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13-073 (2) BP-2024-0338 37 COLES MEADOW RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 13-073-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0338 PERMISSION IS HEREBY GRANTED TO: Project# SPRINKLER SYSTEM 2024 Contractor: License: Est. Cost: 7400 IMPACT FIRE SERVICES Const.Class: Exp.Date: Use Group: Owner: NEW ENGLAND DEACONESS ASSOC Lot Size (sq.ft.) Zoning: RI/SR Applicant: IMPACT FIRE SERVICES Applicant Address Phone: Insurance: 533 CENTER ST (413)589-0672 WC084550201 LUDLOW, MA 01056 ISSUED ON: 04/04/2024 TO PERFORM THE FOLLOWING WORK: INSTALL SPRINKLERS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 141--ekt:e Avg "e,,cr-co.,,CA- Fees Paid: $100.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Buildinc Commissioner 01 194 116 AW C v., . • 4 t3\.7=-1 0"— The Commonwealth of Massachusetts 2 AR 6 2024 Office of Public Safety and Inspections • ,7 Massachusetts State Building Code(780 CMR) icafion for any Building other than a One-or Two-Family Dwelling 1 or DU" trropo - (This Section For Official Use Only) fj Building Permit Number: 0'7 7 Date Applied: Building Official: SECTION 1:LOCATION 25-37 Coles Meadow Drive Northampton 01060 Deaconess Rockridge No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2 PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building El Repair 0 Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 111 No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No 51 Brief Description of Proposed Work: Installation of automatic sprinklers to suit new tenant layout. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) El Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) Total Area(sq.ft.)and Total Height(ft) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business IXI E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 1-2 0 I-3 0 1-4 0 M: Mercantile 0 R: Residential R-ID R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA CI IB 0 HA 0 IIB LEl MA El MB 0 IV El VA 0 VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: A trench will not be Licensed Disposal Site 0 Public 0 Check if outside Flood Zone 0 Indicate municipal 0 required 0 or trench or specify: Private 0 or indentify Zone: or on site system 0 permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: &mitt! I e6-yet6i rci„of,6t.,„ City of Northampton Massachusetts VA DEPARTMENT OF BUILDING INSPECTIONS �.'a: y 212 Main Street • Municipal Building \ 14 Northampton, MA 01060 ssy ... PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR COMMERCIAL & MULTI-FAMILY NEW CONSTRUCTION/ADDITIONS/ALTERATIONS 1. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work (Digital & Hard copy). 3. Site Plan with location of proposed structure(s) and setbacks. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CSL and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (if applicable). 8. Note any Conservation and/or Special Permit requirements (if applicable). 9. Driveway Permit (if applicable). 10. Proof of Water and Sewer entry fees paid (if applicable). 11. Trench Permit (if applicable). 12. Initial Construction Control Documents filled out and signed by the Registered Design Professional in responsible charge. 13. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Impact Fire Services 533 Center Street Ludlow MA 01056 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here U. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Scott Henderson - - 46553 Name(Registrant) Telephone No. e-mail address Registration Number 6/30/24 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Impact Fire Services Company Name Joseph Brosseau SC-122479 Name of Person Responsible for Construction License No. and Type if Applicable 533 Center Street Ludlow MA 01056 Street Address City/Town State Zip 413-589- 0672 - - 117-permits@legacyfireprotection.com Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT (M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes® No CI SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ A?Building Permit Fee=Total Construction Cost x7--(Insert here 2.Electrical $ appropriate municipal factor)=$ 3.Plumbing $ do 4.Mechanical (HVAC) $ Note:Minimum fee=$/!)0 (contact municipality) 5.Mechanical (Other) $ 7,400 Enclose check payable to 6.Total Cost $ 7,400 (contact municipality)and write check number here D Q 6 2— SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Zakery Cloutier CAGti Assistant Project Manager 413 -589 -0672 3/25/24 Please print and si name Title Telephone No. Date 533 Center Street Ludlow _1A_ 01056 117-permits@legacyfireprotection com Street Address City/Town State Zip Email Address pvz-4� grA-(- y 5 �L) Municipal Inspector to fill out this section upon application approval: c}-wc� Name ate • CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE _ City of Northampton Massachusetts �5 , ' t" 4 DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building %), a • Northampton, MA 01060 rgb ‘'‘ CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 6? 3 (: #der , Lk)/Or,J( M - 01 05G The debris will be transported by: Name of Hauler: "---FrAVO-C4- r c -Q_ CD Cam ; e_S Signature of Applicant: Date: ✓ 2('`9-/ g pp f The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston, MA 0 2114-201 7 www.mass.gov'/dia Waiter?Compensation Insurance Affidavit:Builders'ContractorsiElectriciansfPlumbers. TO BE FILED WITH•l•I1i PEltMITTIN(AFTHORI1Y. Applicant Information Please Print Legibly Name(Huss(( s'Organtzation/I>dividual): Impact Fire Services Address: 533 Center Street City/State/Zip: Ludlow/MA/01056 Phone 4: 413-589-0672 Are yaw an en►ployer?Check the appropriate box: Type of project(required): I.®Inn,a employer with _..30ernployees(full anll'ot pan-time).' 7_ 0 New construction 20 I am a auk proprietor or partnership and have nu imiployees working for me in 8. 0 Remodeling any capacity.[No worriers'comp.insurance required.] 30 I am a homeowner doing all wort myself.[No workers'comp_insurance required.]' 9. Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will I U Q Building addition ensure that all contractors either have workers'compensation insurance or are sole I I Electrical repairs or additions propricto»with no employees. 12.0 Plumbing repairs or additions 501 am a general contractor and I have hired the sub-contractors listed on the attached sheet_ These sub-contractors have employees and have workers'comp.insurance. 13.❑Roafrepairs ICJWe are a corporation and its officers have exercised tlx•ir right of exemption per MGL a 14.®Otliet Fire Prevention 132.¢I141.and we have no employees.[No wurkcns'comp.insrtraoce required.] *Any applicant that checks but=I moat also fill out the section below showing their workers'compensation policy information. +Homeowners who submit this Aida..it indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating suck (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees If the sub-contractors have employees.they must provide their workers'cirtrtp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Company of Illinois Policy or Self-ins,Lic.#: WC084550202 Expiration Date: 2/14/25 Job Site Address: 25-37 Coles Meadow Drive City'Stale/Zip:Northampton/MA/01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a tine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. signature: Cl& - :2A, Date: 3/25/24 Phone 4: 413-589-i 672 Official use only. Do NOV write in this area,to be completed by city or town official City or Town: Permit/License Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: • "%+, Initial Construction Control Document el( * !t'f To be submitted with the building permit application by a Registered Design Professional tr tfor work per the ninth edition of the ' -.M_IL 04 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Date: Property Address: Project: Check(x)one or both as applicable: New construction Existing Construction Project description: I MA Registration Number: Expiration date: ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningl: Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CIvIR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary,professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3_ Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code_ Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107_ When required by the building official,I shall submit field/progress reports(see item 3_)together with pertinent comments,in a form acceptable to the building officiaL Upon completion of the work,I shall submit to the building official a'Final Construction Control Document'. Enter in the space to the right a"wet" or electronic signature and seal: Phone number: Email: Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised..If'other'is chosen,provide a description Version O1 Ol 201$ Appendix 1 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing(include local connections) 9 Gas(Natural,Propane,Medical or other) 10 Surveyed Site Plan(Utilities,Wetland,etc.) 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report ' 17 Architectural Access Review(521 CMR) 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction. Registered Professional Contact Information Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 9th edition of the er Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Deaconess Rockridge Date:3/19/2024 Property Address: 25-37 Coles Meadow Dr Northampton,Ma 01060 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Installation of automatic sprinklers to suit new tenant layout. I Scott Henderson MA Registration Number: 46553 Expiration date: 6/30/24 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Digitally signed by Scott D (1.1. o"Enter in the space to the right a"wet"or electronic signature and seal: I-IendefSOnPROIEClldl N Date: 2024.03.23 19:04:26 qF�s '-04'00 Impact Fire Phone number: (413)589-0672 Email: scott_henderson@charter.net Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. 03/19/2024 6 IMPACT FIRE 533 CENTER STREET P.O. BOX 582 LUDLOW, MA 01056 Tel. (413)589-0672 March 19, 2024 Northampton Fire Department 26 Carlon Drive Northampton, Ma 01060 Subject: Deaconess Rockridge This letter will serve as confirmation that we have taken into consideration 780 CMR: Massachusetts Amendments to the International Building Code(IBC)2015, Chapter 9"Fire Protection Systems"with regard to the design of the automatic fire protection system and compliance with applicable codes at the above referenced location. Re: 780 CMR 901.2.1 Tier One, Construction Documents (i) Basis(Methodology)of Design Section 1 —Building Description a. Building"Use"Group—B(Business)Bank b. Total Square Footage:Area of Scope—1,354 sq.ft. c. Square Footage per floor—First Floor in scope: 1,354 sq.ft. d. Location: Main Building e. Number of floors above grade—1 f. Number of floors below grade—N/A g. Type of occupancies within the building—R h. Type(s)of construction—2 Non-combustible i. Liquids and Hazardous material usage and storage—N/A j. Type of hazards: I. Light Hazard—All areas in scope k. Type of systems:Wet Section 2—Applicable Laws, Regulations and Standards: Update pendent coverage to conform with modified ceiling layout.. The new sprinkler protection will be installed and operational in accordance with all applicable State, Local and National Codes, as follows: a. International Building Code(IBC)2015 b. International Existing Building Code(IEBC)2015 c. International Fire Code(IFC)2015 d. International Residential Code(IRC)2015 e. 780 CMR, Massachusetts Amendments to the International Building Code(IBC)2015 f. 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code Page 1 of 4 03/19/2024 g. M.G.L.Chapter 146, Section 81 through 89 and CMR 528, Section 11 and 12, (Sprinkler Contractor and Fitters Licensing Laws and Regulations) h. M.G.L.Chapter 148, Section 10(Regulations relative to fire prevention) i. M.G.L.Chapter 148, Section 28(Regulations to prevent fire hazards and fires) j. NFPA-13, 2013 Edition, "Standard for the Installation of Sprinkler Systems" k. NFPA-25, 2020 Edition,"Standard for the Inspection Testing and Maintenance of Water Based Fire Protection Systems" I. NFPA-70, 2023 Edition(NEC) m. NFPA-72,2013 Edition,"National Fire Alarm Code" Section 3—Design Responsibility for Fire Protection Systems a) The professional engineer(PE)fully designs(complete layout and calculations) and specifies the fire protection system or systems to be installed, reviews and approves the installing contractor's shop drawings. The PE is considered the engineer of record and certifies system installation for code compliance at completion. Section 4—Features used in design methodology a. Building occupant notification and evacuation procedures-Approved Audio/visual alarm devices connected to the sprinkler system,activated by water flow located on the interior of the building and throughout the building in accordance with the requirements of 780 CMR 907. (By Others) b. Emergency response personnel, site and system features—Fire protection water is from an existing incoming city feed located at the riser.A municipal hydrant is located on Coles Meadow Rd. Sizing will be determined after hydraulic calculations have been performed. c. Safeguards,fire prevention and emergency procedures during construction—n/a d. Method for future testing and maintenance of systems and documentation—Per the requirements of NFPA-25. Section 5—Special Consideration and Description (ii)Sequence of Operation Section 1 a. Fire protection water will be supplied from the incoming service on the first floor "Wet System"-Thermally sensitive automatic sprinklers connected to a fixed fire protection piping system filled with pressurized water from the incoming service used in detecting a fire.When a fire occurs,the heat produced will fuse and operate sprinklers over the affected area distributing water to control or extinguish the fire.As water flows through the system,a paddle type water flow alarm device is activated which in turn initiates the Fire Protective Signaling system. b. The operating sequence for the fire alarm system is as follows:(By Others) c. All control, drain and test connections shall be provided with signage indicating their purpose. (iii)Testing Criteria Section 1 a. The Fire Sprinkler installing Contractor will be in charge of setting up and coordinating all testing. b. The Fire Sprinkler installing Contractor will utilize telephone and e-mail to coordinate all contractors, equipment distributors and code officials required to perform and witness all testing,testing dates and times,fortification to public utilities personnel required to perform all required testing as a system or individual system component testing. c. All piping shall be hydrostatically tested per the requirements of NFPA-13 utilizing a hydrostatic test pump as required. d. All control valves shall be fully closed and opened under system water pressure to ensure proper operation. Page 2 of 4 A w 03/19/2024 e. Supervisory tamper switches shall be tested for proper operation by closing the control valve and verifying signal at fire alarm control panel. f. A main drain test shall be performed per the requirements of NFPA-13 by observing and recording the supply pressure gauge reading and then opening the main drain fully and again observing and recording the supply pressure gauge reading. g. The water flow detection device and associated alarm circuits shall be flow tested by opening the inspectors test connection, and shall result in an audible alarm on the premises and activation of the Fire Protective Signaling System within 60 seconds. Section 2-Equipment and Tools a. Fire Sprinkler Installing Contractors will utilize the following to verify system performance: 1. Manufacturer's instructions and recommendations 2. Specifier's special instructions 3. Approved narrative report, sequence of operation section 4. Approved fire sprinkler drawings 5. Communications radios 6. Notification announcements Section 3—Approval Requirements a. A written approval by the Fire Department stating that the system satisfies all operational code compliance requirements may be required. b. When a portion of the system fails to operate satisfactorily,that portion shall be corrected and pre- tested prior to rescheduling the final acceptance test. c. Properly executed Material,Test, Performance and Completion Certificates will be provided to the Fire Chief or his designee by the Fire Alarm and Sprinkler Contractor at the completion of final acceptance. d. Confirmation by the Building Owner shall be provided to the Fire Department that as-built drawings sealed as reviewed by the Engineer of Record have been received prior to witness of acceptance testing. e. At the completion of installation,the Engineer of Record(PE)shall provide a final written affidavit that the specific fire protection system(s)for which he has design responsibility has been reviewed for proper functional operation and applicable code installation conformance. (1 b) Building and site access for fire-fighting and/or rescue vehicle(s)and personnel—Front of Building (1 c) Fire hydrant(s)location and water supply information—Fire protection water is supplied from the public incoming service. (1 d) Type/description and design layout of the automatic sprinkler system—The sprinkler protection will be fed from an existing wet system sprinkler main. (1 e) Automatic sprinkler system and control equipment location—Automatic sprinkler controls are existing and located at the front of the building (1f) Type/description of automatic standpipe system— N/A (1g) Standpipe system hose valve(s)type and location— N/A (1 h) Fire department connection type(s)and location— Existing fire department connection at the front of the building (1 i) Type/description and design layout of the fire protective signaling system—By Others (1j) Fire protective signaling system(s)control equipment and remote annunciator location—By Others (1 k) Type/description and design layout of the smoke control or exhaust system(s)—N/A Page 3 of 4 03/19/2024 (11) Smoke control or exhaust system(s)control equipment location—N/A (1 m) Building life safety system features(auxiliary functions)required to be integrated as part of the fire ,protective signaling system—N/A (1 n) Type/description and design layout of the fire extinguishing systems—N/A (1 o) Fire extinguishing system(s)control equipment room location—N/A (1 p) Fire protection system(s)equipment room location—N/A (1 q) Fire protection system(s)equipment identification and operation signs—The sprinkler system shall incorporate all signage as required by NFPA-13 and 780 CMR. (1 r) Fire protection system(s)alarm/supervisory signal transmission method and location—By others (1 s) Fire command center location—By others (1t) Type/description and location of any emergency alarm system—N/A (1 u) Type/description and location of any alternative fire suppression system-N/A (1v) Type/description of any carbon monoxide protection—By others Sincerely, Impact Fire Joe Brosseau, General Manager Scott Henderson P.E. Digitally signed by SNo Scott D Henderson (Az." a Date: 2024.03.23 *fec�. '19:04:02 -04'00 91c6, -. Page 4 of 4 111 Hydraulic Overview 1 Job Number. 117-33280812 Report Description:Light Hazard Job Job Number Designer 117-33280812 CD Job Name. Phone FAX Deaconess Rockridge (413)306-3261 Address I State Certification/License Number 25-37 Coles Meadow Rd Address 2 AMJ Northampton,Ma Address 3 Job Site/Budding '7 i-^Tre- System Aiiiiiii Density Area of Application 0.10gpm/ft2 1500ft2(Actual 952ft2) mow Demenarp Sprinkler Date Nose Streams 5.6 K-Factor 14.82 at 7.000 100.00 Courage Pr Sprbddar Number Of Sprinklers Calculated Neer Of Noalw CeloAttd 130ft2 9 0 System Pressure Demand Syaem Floe Mound 59.906 175.98 Total Demand Pressure Result 275.98 @ 59.906 +25.852(30.1%) Supplies Check Point Gauges Node Name Flow(apm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 720.00 100.00 90.000 65.000 BOR(3) 59.873 22.74 175.98 Dig ita ly signed by Scott 0s"�" D Henderson �� mu. � MENDERSON t-pRg7E:- - No.7b'S3 Date: 2024.03.23 tc, ���,,=��,,, '19:03:27 -04'00 Deaconess3-18.cad VVater Supply at Node 1 (720.00,100.00,90.000,65.000) _ Cr .Q �- IS 100 I I I 711....11 ,_ tatic Pressure 90.000 / - 80 275.98 @ 85.759 }`t 2_ 70 �� 275.98 with hose streams 60 We t - 175.98 @ 59.906 720.00 @ 65.000 ai 50 N d 40 a. System demand curve 30 20 10 t 0 nMIIiii i11iiNllnl1I1Itl 1tt11n1! lilliu1i 111111111 uullii1 111111111 TW� °300 400 500 600 700 800 900 1000 t t Water flow,gpm ,,©M.E.P.CAD Ai AutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:38PM Page 1 Q9Q Hydraulic Summary Job Number: 117-33280812 Report Description:Light Hazard Job Job Number Designer 117-33280812 CD Job Name: Stab Certification/License Number Deaconess Rockridge Address t MU 25-37 Coles Meadow Rd Address 2 Job Stta/Buldkng Northampton,Ma Address 3 Drawing Name Deaconess3-18.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Su1Rr 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Souse Density Ares of Application 100.00 0.10gpm/ft2 1500ft2(Actual 952ft2) Additional Hose Supplies Number Of Sprinklers Cakubted Number Of Nozzles Calculated Coverage Per Sprinker Node Flow(gom) 9 0 130ft2 AutoPeak Results:Pressure For Remote Am(s)Ad(ecem lb Most Remote Area Left: 59.906 Right:59.906 Taal How Streams 100.00 System Flow Demand Total Water Required(Including lose Allowance) 175.98 275.98 Maximum Presets Unwbnee In Loops 0.000 Maximum VelooNy Above Ground 20.04 between nodes 104 and 103 Maximum Velocity Under Ground 1.82 between nodes 2 and 3 Volume capacity Of Wet Pipes Volume apecdy of Dry Pipes 131.79ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 100.00 90.000 65.000 720.00 85.759 275.98 59.906 25.852 Contractor Contractor Number Contact Name Correct Tttle Name of Contractor Phone Extension Address _ ..__— FAX Address 2 Email Address 3 Web-Stte L©M.E.P.CAD '"s�AutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:40PM Page 2 8 Hydraulic Graph Job Number 117-33280812 - Report Description:Light Hazard Water Supply at Node 1 100 Static Pressure 90.000 90 275.98 85.759 80 70 720.00 65.000 275.98 with hose streams 60 SS 175.98©59.906 Ti) a ai 50 a` 40 System demand curve 30 20 10 0 IIIIII IIIIIII II 11111111 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 100 200 300400 500 600 700 800 900 1000 Water flow,gpm Hydraulc Graph Water Supply at Node 1 Steno Pressure 90.000 Reellual.Pressure AvsUble Flow(it 20 PSI. 65.000 @ 720.00 1255.45 Available Pressure at System Demand 85.759 @ 275.98 Repved Nessus Y System Demand 59.906 @ 175.98 Repwaed Presume at System Demand pncl dirro Wee Nlowarwa r Sovp) 59.906 @ 275.98 (,©M.E.P.CAD ypI AutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:42PM Page 3 li Summary Of Outflowing Devices Job Number. 117-33280812 Report Description:Light Hazard Actual Flow Minimum Flow K-Fa0tor Pressure Coverage Device (gpm) (gpm) (K) (psi) (Foot) Ii Sprinkler 108 14.82 13.40 5.6 7.000 134ft2 Sprinkler 115 18.17 13.90 5.6 10.530 139ft2 Sprinkler 116 17.94 6.10 5.6 10.261 61ft2 Sprinkler 119 19.07 7.80 5.6 11.596 78ft2 Sprinkler 120 18.90 13.00 5.6 11.388 N/A Sprinkler 121 27.24 10.90 5.6 23.653 109ft2 Sprinkler 122 18.93 7.20 4 5.6 11.422 72ft2 Sprinkler 123 19.32 8.60 5.8 11.897 86ft2 Most Demanding Sprinkler Data f,©M.E.P.CAD liAutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:43PM Page 4 111 - Node Analysis \ Job Number. 117-33280812 Report Description:Light Hazard Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -7'-8 S 59.906 175.98 108 11'-4 Spr(-7.000) 7.000 14.82 115 11'-4 Spr(-10.530),fd(55'-0) 10.530 18.17 116 11'-4 Spr(-10.261) 10.261 17.94 119 11'-4 Spr(-11.596),fd(55'-0) 11.596 19.07 120 11'-4 Spr(-11.388),fd(55'-0) 11.388 18.90 121 11'-4 Spr(-23.653) 23.653 27.24 122 11'-4 Spr(-11.422),fd(55'-0) 11.422 18.93 123 11'-4 Spr1-11.897),fd(55'-0) 11.897 19.32 125 11'-4 Spr(-14.892),fd(55'-0) 14.892 21.61 2 -7'-8 E(22'-1) 59.902 3 -7-8 E(22'-1),BOR 59.873 4 4'-0 fE(8'-11%) 54.785 5 12'-4 E(6'-0) 45.747 15 12'-4 T(5'-0) 19.024 101 12'-4 fd(55'-0) 15.680 102 12'-4 T(8'-0) 21.245 103 12'-4 T(5'-0) 21.370 104 12'-4 T(8'-0) 25.580 105 12'-4 T(6'-0) 29.323 109 12'-9 17.218 110 12'-9 T(5'-0) 20.139 112 12'-9 T(5'-0) 24.690 Lk,©M.E.P CAD ,ii AutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:45PM Page 5 111. Hydraulic Analysis 1 Job Number. 117-33280812 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length co Route 1 BL 1.0490 14.82 5.50 120 0.074703 12'-0 Pf 9.114 108 11'-4 14.82 5.6 7.000 Sprinkler, 110'-0 Pe -0.434 101 12'-4 15.680 2fd(55'-0) 122'-0 Pv BL 1.0490 32.75 12.16 120 0.324142 15'-2 Pf 5.564 101 12'-4 17.94 15.680 Flow(q)from Route 2 2'-0 Pe 102 12'-4 21.245 E(2'-0) 17'-2 Pv BL 1.6100 89.14 14.05 120 0.256477 0'-6 Pf 0.125 102 12'-4 56.39 21.245 Flow(q)from Route 3 Pe 103 12'-4 21.370 0'-6 Pv BL 1.6100 127.14 20.04 120 0.494657 8'-6 Pf 4.210 103 12'-4 37.99 21.370 Flow(q)from Route 5 Pe 104 12'-4 25.580 8'-6 Pv BL 2.0670 175.98 16.83 120 0.267336 14'-0 Pf 3.743 104 12'-4 48.85 25.580 Flow(q)from Route 8 Pe 105 12'-4 29.323 14'-0 Pv BL 2.4690 175.98 11.79 120 0.112509 78'-11'% Pf 16.424 105 12'-4 29.323 67'-0 Pe 5 12'-4 45.747 2E(6'-0),fd(55'-0) 145'-11'% Pv FR 4.2600 175.98 3.96 120 0.007898 8'-4 Pf 5.426 5 12'-4 45.747 45'-6% Pe 3.613 4 4'-0 54.785 ALV(27'-8),2fE(8'-11'%),BFP(-5. 53'-10'% Pv 000) UG 6.2800 175.98 _ 1.82 140 0.000897 11'-8 Pf 0.030 4 4'-0 54.785 22'-1 Pe 5.058 3 -7'-8 59.873 E(22'-1),BOR 33'-9 Pv UG 6.2800 175.98 1.82 140 0.000897 10'-0 Pf 0.029 3 -7'-8 59.873 22'-1 Pe 2 -7'-8 59.902 E(22'-1) 32'-1 Pv UG 8.3900 175.98 1.02 140 0.000219 20'-0 Pf 0.004 2 -7'-8 59.902 Pe 1 -7'-8 59.906 Water Supply 20'-0 Pv 100.00 Hose Allowance At Source 1 275.98 Route 2 DY 1.0490 17.94 6.66 120 0.106410 0'-0 Pf 5.853 116 11'-4 17.94 5.6 10.261 Sprinkler, 55'-0 Pe -0.434 101 12'-4 15.680 fd(55'-0) 55'-0 Pv ce Route 3 BL 1.0490 18.17 6.75 120 0.108988 12'-0 Pf 7.302 115 11'-4 18.17 5.6 10.530 Sprinkler, 55'-0 Pe -0.614 109 12'-9 17.218 ,fd(55'-0) 67'-0 Pv BL 1.0490 37 07 13.76 120 0.407535 7-2 Pf 2.921 109 12'-9 18.90 17.218 Flow(q)from Route 4 5'-0 Pe 110 12'-9 20.139 T(5'-0) 7'-2 Pv BL 1.6100 56.39 8.89 120 0.109919 0'-5 Pf 0.925 110 12'-9 19.32 20.139 Flow(q)from Route 7 8'-0 Pe 0.181 102 12'-4 21.245 T(8'-0) 8'-5 Pv Route 4 DY 1.0490 18.90 7.02 120 0.117174 0'-0 Pf 6.445 120 11'-4 18.90 5.6 11.388 Sprinkler, 55'-0 Pe -0.614 109 12'-9 17.218 ,fd(55'-0) 55'-0 Pv - Route 5 BL 1.0490 18.93 7.03 120 0.117497 6'-4% Pf 8.036 122 11-4 18.93 5.6 11.422 Sprinkler, 62'-0 Pe -0.434 15 12'-4 19.024 E(2'-0),T(5'-0),fd(55'-0) 68'-4'/z Pv BL 1.0490 37.99 14.10 120 0.426550 0'-6 Pf 2.346 15 12'-4 19.07 19.024 Flow(q)from Route 6 5'-0 Pe 103 12'-4 21.370 T(5'-0) 5'-6 Pv es Route 6 BL 1.0490 19.07 7.08 120 0.119150 9'-0 Pf 7.862 119 11'-4 19.07 5.6 11.596 Sprinkler, 57'-0 Pe -0.434 15 12'-4 19.024 E(2'-0),fd(55'-0) 66'-0 Pv OD Route 7 _BL _ 1.0490 19.32 7.17 120 0.122015 10'-7 Pf 8.856 123 11'-4 19.32 5.6 11.897 Sprinkler. 62'-0 Pe -0.614 110 12'-9 20.139 E(2'-0),T(5'-0),fd(55'-0) 72'-7 Pv k,©M.E.P.CAD ,!9 AutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:46PM Page 6 111- Hydraulic Analysis 1 Job Number: 117-33280812 Report Description:Light Hazard Pipe Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length -- Route 8 BL 1.0490 21.61 8.02 120 0.150179 9'-4 Pf 10.412 125 11'-4 21.61 5.6 14.892 Sprinkler, 60'-0 Pe -0.614 112 12'-9 24.690 T(5'-0),fd(55'-0) 69'-4 Pv BL 1.6100 48.85 7.70 120 0.084284 0'-5 Pf 0.709 112 12'-9 27.24 24.690 Flow(q)from Route 9 8'-0 Pe 0.181 104 12'-4 25.580 T(8'-0) 8'-5 Pv we Route 9 BL 1.0490 27.24 10.11 120 0.230396 2'-2 Pf 1.651 121 11'-4 27.24 5.6 23.653 Sprinkler, 5'-0 Pe -0.614 112 12'-9 24.690 fd,T(5'-0) 7'-2 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) \ C Value MultiplierIII Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 ____ 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow m b Bushing DN Drain gP BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SN SwingNipple Pt Total pressure at a point in a pipe PP DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11 Y:Elbow points Ee2 22%°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,©M.E.P.CAD binAutoSPRINK 2023 v18.1.33.0 3/19/2024 2:31:46PM Page 7 533 Center Street PO Box 582 6 IMPACT FIRE Ludlow, MA 01056 (P) 413-589-0672 (F) 413-583-6377 Commonwealth of Massachusetts ®Y Division of Occupational Licensure Sprjeirstctor SC-122479 '� Spires:03/11/2026 JOSEPH D OSSEAU�q co PEACH ONE GLEN W SPRINGFI MA 01089 0 ?b�Ut.r,es,i-3o Commissioner C1.1.1,4 4,-__ Sprinkler Contractor EMPLOYED BY:IMPACT FIRE SERVICES LLC Contact OPSI:(617)727-3200 or visit www.mass.gov/dpi/opsi --------.1 IMPAFAC-01 VINASC A�RL�� CERTIFICATE OF LIABILITY INSURANCE DAT/12/2DIYYYY) 2/12/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NQNE CT Insurance Office of America PHONE FAX 1855 West State Road 434L (AIC,No,Ext):(407)788-3000 ( No):(407)788-7933 Longwood,FL 32750 ADDRESS: INSURERS)AFFORDING COVERAGE NAIC N INSURER A:Nautilus Insurance Company 17370 INSURED INSURER B:Zurich American Insurance Company of Illinois 27855 Impact Fire Services,LLC INSURER C XL Specialty Insurance Company 37885 533 Center Street PO Box 582 INSURER D: Ludlow,MA 01056 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POUCY NUMBER POUCY EFF POUCY EXP UNITS LTR INSD WVD (NIM/DD/YYYY1 /MMIDD/YYYY) A X COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR ECP203689413 2/14/2024 2/14/2025 DAMAGE TO RENTED 300,000 PREMISES(Ea occurrence) $ X Contractual Liab Per MED EXP(Any one person) $ 10,000 x Policy Provisions PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JEeT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: XCU Included $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 2,000,000 (Ea accident) $ X ANY AUTO BAP084550302 2/14/2024 2/14/2025 BODILY INJURY(Per person) $ — OWNED SCHEDULED AUTOSRE� ONLY AUTOS yy D pBOODILY INJURY(Per accident) $ X AUTOS ONLY X VMS Y (Perr a dIWAMAGE $ $ A UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 10,000,000 X EXCESS LIAB CLAIMS-MADE FFX203689513 2/14/2024 2/14/2025 AGGREGATE $ 10,000,000 DED RETENTION$ $ B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN WC084550202 2/14/2024 2/14/2025 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ MandaFFICER ry in N R EXCLUDED? N NIA E.L.DISEASE-EA EMPLOYEE $ tory in NH) 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Equipment Lease/Rent UM00083282MA24A 2/14/2024 2/14/2025 $300k Max I Per Item 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE **SAMPLE`"For Information and Bid Purposes only"* THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ,. _ --A221073 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD