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Home My WebLink AboutBuilding Permit #439 - 120 WATER STREET 12/19/2007 ' OORTFt BUILDING PERMIT '-•. oF�t�ao ,6�ti TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received ��SSACHUS Date Issued: - O 'f IMPORTANT:Applicant must complete all items on this page r v.. N r t Tl 5 PROPFRTYtt01VNER- 1 +PIn _ PARCEL011�7GSTRICT i�sorac��s#nc# k des oto _, ..: IachrneYSfiop Vilage des os TYPE OF IMPROVEMENT PROPOSED USE —Residential Non- Residential New Building - One family Addition Two or more family industrial Alteration No. of units: O Commercial Repair, replacement Assessory Bldg Others: Demolition Other e a#ic , e11 � �� loot tarn etlar�r Q ` Watershed Distr c# ,_ DESCRIPTION OF WORK TO BE PREFORMED: ` t V-a O►-1 fit= %y V J N- �+�? O ` V �S S 11�cs�...;'t w L� �W��1 rN 4•. �l l�,�i S +Pt C. k ANA Q �-�-+, .� � '(� P(�y•cy,�L �S � Q�..t9 is N t iN�-- Identification Please Type or Print Clearly) OWNER: Name:_(Z.C-(Sr- N io Ks,r V:24,�o 21Jc�,-kAAkk Phone:l-3 tZ -(,I LI Address: l"`- J�v,�.�o� �Gv,�.�`� O Zt 3 }' ,a - w y:.� ^-s; �, ' � .,. ;:x�3c.e-" E CONT A, 1CTOFt Name + 4� Address Srapert7�soa''s Cons#ruoJceneEp ARCHITECT/ENGINEER kAv4vcP% ` ss AGN �W� Phone: bo = S-9 T— 9 C� �Z-- ! �7-: o, Address:Z%',mS 1-121 Z1 T Vi 4 "N"rfi6g. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ O - 2 - kx FEE: $ C ; � 13 h n Check No.: CC) Receipt No.: �% NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agen#/ cae� `-: ' Signature of.contactor { ,, 1- ' Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales _Private(septic tank,etc. Permanent Dumpster on Site THE.FOLLOWING SECTIONS-FOR OFFICE USE?ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED LANNING & D ELOPMENT I?Z�2 COMM S IJr;its/''Gsrr'4 rS;w, poJ ftV 13b DATE REJECTED DATE APPROVED CONSERVATION COMMENTS • DATE REJECTED DATE APPROVED HEALTH ' •- '_ € . ! CO,'MMENTS � s . , f 1. .. ' i + `•.. " Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board llecision: Comments Conservation Decision: ; Comments- Water omments Water & Sewer Connection/signature& Date 2A Driveway Permit , Located at 384 Osgood Street r Z,/Z:a 1 7 /z-IZ—O 7 FIRE DEPARTMENT Temp Dumps#er on si#e z ye no Located at 124 Mam StreeADt F1re�epartrnentsigraatute/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: k ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No I DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 2 1 A—F and G min.$100-$1000 fine i NOTES and DATA— (For department use ❑ Notified for pickup - Date i i I Doc.Building Permit Revised 2007 l 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 ❑' 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 ❑ Engineering Affidavits for Engineered products NOTE: 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/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: 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 Sprinkler Plan And Hydraulic Calculations (If Applicable) 1 ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location No. Date 9"l ' _ 14O^TM TOWN OF NORTH ANDOVER 41 9 Certificate of Occupancy $ s4CN t Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 2 �� 20870 Building Inspector Location - v No. -Z713 9 — 1/3 Date X9 -,;Z�i p °RTM o� TOWN OF NORTH ANDOVER rw ...o .•,1'C r ►l+ : _ Certificate of Occupancy $ �� '�S••• Eta' Building/Frame Permit Fee $ JwCHUs Foundation Permit Fee $ z Other Permit Fee $ y TOTAL Check03,FV u�3 # _ a 21771 k �f Building Inspector i f• t 0MD oTM r a ► SS4CNU`+d< CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER. Building Permit Number 439 12/19/071 Date: December 23. 200$ THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit #3001 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 '4 Building Inspector x n 1 ti I I r t cNosr:,y A M �SSCNUS� CERTIFICATE OF USE & OCCUPANCY 'SOWN OF NORTH ANDOVER Building Permit Number 439 12/19/07) Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit #3002 MAY BE OCCUPIED AS _Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Milts LLC 17 Ivaloo Street Somerville MA 02143 Building Inspector i M°eTM 'SscNugt`� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 439 12/19/071 Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1.20 Water Street Unit 93003 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building Inspector R � �Sswtw � CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER. Building Permit Number 439 12/19/07) Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit#3004 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building Inspector t 01 UORTy 1 S�ACNU9Qt CERTIFICATE OF USE & OCCUPANCY TOWN OF NOR'T'H ANDOVER Building Permit Number 439 12/19/07) Date: December 23,2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit #3005 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North No Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building Inspector 01 NanTN 1 �ssACNUs�� CERTIFICATE OF USE & OCCUPANCY TORN OF NORTH ANDOVER Building Permit Number 439 1.2/19/07) Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street.Unit #3006 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building Inspector 01 N011T11 4 sSc�et CERTIFICATE OF USE & OCCUPANCY TOWN GF NORTH A.NDOVFR Building Permit Number 439 12/19/07) Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit #3007 MAY BE OCCUPIED AS Residential Multidwelling Unit 'IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building Inspector 4 O,NOPTp�Q ti K S [NIMt< CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER ER Building Permit Number 439 12/19/07) Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit #3008 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building 9spector �Ssc sit CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 439 12/19/07) Date: _December 23. 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water Street Unit #3009 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building Insp for O • � �b++ne p4'b SSACNUOet CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 439 12/19/07) Date: December 23, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 120 Water. Street Unit #3010 MAY BE OCCUPIED AS Residential Multidwelling Unit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to; RCG North Andover Mills LLC 17 Ivaloo Street Somerville MA 02143 Building lidspector t NORTH '9 ?oVVn of ` , Andover No. dower, Mass., _11, CoCMICKEWICK V 7d ERATE D P'P�\ �� S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT.......( -.-czs'........ I....... f. k. ....... BUILDING INSPECTOR.......................................... Foun ion has permission to erect........................................ buildings on . ...... .Ct ...s' .. ...................:................... ough ► (r� r,. 1/ �� i• O 2 �. .S 1�. L I s ney r to be occupied as...co..A...-w..............3..k.A.....\......o .............�....�...........vo.. ...........!4...........b, j*lrk...... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final �/f 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. , i-�-er 1 A Al ;14e-fJJ.4 I" /PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Vaids this Permit. f oug c� ' q1 3 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STARTSRug_ e9zl,�vz, .................... Service BUILDIN PECTOR final y� 3 F 0 5A� Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises e Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. ` NORTH q TO" of A o y �` dover, Mass., �o�• 'l �i " a ' I� COCHICMEWICK V 7�AORATED P' S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.......��C. ........N ..�Vl.� ............�,�-...... Q✓.�r.. -.....1/�►.. ��.......................................... Foundation has permission to erect........................................ buildings on..eo.....to.Ct..............s�..-....................................... Rough to be occupied as...CR..!1. .✓..�..! ......s.!.-A. .�,:..io..gon.......1..� .....:...to.. INL......11:I,0 .... ... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final 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. ee& 5jA- Pf A,,) A PP'_c1J.q 1_...., PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final 03 3 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STARTS Rough Service BUILDIN PECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. i p Overlook Associates LLC December 6, 2007 Mr. Peter Kaplan Project Manager RCG, LLC 17 Ivaloo Street Suite 100 Somerville,MA 02143 Dear Peter: This letter is to confirm that the provisions of 780 CMR 3409.0 govern buildings and structures which are legally designated as historic buildings. These provisions preempt all other regulations of 780 CMR, the Commonwealth of Massachusetts State Building Code. Section 3409.IA of 780 CMR defines"historic buildings" or structures to include those which are evaluated by the Massachusetts Historical Commission to be contributing buildings within a National Register or State Register District. The buildings of the Davis and Furber Machine Company are specifically identified as the physical core of the Machine Shop Village National Register District in the National Register nomination dated August 24, 1982. Section 3409.3.11 deals specifically with Energy Conservation and states that partially preserved buildings are exempt from the energy requirements of 780 CMR 13 and the energy requirements of 780 CMR 36, except for additions. "Partially preserved buildings" include any building or structure certified as a historic building by the Massachusetts Historical Commission and not designated as a totally preserved building. A"totally preserved building" is one whose principal use is as an exhibit of the building or structure itself which is open to the public at least 12 days per year and is listed in Appendix H of 780 CMR. Totally preserved buildings, which do not include the Davis and Furber Building, are specifically enumerated in Appendix H of 780 CMR. Because the buildings of the East Mill project in North Andover qualify as "partially preserved buildings"by virtue of their designation as "historic buildings"by the Massachusetts Historical Commission, they are exempt from the energy requirements of 780 CMR 13 and 780 CMR 36, as applicable. Yours truly,Axz--�` 4- Frederick Frederick H. Phillips 14 Lynde Street Salem, Massachusetts 01970-3404 - Telephone: 978.744.0311 Facsimile: 978.744.1319 . 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE classified as Seismic Hazard Category 1 (see any building or structure certified as a 780 CMR 3408.5.4 and Table 3408.1), shall not historic building by the Massachusetts require evaluation of liquefaction potential or Historical(Commission/t and not designated compliance with 780 CMR 1805.3. a totally preserved building in Appendix H. 5. Existing buildings with structurally attached additions which meet the requirements of Restoration: Restoration is the process of 780 CMR 3408.4.3.2, item 2, and which are accurately reconstructing or repairing the classified as Seismic Hazard Category I or 2, forms and details of a building or structure or shall comply with the requirements of 780 CMR portion thereof as it appeared at a particular 1805.3,except that the blow count scale in Figure period or periods of time by means of. 1805.3 may be multiplied by the appropriate removal of later work/or the replacement of reduction factor from Figure 3408.1. missing original work 6. Existing buildings with structurally attached additions which meet the requirements of Totally preserved buildings: A totally 780 CMR 3408.4.3.2,item 3, shall comply with preserved building is an historic building or the requirements of 780 CMR 1805.3. structure. The principal use of such a building or structure must be as an exhibit of 780 CMR 3409.0 HISTORIC BUILDINGS the building or the structure itself which is open to the public not less than 12 days per 3409.1 Scope: The provisions of 780 CMR 3409.0 year,although additional uses,original and/ shall govem all buildings and structures in the or ancillary to the principal use shall be Commonwealth which are legally designated as permitted within the same building up to historic buildings. 780 CMR 3409.0 shall preempt maximum of 40% of the gross floor area. all other regulations of 780 CMR governing the Totally preserved buildings shall be those reconstruction alterations change of use and listed in Appendix H. All entries into the occupancy, repairs maintenance and additions for totally preserved building list shall be the conformity of historic buildings and strictures to certified by the Massachusetts Historical 780 CMR,with the exception of 780 CMR 122.0 for Commission. The Board of Building appeals, or unless otherwise specified (see Regulations and Standards shall ratify all Appendix H). There is no obligation for owners of buildings or structures certified by the historic properties to apply for 780 CMR 3409.0. Massachusetts Historical Commission to qualify for totally preserved listing (See 3409.1.1 Key Definitions: The following five Appendix H). definitions are found in 780 CMR 3401.1,but are also presented here as such definitions form a 3409.2 Totally preserved buildings: significant portion of 780 CMR 3409. 3409.2.1 State Building Code exceptions: A Historic buildings: (a)Any building or structure totally preserved building shall be subject to the individually listed on the National Register of following exceptions: Historic Places or(b)any building or structure 1. Repairs,maintenance and restoration shall evaluated by MHC to be a contributing be allowed without conformity to 780 CMR building within a National Register or State generally, if the provisions of 780 CMR Register District.(c)any building or structure 3409.2.2 have been met. which has been certified by the Massachusetts 2. In case of fire or other casualty to a totally Historical Commission to meet eligibility preserved building, said building may be requirements for individual listing on the rebuilt, in total or in part, using such National Register of Historic Places. Historic techniques and materials as are necessary to building shall be further defined as totally or restore it to its original condition and use partially preserved buildings. All entries into group. the totally preserved building list shall be 3. If a historic building or structure,as a result certified by the Massachusetts Historical of proposed work,would become eligible for Commission. The Board of Building certification as a totally preserved building and Regulations and Standards shall ratify all the Massachusetts Historical Commission so buildings or structures certified by the certifies by affidavit, such affidadit is Massachusetts Historical Commission to submitted to the building official with the qualify for totally preserved listing (see permit application, and the building official Appendix H). shall then allow the work to proceed under the provisions of 780 CMR 3409.2. Partially preserved buildings:(a)Any building or structure individually listed on the National Register of Historic Places or (b) 466 780 CMR-Sixth Edition corrected-11/27/98 (Effective 2/28/97) i I 1 B 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 3409.3.2 State Building Code exceptions: A partially preserved budding shall be subject to the 34093.4 Continuation of use and occupancy:The following exceptions: Repairs or in land legal use and occupancy of any partially preserved replacement of the following features will be building maybe continued without change or further allowed on partially preserved buildings so as not to compliance to 780 CMR. The provisions of compromise the architectural integrity of the 780 CMR 3409.2 shall be required for Historic historical characteristics and qualities which buildings accessible to the public on more than 50 s contributed to the eligibility for listing in the Per year. National Register of Historic Places. 340935 Inspection certification and fees: 1. Roofing-repair or in kind replacement of an Partially preserved buildings shall not require existing historic roof system (i.e.,slate, wood, annual inspection unless otherwise stipulated in clay, tile, metal) shall be permitted without 780 CMR 106.5 and Table 106. inquiring structural compliance for equivalent 34093,6 Fire damage:If a building or structure is i new construction providing that dead and live damaged from fire or other casualty it maybe loading mquircements have not changed 2. Windows-repair or in kind replacement of restored to its original construction or It shall meet existing historic windows (i.e., frames, sash, the requirements of 780 CMR provided these martins,glazing,sills,molding,shutters)shall be requirements do not compromise the features for permitted without requiring energy code which the building was considered Historic when listed in the National Register of Historic Places. compliance. l 3. Enh ies/Porehes - repair or in kind 3409.3.7 Change in occupancy:See 780 CMR 34. replacement of existing individual decorative 34093.8 New systems:See 780 CMR 34. features of an existing system (i.e. columns, balustrades, stairs, pilasters, doors, sidelights) 3409.3.9 Lesser and equal hazard:See 780 CMR shall be permitted 34.A partially preserved building classified under 4. Wood Siding/Decorative Elements-Repair unprotected construction Type 3C or 511 shall have or in kind replacement of an existing system waived the requirement to add one to the Hazard including such items as clapboards, shingles. Index number(See 780 CMR 34,Table 3403). cornices, brackets, and window and door 3409,3,10 Greater hazard:See 780 CMR 34.A surrounds shall be permitted. partially preserved building classified under 1 5. Masonry-repair or in kind replacement of unprotected construction Type 3C or SB shall have masonry units as pact of an existing system(i.e., [ brick, stone, terra wire, concrete and stucco) waived the requirement to add one to the Hazard t Index number(See 780 CMR 34.Table 3403). shall s permitted. 6. Metals-repair or in kind replacement of 34093.11 Energy Conservation: Partially existing architectnrai metals (i.e. cast and preserved buildings are exempt from the energy wrought iron,steel,tin,copper and copper alloys, requiremnts of 780 CMR 13 and the energy aluminum,zinc)shall be permitted. requirements of 780 CMR 36. r 7. Interior features - repair or in kind Exception: Additions to partially preserved replacement of non-structural Interior features buildings shall comply with the energy that are important in defining the overall historic provisions of 780 CMR 13 or of 780 CMR 36,as character of a building(i.e.,columns,cornices, applicable. baseboards,fireplace mantels,paneling,window trim, doors, moldings, railings, flooring, 34093.12 Accessibility for Persons with plasterwork)shall be permitted. Disabilities: Accessibility requirements shalt be in accordance with 521 CMR as listed in Appendix A. 340933 Applicability: 780 CMR 3409.3 and 780 CMR 34 shall apply to all partially preserved Historic buildings. 3 a f 460 780 CMR-Sixth Edition corrected-11/27/98 (Effective 2/28/97) BUILDERS Standard Form of Agreement between Owner and RCG Builders LLC where the basis of payment is the Cost of the Work Plus a Fee without a Guaranteed Maximum Price Date: C "eeme� tl� Owner: � � 114 M e Iua 33 "'r 2111 1[111[ w` uei. Contractor: ,I Architect: �"�'jS}.fir Project Name: eastjjlIt yes tlal The Owner and Contractor agree to the terms stated by this contract. This contract supersedes any prior agreements, representations, or negotiations, oral or written. No liquidated damages shall apply to this agreement. This contract consists of the following documents: 1. Obligations of the Parties `h 2. Contract Sum 3. Project Schedule 4. Signatures Exhibits Exhibit A: Estimated Cost of Work Exhibit B: Project Schedule Exhibit C: Drawings Page 1 of 7 a BUILDERS ERS 1. Obligations of the Parties Obligations of the Contractor: The Contractor accepts the relationship of trust and confidence established bythis Agreement and covenants with the Owner to cooperate with the Architect and exercise the Contractor's skill and judgment in furthering the interests of the Owner; to furnish efficient business administration and supervision; to furnish at all times an adequate supply of workers and materials; and to perform the Work in an expeditious and economical manner consistent with the Owner's interests and in compliance with all applicable governmental codes and regulations. The Contractor shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under this Contract. The Contractor shall keep full and detailed records of all books, records, permits, licenses, correspondence, receipts, instructions, data, and drawings associated with the Project including all Subcontractor contracts, invoices, vouchers, insurances, lien waivers, and other correspondence. The Owner and Owner's Accountants shall have access to review, audit, and copy•all Contractor documentation. The Contractor shall retain these documents for a period of three years after final payment. The Contractor shall maintain insurance at the following levels with the Owner listed as a co- insured: T e of Insurance Limit of Liability A Upon request, and at the cost of the Owner, the Contractor shall obtain a performance bond up to the total Cost of Work. Such costs shall be added to the Construction Volume. The Contractor understands that the Project will be financed by a construction lender and, then, by a permanent lender. The Owner may assign any of its rights under this Contract to the construction lender and the Contractor hereby consents to any such transfer provided no such assignment shall relieve the Owner of any of its obligations under this Contract, unless agreed to in4writing by the Contractor. The Contractor shall execute any certificates, lien waivers, releases; receipts, and other documents as may be reasonably required by the construction lender or permanent lender including a subordination of its mechanic's lien rights to the construction lender's and,permanent lender's mortgage or deed of trust. The construction lender for the Project will be: AM �. K, .3r. .,r..a Obligations of the Owner: The Owner agrees to furnish or approve, in a timely manner, information required by the Contractor and to make payments to the Contractor in accordance with the requirements of this Agreement. Dispute Resolution: Claims, disputes or other matters in question between the parties to this Agreement shall be resolved by mediation or by arbitration. Prior to arbitration, the parties shall endeavor to reach settlement by mediation. Page 2 of 7 BUILDERS 2. Contract Sum Cost of Work: The Contractor shall provide a detailed estimated Cost of Work to the Owner(see Exhibit A). The sum of these costs, including the fee is as shown below: $gt9f7800 � Ng � Change Orders: The Contractor does not guarantee the Contract Sum in any form. In the event of changes to the Contract Sum, the Contractor will present written changes to the owner for costs that exceed the Contract Sum in the form of a Change Order. The Contractor will review all Subcontractor Change Orders before submittal to the Owner and Architect and make a recommendation for payment or non-payment. The Contractor's Fee will be calculated including any approved Change Orders. The Owner, Architect and Contractor will negotiate disputed Change Orders in good faith. Contractor's Fee: 15%of total construction volume up to $1 million, and 10% of construction volume over$1 million. This includes pre-construction and project management services, and field personnel and associated management overhead. The fee is based on actual costs incurred, with final true up, and is booked monthly in arrears. Specifically, 1. The cost of pre-construction and construction management services provided by RCG personnel is booked monthly in arrears based on the hours reported by each employee. 2. Hours are billed at the standard hourly billing rate established from time-to-time for each employee. The hourly billing rates effective 1/1/2007 are shown below. 3. The cost of pre-construction and construction management services provided by independent contractors is booked when invoiced and carried within the fee. 4. RCG Builders personnel functioning as tradesmen outside their management duties will be charged according to their hourly billing rate. 5. If a project is terminated or suspended by the Owner prior to completion, RCG Builders LLC is compensated for the actual cost of services provided prior to receipt of notice of termination or suspension from the Owner. 6. Total Construction Volume includes all construction trades, general requirements, insurance, bonds and miscellaneous costs deemed necessary to perform the construction of the project, but excludes permits and fees. Permits and Fees shall be paid directly by the Owner. 7. Construction management labor, standard tools and equipment, and labor-related overhead are covered "within the fee". Specialty tools or equipment; trade labor supplied by Builders personnel and approved transportation and meals costs shall be charged directly to the Owner without a fee. Employee Rate David Steinber h $125/hr Skip Rose $125/hr Mike Bernier $125/hr Kieran Whelan $125/hr Ken Shea $100/hr Jason Downing $50/hr Page 3 of 7 � C 4• BUILDERS Subcontractors: The Contractor plans to hire Subcontractors to perform the majority of construction associated with this project. The Contractor shall provide the Owner and Architect information on all of the bids received by Subcontractors and the names of the Subcontractors selected. Owner shall have the right to reject a proposed Subcontractor; however, in the event that this leads to a higher Cost of Work, the Owner shall pay for the difference. The Contractor reserves the right to reject any Subcontractor, even if it is the lowest bid, and to dismiss Subcontractors from the job that have been previously approved by the Owner. 4. :. Payments: The Owner shall make progress payments on the Contract Sum according to the Requisition process described below. The Contractor shall, at the conclusion of each calendar month on the project, present to the Owner an application for payment(Requisition)for costs incurred during that month. The Requisition shall include all invoices, vouchers, partial releases of liens, expense reports, and any other evidence to support the validity of the Requisition amount. The Contractor may requisition for completed, but unpaid work based on an expectation of payment upon receipt of funds. The Owner, the Architect, or their representatives shall be afforded five(5) business days to review such application and question the Contractor about its contents. In the event there are no disputes, the Owner shall pay the Contractor within 10 business days of receipt of the Requisition. Payment by the Owner does not represent that the Owner or Architect have made a detailed examination of the documentation, inspection of the work, or verification of the accounting. At the completion of the project, the Owner shall make a final payment to the Contractor based on a final Cost of Work with a truing up of fees. If further corrections to work are required that are not covered under warranties with Subcontractors, or that are not the outcome of negligence or poor workmanship by the Contractor, the Owner shall pay the Contractor for any work associated with performing the corrections based on the hourly rate agreed to in this contract. Retainage: The Owner shall not hold back any fees to the Contractor to ensure completion of the work. The Contractor will be expected to hold back fees from Subcontractors to ensure their performance based on the terms below: 8°f�fit;b�tleciaosts;:;c�ite` .. theru�§Sarort t Uwemy- ..,01,113... Termination of Contract: The Owner shall reserve the right to terminate or suspend the Contract at its sole discretion. Within 15 days of termination or suspension, the Contractor shall present an accounting of all its costs incurred for reimbursement by the Owner. If the Owner elects to proceed with the project without the Contractor, the Owner shall have the right to assume the Subcontracts.and agreements related to the Project. Working Capital: RCG Builders shall not bear the costs of Working Capital for the project. If the,Owner would like the Contractor to gain beneficial pricing on its behalf by paying subcontractors ahead-of the Requisition schedule, the Owner shall either(1) put on deposit with the Contractor a sufficient amount of Working Capital for the Contractor to pay these Subcontractors, or(2) make immediate payment upon request from the Contractor outside of the normal Requisition process. Provision of Working Capital shall entitle the provider to all discounts and savings associated with that capital. I Page 4 of 7 BUILDERS 3. Project Schedule Date of Commencement: The Contract Time shall be measured from the date of commencement. The date of commencement of the Work shall be the date of this Agreement, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. s on F r;y>. x <�* ot�f caf� £P'Mwd will 11 ren b e �., 3 Contract Time: The Contractor shall provide to the Owner a Project Schedule (see Exhibit B). This Schedule is based on assumptions reached prior to the signing of this contract, which assumptions the Contractor shall attempt to clarify in the Schedule. However, the Schedule always assumes the Owner and the Architect respond promptly to requests for information and do.not request any significant changes to the construction program. In the event that the Owner or Architect find any discrepancies with the Schedule or its Assumptions, they will promptly notify the Contractor, who shall make adjustments to the Schedule as necessary. ^. According to the attached Schedule, the Contractor shall achieve Substantial Completion of the entire Work as follows: The Contractor does not guarantee the date of completion. However, the Contractor shall not be entitled to additional fees based on delays in the project unless those delays can be shown to incur extra costs for the Contractor and were caused by the actions or requests of the Owner or Architect. The Contractor shall present an updated Project Schedule to the Owner and Architect on a weekly basis for their review. t ..e7 Page 5 of 7 BUILDERS 4. Signatures The Owner's representative is: Rc�1�CG�L�� ! 0M ee cater Q oitn�aerm ,.. .....4111'T § 14.4 The Contractor's representative is: E'i*q'n",ose, 1�ic""''N""'s' nt RM"" U11t 17 ivatEa"�Str et,��te 1fla; Soarr+�f1e,Mi13143 This agreement is entered into as of the day and year first written above and is executed in at least thre original copies, one for the Owner, one for the Contractor, and one for the Architect. Owner Cocl4ractor Sign ure Signa ure fsr pe+,rQ1K� A'1iJ t N 1 S Printed Abme6nd Title t_L Printed Name and Title i r Page 6 of 7 r � I t BUILDERS Exhibits Exhibit A: Estimated Cost of Work Exhibit B: Drawing Page 7 of 7 BUILDERS East Mill Residences 21 High Street, North Andover,MA SCHEDULE OF VALUES 07-Dec-07 Spec Section Description Estimated Amount 02050 (Demolition $15,000.00 -- 05500 (Miscellaneous Metal II $2,500.00 i 06100 (Rough Carpentry $78,317.00 --- 06400 Millwork $42 412.00 j 107200 Insulation $15,650.00 08200 Wood and Plastic Doors $18,700.00 ;08500 !Windows $77,970.00 09250 Gypsum board __ i. — -- $94 000.00 - . - ,09300 Tile, Marble and Granite $11,700.00 109550 Wood Flooring $42,182.00 109650 Resilient flooring $1 417.00 -- _. - _IL - - -- 1 109680 (Carpet 1 $12,265.00 109900 jPainting $37 275.00 104401IInterior Signage 500.00 110520 (Fife Extinguishers $500.00 10550 (Postal Specialties $250.00 10800 jToilet and Bath Accessories $1,005_00 11400 Food Service Equipment 1 $33,800.00 3,8 $41,100.00 12500 Furniture and Accessories - - - - I 1;15300 Fire Protection $28 000.00 115400 jPlumbing $85,000.00 i i _ _ _ - - 15500 ;HVAC $91335.000 16160 Electrical $78 500. 0 _._ _. - - TOTAL PROJECT VALUE: $809,378.00 $9,713.00 !Permit Rate: 1.2% l� PERMIT FEE: ,;E E „21 M2, rliSM E tr, main 2 � 44w 22 lobby E ,EE 3233 12 1a 34 44e 3 EEd 11 12a 9 H 3a 9a NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: 2 1 N i crem Sq—. is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section WK)MVL- 10A. �G The debris will be disposed of in: Y (Location of Facility) Signature of�'ermit Applicant 2. Date i The Commonwealth of Massachusetts - } Department of Fire Services Office cif the State F=ire Marshal P.d.Box Mi Stabs Road,Stow,NfA 6177.5 \•� PERMIT Date: Lo Q North Andcver. per�aitNo — —__L �(city of Town) (Lf Applicable) Dig Safe Num n ra accOcd2nc vfith the provisi°rts of Nt G-T 14 8 Chapter I Q as provided iu section�27 i�f R .?4 ..-This Pcrmit is granted to: _i SL-Art Date Full ;lame of person,Finn or Corporation -- Ycnnissionto Locate dumpster for' construction/renovation/demo.i.ition of building dumpster must be . 25 ' from structure if unable to p.lar,_e wa__th_ re _� R �Ofu'clea ante dumpster must be covered with 1 wood or tar _fired at S�' — — (Give location by street and no. ef d tea adequate identixicatiorc of locarior.1=ce Paid T SQ_QQ ��zstrch . ____ Fire Chief: ThisYerutSviElc;pue �" �"'U Si gr t permit CJ,.r_aaztagPctmitti � --- ��_� ( gttatureofo�cal anting } a-,... gr (Title)— ww_+o_ RCGBU ACORM CERTIFICATE OF LIABILITY INSURANCE 1OATF(M 1V142!---� 12/Mroorrrn^� 07 PRODUCER — T THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INSURANCE MARKETING AGENCIES ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 306 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. WORCESTER, MA 01608 508 753-7233 INSURERS AFFORDING COVERAGE —��NAIC d! 7 fMbURED - v fINSURENA Associated Employer* Insurance Co. 11104 -� RCG Builders LLC —..-_— Clo RCG-LLC NSURER: 17 Ivaloo Street,Suite 100 —�`-�`— NSUH�R Somerville, MA 02143 tNSJRER COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHS'ANDING ANY REQUIREMENT,TERM OR CONDI 11ON OF ANY f,.CNTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUEL'OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLiCiES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE L IM!TS SHOWN MAY HAVE.BEEN REDUCED by PAID CLAIMSr0 L LTRTYPE OF INSURANCE POLICY NUMBER �POLICTEYCTIVE POLICY EXPIRATION LIMITS ----_-----`------�..r--- GENERAL LIABILITY t EACH OCCURRENCE — COMMERCIAt.GENERAL LIABILITY DAMAGE TO RENTED -- CLAWS MADE L___1 OCCUR MEO EXT'{Any orae pwso,l _ S PERSONAL b ADV INJURY _ S I I �GENFRAL.AGGREGATE GEN'i AGGREGAT c LIMIT APPLIES PER i I PRODUCTS-COMPIOP AOL; 3 --_-- �Ir• POIcy Icy F J CT LOC AUTOMOBILE LIABILITY I COMBINED SINGLE LIMI r iEa acadeno S I ANY AUTO ! I ALL OWNED A,;TOS ' BODILY INJURY �S Si:HE tAF_E:)A!TOC (Per PeroOn%HIRED AU 10c, BCDN Y INJURY (Per acuden NON-OWNED AUTOS � I I - PROPERTY;)AMAIiF--�- goer Accdent) 3 GARAGE LIABIOTr i ----��--_ AUTO ONLY-EA ACCIDENT 1 f A.NY ALJ TO ! I OTHER THAN EIA At C S _ 1 AUTO ONLY AaG I EXCESSAIMBRELL A LIABILJTY 4 EACH OCCURRENCE - OG.;JR GtAINS MAUE f AGGREGATE I S _ J-1,EDUCTIBLf_ TENiiON S __—�---._ _ — A WORKERS COMPENSATION AND I_Wec_-5-0-0--5-5-3-10-1-20 7 _ 05/10107 05/10/08 -- EMPLOYERS'LIABILITYEi..EACH ACCIUENI v 5500 OOO ANY-ROPRIETOR/PARTNE.R/EXrCUTIVE J �• Of-ICERrMEMBER EXCLUDED? E L..DISEASE-EA EMPLOYEE SS_00,000 If yes,describe under E L.DISEASE-POLICY LIMIT 5500_—R.000 gocr.lAI.PRO/191ONS below _— --._.1__ — OTHER ii i DESCRIP 171014 OF OPERATIONS I LOCATIONS!VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT f SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD AMY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION North Andover Town Offices DATE'THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL --1Q_ DAYS WRITTEN 120 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO TME LEFT.BUT FAILURE TO DO SO SHALL North Andover,MA 01845 IMPOSE NO OBL.IGATIO!d ON LIABILITY OF ANY KIND UPON THE INBURFR,ITS AGENTS OR IREPRESENTATIVES. .__N-..—_----- AUTHORIZED REPRESENTATIVE � "If -/AW� ACORD 25(20011081 1 of 2 #140620 GCE 0 ACORD CORPORATION 1988 Permit Affidavit Project Number: 27300 Project Title: East Mill Project Location: North Andover, MA Name of Building: Twenty-One High Street Nature of Project: Residential In accordance with section 116.0 of the Massachusetts State Building Code, I Michael Zimmerman Registration No.32801 being a Registered Professional Engineer/Architect hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project HVAC V Plumbing Fire Protection Electrical ` Other(specify) For the above named project and that, to the best of my knowledge, such plans computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standard listed in Appendix B. Pursuant to section 116.2,3 1 hall submit periodically, a progress report together with pertinent comments to the North Andove, ing Inspector. Upon completion o ubmit a final report as to the satisfactory completion and readiness of the project for occ �N. LAa a c� , Signature Dat On this (Aday of 20�1 , before me, the undersigned notary public, personally appeared i name of document signer),proved to me through satisfactory evidence of identification,which were SJL±L I r, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for it's stated purpose. As an Employee for Allied Consulting Engineering Services,Inc. My commission expires 311-7 2D I k NOTARY PUB IC Permit Affidavit Project Number: Project Title: t-::NS's M 1 Project Location: (ypC�-V\ Name of Building: 1 Nature of Project: 5�� In accordance with section 116.0 of the Massachusetts State Building Code, I Jai Sing Khalsa Registration No. 6042 being a Registered Professional Engineer/Architect hereby certify that I have prepared of directly supervised the preparation of all design plans, computations and specifications_ concerning: Entire Project HVAC Plumbing Fire Protection Electrical " Other(Specify) �W---iTnaj2E For,the above named project and that, to the best of my knowledge, such plans computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standard listed in Appendix B. Pursuant to section 116.2,3 1 shall submit periodically, a progress report together with pertinent comments to the i\)UTA Building Inspector. Upon completion of the work, I s a final report as to the satisfactory completion and rea ' of the project for oce . ARcy, H K,y.�'F��, • a o No. 1: CAMBRIDGE 12,/01(1 Signat nd Stam ylyF, Spv Date g4TM OF Mp`' On this 11 day of , before me, the undersigned notary public,personally appeared::�]N SI NC-�N K-4► VSk (name of document signer), proved.to me through satisfactory evidence of identification, which were SPAS I Ls , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for it's stated p ose. My commission expires NOTARY P LI Sora E.Add, co Notary ppb Icc ,41- T nweO .JMM commrss;�— X060, ::2oi r> c "LIM rV W-1 su Ak 0. East Mill December 7, 2007 21 High Street North Andover, Massachusetts ; `y P Fire Protection Systems Narrative Report This document addresses the specific fire protection aspects of the renovations and addition to the existing building to be located at 21 High Street in North Andover, Massachusetts and generally addresses the site access conditions. 1. Basis of Design, Sequence of Operation and Testing Criteria A) Basis of Design 1) Building description a��w�r a) Existing commercial building of 2A construction to be renovated to R-2 e' occupancy on the third floor. 2) Applicable Laws, Regulations and Standards �a.2 1 a) The Fitchburg Fire Department +sT.� b) The Massachusetts General Laws (Chapter 148: Fire Prevention) r' c) The Massachusetts State Building Code (780 CMR Chapter 9) d) Board of Fire Prevention and Regulation(527 CMR Chapter 24: Fire Wa ing Systems Installed in Buildings within the Commonwealth of Massachu tts) e) NFPA 72, 2002 f) NFPA 13, 2002 3) Sprinkler system a) The design of the fire sprinkler system has been based on engineering criteria as defined in NFPA 13 and the Commonwealth of Massachusetts CMR 780. b) The entire building is currently sprinklered. The renovated portion will be protected by a sprinkler system designed as per NFPA 13. 1) Sprinklers in the residential units and adjoining corridors will be quick responsel type. Sprinklers will be spaced in accordance with their listing and the system will be designed to provide the rated flow for the sprinklers based on coverage area. A 100 gpm.hose allowance shall be included. 2) Sprinklers in other areas of the building will be quick response type and the system will be designed to deliver 0.10 gpm per square foot over the most remote 1500 square feet minus any allowable reduction for quick response sprinkler heads per NFPA 13 - 11.2.3.2.3.1. A 100 gpm hose allowance shall be included. 3) Storage areas will be designed to deliver 0.15 gpm per square foot over the most remote 1500 square feet minus any allowable reduction for quick response sprinkler heads per NFPA 13 - 11.2.3.2.3.1. A 250 gpm hose allowance shall be included. c) The system will have two system risers both monitored by floor control assemblies. All flow switches, pressure switches and tamper switches will be connected to the fire alarm system. H:\27300-09\27300Warratives\27300-FP Narrative.doc 215 Boston Post Road,Sudbury,Massachusetts 01776 mechanical•electrical•fire protection.plumbing (978)443-7888 Fax:(978)443-4636 alliedconsulting.net r 21 High Street Page 2 d) The two egress stairs have an existing standpipe with 2-1/2"hose connections with a 2-1/2"x 1-1/2"reducer at each floor. e) The system will be supplied by two existing 4"risers. f) The existing sprinkler& standpipe systems have an existing 2 %2"x 2 '/a" x 4" siamese type fire department connection located in the rear parking lot. g) See sprinkler system layout drawings for details. 4) Fire Protective Signaling System a) The design of the fire alarm system shall be based on engineering criteria as defined by the Massachusetts State Building Code, CMR 780, and NFPA 72. b) The fire alarm system shall be completely new and fully addressable with expansion to support future scope of work. The residential units shall have a new dedicated fire alarm panel. The new fire alarm panel shall be connected to the existing base building fire alarm system. All new devices are to match those previously installed in the building. c) The common areas of the renovation will be protected automatically with system smoke detectors, duct smoke detectors, heat detectors, and manual pull stations. All sprinkler flow switches and tamper switches shall be monitored with addressable monitor modules. d) Individual residential units will be protected locally with 120 VAC local smoke detectors and sprinkler devices. System heat detectors shall be located inside each residential unit. In the event of a fire emergency in another section of the building, individual apartments will be equipped with audible horns that are system general alarm activated. e) The building shall have a dedicated fire alarm control panel, audible/visual circuits, SLC loop, and output control functions such as fire door control and elevator recall. The elevator is currently not in the scope of work for this renovation. f) Fire alarm activity will annunciate at the remote panel located at the building entrance for the new tenant spaces. g) The fire alarm system will be powered by the building power supply and fully supported by a secondary battery supply capable of supporting 60 hours of full supervisory operation followed by 15 minutes of alarm. h) Manual pull stations will be located within five feet of each exit. The audible/visible notification appliances shall have a sound level of at least 15 dBA above the average ambient sound level, or 5 dBA above the maximum sound level having a duration of at least 60 seconds. The horns shall be rated at not less than 85 dBA. Visible notification appliances are located in all public toilet rooms. All audible/visible notification appliances are to be mounted 80 inches above the finished floor. i) The new fire alarm control panel shall provide fire department notification via the existing fire alarm system. B) Sequence of Operation 1) The operation of a manual station or activation of any automatic alarm initiating device(system smoke, system heat detector, water flow) shall initiate a system-wide response according to established response procedures and as follows: 21 High Street Page 3 a) Initiate the transmission of the alarm directly to the Municipal Fire Station via local energy master box, as well as via a connection to an approved Central Monitoring Station. b) All audible alarm indicating appliances shall sound a synchronized three-pulse temporal pattern in accordance with NFPA 72 until silenced by an alarm silence switch at the control panel. c) Upon activation of the evacuation tone, all visual signals shall activate throughout the evacuation area. Visual notification shall be synchronized in accordance with applicable code requirements and NFPA 72 guidelines. d) Flash an alarm LED and sound an audible signal at the FACP. Upon Acknowledgment, the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. e) Visually indicate the alarm initiating device type and location via the LCD display at the Fire Command location and related system annunciator. f) Automatically shut down affected Supply and Return fans, and control HVAC equipment to initiate smoke control functions as required. g) Operate prioritized outputs to release all magnetically held smoke doors and magnetically locked doors throughout the building. h) All system events shall be stored in an event history file,print out on the system event printer, and be reported via email notification to building management personnel via an Internet communications Interface Card as described herein. System events shall be reported to designated building staff and emergency response personnel via email/pager notification as described herein. i) Activate the exterior weatherproof beacon. 2) The operation of any tamper switch, duct-mounted smoke detector, charging of a pre- action system, or activation of other device designated to initiate a system Supervisory condition shall cause the following to occur: a) Flash a Supervisory LED and sound an audible tone at the FACP. Upon Acknowledgment, the LED shall light steadily and the audible shall silence. Subsequent Supervisory conditions shall re-initiate this sequence. b) Initiate reporting of the event to the approved Central Monitoring Station and to designated staff members via email notification as required and described herein. c) Visually indicate the device type and location via the LCD display located at the FACP. d) Visually annunciate the type of initiating device and its zone, floor or area as required on all system annunciators. In addition, a Supervisory LED and an audible tone will sound. Upon Acknowledgment, the LED shall light steadily and the audible shall silence. Subsequent Supervisory conditions shall re-initiate this sequence. e) Record the event in the event history log and print a record of the event on the system printer where applicable. All restorations shall likewise be recorded. 3) In the event of any System Trouble condition such as a device removed, loss of AC Power or wiring fault, a system Trouble condition shall occur as follows: a) Flash a Trouble LED and sound an audible tone at the FACP. Upon Acknowledgment, the LED shall light steadily and the audible shall silence. Subsequent Trouble conditions shall re-initiate this sequence. • 21 High Street Page 4 b) Initiate reporting of the event to the approved Central Monitoring Station and to designated staff members via email notification as required and described herein. c) Visually indicate the device type and location via the LCD display located at the FACP. d) Visually annunciate the type of initiating device and its zone, floor or area as required on all system annunciators. In addition, a Trouble LED and an audible tone will sound. Upon Acknowledgment, the LED shall light steadily and the audible shall silence. Subsequent Trouble conditions shall re-initiate this sequence. e) Record the event in the event history log and print a record of the event on the system printer where applicable. All restorations shall likewise be recorded. C) Testing Criteria 1) General a) The contractor shall be responsible for the coordination of all required acceptance testing and shall schedule a meeting with the fire inspector for review and verification at least five days in advance of the test acceptance date. b) All fire protection systems applicable to the building shall be pre-tested for proper operation. c) The fire protection systems shall be tested as a system with all equipment ready for operation. d) The following personnel shall be on site on the day of the test with one set of the individual as-built drawings of the specific fire protection systems: (i) General contractor (ii) Fire protection engineer or P.E. (iii) Sprinkler contractor (iv) Fire alarm contractor e) The Fire Department shall direct and witness all testing. f) The following tests shall be performed with all equipment and devices to be tested: (i) Sprinkler flow, inspector's test valve (ii) Tamper switches (iii) Main drain (iv) Fire alarm system including: each device, wiring supervision, wiring connection. Proper mounting of equipment, notification appliance, related control features, central station connection shall be checked. (v) Verification of fire stopping (vi) Fire extinguisher placement (vii) Verification of equipment function signs, charts, tags (viii) Verification of lock box, with keys to all building access doors and emergency equipment rooms. 2) Sprinkler system a) Sprinkler system will be hydrostatically tested at 200 psi and shall maintain the pressure without loss for 2 hours. All tests will be in accordance with NFPA 13 and NFPA 24. 3) Fire Protective Signaling System 21 High Street Page 5 a) All fire protection systems shall be tested with all equipment ready for operation. The following tests shall be performed with all equipment and devices to be tested: (i) Control Equipment (ii) Batteries (iii) Control Panel Trouble Signals (iv) Conductors (v) Initiating Devices (vi) Alarm Notification Devices 2. Building and Site Access A) The main entrance of the building is on the eastern side of the building across from the existing boiler plant. B) The renovated portion of building has two (2) stairways. C) See the site and architectural plans for details. 3. Fire Hydrants A) See site plan for fire hydrant locations. 4. Type/description and design layout of the automatic sprinkler system A) The system will be fed from the existing system. B) See sprinkler system layout drawings for details. 5. Automatic sprinkler system control equipment location A) The sprinkler control equipment for the renovated portion is located at the two system risers. B) See sprinkler system layout drawings for details. 6. Fire department connection type and location A) One (1) existing 2 %2" x 2 %2"x 4" siamese type located in the rear parking lot. B) See sprinkler system layout drawings for details. 7. Type, description and design layout of the fire protective signaling system A) Central Station fire alarm system. See fire alarm drawings. B) All supervisory and trouble signals are to be relayed to a central station service provider. 8. Fire protective signaling system control equipment A) Addressable fire alarm control panel. 9. Type, description and design layout of the smoke control or exhaust systems A) N/A 10. Smoke control system control equipment location A) N/A 11. Building life safety feature integrated into fire protective signaling system A) N/A 12. Type, description and design layout of the fire extinguishing systems A) N/A. 13. Fire extinguishing system control equipment location A) N/A. 14. Fire protection system equipment room location A) NA B) Fire alarm system control equipment is located on the third floor level lobby. C) See the sprinkler system layout drawings and fire alarm drawings for details. 21 High Street Page 6 15. Fire protection equipment identification and operation signs A) Signs for identification and operation of fire protection systems will be provided by the sprinkler contractor and shall be in accordance with the requirements of NFPA 13. 16. Fire protection system alarm/supervisory signal transmission method and location. A) The system shall be a true 100% Class "A" independently supervised signaling line circuit. There shall be independently supervised and independently protected indicating appliance circuits for alarm horns and flashing alarm lamps. Disarrangement conditions of any circuit shall not affect the operation of other circuits. The system shall be installed in accordance with the requirements of NFPA 72 and the Massachusetts State Building Code, 780 CMR. The system shall have provision for central station service that monitors all trouble, supervisory and alarm signals. _ _ _ Fire Protection by Computer Design Allied Consulting Engineering 215 Boston Post Road OF .Sudbury MA 01776 978-443-7888 ! t D. AN r� � IiANtCAL ®� , . E�` Job Name 1 HIGH STREET Building 1 High Street Location North Andover. MA System 1 Contract 27300 Data File 27300.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i.Allidd Consulting Engineering Page 2 1 HIGH STREET Date HYDRAULIC DESIGN INFORMATION SHEET Name - One High Street Date - 11-30-07 Location - North Andover, MA Building - 1 High Street System No. - 1 Contractor - TBD Contract No. - 27300 Calculated By - Mark Greenwich Drawing No. - FP-3 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 12' 6" OCCUPANCY - Residential/Light Hazard S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 ( ) 4 (12) S (X)OtherQuick Response heads used- 35% Reduction in remote area= 975 sq. ft T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - NA Gpm System Type Listed Pres. at Start Point - NA Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 13 x 8 ( ) Deluge ( ) PreAction E Domestic Flow Added - NA Gpm Sprinkler or Nozzle S Additional Flow Added - NA Gpm Make Central Model TY3321 I Elevation at Highest Outlet - 12 Feet Size 1/2 K-Factor 5.6 G Note: Temperature Rating 155 N Calculation Gpm Required Psi Required At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - NA Rated Cap. Cap. T Time of Test - NA @ Psi Elev. E Static (Psi) - NA Elev. R Residual (Psi) - NA Other Well Flow (Gpm) - NA Proof Flow Gpm S Elevation - NA P Location: NA P L Source of Information: Water flow data used in calc is assumed. Contractor Y to conduct hydrant flow test prior to construction. See specifications. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Allied Consulting Engineering Page 3 1 HIGH STREET Date City Water Supply: Pump Data: C1-Static Pressure: 120 PSI C2-Residual Pressure: 100 PSI C2-Residual Flow: 500 GPM 150 Dl-Elevation: -0.217 PSI 140 D2-System Flow:238.47 GPM D2-System Pressure: 29. 691 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :0 GPM 1 P 120 Safety Margin: 85.225 PSI R 110 E C2 100 S 90 S 80 U. 70 R 60 E 50 40 D2 30 20 10 ;z 100 200 300 400 500 600 700 800 900 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _. Allied Consulting Engineering Page 6 1 HIGH STREET Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn S10 14 .82 1.049 1.000 7.000 K Factor = 5. 6 to 120 -0.217 Cl 14.82 0.0750 1.000 0.075 Vel = 5.502 14.82 6.858 K Factor = 5. 66 S11 21.75 1.049 1.000 7.000 K Factor = 5. 6 to 120 -0.500 -0.217 Cl 21.75 0.1520 0.500 0.076 Vel = 8.074 21.75 6.859 K Factor = 8.30 S12 18.26 1.049 0.500 15.087 K Factor = 5.6 to 120 15.500 Bll 18.26 0.1099 16.000 1.759 Vel = 6.779 18.26 16.846 K Factor = 4.45 Bl 37.53 1.049 16.000 10.473 to 120 -6.000 B2 37.53 0.4169 10.000 4.169 Vel = 13. 932 B2 22.44 1.049 10.000 12.233 to 120 B3 59. 97 0. 9923 10.000 9.923 Vel = 22.262 B3 24.50 1.38 10.000 16.403 to 120 6.000 B4 84.47 0.4919 16.000 7.870 Vel = 18.119 B4 -65.81 1.61 lE 16.110 12.000 19.014 to 120 4.000 M1 18.66 0.0142 16.000 0.227 Vel = 2.941 18. 66 19.241 K Factor = 4.25 B5 38.35 1.049 16.000 10.945 to 120 -6.000 B6 38.35 0.4340 10.000 4.340 Vel = 14 .237 B6 22. 92 1.049 10.000 12.776 to 120 B7 61.27 1.0325 10.000 10.325 Vel = 22.745 B7 25.01 1.38 10.000 17.116 to 120 2.000 B8 86.28 0.5115 12.000 6.138 Vel = 18.507 B8 -69.94 1. 61 1T 40.275 4.000 19.831 to 120 2.000 M1 16.34 0.0112 6.000 0.067 Vel = 2.575 16.34 19.898 K Factor = 3. 66 B9 29.63 1.049 6.000 8.341 to 120 1.500 B10 29. 63 0.2692 7.500 2.019 Vel = 10.999 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Allied Consulting Engineering Page 7 1 HIGH STREET Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 29.63 10.360 K Factor = 9.21 Cl 45.97 1.049 1T 5.000 2.500 6.858 to 120 7.500 B10 45. 97 0. 6068 10.000 6.068 Vel = 17.065 B10 21.75 1.049 10.000 8.878 to 120 20.000 Bll 67.72 1.2425 30.000 37.276 Vel = 25.139 Bll 170.75 1.38 1T 0.706 24.000 14 .946 to 120 -14.000 M2 238.47 3.3550 10.000 33.550 Vel = 51.152 M2 2.469 10.000 24.751 to 120 28.500 M3 238.47 0.1974 38.500 7.600 Vel = 15.980 M3 3.26 38.500 26.725 to 120 33.901 M4 238.47 0.0510 72.401 3.692 Vel = 9.166 M4 -67.72 4.26 1Z 169.234 25.000 28. 688 to 120 1B -17.000 FCV 170.75 0.0075 1K 8.000 0.060 Vel = 3.844 170.75 28.748 K Factor = 31.85 Ml 0 2.067 8.000 22.728 0 to 120 -8.000 0 M2 0 0 0 0 Vel = 0 22.728 K Factor = Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087