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Building Permit #055-2011 - 75 PARK STREET 7/13/2010 (2)
i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: � �' al� Date Received Date Issued: `1d IMPORTANT:Applicant must complete all items.on this page LOCATION Z Printf PROPERTY OWNER Print MAP'NO.:A�PARCEL ZONING DIST, R1CT: Historic District yesnoo Machine Shop Village: . yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family 1, Industrial Alteration No. of units: 7 Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: P Oq Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: .P.hone: .Address:. `2, 0/ supervisor's.Construction-License: .. �� C� p � 3 � Ex�. Date: Home.Improvement License: Exp. pate: ARCHITECT/ENGINEER LLGi 0 � ( (/G-� Phone: �� " �iS—Z Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED cON$125.00 PER S.F. �/ FEE: $ G� , / � 7, Total Project Cost: $ i F 1 r�p� , Check No.: Receipt No.: NOTE: Persons contracting wit egister 11,tractors do not have access to the guaranty fund signature.of Agent/Own T`Signature of contractor 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 PLANNING & DEVELOPMENT l � COMMENTS hip pe-rm) ,5 f � c uiuec� t `CONSERVATION Reviewed on // '7 Signature _ COMMENTS 61 /L. HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE.D.EPARTMENT - Tem D'um' ster on;site es no.- Located.at Located;at 124 Main Street _ Tice Department signature/date - COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: 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 use) ❑ Notified for pickup - Date Doc:.Building Permit Revised 2008 A 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 I ❑ 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 Pp 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) ❑ 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: Doc.Building Permit Revised 2008 i ........................................................._..:.........._..._........................._._._.. . __...._.... ..... NORTy OF41"D #6�a� 1�� yt'i ►, a OiC. ti v A APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION '�,q AA47!O rPA,ty BUILDING PERMIT# J SY e20.► I SSAcmus ADDRESS/LOCATION OF PROPERTY: 7.5� S7'z- Map Parcel Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. J` APPLICANT SIGNATURE Permit Issued.to: S 1 Leh S Cor e c' L�w��}�,� �a o Address: -►S" 'f o(. 5 l 6400" 4M 8b %&0_C' ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW `�CONSERVATION -P,-L-A NNING ❑ DPW-WATER METER ❑ p �j 1n/ ,3 12 SEWER CONNECTION ❑ ® j,U/ / �2 DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST C -�/ W(6 DPW SIGNATURE Pile:Application for OC form revised Jan 2007/2011 The Commonwealth of Massachusetts Department of Public Safety Q%�JgAtfL jPV_S0R,9L16M0&1618 Chapter 143,General Laws,as amended Loca 'on: 75 Park Street, North Andover MA Capacity: 3500 Pounds "",�rik Speed: 125 Feet per minute State ID#: 210-P-52 - October 6,2009 Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Attn: Mr. Brian Leathe, Building Inspector STRUCTURAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT: Proposed Residences at Stevens Corner LOCATION: 75 Park Street, North Andover, MA. I, Ali R. Borojerdi, being a registered professional structural engineer with the firm of DM Berg Consultants, P.C., 570 Hillside Avenue, Needham, Massachusetts 02494, hereby certify that I have supervised the preparation of the structural plans, computations and specifications for the above-named project and that, to the best of my knowledge, information and belief such structural plans,computations, and specifications meet the applicable structural provisions of the Massachusetts State Building Code, Sixth Edition and generally accepted standards of structural engineering practice in effect at the time of performance. I further certify that 1, or my authorized representative, shall perform the following tasks for the primary structural components and systems: 1. Review,for the limited purpose of checking for conformance with the design concept and compliance with the information given in the structural construction documents, shop drawings, samples and other submittals of the contractor(s)as required by the structural construction documents; 2. Review quality control procedures for the code-required controlled structural materials;and 3. Visit the site at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding in general accordance with the structural construction documents. I shall submit periodically to our Client, a "Field Report" together with pertinent comments derived from our on-site observations. At completion of the construction, I shall submit to our Client, a certification as to the level of completion of the primary structural components and systems. Ali R. Boroierdi. P.E. Name ALI R' MA 35053 STRUC RRUC0IERDI Registration No. TURAL. NO.35052 NJAJ hi Mr-,14,_-, Pro) r Seal Signa ure v kV Ir On this 6 day of October.2009,before me,the undersigned notary public, personally appeared Ali R. Boroierdi (name of document signer), proved to me through satisfactory evidence of identification, which was a valid MA Driver's Liven be theerson hose name is signed on the preceding or attached document in my presence. (official signature 'd seal of, otary) q My commission expires t l/G /, dLd p',arn o9':.;rii-091%0 aa72_oa,.c er can09072rca.doc PETER M. SHEDLOCK Notary Public COMMONWEALTH OF MASSACHUSETTS - - My Commission Expires July 29, 2016 I B R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL DESIGNAFFIDAVIT Date: June 29, 2009 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Steven A. Karan, PE,LEED AP. certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction Administration for the project during construction. STEVEN A. KARAN,PE, LEED AP #34989 Engineer -MA Reg. Number BUILDING ENGINEERING RESOURCES; INC, ���A�IH OFNjgssq� Company fig° STEVEN A. o KARAN MECHANICAL 28 MAIN STREET NO. EASTON,MA A 9 0.34989 0 Address �oNAL (508) 230 - 0260 Telephone Number Engineer Seal&Signature I On this date June 29, 2009. before me, the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE,LEED AP, proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. ore me, Co ' s' n xpires, 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B R BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL DESIGN AFFIDA VIT Date: June 29, 2009 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Marc R. Plante,PE certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R. PLANTE, PE #38119 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES,INC, OF'r;� Company � MA !t 28 MAIN STREET NO. EASTON, MA NO. � Address KI (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date June 29, 2009,before me, the undersigned Notary Public,personally appeared the above named Marc R. Plante,PE, proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the doc ent are truthful and accurate to the best of his/her knowledge. ,fietore me, Com is io Expi es, 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER c@i BER-engineering.com i i B R BUILDING ENGINEERING RESOURCES. INC. PL UMBING DESIGN AFFIDA VIT Date: June 29, 2009 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Steven A. Karan,PE, LEED AP certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PLUMBING design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE; LEED AP #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, ���P�SH OFMgsS9C1 Company �� STEVEN KARAN m MECHANICAL c; 28 MAIN STREET NO, EASTON. MA No. 4989 Address o� EPS N ENG (508) 230 - 0260 Telephone Number Engineer, eal&Signature On this date June 29, 2009}before me, the undersigned Notary Public,personally appeared the above named Steven A.Karan.PE LEED AP, proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. (Moreme, f U to Comm si T� xpires, 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com i B R BUILDING ENGINEERING RESOURCES, INC. FIRE PROTECTION DESIGN AFFIDA VIT Date: June 29, 2009 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Steven A. Karan,PE,LEED AP, cert that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN; PE, LEED AP #34989 Engineer -MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, 'cP�jNOFMAS Company qan �o� STEVEN A. c��� g KARAN �^ 28 MAIN STREET NO. EASTON, MA MECHANICAL Address No.34 s aFS EEN�``�Q (508) 230 - 0260 Telephone Number Engineer al&Signature On this date June 29, 2009, before me, the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE,LEED AP, proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents o e document are truthful and accurate to the best of his/her knowledge. I-Jefore me, t o ss' Expires, o� C 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engincering.com i -B E R BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)4354602 Fax: (508)230-0265 Fax: (401)4354608 BF,R@BER-Engineering.aom www.ber-engineering.com OF NigSoq Building Engineering Resources 28 Main Street, Building 3AB S KAHANA �a s No. Easton, MA 02356 ECHA CAL 508-230-0260 No 9 9pF TE \a�, Job Name Building Location 75 Park St. No. Andover, Ma. System Contract 09052.00 Data File Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Building Engineering Resources Page 1 Date HYDRAULIC CALCULATIONS for Project name: Steven's Corner Location: 75 Park St. No. Andover, Ma. Drawing no: Date: 7-1-09 Design Remote area number. Remote area location: Attic Occupancy classification: Light Hazard Density: 0.1 -Gpm/SgFt Area of application: 2535 -SgFt Coverage per sprinkler. 225 -SgFt Type of sprinklers calculated: No. of sprinklers calculated: In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): -GPM @ -Psi Type of system: Volume of dry or preaction system: -Gal Water supply information Date: 5-19-06 Location: 75 Park St. Source: Name of contractor: Coughlin Environmental Services Address:, 65 Montvale Ave Stoneham, Mass. Phone number. 781-832-1002 Name of designer: Authority having jurisdiction: No. Andover Building/Fire Departments Notes: (Include peaking information or gridded systems here.) Computer Programs.by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Building Engineering Resources Page 2 Date City Water Supply: Demand: C1 - Static Pressure 98.6 D1 - Elevation 12.776 C2 - Residual Pressure: 87.6 D2 - System Flow 430.911 C2 - Residual Flow 1410 D2 - System Pressure 62.545 Hose (Adj City ) Hose ( Demand ) 100 D3 - System Demand 530.911 Safety Margin 34.249 150 140 130 P 120 R 110 C1 E 100 C2 S 90 S 80 U 70 D2 R 60 E 50 D3 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Building Engineering Resources Page 3 Date Fitting Legend Abbrev. Name %2 3/< 1 1'/< 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Building Engineering Resources Page 4 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure 7EST 98.6 87.6 1410.0 96.794 530.91 62.545 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 162.5 5.6 16.99 23.09 2 162.5 5.6 17.53 23.45 3 162.5 5.6 21.99 26.26 4 167.5 5.6 21.77 26.13 5 162.5 5.6 15.78 22.25 6 162.5 5.6 17.59 23.49 7 167.5 5.6 19.75 24.89 8 167.5 5.6 23.62. 27.22 9 167.5 5.6 26.58 28.87 10 163.0 5.6 28.91 30.11 11 163.0 5.6 27.48 29.36 12 171.0 5.6 23.85 27.35 13 167.5 5.6 20.72 25.49 14 162.5 5.6 12.76 20.0 15 162.5 5.6 15.35 21.94 16 162.5 5.6 19.23 24.56 17 162.5 5.6 22.34 26.47 100 162.0 17.63 101 162.0 19.67 102 162.0 23.39 103 162.0 27.88 104 162.0 32.46 107 162.0 32.77 118 162.0 33.47 121 162.0 33.09 105 162.0 25.75 106 162.0 32.15 108 162.0 16.39 109 162.0 18.25 110 162.0 18.77 111 162.0 24.18 112 162.0 28.42 114 162.0 30.89 115 162.0 30.18 116 162.0 28.71 113 162.0 30.3 119 162.0 24.63 120 162.0 32.18 122 162.0 13.3 123 162.0 16.42 124 162.0 21.54 125 162.0 23.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Building Engineering Resources Page 5 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 126 162.0 31.52 130 162.0 32.68 131 162.0 32.68 132 162.0 32.86 140 162.0 36.08 145 162.0 40.23 146 138.5 51.22 147 138.5 53.05 148 138.5 55.18 149 132.0 59.87 150 132.0 61.32 160 132.0 61.48 161 126.0 64.3 162 126.0 64.43 170 126.0 64.59 171 126.0 65.49 172 133.0 62.51 TEST 133.0 62.55 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 I Building Engineering Resources Page 6 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ***`*`* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 162.500 5.60 23.09 1 1E 2.0 0.500 120 16.994 to 0.0 2.000 0.217 100 162 23.09 1.049 0.0 2.500 0.1696 0.424 Vel = 8.57 0.0 100 23.09 17.635 K Factor= 5.50 2 162.500 5.60 23.45 1 2E 4.0 2.000 120 17.533 to 1T 5.0 9.000 0.217 101 162 23.45 1.049 0.0 11.000 0.1746 1.921 Vel = 8.71 0.0 101 23.45 19.671 K Factor= 5.29 3 162.500 5.60 26.26 1 IT 5.0 0.500 120 21.994 to 0.0 5.000 0.217 102 162 26.26 1.049 0.0 5.500 0.2153 1.184 Vel = 9.75 0.0 102 26.26 23.395 K Factor= 5.43 4 167.500 5.60 26.13 1 1E 2.0 5.500 120 21.769 to 0.0 2.000 2.382 105 162 26.13 1.049 0.0 7.500 0.2133 1.600 Vel = 9.70 0.0 105 26.13 25.751 K Factor= 5.15 5 162.500 5.60 22.25 1 1E 2.0 0.500 120 15.782 to 0.0 2.000 0.217 108 162 22.25 1.049 0.0 2.500 0.1580 0.395 Vel = 8.26 0.0 108 22.25 16.394 K Factor= 5.50 6 162.500 5.60 23.49 1 1 E 2.0 0.500 120 17.591 to 0.0 2.000 0.217 109 162 23.49 1.049 0.0 2.500 0.1752 0.438 Vel = 8.72 0.0 109 23.49 18.246 K Factor= 5.50 7 167.500 5.60 24.89 1 1T 5.0 5.500 120 19.751 to 0.0 5.000 2.382 111 16224.89 1.049 0.0 10.500 0.1950 2.048 Vel = 9.24 - - 0.0 111 24.89 24.181 K Factor= 5.06 8 167.500 5.60 27.22 1 1T 5.0 5.500 120 23.620 to 0.0 5.000 2.382 112 162 27.22 1.0490.0 10.500 0.2302 2.417 Vel = 10.10 0.0 112 27.22 28.419 K Factor= 5.11 9 167.500 5.60 28.87 1 1E 2.0 5.500 120 26.581 to 0.0 2.000 2.382 114 162 28.87 1.049 0.0 7.500 0.2567 1.925 Vel = 10.72 0.0 114 28.87 30.888 K Factor= 5.19 _ 10 163 5.60 30.11 1 1E 2.0 1.000 120 28.915 to 0.0 2.000 0.433 115 162 30.11 1.049 0.0 3.000 0.2773 0.832 Vel = 11.18 Programs Computer Pro b H dratec Inc. Route 111 Windham N.H. USA 03087 P 9 Y Y F incl Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 7 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 115 30.11 30.180 K Factor= 5.48 11 163 5.60 29.36 1 1 E 2.0 1.000 120 27.480 to 0.0 2.000 0.433 116 162 29.36 1.049 0.0 3.000 0.2647 0.794 Vel = 10.90 0.0 116 29.36 28.707 K Factor= 5.48 12 171 5.60 27.35 1 1 E 2.0 9.000 120 23.851 to 0.0 2.000 3.898 113 162 27.35 1.049 0.0 11.000 0.2322 2.554 Vel = 10.15 0.0 113 27.35 30.303 K Factor= 4.97 _ - - - - -- -- ------- --- -- - ---- - -- - - --- - 13 167.500 5.60 25.49 1 1E 2.0 5.500 120 20.723 to 0.0 2.000 2.382 119 162 25.49 1.049 0.0 7.500 0.2039 1.529 Vel = 9.46 _ 0.0 119 25.49 24.634 K Factor= 5.14 _ 14 162.500 5.60 20.00 1 1 E 2.0 0.500 120 12.755 to 0.0 2.000 0.217 122 162 20.0 1.049 0.0 2.500 0.1300 0.325 Vel = 7.42 0.0 122 20.00 13.297 K Factor= 5.48 _ 15 162.500 5.60 21.94 1 IT 5.0 0.500 120 15.354 to 0.0 5.000 0.217 123 162 2.1.94 1.049 0.0 5.500 0.1544 0.849 Vel = 8.14 0.0 123 21.94 16.420 K Factor= 5.41 16 162.500 5.60 24.56 1 2E 4.0 2.000 120 19.232 to IT 5.0 9.000 0.217 124 162 24.56 1.049 0.0 11.000 0.1903 2.093 Vel = 9.12 0.0 124 24.56 21.542 K Factor= 5.29 17 162.500 5.60 26.47 1 1 T 5.0 0.500 120 22.335 to 0.0 5.000 0.217 125 162 26.47x1.049 0.0 5.500 0.2185 1.202 Vel = 9.83 0.0 125 26.47 23.754 K Factor= 5.43 100 162 23.09 1 0.0 12.000 120 17.635 to 0.0 0.0 0.0 101 162 23.09 1.049 0.0 12.000 0.1697 2.036 Vel = 8.57 101 162 23.44 1 0.0 6.000 120 19.671 to 0.0 0.0 0.0 102 162 46.53 1.049 0.0 6.000 0.6207 3.724 Vel = 17.27 102 162 26.27 1.25 0.0 12.000 120 23.395 to 0.0 0.0 0.0 103 162 72.8 1.38 0.0 12.000 0.3735 4.482 Vel = 15.62 103 162 0.0 1.5 0.0 26.000 120 27.877 to 0.0 0.0 0.0 104 162 72.8 1.61 0.0 26.000 0.1763 4.585 Vel = 11.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 8 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 104 162 0.0 2.5 0.0 14.000 120 32.462 to 0.0 0.0 0.0 107 162 72.8 2.469 0.0 14.000 0.0219 0.307 Vel = 4.88 107 162 26.12 2.5 0.0 18.000 120 32.769 to 0.0 0.0 0.0 118 162 98.92 2.469 0.0 18.000 0.0388 0.698 Vel = 6.63 118 162 -217.38 2.5 0.0 7.000 120 33.467 to 0.0 0.0 0.0 121 162 -118:46 2.469 0.0 7.000 -0.0541 -0.379 Vel = 7.94 121 162 25.49 2.5 0.0 17.000 120 33.088 to 0.0 0.0 70.162 127 0 -92.97 2.469 0.0 17.000 -0.0345 -0.587 Vel = 6.23 0.0 127 -92.97 102.663 K Factor= -9.18 105 162 26.13 1 0.0 30.000 120 25.751 to 0.0 0.0 0.0 106 162 26.13 1.049 0.0 30.000 0.2134 6.401 Vel = 9:70 106 162 0.0 1.25 0.0 11.000 120 32.152 to 0.0 0.0 0.0 107 162 26.13 1.38 0.0 11.000 0.0561 0.617 Vel = 5.60 0.0 107 26.13 32.769 K Factor= 4.56 108 162 22.25 1 1 T 5.0 10.000 120 16.394 to 0.0 5.000 0.0 110 162 22.25 1.049 0.0 15.000 0.1585 2.377 Vel = 8.26 0.0 110 22.25 18.771 K Factor= 5.14 109 162 23.49 1 0.0 3.000 120 18.246 to 0.0 0.0 0.0 110 162 23.49 1.049 0.0 3.000 0.1750 0.525 Vel = 8.72 110 162 22.24 1 0.0 9.000 120 18.771 to 0.0 0.0 0.0 111 162 45.73 1.049 0.0 9.000 0.6011 5.410 Vel = 16.98 111 162 24.89 1.25 0.0 12.000 120 24.181 to 0.0 0.0 0.0 112 162 70.62 1.38 0.0 12.000 0.3532 4.238 Vel = 15.15 112 162 27.22 1.5 1T 8.0 6.000 120 28.419 to 0.0 8.000 0.0 131 162 97.84 1.61 0.0 14.000 0.3046 4.265 Vel = 15.42 0.0 131 97.84 32.684 K Factor= 17.11 114 162 28.87 1 0.0 7.000 120 30.888 to 0.0 0.0 0.0 131 162 28.87 1.049 0.0 7.000 0.2566 1.796 Vel = 10.72 0.0 131 28.87 32.684 K Factor= 5.05 115 162 30.11 1 1T 5.0 4.000 120 30.180 to 0.0 5.000 0.0 130 162 30.11 1.049 0.0 9.000 0.2774 2.497 Vel = 11.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 9 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe '""'"*' Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 130 30.11 32.677 K Factor= 5.27 116 162 29.36 1 0.0 15.000 120 28.707 to 0.0 0.0 0.0 130 162 29.36 1.049 0.0 15.000 0.2647 3.970 Vel = 10.90 0.0 130 29.3632.677 K Factor= 5.14 - --------- ._.. - _ 113 162 27.35 1 1T 5.0 6.000 120 30.303 to 0.0 5.000 0.0 i 132 162 27.35 1.049 0.0 11.000 0.2322 2.554 Vel = 10.15 0.0 132 27.35 32.857 K Factor= 4.77 119 162 25.49 1 1 E 2.0 30.000 120 24.634 to IT 5.0 7.000 0.0 120 162 25.49 1.049 0.0 37.000 0.2039 7.543 Vel = 9.46 120 162 0.0 1.25 IT 6.0 11.000 120 32.177 to 0.0 6.000 0.0 121 162 25.49 1.38 0.0 17.000 0.0536 0.911 Vel = 5.47 0.0 121 25.49 33.088 K Factor= 4.43 122 162 20.00 1 3E 6.0 13.000 120 13.297 to IT 5.0 11.000 0.0 123 162 20.0 1.049 0.0 24.000 0.1301 3.123 Vel = 7.42 123 162 21.94 1 0.0 10.000 120 16.420 to 0.0 0.0 0.0 124 162 41.94 1.049 0.0 10.000 0.5122 5.122 Vel = 15.57 124 162 24.56 1.25 0.0 7.000 120 21.542 to 0.0 0.0 0.0 125 162 66.5 1.38 0.0 7.000 0.3160 2.212 Vel = 14.26 125 162 26.47 1.5 0.0 28.000 120 23.754 to 0.0 0.0 0.0 126 162 92.97 1.61 0.0 28.000 0.2772 7.762 Vel = 14.65 126 162 0.0 2 0.0 12.000 120 31.516 to 0.0 0.0 70.162 127 0 92.97 2.067 0.0 12.000 0.0821 0.985 Vel = 8:89 0.0 127 92.97 102.663 K Factor= 9.18 130 162 59.47 4 0.0 5.000 120 32.677 to 0.0 0.0 0.0 131 162 59.47 4.026 0.0 5.000 0.0014 0.007 Vel = 1.50 131 162 126.71 4 0.0 15.000 120 32.684 to 0.0 0.0 0.0 132 162 186.18 4.026 0.0 15.000 0.0115 0.173 Vel = 4.69 132 162 27.35 4 0.0 41.000 120 32.857 to 0.0 0.0 0.0 118 162 213.53 4.026 0.0 41.000 0.0149 0.610 Vel = 5.38 118 162 217.38 4 1E 10.0 38.000 120 33.467 to 0.0 10.000 0.0 140 162 430.91 4.026 0.0 48.000 0.0545 2.617 Vel = 10.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 i Building Engineering Resources Page 10 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe *""" " Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 140 162 0.0 4 1T 20.0 56.000 120 36.084 to 0.0 20.000 0.0 145 162 430.91 4.026 0.0 76.000 0.0545 4.143 Vel = 10.86 145 162 0.0 4 1E 10.0 5.000 120 40.227 to 0.0 10.000 10.178 146 138.500 430.91 4.026 0.0 15.000 0.0545 0.818 Vel = 10.86 146 138.500 0.0 4 1E 10.0 23.500 120 51.223 to 0.0 10.000 0.0 147 138.500 430.91 4.026 0.0 33.500 0.0545 1.826 Vel = 10.86 147 138.500 0.0 4 1E 10.0 9.000 120 53.049 to 1T 20.0 30.000 0.0 148 138.500 430.91 4.026 0.0 39.000 0.0545 2.126 Vel = 10.86 148 138.500 0.0 4 1 E 10.0 24.500 120 55.175 to 0.0 10.000 2.815 149 132 430.91 4.026 0.0 34.500 0.0545 1.881 Vel = 10.86 _ -------- ---------- ---------- 149 ----- -- -- ------ ------- --------- -- -- - - - 149 132 0.0 4 1T 20.0 6.500 120 59.871 to 0.0 20.000 0.0 150 132 430.91 4.026 0.0 26.500 0.0545 1.445 Vel = 10.86 - -- _-----...------ ----- -------- - ------ - - ---------_..------- 150 132 0.0 6 1 E 14.0 8.000 120 61.316 to 0.0 14.000 0.0 160 132 430.91 6.065 0.0 22.000 0.0074 0.163 Vel =. 4.79 160 132 0.0 6 2C 2.0 8.000 120 61.479 to 2G 6.0 22.000 2.599 161 126 430.91 6.065 1E 14.0 30.000 0.0074 0.222 Vel = 4.79 161 126 0.0 6 1E 20.084 6.000 140 64.300 to 0.0 20.084 0.0 162 126 430.91 6.16 0.0 26.084 0.0052 0.135 Vel = 4.64 162 126 0.0 6 1E 20.084 10.000 140 64.435 to 0.0 20.084 0.0 170 126 430.91 6.16 0.0 30.084 0.0052 0.155 Vel = 4.64 170 126 0.0 6 1 T 43.037 131.000 140 64.590 to 0.0 43.037 0.0 171 126 430.91 6.16 0.0 174.037 0.0052 0.899 Vel = 4.64 171 126 0.0 12 1T 93.767 200.000 140 65.489 to 0.0 93.767 -3.032 172 133 430.91 12.34 0.0 293.767 0.0002 0.052 Vel = 1.16 172 133 0.0 6 0.0 7.000 140 62.509 to 0.0 0.0 0.0 TEST 133 430.91 6.16 0.0 7.000 0.0051 0.036 Vel = 4.64 100.00 Qa = 100.00 TEST 530.91 62.545 K Factor= 67.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 COs Residences at Stevens Corner,North Andover,MA COUGHLIN SHEET NO. 1 OF 1 ENVIRONMENTAL CALCULATED BY: AAS DATE: 19-May-09 CHECKED BY: GATE: SERVICES, LLC i SCALE: North Andover,MA HYDRANT FLOW TEST I.D.: SC-1 Location: 32 Park Street, North Andover, MA F +—_ —I I I I I Test Date/Time: Mav 19, 2009, 9:55 AM Test Performed By: Coughlin Environmental Services, LLC Test Witnessed By:North Andover Dept.of Public Works-Water Dept(Dan Hollins&Lou Solomon) Pleasant St. - - VFW Parking Lot o� VFW o HYDRANT#2 HYDRANT#1 Elev. =136.03 Elev.=130.56 77- Park Street Proposed Site MONITORING HYDRANT: Hydrant#1 7 Static Pressure: 101 psi (observed) Elev. Corrected Pressure: 98.6 psi Residual Pressure: 90 psi (observed) Elev. Corrected Pressure: 87.6 si FLOWING HYDRANT: Hydrant#2 Static Pressure: 98 psi (observed) (Nozzle:One 2-1/2"with internal C=0.9) Residual Pressure: 80 psi (observed) Flow: 1410 qpm (PITOT) Flow Tube Coefficient:0.845 (w/GPM direct read) Adjusted Flow: 1410 qpm jlA:Itern�ateR�esidu�als: Qr= QfxHr*0.54/Hf 0.54 ADJUTED TO 20 PSI Qr- 4079 qpm ADJUSTED TO Qr-1250 qpm =89.78 PSI Site Specific Data for Proposed Apartments JgL 128.91) '` a ADJUSTED TO Elev. 128.91 (Threshold Elev.), w/20 PSI Residual: NDR CIV w . Qr- 4061 qpm NOTE: Sutton Hill Storage Tank is closest storage tank. 362'Mean Sea Level to o a s Overflow. 356'Mean Sea Level is Typical Tank Elev. 6'to 9.5'Typical Operating Range. Typically at 7'+/-in the morning. Tank was at 7'during testing period,per F �� Dennis Bedrosian. CONSULTING ENGINEERS AND PLANNERS 62 Montvale Avenue Phone 781-832-1002 Stoneham,MA 02180-3637 Fax 781-138-9654 i COUGHLIN ENVIRONMENTAL SERVICES,LLC North Andover, MA Fire Flow Test 32 Park Street May 19,2009-9:55 AM I{ Y k r 1$ I p ., 1 � � I 3y f aL Y jy E 3 Flowing Hydrant Side Nozzle Invert Elevation= 136.03 Monitoring Hydrant Side Nozzle Invert Elevation= 130.56 Proposed Site Threshold Elevation = 128.91 i July 7,2010 Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Attn: Mr. Brian Leathe, Building Inspector STRUCTURAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT: Proposed Residences at Stevens Corner LOCATION: 75 Park Street, North Andover, MA. I, Ali R. Borojerdi, being a registered professional structural engineer with the firm of DM Berg Consultants, P.C., 570 Hillside Avenue, Needham, Massachusetts 02494, hereby certify that I have supervised the preparation of the structural plans, computations and specifications for the above-named project and that, to the best of my knowledge, information and belief such structural plans, computations,and specifications meet the applicable structural provisions of the Massachusetts State Building Code, Sixth Edition and generally accepted standards of structural engineering practice in effect at the time of performance. I further certify that I, or my authorized representative, shall perform the following tasks for the primary structural components and systems: 1. Review, for the limited purpose of checking for conformance with the design concept and compliance with the information given in the structural construction documents, shop drawings, samples and other submittals of the contractor(s)as required by the structural construction documents; 2. Review quality control procedures for the code-required controlled structural materials;and 3. Visit the site at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding in general accordance with the structural construction documents. I shall submit periodically to our Client, a "Field Report" together with pertinent comments derived from our on-site observations. At completion of the construction, I shall submit to our Client, a certification as to the level of completion of the primary structural components and sys efris. Ali R. Boroierdi, P.E. ALI R. Name 5010JERDI MA 35053 STRUCTURAL. ''' Registration No. 140.35051 .s 9 Professions er Seal Si&'re On this 7 day of July.2010, before me,the undersigned notary public, personally appeared Ali R. Boroierdi (name of document signer), proved to me through satisfactory evidence of identification, which was a valid MA Driver's License,A be the pe son whose name is signed on the preceding or attached document in my presence. (o ic' signature d seal of notary) My commission expires --:2 <t�. PETER M. SHEDLOCK p:lproj091001-099\09072.04\clerica1109072cca-2.d0c Notary Publlc COMMONWEAITHOFMASSACHYSEM My Commission Expires ` r July 29, 2016 r _ i ARCHITECTURAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT: Residences at Stevens Corner 75 Park Street North Andover, MA LOCATION: 75 Park Street North Andover, MA SCOPE OF PROJECT: Alterations and Addition Converting existing nursing home To 42 affordable residential units In accordance with paragraph 116.0 of CMR 780, the Massachusetts State Building Code, I, Lucio Trabucco, Massachusetts registration number 9779, being a Registered Architect with the firm of Nunes Trabucco Architects, 315A Chestnut Street Needham, MA 02492, hereby certify that the architectural plans and specifications involved in the above named project were meet the applicable provisions of the Massachusetts State Building Code, Sixth Edition and generally accepted standards of the Architectural practice in effect at the time of performance. For the above named project I shall review the design concept, shop drawings, samples and other submittals for the architectural components, which are submitted by the contractor in accordance with the requirements of the construction documents. Further, I will be present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the architectural work and to determine in.general if the work is being performed in a manner consistent with the architectural construction documents. I will submit periodically a report of my observations and pertinent comments to the Client and Building Officials. I will submit a report as.to the satisfactory completion of the Architectural work and the readiness of the building for occupancy. Lucio Trabucco ner Name Ap 0.79,9 rolt *, Signature Architectural Seal '; On 09 July, 2010, before me, the undersigned notary public, personally appeared Lucio Trabucco (name of document-%finer), proved to me through satisfactory evidence of identification, which was a valid MA Driver's License, to be person whose name is signed on the preceding or attached document in my presence. NAVWWAMM Official Sig ature and seal of Notary 3 My co is 06es �' i ARCHITECTURAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT: Residences at Stevens Corner 75 Park Street North Andover, MA LOCATION: 75 Park�Street North Andover, MA SCOPE OF PROJECT: Alterations and Addition Converting existing nursing home To 42 affordable residential units In accordance with paragraph 116.0 of CMR 780, the Massachusetts State Building Code, I, Lucio Trabucco, Massachusetts registration number 9779, being a Registered Architect with the firm of Nunes Trabucco Architects, 315A Chestnut Street Needham, MA 02492, hereby certify that the architectural plans and specifications involved in the above named project were meet the applicable provisions of the Massachusetts State Building Code, Sixth Edition and generally accepted standards of the Architectural practice in effect at the time of performance. For the above named project I shall review the design concept, shop drawings, samples and other submittals for the architectural components,which are submitted by the contractor in accordance with the requirements of the construction documents. Further, I will be present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the architectural work and to determine in,generai if the work is being performed in a manner consistent with the architectural construction documents. I will submit periodically a report of my observations and pertinent comments to the Client and Building Officials. I will submit a report as to the satisfactory completion of the Architectural work and the readiness of the building for occupancy, t Lucio Trabucco- Pner Name US Architectural Seal _ « gz Signature On 09 July,2010, before me,`ttie undersigned notary public, personally appeared Lucio Trabucco(name of documentsigner), proved to me through satisfactory evidence of identification, which was a valid MA Driver's License, to be person whose name is signed on the preceding or attached document in my presence. HAMM WAD= $LLQ 4 s Official Sig0lature and seal of Notary _ My co 'is es i 0 AV B XN, 8VF1,VING ENG INERRING RfzS0URCFS. INC. PLUMBING DESIGN AFFIDA VI T .Date: July 6,20.10 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Steven A. Karan, PE,LEED AP certify that to the best of tray knowledge; information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PL UMBING design and will provide Construction Administration.for the project during construction. STEVEN A KARAN PE, LEED AP #34989 Engineer-414 Reg. Number BUILDING ENGINEERING RESOURCES,INC Company 28 MAIN STREET NO EASTON MA ," ''"EC Address t , X5081 230-- 0260 Telephone Numbet' Engineer ti eal cK Signcttttr e On this date Jules, 20161 before rne, the undersigned.>lmmy Public,personally appeared the above warned Steven A. Baran PE LEED AP proved to me throrr,h satisfactory evidence (?f identification which was personal knowledge to be the person(c) whose imime(s) is signed on the preceding or attached document in my Irre.sence, and who swore to me that the contents of the document are,truthful and accurate to the best of his1her•knowledge. Before tne, V U In i on.Expires, 28 Main Street,Building 3A j North Easton,Massachusetts 02356 11—308.230.0260 IF 5'08?30.0265 j BERct3BF..R-engineering.cum i . k3U14i�14G L•N y('N AQRLT:G j1.¢Sc)[iRC.",Cs. Ii1 r. .ELECTRICAL DESIGNAFFIDAVIT .Date: July 6,2010 Project. Residences at Stevens Corner 75 Park Street North Andover,.Massachusetts 1, Alarc R. Plante,PE. certify that to the best of my knowledge, information and belief that the above-referencedproject was designed in accordance with the latest edition of the Massachusetts Building Codes and all Load and State Codes. The Engineer stated below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R PLANTS PE #38119 Engineer-.,?vfA Reg. Number BUILDING ENGINEERING RESOURCES, INC kA OF� Company � 28 MAIN STREET NO EA TON,MA. 0 Address X5083 230 - 0260 Telephone Number Engineer Seal&Signature On this date Ju&-6. 2010, before me, the undersigaed Notary Public,personally appeared the above named Marc R. Plante,PES proved to me throz,;h satisfactory evhkmce of identification which ivm personal knowledtx to be the person(s)it-hose name/s) is signed on the preceding or attached document in my,presence, and who swore to me that the contents of the document are 11,2111rfzd and accurate to the best of his/her knowledge. Before rne, y zissjst� ,Aires, _ 1, 28 Main Street,Building 3A j NorthEaston-Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 J BER iMER-engineering.com i i July 7,2010 Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Attn: Mr.Brian Leathe,Building Inspector STRUCTURAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT: Proposed Residences at Stevens Corner LOCATION: 75 Park Street, North Andover, MA. I, Ali R. Borojerdi, being a registered professional structural engineer with the firm of DM Berg Consultants, P.C., 570 Hillside Avenue, Needham, Massachusetts 02494, hereby certify that I have supervised the preparation of the structural plans, computations and specifications for the above-named project and that,to the best of my knowledge, information and belief such structural plans,computations,and specifications meet the applicable structural provisions of the Massachusetts State Building Code, Sixth Edition and generally accepted standards of structural engineering practice in effect at the time of performance. I further certify that I, or my authorized representative, shall perform the following tasks for the primary structural components and systems: 1. Review,for the limited purpose of checking for conformance with the design concept and compliance with the information given in the structural construction documents, shop drawings, samples and other submittals of the contractor(s)as required by the structural construction documents; 2. Review quality control procedures for the code-required controlled structural materials;and 3. Visit the site at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding in general accordance with the structural construction documents. I shall submit periodically to our Client, a "Field Report' together with pertinent comments derived from our on-site observations. At completion of the construction, I shall submit to our Client, a certification as to the level of completion of the primary structural components and sys e s. Ali R. Borojerdi, P.E. A,LI R. Name 50MJER01 MA 35053 $TRUCIUR& Registration No. NO.Ws3 •s Professional erSeal Si ature On this 7 day of July;2010, before me,the undersigned notary public, personally appeared Ali R.Borojerdi (name of document signer), proved to me through satisfactory evidence of identification, which was a valid MA Driver's License,,t be the pe son whose name is signed on the preceding or attached document in my presence. (officU signature,aTid seal of notary) " My commission expires PETER M SHEDtOCK r aroV09`:�61 C99'G9Ci2,; tcierical;C5�7l ra-2rcc Notary Public COMMONWEALTH OF MASSACHUSETTS My Commission Expires _ duly 29, 2016 FIRE PROTECTIONDESIGNAFFIDAVIT Date: July 6,2010 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts 1, Steven A. Karan, ffLEED AP certify that to the best of my knowledge, information and belief that the above-referenced ivas designed in accordance with the latest edition oJ'the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTI0IV design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE,LEED AP #34989 Engineer-AIA Reg Number BUILDING ENGINEERING RESOURCES, INC, Company STEVEN A (\x 5"u Ec" 28 MAIN STREET NO. EASTONJMA PO IC,AL Address A (508) 230 - 0260 A Telephone Number Engineer eal&Signature Oti this date July 6.2010. before me, the unch rs i�,,-ned Notary Public,personally appeared the above iiamed Steven A. K Laram PE.LEEPAP proved to me through sotislaclon evidence ref idew�ficofion which vvm'personal knowle(,I-e to he the person(s) whose nwne(S) i,,S'Sig led on the preceding or attached document in my presence, and who sivore to me that the contents of the document are,truthful and accurate to the best of hislher knowledge. -Before me, v 28 Main Street,Building 3A North Easton,Massachusetts 02356 I'r 508.230.0260 IF 508.230.0265 BER,@tBER-engineering.Con1 -9orm'"Im. B BUILDING RN'.INCFRING R,SOLIRC.ES, INC. MECHANICAL DESIGNAFFIDA VIT Date: July 6, 2010 Project: Residences at Stevens Corner 75 Park Street North Andover, Massachusetts 1, Steven A. Karan.PE,LEED AP, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and allLocal and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction A dministration.for the prqject during construction. STEVEN A. KARAN, PE, LEED AP #34989 Engineer- UA Reg. Number BTALDING ENGINEERING RE,SOURCES,INC, Company S T E VEN'�'N"'R�' 28 MAIN STREET NO, 'ASTON,MA 4A Address T (508) 230 - 0260 ............... Telephone Number Engineer Seal&Signature 011 this date e J it/y 6, 2010 before me, the undersigned Notary Public,per-sonall);appeared the above named Skeven A.-Karan, PL LEED AlP proved to me through so isf ietw-.).,evidence of identificvfion which Ivas personal knom ledge to be the person(s) ivhaye name(s) is signed on the preceding or attached document in my presence, and who sivom to me that the contents cif the document are,truthful and accurate to the best of his/het-kwow-le(4ge. _-] efore me, -c- �11) n T.xpires, 23 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508,230.0260 IF 508.230.02651 BER@BER-en-incering com B R BUILDING ENGINEERING RESOURCES, INC. PLUMBING DESIGN A FFIDA VIT Date: July 6, 2010 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Steven A Karan,PE,LEED AP, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PLUMBING design and will provide Construction Administration for the project during construction. STEVEN A KARAN PE LEED AP #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, �P�SHOFMgss Company 90 STEVEN A. yG� KARAN 28 MAIN STREET NO EA TON, MA a EC NICAL N Address A N es�a Tl /0 (508) 230 - 0260 Telephone Number Engi eer eal&Signature On this date Jules, 2010. before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE, LEED AP proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. fore me, V U m i on Expires, (a ov 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B R BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL DESIGN AFFIDAVIT Date: July 6, 2010 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Marc R. Plante,PE, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts BuildingCodes and all Local and State Codes. The Engineer stated g below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R. PLANTE, PE 438119 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, -,ViOF, y�q Company ° POR 28 MAIN STREET NO EASTON MA E c CAL Address (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date Jules, 2010, before me, the undersigned Notary Public,personally appeared the above named Marc R. Plante,PE, proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. Before me, y iss' Aires, 6 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engincering.com i B . R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL DESIGNAFFIDAVIT Date: July 6, 2010 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts I, Steven A. Karan,PE,LEED AP. certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE, LEED AP #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, VI�Wo"OFMgss9 0 Company STEVEN A. yG o KARAN 28 MAIN STREET NO. EASTON, MAS N H q AL Address c T s vA ENG` (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date July 6,2010, before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE,LEED AP,_ proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. efore me, y C ' n Expires, i 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com i B , R BUILDING ENGINEERING RESOURCES, INC. FIRE PR 0 TECTION DESIGN A FFIDA VIT Date: July 6, 2010 Project: Residences at Stevens Corner 75 Park Street North Andover,Massachusetts i I, Steven A. Karan,PE, LEED AP; certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE, LEED AP #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, H ��PvAOFMkss9 c Company �o� STEVEN A. tiN KARAN R MEC ANICAL 28 MAIN STREET NO. EASTON, MA No. 989 Address o T (508) 230 - 0260 Telephone Number Engineer eal&Signature On this date Jul v 6, 2010, before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE,LEED AP, proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose names) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. ore me, n Expires, 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engincering.com I B R BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435.4602 Fax: (508)230-0265 Fax: (401)435-0608 BER@BER-Engmeering.com www.ber-engineering.com Building Engineering Resources 28 Main Street, Building 3A No. Easton, MA 02356 508-230-0260 Job Name Building Location 75 Park St. No. Andover, Ma. System Contract 09052.00 Data File Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Building Engineering Resources Page 1 Date City Water Supply: Demand: C1 -Static Pressure : 98.6 D1 - Elevation 12.776 C2 - Residual Pressure: 87.6 D2 -System Flow 430.911 C2 - Residual Flow 1410 D2 -System Pressure 62.545 Hose (Adj City ) Hose ( Demand ) 100 D3 -System Demand 530.911 Safety Margin 34.249 150 140 130 p 120 R 110 C1 E 100 S 90 C S 80 U 70 D2 R 60 E 50 D3 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Building Engineering Resources Page 2 Date Fitting Legend Abbrev. Name '/: 3/A 1 1Ya 1'/z 2 2%z 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Building Engineering Resources Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 98.6 87.6 1410.0 96.794 530.91 62.545 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 162.5 5.6 16.99 23.09 2 162.5 5.6 17.53 23.45 3 162.5 5.6 21.99 26.26 4 167.5 5.6 21.77 26.13 5 162.5 5.6 15.78 22.25 6 162.5 5.6 17.59 23.49 7 167.5 5.6 19.75 24.89 8 167.5 5.6 23.62 27.22 9 167.5 5.6 26.58 28.87 10 163.0 5.6 28.91 30.11 11 163.0 5.6 27.48 29.36 12 171.0 5.6 23.85 27.35 13 167.5 5.6 20.72 25.49 14 162.5 5.6 12.76 20.0 15 162.5 5.6 15.35 21.94 16 162.5 5.6 19.23 24.56 17 162.5 5.6 22.34 26.47 100 162.0 17.63 101 162.0 19.67 102 162.0 23.39 103 162.0 27.88 104 162.0 32.46 107 162.0 32.77 118 162.0 33.47 121 162.0 33.09 105 162.0 25.75 106 162.0 32.15 108 162.0 16.39 109 162.0 18.25 110 162.0 18.77 111 162.0 24.18 112 162.0 28.42 114 162.0 30.89 115 162.0 30.18 116 162.0 28.71 113 162.0 30.3 119 162.0 24.63 120 162.0 32.18 122 162.0 13.3 123 162.0 16.42 124 162.0 21.54 125 162.0 23.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Building Engineering Resources Page 4 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 126 162.0 31.52 130 162.0 32.68 131 162.0 32.68 132 162.0 32.86 140 162.0 36.08 145 162.0 40.23 146 138.5 51.22 147 138.5 53.05 148 138.5 55.18 149 132.0 59.87 150 132.0 61.32 160 132.0 61.48 161 126.0 64.3 162 126.0 64.43 170 126.0 64.59 171 126.0 65.49 172 133.0 62.51 TEST 133.0 62.55 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 5 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ***`*** Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 162.500 5.60 23.09 1 1E 2.0 0.500 120 16.994 to 0.0 2.000 0.217 100 162 23.09 1.049 0.0 2.500 0.1696 0.424 Vel = 8.57 0.0 100 23.09 17.635 K Factor= 5.50 2 162.500 5.60 23.45 1 2E 4.0 2.000 120 17.533 to 1 T 5.0 9.000 0.217 101 162 23.45 1.049 0.0 11.000 0.1746 1.921 Vel = 8.71 0.0 101 23.45 19.671 K Factor= 5.29 3 162.500 5.60 26.26 1 IT 5.0 0.500 120 21.994 to 0.0 5.000 0.217 102 162 26.26 1.049 0.0 5.500 0.2153 1.184 Vel = 9.75 0.0 102 26.26 23.395 K Factor= 5.43 4 167.500 5.60 26.13 1 1 E 2.0 5.500 120 21.769 to 0.0 2.000 2.382 105 162 26.13 1.049 0.0 7.500 0.2133 1.600 Vel = 9.70 0.0 105 26.13 25.751 K Factor= 5.15 5 162.500 5.60 22.25 1 1 E 2.0 0.500 120 15.782 to 0.0 2.000 0.217 108 162 22.25 1.049 0.0 2.500 0.1580 0.395 Vel = 8.26 0.0 108 22.25 16.394 K Factor= 5.50 6 162.500 5.60 23.49 1 1 E 2.0 0.500 120 17.591 to 0.0 2.000 0.217 109 162 23.49 1.049 0.0 2.500 0.1752 0.438 Vel = 8.72 0.0 109 23.49 18.246 K Factor= 5.50 7 167.500 5.60 24.89 1 1 T 5.0 5.500 120 19.751 to 0.0 5.000 2.382 111 162 24.89 1.049 0.0 10.500 0.1950 2.048 Vel = 9.24 0.0 111 24.89 24.181 K Factor= 5.06 8 167.500 5.60 27.22 1 1 T 5.0 5.500 120 23.620 to 0.0 5.000 2.382 112 162 27.22 1.049 0.0 10.500 0.2302 2.417 Vel = 10.10 0.0 112 27.22 28.419 K Factor= 5.11 9 167.500 5.60 28.87 1 1E 2.0 5.500 120 26.581 to 0.0 2.000 2.382 114 162 28.87 1.049 0.0 7.500 0.2567 1.925 Vel = 10.72 0.0 114 28.87 30.888 K Factor= 5.19 10 163 5.60 30.11 1 IE 2.0 1.000 120 28.915 to 0.0 2.000 0.433 115 162 30.11 1.049 0.0 3.000 0.2773 0.832 Vel = 11.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 6 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe **'*" Notes *** I Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 115 30.11 30.180 K Factor= 5.48 11 163 5.60 29.36 1 1 E 2.0 1.000 120 27.480 to 0.0 2.000 0.433 116 162 29.36 1.049 0.0 3.000 0.2647 0.794 Vel = 10.90 0.0 116 29.36 28.707 K Factor= 5.48 12 171 5.60 27.35 1 1 E 2.0 9.000 120 23.851 to 0.0 2.000 3.898 113 162 27.35 1.049 0.0 11.000 0.2322 2.554 Vel = 10.15 0.0 113 27.35 30.303 K Factor= 4.97 13 167.500 5.60 25.49 1 1 E 2.0 5.500 120 20.723 to 0.0 2.000 2.382 119 162 25.49 1.049 0.0 7.500 0.2039 1.529 Vel = 9.46 0.0 119 25.49 24.634 K Factor= 5.14 14 162.500 5.60 20.00 1 1 E 2.0 0.500 120 12.755 - to 0.0 2.000 0.217 122 162 20.0 1.049 0.0 2.500 0.1300 0.325 Vel = 7.42 0.0 122 20.00 13.297 K Factor= 5.48 15 162.500 5.60 21.94 1 1 T 5.01 0.500 120 15.354 to 0.0 5.000 0.217 123 162 21.94 1.049 0.0 5.500 0.1544 0.849 Vel = 8.14 0.0 123 21.94 16.420 K Factor= 5.41 16 162.500 5.60 24.56 1 2E 4.0 2.000 120 19.232 to 1T 5.0 9.000 0.217 124 162 24.56 1.049 0.0 11.000 0.1903 2.093 Vel = 9.12 0.0 124 24.56 21.542 K Factor= 5.29 17 162.500 5.60 26.47 1 1T 5.0 0.500 120 22.335 to 0.0 5.000 0.217 125 162 26.47 1.049 0.0 5.500 0.2185 1.202 Vel = 9.83 0.0 125 26.47 23.754 K Factor= 5.43 100 162 23.09 1 0.0 12.000 120 17.635 to 0.0 0.0 0.0 101 162 23.09 1.049 0.0 12.000 0.1697 2.036 Vel = 8.57 101 162 23.44 1 0.0 6.000 120 19.671 to 0.0 0.0 0.0 102 162 46.53 1.049 0.0 6.000 0.6207 3.724 Vel = 17.27 _ 102 162 26.27 1.25 0.0 12.000 120 23.395 to 0.0 0.0 0.0 103 162 72.8 1.38 0.0 12.000 0.3735 4.482 Vel = 15.62 103 162 0.0 1.5 0.0 26.000 120 27.877 to 0.0 0.0 0.0 104 162 72.8 1.61 0.0 26.000 0.1763 4.585 Vel = 11.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 7 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe '"'**** Notes **** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 104 162 0.0 2.5 0.0 14.000 120 32.462 to 0.0 0.0 0.0 107 162 72.8 2.469 0.0 14.000 0.0219 0.307 Vel = 4.88 107 162 26.12 2.5 0.0 18.000 120 32.769 to 0.0 0.0 0.0 118 162 98.92 2.469 0.0 18.000 0.0388 0.698 Vel = 6.63 118 162 -217.38 2.5 0.0 7.000 120 33.467 to 0.0 0.0 0.0 121 162 -118.46 2.469 0.0 7.000 -0.0541 -0.379 Vel = 7.94 121 162 25.49 2.5 0.0 17.000 120 33.088 to 0.0 0.0 70.162 127 0 -92.97 2.469 0.0 17.000 -0.0345 -0.587 Vel = 6.23 0.0 127 -92.97 102.663 K Factor= -9.18 105 162 26.13 1 0.0 30.000 120 25.751 to 0.0 0.0 0.0 106 162 26.13 1.049 0.0 30.000 0.2134 6.401 Vel = 9.70 106 162 0.0 1.25 0.0 11.000 120 32.152 to 0.0 0.0 0.0 107 162 26.13 1.38 0.0 11.000 0.0561 0.617 Vel = 5.60 0.0 107 26.13 32.769 K Factor= 4.56 108 162 22.25 1 1T 5.0 10.000 120 16.394 to 0.0 5.000 0.0 110 162 22.25 1.049 0.0 15.000 0.1585 2.377 Vel = 8.26 0.0 110 22.25 18.771 K Factor= 5.14 109 162 23.49 1 0.0 3.000 120 18.246 to 0.0 0.0 0.0 110 162 23.49 1.049 0.0 3.000 0.1750 0.525 Vel = 8.72 110 162 22.24 1 0.0 9.000 120 18.771 to 0.0 0.0 0.0 111 162 45.73 1.049 0.0 9.000 0.6011 5.410 Vel = 16.98 111 162 24.89 1.25 0.0 12.000 120 24.181 to 0.0 0.0 0.0 112 162 70.62 1.38 0.0 12.000 0.3532 4.238 Vel = 15.15 112 162 27.22 1.5 1T 8.0 6.000 120 28.419 to 0.0 8.000 0.0 131 162 97.84 1.61 0.0 14.000 0.3046 4.265 Vel = 15.42 0.0 131 97.84 32.684 K Factor= 17.11 114 162 28.87 1 0.0 7.000 120 30.888 to 0.0 0.0 0.0 131 162 28.87 1.049 0.0 7.000 0.2566 1.796 Vel = 10.72 0.0 131 28.87 32.684 K Factor= 5.05 115 162 30.11 1 1T 5.0 4.000 120 30.180 to 0.0 5.000 0.0 130 162 30.11 1.049 0.0 9.000 0.2774 2.497 Vel = 11.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 8 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe **'*** Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 130 30.11 32.677 K Factor= 5.27 116 162 29.36 1 0.0 15.000 120 28.707 to 0.0 0.0 0.0 130 162 29.36 1.049 0.0 ' 15.000 0.2647 3.970 Vel = 10.90 0.0 130 29.36 32.677 K Factor= 5.14 113 162 27.35 1 IT 5.0 6.000 120 30.303 to 0.0 5.000 0.0 132 162 27.35 1.049 0.0 11.000 0.2322 2.554 Vel = 10.15 0.0 132 27.35 32.857 K Factor= 4.77 119 162 25.49 1 1 E 2.0 30.000 120 24.634 to IT 5.0 7.000 0.0 120 162 25.49 1.049 0.0 37.000 0.2039 7.543 Vel = 9.46 120 162 0.0 1.25 IT 6.0 11.000 120 32.177 to 0.0 6.000 0.0 121 162 25.49 1.38 0.0 17.000 0.0536 0.911 Vel = 5.47 0.0 121 25.49 33.088 K Factor= 4.43 122 162 20.00 1 3E 6.0 13.000 120 13.297 to IT 5.0 11.000 0.0 123 162 20.0 1.049 0.0 24.000 0.1301 3.123 Vel = 7.42 123 162 21.94 1 0.0 10.000 120 16.420 to 0.0 0.0 0.0 124 162 41.94 1.049 0.0 10.000 0.5122 5.122 Vel = 15.57 124 162 24.56 1.25 0.0 7.000 120 21.542 to 0.0 0.0 0.0 125 162 66.5 1.38 0.0 7.000 0.3160 2.212 Vel = 14.26 125 162 26.47 1.5 0.0 28.000 120 23.754 to 0.0 0.0 0.0 126 162 92.97 1.61 0.0 28.000 0.2772 7.762 Vel = 14.65 126 162 0.0 2 0.0 12.000 120 31.516 to 0.0 0.0 70.162 127 0 92.97 2.067 0.0 12.000 0.0821 0.985 Vel = 8.89 0.0 127 92.97 102.663 K Factor= 9.18 130 162 59.47 4 0.0 5.000 120 32.677 to 0.0 0.0 0.0 131 162 59.47 4.026 0.0 5.000 0.0014 0.007 Vel = 1.50 131 162 126.71 4 0.0 15.000 120 32.684 to 0.0 0.0 0.0 132 162 186.18 4.026 0.0 15.000 0.0115 0.173 Vel = 4.69 132 162 27.35 4 0.0 41.000 120 32.857 to 0.0 0.0 0.0 118 162 213.53 4.026 0.0 41.000 0.0149 0.610 Vel = 5.38 118 162 217.38 4 1E 10.0 38.000 120 33.467 to 0.0 10.000 0.0 140 162 430.91 4.026 0.0 48.000 0.0545 2.617 Vel = 10.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Building Engineering Resources Page 9 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe **""*"" Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 140 162 0.0 4 IT 20.0 56.000 120 36.084 to 0.0 20.000 0.0 145 162 430.91 4.026 0.0 76.000 0.0545 4.143 Vel = 10.86 145 162 0.0 4 IE 10.0 5.000 120 40.227 to 0.0 10.000 10.178 146 138.500 430.91 4.026 0.0 15.000 0.0545 0.818 Vel = 10.86 146 138.500 0.0 4 IE 10.0 23.500 120 51.223 to 0.0 10.000 0.0 147 138.500 430.91 4.026 0.0 33.500 0.0545 1.826 Vel = 10.86 147 138.500 0.0 4 IE 10.0 9.000 120 53.049 to IT 20.0 30.000 0.0 148 138.500 430.91 4.026 0.0 39.000 0.0545 2.126 Vel = 10.86 148 138.500 0.0 4 1E 10.0 24.500 120 55.175 to 0.0 10.000 2.815 149 132 430.91 4.026 0.0 34.500 0.0545 1.881 Vel = 10.86 149 132 0.0 4 IT 20.0 6.500 120 59.871 to 0.0 20.000 0.0 150 132 430.91 4.026 0.0 26.500 0.0545 1.445 Vel = 10.86 150 132 0.0 6 1E 14.0 8.000 120 61.316 to 0.0 14.000 0.0 160 132 430.91 6.065 0.0 22.000 0.0074 0.163 Vel = 4.79 160 132 0.0 6 2C 2.0 8.000 120 61.479 to 2G 6.0 22.000 2.599 161 126 430.91 6.065 1 E 14.0 30.000 0.0074 0.222 Vel = 4.79 161 126 0.0 6 1 E 20.084 6.000 140 64.300 to 0.0 20.084 0.0 162 126 430.91 6.16 0.0 26.084 0.0052 0.135 Vel = 4.64 162 126 0.0 6 1 E 20.084 10.000 140 64.435 to 0.0 20.084 0.0 170 126 430.91 6.16 0.0 30.084 0.0052 0.155 Vel = 4.64 170 126 0.0 6 IT 43.037 131.000 140 64.590 to 0.0 43.037 0.0 171 126 430.91 6.16 0.0 174.037 0.0052 0.899 Vel = 4.64 171 126 0.0 12 IT 93.767 200.000 140 65.489 to 0.0 93.767 -3.032 172 133 430.91 12.34 0.0 293.767 0.0002 0.052 Vel = 1.16 172 133 0.0 6 0.0 7.000 140 62.509 to 0.0 0.0 0.0 TEST 133 430.91 6.16 0.0 7.000 0.0051 0.036 Vel = 4.64 100.00 Qa = 100.00 TEST 530.91 62.545 K Factor= 67.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t t B E R BUILDING ENGINEERING RESOURCES, INC. Fire Protection and Life Safety Systems Narrative and Code Analysis BER Project #09052 Prepared For: Nunes Trabucco Architects Residences at Steven's Corner 75 Park Street North Andover, MA July 1, 2009 Prepared By: Chris Perrotta—Fire Protection Engineer Doug Durocher—Fire Alarm Engineer 28 Main Street,Building 3A North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 BER@BER-engineering.com Fire Protection and Life Safety Systems Narrative and Code Analysis Residences at Steven's Corner/Project#09052 July 1,2009 Page 1 In accordance with 780 CMR Section 901.7.1.1 the following information is presented: I. Basis of Fire Protection and Fire Alarm Design A. Building Description: 1. The building is a three (3) story, "Residential"use steel and masonry building. 2. Total building square feet is approximately 51,500 square feet. 3. Use Group per area/code is"Residential"use group. 4. Building height above grade is three (3) stories. 5. Floors below grade—zero (0). 6. Construction type is "2B". II. Sequence of Operation A. Fire Alarm and Fire Suppression Systems Operation: 1. The fire alarm system shall operate automatically to sound all interior building evacuation alarms and flash all alarm strobes upon activation from pull stations, detectors, or sprinkler water flow devices. Upon initiation of any manual or automatic alarm device, the Fire Department shall be notified via the building mounted Master Box and a Central Station connection. 2. When a fire starts,the fusible links at the sprinkler heads are melted, allowing water to flow from the system. A flow or pressure switch triggers an alarm within the building. The fire alarm panel will notify the fire department. III. Testing of Systems A. Final Fire Suppression and Fire Alarm Acceptance Test: 1. Pre and Final Tests/Warranty: a. The system shall be fully tested by a UL Certified Testing Company, in accordance with UL Guidelines and NFPA Standards. Each and every device shall be tested. b. A copy of the Final Test Report shall be submitted indicating proper functioning of the system and conformance to the Specifications. The Test shall be performed by UL Certified and Factory-Trained Qualified Technicians. Each and every device shall be tested and stand-alone operation of remote panels shall be verified. 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BERa.BER-engineering.com P:\09052\Correspondence\Narrative(Fire Protection) July 01 2009.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Residences at Steven's Corner/Project#09052 July 1,2009 Page 2 c. Manufacturer shall guarantee all system equipment for a period of one (1) year from the date of Final Acceptance of the system. d. The Contractor shall guarantee all raceways and wiring to be free from inherent mechanical or electrical defects for one (1) year from the date of Final Acceptance of the system. e. As part of the testing portion of the system, the Contractor shall perform the following tests: 1) Pre Test: a) Required Participants: (1) The Engineer and Architect (2) Owner's Representative (3) The Electrical Contractor (4) The Fire Alarm Manufacturer b) Test Procedures: (1) Every device is tested (smoke detector is tested with smoke,pull stations pulled,horns and strobes set-off, etc.). (2) All new piping will be flushed and tested at 200 pounds for two (2) hours. If any leaks are detected they will be repaired. Following the repairs the 2-hour test will be done again. (3) The tamper switches will be tested by shutting the control valves, on which they are mounted. When the valve is closed, it shall activate the supervisory signal at the fire alarm panel. (4) The flow switches will tests as follows: (a) Each zone will have a test valve. (b) These tests will be normally shut. (c) They will be opened and they will allow a water flow. (d) They will activate the flow switches. (e) The flow switches will activate the alarm. 2) Final Acceptance Test: a) Submission to Town of North Andover Fire Department before Final Acceptance Test. The following paper needs to be submitted to the Fire Department prior to Final Testing. (1) Affidavits by Designer. Letter certifying system has been installed according to Plans and Specifications and has witnessed that it is 100% operational and ready for Final Testing. (2) Affidavits by the Electrical Contractor. Letter certifying system is complete. (3) The Fire Alarm Manufacturer. Certification of complete system. (4) Copy of the Manufacturer's Program Notes. (5) Copy of the Stamped Drawings (As-builts if available). 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BERIasBER-engineering.com P:\09052\Correspondence\Narrative(Fire Protection) July 01 2009.doc I Fire Protection and Life Safety Systems Narrative and Code Analysis Residences at Steven's Corner/Project#09052 July 1,2009 Page 3 b) Final Acceptance Test: (1) Test system as per Town of North Andover Fire Department direction. NOTE: Test should be scheduled only after the system is 100%pre- tested and approved by the Designer. Allow extra time for scheduling of the Fire Department. If acceptable, Fire Department issues a letter accepting the system to Building Inspector. (2) Required Participants: (a) Building Inspector (b) Town of North Andover Fire Department (c) Designer (d) General Contractor (e) Electrical Contractor NOTE: This Test is required for a"Certificate of Occupancy"by the Building Inspector. (3) Fire Alarm Test and Inspection Contract: (a) Each Contractor shall include as part of their Base Bid, the cost of a one (1) year test and Inspection Contract. This Contract shall provide for quarterly tests according to UL,NFPA and Local Requirements. Upon its' expiration, the Contract shall be renewable by the Building Owner. (4) Training: (a) The Contractor shall provide the services of the Manufacturer's Representative for a period of eight(8)hours, during normal business hours, to instruct the Owner's designated personnel and Fire Department Response Teams on the operation of the system. IV. Systems Description: A. Building and site access for firefighting and/or rescue vehicle(s) and personnel. 1. Emergency response vehicles and personnel can access the building directly by approaching from three sides of the building on paved parking areas, off of Park Street and Osgood Street. B. Fire hydrant(s) location and water supply information. 1. Afire hydrant will be located within 100 feet of the building. 28 Main Street,Building 3A North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 BER;ii;BER-engineering.com P:\09052\Correspondence\Narrative(Fire Protection) July 01 2009.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Residences at Steven's Corner/Project#09052 July 1,2009 Page 4 2. Water supply information: a. Source: Coughlin Environmental Services b. Test Date: May 19, 2009 c. Static Pressure: 98.6 psi d. Residual Pressure: 87.6 psi e. Flow: 1,410 gpm f. Location: Park Street C. Type/description and design layout of the automatic sprinkler system(s). 1. The new wet sprinkler system will be fed from an existing main, located in the street. The existing 6" sprinkler main will remain and run into the building. The new system will have a control valve,which will control the entire system. There will be a drain at the control valve. The system will be designed as per NFPA 13. A density of.20 gallons per minute over the most remote 1,500 square feet will be provided. The system will use quick response sprinklers. All areas,which are ordinary hazard,will have sprinkler spacing of a maximum of 130 square feet. D. Automatic sprinkler system(s) control equipment location. 1. The alarm valve is located in the Sprinkler Room,which is located at the rear of the building and is accessible from the exterior of the building. E. Type/description and design layout of the automatic standpipe system(s). 1. The building will have a standpipe system. F. Standpipe system hose valve(s)type and location. 1. The building standpipe system will be in the stairs. Stairs 2 & 3 will house 6-inch combined sprinkler standpipes and Stair 1, if required, will house a 4-inch standpipe. G. Fire department Siamese connection type(s) and location. 1. A 4 inch storz fire department connection will be located at the front of the building near the corner of the building closest to the parking lot entrance to the site. H. Type/description and design layout of the fire protective signaling system(s). 1. Building Occupant Notification of a fire alarm is accomplished via new synchronized audio/visual (horn/light) appliances. These appliances will sound automatically based 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER1a-13ER-engineering.corn P:\09052\Correspondence\Narrative(Fire Protection) July 01 2009.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Residences at Steven's Corner/Project#09052 July 1,2009 Page 5 I on an alarm condition initiated by smoke/heat detectors, manual pull stations or sprinkler flow. I. Fire protective signaling system(s) control equipment and remote annunciator location 1. The fire alarm control panel is to be located within the vestibule of the small store. An annunciator is integral to the fire alarm control panel and therefore there will be no remote annunciator. J. Type/description and design layout of the smoke control or exhaust system. 1. The space does not require a smoke control or exhaust system. K. Smoke control or exhaust system(s) control equipment location. 1. The space does not require a smoke control or exhaust system. L. Building life safety system features (auxiliary functions)required to be integrated as part of the fire protective signaling system(s). 1. Based on discussions with the Local Authority Having Jurisdiction, an alarm condition will notify the North Andover Fire Department via a Central Station and a Master Box connection. Additionally,per the North Andover Fire Department, an alarm condition at the duct smoke detectors will initiate a"trouble-only". A tamper (supervisory) condition will notify the Central Station and signal the Master Box but horn/lights appliances within the building will not be activated. M. Type/description and design layout of the fire extinguishing system(s). 1. The building will not include any fire extinguishing systems, other than sprinklers. N. Fire extinguishing system(s) control equipment location. 1. The building will not include any fire extinguishing systems, other than sprinklers. O. Fire protection system(s) equipment room location. 1. The Sprinkler Room is located at the rear of the building and is accessible through a door from the exterior of the building. P. Fire protection system(s) equipment identification and operation signs. 1. Equipment nameplates will be a minimum of 3 inches long by 1.5 inches high. Nameplates will be black surface with white indented letters. 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 1 BER DER-engineering.com P:\09052\Correspondence\Narrative(Fire Protection) July 01 2009.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Residences at Steven's Corner/Project#09052 July 1,2009 Page 6 Q. Fire protection system(s) alarm/supervisory signal transmission method and location. 1. The existing fire alarm Master Box is located at the front of the building exterior. A red strobe light(Tomar#1224) is installed at a location,which indicates the building entrance nearest to the fire alarm control panel. The North Andover Fire Department will be notified of all alarm and trouble (supervisory) conditions via this Master Box and a Central Station connection. R. Fire Command—N/A. S. Emergency Alarm System—N/A. T. CO2 Detection? 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BERiaaBER-engineerin�,.coi P:\09052\Correspondence\Narrative(Fire Protection) July 01 2009.doc I r s Massachusetts— Department of Public Safety Board of Buildim; Regulations and Standards NW Construction Supervisor License: License: CS 64303 pt Restricted to: 00 THOMAS G BISSETT 106 CAROLINA RD TEWKSBURY; MA 01876 Expiration: 8/9/2010 ('ummissioncr Tr#: 2303 J F ORTH Town of O Andover k.. ►►,(( (0 h .d'. �r Y ZQ t�_� �L A K E dower, Mass., COCHICKEWICK 7,p AQRATEO PP�,`�� `SS BOARD OF HEALTH Food/Kitchen .PERMIT T D Septic System ,> THIS CERTIFIES THAT....... .......... e/tGGi�,os cd s^%�C��" o f iv Berl � <-.�...4� .............. Foundation .... ........ .... ..... .... ....... ��a BUILDING INSPECTOR has permission to erect........................................ buildings on . ��.. ... f. `'.. ......:��rthe ..............................�.. Rough �y r�,�,CC Chimney to be occupied as........................ .... �� • .ate.�✓�.F,c.�'.........1'�':...... �....!r..........`1..,..5..: provided that the person accepting this permit hall in every respect conform to the terms oapplication on fl a 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR 1(� Rough .2 -xi...... ,�sc............................. Service ..................... ......... . ... ...... BUILDING INSPECTOR 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& DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE F 115/2010 PRODUCER (617)964-5340 FAX: (617)965-1843 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Marketing Associates Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 150 Wells Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Newton MA 02459 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERAArbella Protection 41360 Landmark Structures Corporation INSURER Ek Hanover 22292 282 Montvale Ave INSURER C: INSURER D: Woburn MA 01801 INSURER E COVERAGES 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 OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'LPOLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS -LTJ3-him TYPE OF INSURANCE GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 R COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 A X CLAIMS MADE FX7 OCCUR 8500045668 1/1/2010 1/1/2011 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY X PRO- 71 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 A ALL OWNED AUTOS 21802400004 1/1/2010 1/1/2011 BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTOONLY. AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE S 2,000,000 X OCCUR EICLAIMS MADE AGGREGATE S 2,000 000 $ A DEDUCTIBLE 4600045658 1/1/2010 1/1/2011 $ X RETENTION $ 10,000 $ A WORKERS COMPENSATION X WC I IMIT FP AND EMPLOYERS'LIABILITY Y/NTORY ANY PRO PR I ETD R/PARTNER/EXECUTIVEFt-4] E.L.EACH ACCIDENT $ 5()0,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NM 9114550110 1/21/2010 1/21/2011 E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe oder SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 B OTHERInland Marine IHN 6974270 1/1/2010 1/1/2011 Leased/Rented frm others $250,000 $1,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Sample of Coverages CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Landmark Structures Corporation DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 282 Montvale Ave. NOTICETOTHE CERTIFICATE HOLDER NAMED TOTHE LEFT,BUT FAILURETO 00 SO SHALL Woburn, MA 01801 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Michael SuscO/DAWN c_: - ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved' INS025 Womof) The ACORD name and logo are registered marks of ACORD I The C'ommonweirith of Al assachusetts Department o f£ndastrial Accidents Office of£nvestigations 600 Washington Street Boston, M4 02111 WWW-MQs�b ov/teaWorkers' Compensation An lieant Information Insurance Affda it: Eniders /Contractors/Electricians/Plumbers Pie-se Print Legibly Name (Business/Organization/Individual): �,(� 4 Address: 8 City/State/ZiP: �j�y,�� SO/ Phone#: -79/- 376- /go Are you an employer?Check the appropriate box: 1•® I am a employer with 2 jJ _ 4. ❑ I am a general contractor and I Tie of project(required): 2•❑ employees(full and/or part-time).* have hired the sub-contractors 6 ❑New construction I am a sole proprietor or partner_ listed on the attached sheet t �• D[�Remodeling ship and have no employees These sdb•-contractors have working for me in any capacity workers com . ' 8 ❑Demolition [No workers'comp, insurance 5. P insurance. ❑ We are a corporation and its 9' ❑Building addition required.] officers have exercised their 10 ❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers'comp, c. 152,§I(4),and we have no insurance required.] f employees. [No workers' 12•❑Roof repairs comp.insurance required-] 13 ❑ Other `•=ny ap Iic—t that checks bos.�!i mos!also M ou!the Sectio-• ~;ow s^ex:r•• Homeowners who submit this affidavit indica *Contractors that ch=ic this bo•*. ° �'a=acing aL'wort and then'hire outside cont;actas sILv,.sS 79riiC a new amdavit indicating such. muo:attsehed an additionai sheet showing the name of the sub-contractors and their workers'comp.poircy information. inform tion. am an emplrryer that isprovidirtg workers'compensation insurance for nzy employeex Below is the policy and job site Insurance Company Name: ,bB„ TfG-17` Policy#or Self-ins.Lic.#: 9 7 � .Expiration Date: Job Site Address: /�4 o� 57 4, Attach a copy of the workers' compensaCity/State/Zip: tion policy dedaration page (showing ` Failure to secure coverage as required under Section 2 the Policy number-and expiration date). fine up to$1,500.00 and/or one-year imprisonment,aswellasMGvilc 152 can lead to the imposition of criminal penalties of a of up to$250.00 a day against the violator. Be advised that a co penalties st e- the foo of a STOP WORK ORDER and a fine Investigations of the DIA for insurance coverage verification PY of statement may be forwarded to the Office of I do hereby certify un thes fP ai ns i+altiePerl+u7'that the information provided above is true and correct Signature: � Phone#; !� °7& „ /� Official use only. Do not write in this area, to be completed bj,ctrj,or tome offlciaL City or Town' P ermit/I,ice Issuing Authority(circle one): ase 1. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspec:5Ep1=bh1-6. Otherctor Contact Person: Phone r: Information an- d 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 pt✓rson in the service of another under any contract of hire, express or implied,oral or written." An employer is defied 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 t3ae legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association og-other legal entity,employing employees. However the owner of a dwellinghouse having not more than three aparbnL eats and who resides therein,or the occupant of the dwelling house of another who employs persons to do mainte;Mance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not be cause 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 c--anstruct buildings in the commonwealth for any applicant who has not produced acceptable evidence of co.Impliance 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.perfonnance of public work un-a1 acceptable evidence of compliance with the inmrance requirements of this chapter have been presented to the contracting authority." Applicants Please fill 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' comp ensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be stue to sign and date the affidavit. The affidavit should be ivtla'nvd to the vitt'Or toMTi that liteappllCa ata-0r. far the perriait or lice`4e u4 being requested,not the Depar�:ent.of Industrial Accidents. Should you have any questions regardin�b the law or u you=:.^ir::ed to obtain a workers' compensation policy,please call the Departrnent at the number listed below. Self-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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given y=,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 pest 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 Office of Investigations would Bice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone.and..fax..number:..._ The Commonwealth of Massachusetts Department Of IndustHal Accidents Office of Inrestiaat ons 600 washin2tan Street Boston,l� 0.21 Il Tel. # 617-72.7-4900 =ft 4406 or 1-8 7-1VLASS-AFE Revised 5-26-05 Fax it 617-72.7-7749 aov/dig REQUEST FOR COMPREHENSIVE PERMIT FOR STEVENS CORNER ' 75 PARK STREET NORTHANDOVER, MA January 24. 2008 r , - +a.,� p i �.k' v ♦ 1 \ T •-. Jk ' l 1, k oo- _�y {( \,� ^#i., �,..~ �,w, ' .> '' ~� ^ """-�.ti.-.,.w f .-�, �.') -V 1 d �� � � � JJJ ttt ' '�. ` #� _...,, ♦ a L i .t,.. � i _ ��++ +� � -ss I LL� j'+ t.,✓a 4j a�•f}r( 3 {� p y r:i, a � -. � �' �.-:.�.....,. f.+..-- "'„�.. � - ►!6 �{P d6 THE GREENERY BUILDING NORTH ANDOVER, MASSACHUSETTS 0 9/DgV sr. 9 y vM \AHS` `g0,1 SAPS`' 3 Vanasse Hangen Brusllfn,Inc. ttavnportetbn Lend Dcvclopmwt F.nvimemmml Serviro 2 Six Betlford Pelma,Suite 607 Site BeH ld,New H—Vb-03110 603-6940888.603-694-2385 N/F 1 Locus Map CHARLES S.11 JOHN D.RANDONE \ (No SCALE) MAP 71.LOT 65 0.61 8001(2481,PAGE 284 HOF A.ro CARIE L&THOMAS PSZYBYSZ — 0'97 MAP 71,LOT W Fns e—pC IFNJII BOOK 4868.PACE 37 1100° PIPE WOOD 9m N 14'33.35 E IF(FO%PE DR N M Legend N 3621 54'E �JJJJ OUND) N 34'33.35'E (FOUND) 1 ® DRNN MANHOLE IRON PIPE G.a (F 130.SJ• ■ CATCH BASIN - (FOUND AND 125.04' ry/9 1269,' '� Plan References ® SEWER MANHOLE HELD FOR UNE) ® ELLCTMC MANHOLE �`. i� ` J, \ `.�`. (D J b1 2'aAT�_gwlAbt- `1 I ` pyAgR / -1 1 1)-PUN OF LAND IN NORTH ANDOVER.MA,PREPARED FOR GREENERY EXTENDED CARE p TELEPHONE MANHOLE CENTER",DATED DECEMBER 11,1992 AND RECORDED AT THE NORTH ESSEX COUNTY MANHOLE `1\i ; _�_ R wMyie sF , ',qg,6',� 'Ii \. REGSTRY OF DEEDS AS PLAN NUMBER 12552. : IM- ANOHOLE ,,YR�E``. I H-Nmt •'s 2) PLAN OF LAND IN NORTH ANDOVER.MA OWED BY ESTATE OF PATRICK 01WON'. ® WATER GATE --- \ 111�AAly BOULARD x , DATED MAY 1969 AND RECORDED AT THE NORTH ESSEX COUNTY REGISTRY OF DEEDS O GPRE AS R GATE 110'WIDE )'4J1 fllvnE' Baa+ ( iii _ ige$. AS PUN NUMBER 6049. GA STREET SIGN UwU tiRPE ' ( / PASSAGEW 1.1, , -PUN OF PROPERTY OWNED BY MRS.MARGARET RYAN SITUATED IN NORTH ANDOVER, Q LIGHT POLE MA',DATED MAY],1904 ANO RECORDED AT 1—NORTH ESSEK COUNTY REGISTRY UTEJTY POLE PAGF112 1 �` 62•/� O-GUY POLE OF DEEDS AS PIAN NUMBER 0.331. y_w GUY WRF 1 'N E _ g 1 y MONITORING WELL EDGE OF PAVEMENT CONCRETE CURB 1 1 F !F R xa.1w VERTICAL GRANGE DDRB I 1 PANR11fT! Imm SLOPED USGRANTEBER EDGE ------ . 1`\�1 ' {, , 1 BITUMINOUS BERM GUARD RAIL wtt�s 1 pE.WNl Sqj ORNNAGE UNE ,YMPIIi�' �M(li x 1 ,I w I f`ISTORY — vEWRHE�El11RE 1111 -' W00 :n-E=UNDERGROUND ELECTRIC ,111, i 'w • O `'3t ` GTELE AS UNE ONE LINE \119'MMPLEA '139:i • iF•a w.lxi.]x' R WATER UNE C'- Jr Upx� GRy 98 9A xs.u' STONE WALL 11EE�A::1l�� T I-B-125.8x' — p. TREE UNE ` `p=pORlb \gIORY I-PtulY �^ w —, 10D-FI BUFFER ZONE IOD-FF RrV0RF DINT AREA N/F •_ — s\ : j ` d+M—2 FT III AREA o TOWN : NORTH ANDOVER �`.\ 3( - -- �',\ \ T B J '--MIT MEAN ANNUM_1rcR WATER (NO BOOK a PAGE REFERENCE FOUND) /� �\1�t�fJIA{NII�AREA= BUILDING FOOTPRINT y '' 1 I /� —OMIT OF BANK \ / \'V7'gba Si I I I I I II I I v Comm OFF,E i WASH. DMN G HOT WATE t BOI FOOD STORAfiE LAM JCA _ PARKING — ROM KRCHEN Mogi. QMCE O�1C OFFICE J THS UL J RE i La ��TTAA�F G 61NIHO AWN DINNO JAN. ALM. y, M. BUSNESS W. J g MMM EIEC. TRANSFORM SGFF (LINING FROM LZURM NU JROOM PARKIN LEGEND FF — FIRE EXTINGUISHER FE Meui S,, N ] — PULL STATION — EVACUATION PICARD BACK TREATMENT I y— DIRECTION OF EGRESS i ARROW sma. s,oR. LNO- - 41 o — — — — — L — L L I— i�1 — No, UP I I I I I I I I I I n EXISTING GROUND FLOOR PLAN WA _ THE GREENERY NUNES-TRABUCCO•ARCHFTECTB EXISTING NrA m a 75 PARK STREET 1410 11191— WIN GROUND FLOOR ��. E-1 ovoovoT NORTH ANDOVER, MA 91� PLAN 0000 I I I I I I I I I I I 2 RE3Mi•1. \ WAG 2 RFDRM. (nP-) nRc W T I W 2 BMRM. BD48tlG 1 &14it1D1 29EQfthL (7w.) _ CDILSILT. L STOR. oEr>cE I QEME STOR. I L 3i 1 L ID!l ML. r BIL L SPFrW STATI I� SOL,- SOIL- - Sf9ffi!�U L 0 L 2 BERRY. 2�Y' 9 0mgm- 2 BFDRAL uED_RM. I I I 2 BFDRY. 2 BFDR11. 2 8MRM L L I L nl L z RmRM. . ROR O L L — L L 2 BE➢fttl. 2 BEDW 2 REDRM. wcnwu I LL_ — r S� 2BFDRM 2 BERRY. L L I L r L ZBEQRM' 2 BEDRM. 2 eE7XiM. 2 BEDRAI. i DR LINEN I�D...2. _ UP - - ---- — L L 2 BM M. 2..BEQM- I I I I I I I I v GME DN SMR NO U I I I I I I I I I I I OEXISTING SECOND FLOOR PLAN E2 t/e'=V-0- WA _ THE OaREENERY MUNl6•TRABUCCO-ARCHITECTS EXISTING MA ^_A 75 PARK STREET ,.,om W R�lhvn Y mw SECOND FLOOR °�Oo-7 4L•� L NORTH ANDOVER, MA � �• PLAN AS N07M 0000 O L WAMNO SB,TNO ROOM w . W-, �.) _ OFFlCE OFFM L sTOR. ZBEM. MR) 41.1 com BdMP Dtl CSnew L TDll.. 7. T. STDL4N - CONCRETE ROOF DECK L J • � y BEDRM. 29ED$M. 2 BEDRM. Z@ED�I• NOURISH Mo MED. RY_ i 3! O O Z_.BEDRM 2 REDRM. L L L 2 eEDm. 2.@EBBM. S[4H• _ 2 BEDRM_ 8I O L r L •BEDM. 2-BED®6 AILumm sms. 2_BEQRM, 2 BEDRM L L z@EDeta• 2 BEQRhL �. oR No,o,2 a UP Q DN SM. Sim OEXISTING THIRD FLOOR PLAN E3 MA THE GREENERY NUNEB•TRABU0C0-A R0 HI T E C T 8 EXISTING NTA E_3 75 PARK STREET .,®"m vd M..w R��.Y�luM6 m,as THIRD FLOOR � NORTH ANDOVER, MA PLAN o 0000 oIX6DNC Sflm D sTM R T. VENEEP WN35 `S: E]6TRC PIASTER DUSUNG SDLP EX6TINC STIR ::`i�:�:i:+ VENFFA Wu i c WINDOWS I �N� 7 Vf1EFA WNLS Hd ,sF!: EJUSIINC D%CK VENEER W/11S EXISTING OSGOOD STREET ELEVATION ES 0 IX511HC SfYF /�j// ulrnxc aaa OmT,Nc PUST�t ax smr .' VENEER VWLS VDFFR WOWS WRDDWS M- 4 -a 1.1. ::1 IF ll� EXISTING DARK STREET ELEVATION 2 oE5 I/B.a,•-D. MA THE GREENERY N U N S B-T R A B U C C C•A R C N I T B C T B EXISTING, MA 75 PARK STREET ,.,®E�e r..,. K..m,v,.u�..� ox,ox EXTERIOR NORTH ANDOVER, MA ELEVATIONS NOT® 0000 o EXISRNG EXISTING BRICK DGSRNG PIASTER WINDOWS VENEER WALLS VENEER WALLS IXISRNG EXISTING PLASTER EXISTING EIRLS WINDOWS VENEER WALLS VENEER WALLS EXISTING REAR EL�WATION E6 o EX6fINC STIOP IXISIING 9R IX69NG PV6fEA WNNPtlS VENEER MLS VENEER WN1S 4' it /,77777/ / / n EXISTING SIDE ELEVATION O E6 MA _ THE GREENERY NUMEB.TRADUCCO-ARCHITECTS EXISTING NRA -A 75 PARK STREET EXTERIOR �� (v�1 ti�-► «.d. NORTH ANDOVER, MA ELEVATIONS AS N°'® 0000 • (H Q p p 1601-01 F L N D 1'-40 22--5' 91_0. 23'-0' 15'-4' 16'-0' 21'-5' 1 q--ol ---—------—------—------ EMEM HW WTE! WANSIDN ARM PNtl@!L -4 ------ orrKx T_� f=_1 E::� t I*RRK)OR T—IL 41 O H_ VE CL TrL OQ CL h—L LI 110 0—a MMOYEaLEMC TRANNS 4. FORM FROM ----------- Oa 4'- � PARKIN cl -;t STM UP ------------ 34'_'i' 45'-10' 221-4' 33,-Iol 22'-5' 91_01 23'-0' 16'-4- 15'-4' 16'-0' 23'-4- 9'-01 23'-4o OPROPOSED FIRST FLOOR PLAN Al WrA THE GREENERY NUN ES-TRABUCCO-ARCH ITECTS EXISTING _NTA 75 PARK STREET w®� =a SECOND FLOORnimvoe A NORTH ANDOVER, MA PLAN AS Nom 0000 A B L D E 160'_01' O G H 1 J q'-0' 23'-0" 16'-4' 15'-4' 16'-0' I-I 21'-5' q'-0' I I I I I I I I I BEDROOM M-EN I INBL tMXG IA'NG WING Ijow BEDROOM DENIM BEDROOM BEDROOM BEDROOM BEDROOM I CIART gppopy v I I I I I I 2 — — - _ — ONNG 0. DINING DINING DINING CL CL WSIEA MTCIrFTJ -- -- - o JK KRCIEN HN gTC_____ IF M GM: i _- I , ' BEDROOM MUTER BEOROOII GOGETMIDOR 6 ilE. Q CL 4 — — v _ ,. __ __ BE➢MIDY -- _- WCKIN WOO _EGL BEDROOMLVINORf ROOK fF LL F < - CL pHNG dMG L_ BEDROOM DIMM BEDROOM B SIVRIG - J LMNG WING; - O - _ Ir---- -- -- -_71 CL --� — DNR& "'KRONEN NDGfN =I'GNNG MRCHFN '_II I BEDROOM --�---- i DIVING tMNG N91C Q HN i er -- eEDRoaM r r INSTEIt BEDROOM --? i-_-NRGIEN CLOSET DINING _ Q WSRR BMAM EDROOM BFpIDOY 11UTFR VASTER BFDRWYI -11 H-7 CID}ET 0.0ffT �I_ MTGIFN f. O O IMNC V 6'-0" MISIFA CLOSER BEDROOM CIDSET GD41 BEDROOM CL NEONr_ - G-_ -1 O Bf➢fN]ON BF➢MNlll I p. CL HAI G. CL VASRR BEDRR BEDROOM CUTER VASTER ®Roel CLOSET CIDBET - o - DINING _ __ DINING r 1. r f. NKSIFA VASTER WSIER C= CIDBET MISTER D� pICNEN KRGE11'r BEDROOM BEDROOM T WINE B - — Will v STAR O�LFL ------- W. ____- v �p NO.2. BEDROOM BFDRODIe p O O uV- G. a MELN. _ ANG -- f t -- DINING _ IOIdEAe KRGEH __ DINING . I I WNG -- e.. v m o Q o STAR NO. W ??-'fb� �-•ryb� 45'-10' 23'-4' 33'-10' 1 22'-B' 9'-0' 23'-0" 16'-4' 15'-4" I6'-0" 23'-4' 9'-0' 23'-4' I OPROPOSED SECOND FLOOR PLAN A2 1/e• l'-O' MA THE GREENERY NUNES•TRABUCCO•ARCHITECTS PROPOSED NTA �- 75 PARK STREET nr a oe Q—2 ISNo�EB�,e Awu� MrehmN Ma�odrpL ox+ai SECOND FLOOR , NORTH ANDOVER, MA `n«.aN PLAN A5 NOT® 0000 (P 16 0. (D Wq' 6 1 q'-On -0. 231-4- -On -0. W-0- 21'-5' 3-1 NYMG MASTER Lm _M' VAMG MASTER MASTER �zr MASTER BEDF=M BEDROOM CLOSET BEDROOM v -1 BEDROOM �IICOM CL OINNG ONING DINING CL C L KR K[TCIiEMNN' NItCHQ! DIMM L Trm Cf YASIER IOTCtIEM IQ L CLOSER _ BEDROOM CLOSET QRFUDOR FE .R r -Afl 7 KITCHEN (TICtIEN C17 MNOW ROOM d EZ t. CL DIMING CL gNIKG W TER LMNO 00" fcL Kitt Ur Lim. 1 T77-- BEDROOM o O NTNG LAAMGWNG hm. T _M MASTER BEDROOM � MASTER MASTERI= --� F-- BO EDROOM WSTER NESTER -EOROOM OIMNG f DINING ""E' O"'E' WOG LAWNS MASTER M BEDROOM CLOSET CLOSET BEDROOM CL. ME ..,ECTL0. Ct ASTER MASTER o BEDROOM REDROOY MASTER MASTER MASTER BEDROOM REOR"O" CLOSET CUOSIDT MASTER ` K CLOSET CLOSET MASIM TDC101 (ITCHEN INWIDOM LIANG WRIT --- - NO.Z --- T BEDROOM BEDROOM CL Cl.w ct. CL DUMO dramUW "T"E"ai STAIR W2 VA. 45'-10' V-4' 471'_6• w IS'-4' 4q'-O' 23'-0' 16'-4' 16'-0' 21- 0 q.-ol 1 L '-4- . O rl-*,\ EXISTING THIRD FLOOR PLAN E3 WA THE GREENERY NUNES-TRABUCCC:.-ARCHITECTS PROPOSED WA nuwoeVj 75 PARK STREET win THIRD FLOOR NORTH ANDOVER, MA PLAN AS NOTM 0000 - _ _ ' - n _ � - _ - Ml W'AWl 41 ----- — _-_ -_----"_-=- _- Stevens Corner As-Builts I� I %I Location 7 c � No, Date0.1 NORTH TOWN OF NORTH ANDOVER 3? ' Ot h 9 ' Certificate of Occupancy $ p J�cwusEt� Building/Frame Permit Fee $ '- Foundation Permit Fee $ Other Permit Fee $ , TOTAL $ Check # 02�0 o 2306 Building Inspector