furniture&Accessories Architectural Partitions $36,450 DSales Tax 6.3% 3,450 $216 Total for Furnishings $40,116 DClarifications&Assumptions for Furnishings 1. New architectural partitions are included as shown on schematic drawings dated 7/27/2015. 2. We have included an allowance for new Sheerwave roller shades with fabric facias @ existing storefront. 0 Special Construction Assume none. Clarifications S Assumptions for Special Construction Assume none. o o it Fire Suppression Quantity Unit Unit Price Extension 0 Sprinklers Sprinklers $3,500 Total for Fire Suppression $3,500 Clarifications&Assumptions for Fire Suppression 1. Sprinkler work is included as follows; relocate existing sprinkler heads as required by local fire code. aConveying Systems Assume none. O Clarifications&Assumptions for Conveying Systems P Y 9 Y Assume none. Page 14 of 16 0 a Georgetown Bank 1280 Blue Hills Avenue @solidus ® Bloomfield,CT 06002 a complete business space solutions New Branch Fit-Out t:860.257.4900 urnis desi nbuildfh® 550 Turnpike Street f:860.257.4899 g Andover, Mass www.gosolidus.com August 14, 2015 aProject Size: 1,560 SF Plumbing Quantity Unit Unit Price Extension Plumbing Lounge Sink With Piping $3,800 Water To Coffee Maker $350 Total for Plumbing $4,150 OClarifications&Assumptions for Plumbing 1. Plumbing is included as follows; new ADA lounge sink, water to coffee station and all required piping. HVAC Quantity Unit Unit Price Extension HVAC Sub HVAC $26,500 aSplit Cooling @ It Closet Including Electrical $7,500 Total for HVAC $34,000 aClarifications&Assumptions for HVAC 1. HVAC is included as follows; rework existing ductwork for new office layout including new supply and return grilles. Air balancing is included. The existing air handling unit is to remain. One new split cooling system is 0 included for IT room. D o .1of aElectrical Quantity Unit Unit Price Extension Electrical Sub a Electrical Power&Wiring $34,700 Lighting Allowance $14,500 Voice & Data Wiring Voice and Data $4,500 Total for Electrical $53,700 Clarifications&Assumptions for Electrical 1. Electrical is included as follows; new lighting, new exit/emergency lighting, wiring as required, demo and exterior up lighting. The existing electrical panel is to remain. O I Page 15 of 16 D @solidus. Georgetown Bank 1280 Blue Hills Avenue complete business space solutions New Branch Fit-Out Bloomfield,CT 06002t:860.257.4900 desi nbuild{urnish® 550 Turnpike Street f:860.257.4899 g J Andover, Mass www.gosolidus.com D August 14, 2015 DProject Size: 1,560 SF Summary of Estimate Alternates Alternates for Finishes 1. Exterior work including framing, demo, structural engineering, architectural Add$65,952 design, structural steel, standing seam, roofing, cupola, lighting and materials. D D D D D D D D D D D D DPage 16 of 16 JDrawings i i I I s E-- ] C- J C 3 C__J C-3 c:.__] E- 1 C-13 C—J C-7 C�_7 C-73 I D studio D t �I . 1 ALL EXISTING FLOORINGTO BE REMOVED ` - / orchitecture t 781-724-2127 90 highland street Stoughton, mo 02072 _ J EXIST WALL TOl rureRlu senr oc . RE REMOVED . srww s ulcHrt[cnnE rtc a EXISTING EGRESS DOOR N TO REMAIN y ^S O f I d u se KITCHENETTER V/'/ L VPPER 4 LOWER CABS - _ EXISTING TILE MOOR - complete business Space Solutions V.C.REF AND MICRO ABOVE TO BE REMOVED EXISTCEI + MIN ,.. ._. - ._. _ ...... _ ... ......_._ LIGHTING TI H NO EREMO 1 THROUGHOUT REMOVE EXIST ELEC PANEL W/NEW MILLWORK — 45 n _ woman n . D _ _ t ENCLOSURE conference - F 102 SF 1 VA-ft BOARD I \� D - ... _... .. ...... ....... ......_. ..._ ... Descriptio Date \� F � �� I ��-` � � NEW VCT FLOORING F e. _ - ! THROUGHOUT BACK t No. n _. c0((Id0( AREAS T-T 71W j" I �c 1 Phase Pricing 7.27.15 y 150$F Ir - n Existing Floor Plan D RELOCATED DESKS Storage' BUSINESS RECOURCE +� I� t ice Office j 26$F CENTER MILLWORK _J I r'^, NEW CARPET THROUGHOUT — �13 SF 111 SF I ` I SERVER RACK I � I I -- I I �Z% : I 1 __.. I/Data - TZ S7ATIC DISSIP VE S SF VCT FLOORING ATI 1 .. J -3112 RECESSED GABLE ROOFING STANDING SEAM METAL 'GREEN"STAND 4' SOFFITLIGH7ING ' — EXIST DORMER WINDOW TREATMENT 'yrs{ rnim DISMAY 1 SLIDING DOORS ~� - _ VCi FLOORING GNEW ABLE ROOF ( EXISTING NEW PRE-1A1 a ® V D ` -s.d.. VY•11 5LREEN L, MARKETING GRAPHIC DIRTT WALL SYSTEM ,- j WALL W/WOOD VENEER _ ! RELOCATED CASH BANK LOGO 1t'-O'FffGH •--'- m VAULT ��- eo et WORKCOUNTERd t`�<`�az� - I __ f2{5 BASE CABINETSAREAJ TOR c l�� I Room - ''` r� / -COFFEE I f NEW SHINGLE ROOFING MACHINE + TO MATCH EXISTING DISMAY W, Work F _ _ ,j r 134 _, WORK COUNTER RS MEW 5TAL SHED SEAM SCREEN BASE 4 UPPER CABS METAL SHED ROOF I F ' OR GRA VERTICAL Interior& Exterior DISMAY �i�. IPAD/TECHR'I __ RELOCATED EXTERIOR DE SCREEN ` �V \/) COUNTER I j I ATM MACHINE WOOD5IDING Renovation 1 /�i� ; - a _ STANDUP i I NIGHT pEPOSITORY SIT DOWN TELLER I TELLER 3---- s STATION @30"AFF �' \\ m �J CHECK DESK---►.,�/: _ _ _ TRIM TO BE j j.j�' WALKOFFMAT PAINTEDTOMATCH ,r ,. BANK SIGNAGE II(�'�II i WAITING EXI5T `T'+ s Public Lobby _ AREA 24H(ATM ATM WALL GRAPHIC NEW 12"BUMPOUT ® W.r'r RECESSED UPLIGHTING 550 Turnpike Street -----_.._. .... ._ ..� , _ _ ._... .__....__ - _._ /// _.__._. 1 5330 SF /VeStil)ule .' SURROUND FROM EXIST FACE FC.p SIGNAGE North Andover,Massachusetts DOUBLE ARMSTRONG 1 _—/ 6S SF- AXIOM TRIM SOFFIT i PQSTORIC GRAPHIC I L -- CHECK DESK .- - - ABOVE W/ NEW COLUMN . WOODWORKS CL6 1 .. __ __ __ __ TO MATCH EXIST TILES__ ..... „_ _ .., _-_. Schematic Design _ Plans a \ NEW COLUMNHMST TO b { - EXIST aLUM STCxEEFROM MATCH EXIST — TO REMAIN 1 Nlanbe 7271 1[ Pro ea r 2015-024 - - d[01 T { ill - -- 5 r... DL Dn By vis Checked By vis - Pro osed Floor Plan r1 Schematic Design Elevatlon SD1 .0 Scale As indicated M NM w.�%MEas�NSan.rE _-. .�--� ��- - - _ - -- - - — - � _ _ �. �. - ---- - - a_ - I O O D O d Ld UC��� U � U � C� C� C� C� �� EXISTING EGRESS DOOR TO REMAIN sbudio a 0solidus. KITCHENETTER WITH complete business space solutions I UPPER 6 LOWER CABS n ' U.C.REF AND MICRO ABOVE " 54"MIN 1, hit, arc ect,ure . o , EXIST ELEC PANEL W/NEW !.. _ - - - ENCLWORK -MenWomen LOSURE Conference 45 SFS 102 SF _ f , b WHITE BOARD . . mZ _ T C 1 T,H OU HO OOB NG I i. _.. AREASG L- TCK - ne" -- ! Corrido Z a I - r- - -L RELOCATED DESKS SWARe a ' Office Office11 126 SF-r BUSINESS RECOURCE - CENTER MILLWORK I i i 113 SF 111 SF NEW CARPET THROUGHOUT SERVER RACK • TeI/Da --.. ... STATIC DISSIPATIVE 11 28` VCT FLOORING I 4'-3 1/2" �. I r I SLIDING DOORS DISPLAY __ __ VCT FLOORING L _ SCREEN L_, MARKETING GRAPHIC DZRTTWALL SYSTEM a i WALL W/WOOD VENEER r-__- T Z 4/ - RELOCATED CASH ' 11'-0"HI6H 1 1 - g VAULT WORK COUNTER& BASE CABINETS TCR COFFEE I I . MACHINE AREA i Work Room ._ I r i � � 134 SFj I r DISPLAY �, _I _ WORK COUNTER W/ _ ! 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NEW COLUMN TO b MATCH EXIST o 0 o o � a gsolid.us, a cample�b.i—space whin 1 designbu4ldfurnish` a , 2018 ION NOV DEC JAN 09 - 16 123 130 107 114 121 8 1 o2620 Presentation of Phase 2630 Client Review &Approval to Proceed to F a 2640 Design Development a _ a2650 Construction Documents a2660 Bidding/Permitting 2670 Presentation of Phase II 0 2680 Client Review &Approval to Proceed to Fproval to Proceed to Phase Iii a a2690 Construction Administration m Administration a 2700 Construction IF construction 0 i n Start date 14AUG15 0 Early bar �J Finish date 18DEC15 Data date 14AUG15 ♦ Early start point a Run date 12AUG15 ♦ Early finish point Page number 1A Progress bar a © Primavera Systems, Inc. ® Finish milestone point JSchedule f i A C l C J C 7 C 7 C 7 C J C 3 C .J C J C J C J C J C l C J C J