Loading...
32C-198 (8) BP-2022-1664 107 WILLIAMS ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32C-198-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-1664 PERMISSION IS HEREBY GRANTED TO: Project# 2023 NEW 8 UNIT BUILDING Contractor: License: Est. Cost: 2600429 KEVIN PERRIER 085319 Const.Class: Exp.Date: 01/13/202 Use Group: Owner: LLC.4 CES REALTY, Lot Size (sq.ft.) Zoning: URC Applicant: FIVE S AR BUILDING CORP Applicant Address Phone: Insurance: 123 UNION ST (413)527-4060 WMZ80080077052020 EASTHAMPTON, MA 01027 ISSUED ON: 06/09/2023 TO PERFORM THE FOLLOWING WORK: NEW 8 UNIT RESIDENTIAL BUILDING 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: I y9 _ T 'I • 1 Fees Paid: $4,150.95 212 Main Street,Phone(413)587-1240,Fax (413)587-1272 Office of the Building Commissioner 0(4.0 The Commonwealth of Massachusetts 9(90,90 Office of Public Safety and Inspections 3 Massachusetts State Building Code(780 CMR) • Building Permit Application for any Building other than a One-or Two-Family DwtIling (This Section For Official Use Only) Building Permit Number:,.Z2- I(i 0 t14Date Applied: Building Official: SECTION 1:LOCATION 107 Williams Street Northampton MA 01060 No.and Street City(,T C_r a $ Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2 PROPOSED WORK Edition of MA State Code used 9th If New Construction check here®or check all that apply in the two rows below Existing Building 0 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 Fn No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No ❑ Brief Description of Proposed Work: This project is the first phase of a three phase,eight-unit, new construction,wood framed,slab-on-grade R-2 development. Each 2- Bedroom,1-bath unit is 1 story in height. 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(Sfe 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT MO AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) 3 2896,2827, 1994 Total Area(sq.ft.)and Total Height(ft.) 7717 39'4" SECTION 5:USE GROUP(Check as a?plicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 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 I-2❑ I-3❑ 1-4❑ M: Mercantile 0 R: Residential R-10 R-2 El 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(Cheek as applicable) IA 0 IB ❑ HA IIB ❑ MA El IIIB ❑ IV CI VA 0 VB ® SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Gig Trench Permit: Debris Removal: Public El Check if outside Flood Zone® Indicate municipal® A trench will not be Licensed Disposal Site 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 l9 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No IN Yes 0 No 13 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: 9th Use Group(s): R-2 Type of Construction: VB Does the building contain an Sprinkler System?: Yes Special Stipulations: Design Occupant Load per Floor and Assembly space: 10 SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner 4 Aces Realty LLC 23 Balsam Fir Rd South Windsor CT 06074 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Anuj Dhamija 413 _949 _2033 dhamijaanuj@yahoo.com Title Telephone No.(business) Telephone No. (ce ) e-mail address If applicable,the property owner hereby authorizes: Five Star Building Corp 123 Union Street,Suite 200 Eas hampton MA 01027 Name Street Address •ty/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 O. 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) Charles Roberts 413 -259 - 1630 croberts@kuhnriddie.com 10107 Name(Registrant) Telephone No. e-mail address Registration Number 28 Amity St Amherst MA 01002 Architectural 8/31/23 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Five Star Building Corp Company Name Kevin Perrier CSL 085319 Name of Person Responsible for Construction License No. and Type if Applicable 123 Union Street,Suite 200 Easthampton MA 01027 Street Address City/Town State Zip 413 _527_4060 413 _246 _9845 kperrier@fivestarcorp.net Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIIT(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 4enial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes li No D SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $2,116,977.00 Building Permit Fee=Total Construction C x (Inseg h 2.Electrical $203,638.00 appropriate municipal factor) $ S.o. figb 3.Plumbing $130,604.00 4.Mechanical (HVAC) $149,210.00 Note:Minimum fee=$ (contact mumcrpa ty) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $2,600,429.00 (contact municipality)and write check number here 174 7 SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering m name b ,I hereby attest under the pains and penalties of perjury that all of the information contained in this appli e a curate to the best of my knowledge and understanding. ' ,Kevin Perrier President 413-527 -4060 12/16/22 Ple print d sign name Title Telephone No. Date 12 Union Street,Suite 200 Easthampton MA 01021' kperrier@!fivestarcorp.net Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: IZk) tx,e_ry k/q/ 3. Name Date _ The Commonwealth of Massach setts 1. Department of Industrial Acci ents „�[= 1 Congress Street,Suite 10 itlic jBoston,MA 02114-2017 � w ww massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AM I IORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Five Star Building Corp Address: 123 Union Street; Suite 200 City/State/Zip:Easthampton, MA 01027 Phone#: 413-527-4060 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. ©New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 9. 0 Demolition 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 0 Building addition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.E1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.El Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :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'comp.policy number. I am an employer that is providing workers'compensation insurance for my e loyees. Below is the policy and job site information. Insurance Company Name: AIM Policy#or Self-ins.Lic.#: WMZ8008007705202A xpiration Date: 5/9/23 Job Site Address: 107 Williams Street ity/state/zip:Northampton, MA 01060 Attach a copy of the workers' compensation policy declaration page(sho ' g the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the d pena of perjury that the information provided above is true and correct. Signature: Date: /2/, ,Z Az., Phone#: 413-527-406 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 107 Williams Street - Subcontract List for WC Affidavit Company Contact Email Phone Hampshire FP Bill Rhodes wrhodes@hampshirefirellc.com 413-642-3287 Biermann P&H Slav Tsukanov slav@biermannplumbing.com 413-363-5952 Rock Valley Wes Fornier rockvalleyhvac@yahoo.com 413-535-7804 Orchard Elect Graig Gooley graiggooley@comcast.net 413-585-9600 Ago CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/03/2023 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 CONTACT Michelle Lastowski NAME: Alera Group,Inc. PHONE o,Ext): (413)586-0111 FAX,No): (413)586-6481 Webber&Grinnell Division E mlastowski@webberandgrinnell.com ADDRESS: 8 North King Street INSURER(S)AFFORDING COVERAGE NAIC/ Northampton MA 01060 INSURERA: Citizens Ins America/Hanover 31534 INSURED INSURER B: Allmerica Financial Benefit/Han 41840 Five Star Building Corp. INSURER C: Hanover Insurance Group Attn:Kevin Perrier INSURER D: AIM 123 Union Street,Suite 200 INSURER E: Easthampton MA 01027 INSURER F: COVERAGES CERTIFICATE NUMBER: Exp 5/2024 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 A ZBND23859306 05/09/2023 05/09/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY [ ] n 2,000,000 JECT LOC PRODUCTS-COMP/OPAGG S OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B OWNED N/ SCHEDULED AWND23888206 05/09/2023 05/09/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED •s/ NON-OWNED PROPERTY DAMAGE AUTOS ONLY _ AUTOS ONLY (Per accident) Medical payments $ 5,000 X UMBRELLA LIAB _ OCCUR EACH OCCURRENCE S 9,000,000 C EXCESS LIAB CLAIMS-MADE UNHD23859406 05/09/2023 05/09/2024 AGGREGATE $ 9,000,000 DED RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N 1,000,000 D ANY PROPRIETOR/PARTNER/EXECUTIVE nN/A WMZ80080077052023A 05/09/2023 05/09/2024 E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? S (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Location:107 Williams Street,Northampton,MA 01060 Scope:New Construction CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street AUTHORIZED REPRESENTATIVE Northampton MA 01060 —D �\�,-4 `f ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD City of Northampton �(N�MPY /?o o y, S�5...J SAC %y- \ Massachusetts 2' , ` ; � DEPARTMENT OF BUILDING INSPECTIONS D: 4 .. �f 212 Main Street • Municipal Buildingfirtriei- .— . ' Northampton, MA 01060 sSp," 00 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: 295 Forest St; Peabody MA 01960 The debris will be transported by: Name of Hauler: Casella Waste Management Signature of Applicant: Date: 12/22/22 Appendix 1 Construction Documents are required for structures that must mply with 780 CMR 107. The checklist below is a compilation of the documents that may be quired. 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 X 2 Foundation ??? 3 Structural X 4 Fire Suppression X 5 Fire Alarm(may require repeaters) X 6 HVAC X 7 Electrical X 8 Plumbing(include local connections) X 9 Gas(Natural,Propane,Medical or other) X 10 Surveyed Site Plan(Utilities,Wetland,etc.) X 11 Specifications X 12 Structural Peer Review X 13 Structural Tests&Inspections Program X 14 Fire Protection Narrative Report X 15 Existing Building Survey/Investigation X 16 Energy Conservation Report X 17 Architectural Access Review(521 CMR) X 18 Workers Compensation Insurance X 19 Hazardous Material Mitigation Documentation X 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 Jack Viola 413_575 _3596 jfvengineeringllc@gmail.com 46515 Name(Registrant) Telephone No. e-mail address Registration Number 20A Turnpike Industrial Rd Westfield MA 01085 Sprinkler 6-30-24 Street Address City/Town State Zip Discipline Expiration Date Charles Brown 413.388 _ 1224 brown@gncbengineers.com 49433 Name(Registrant) Telephone No. e-mail address Registration Number Structural 6/306/24 1358 Boston Post Rd Old Saybrook CL 06475 Discipline Expiration Date Street Address City/Town State Zip James Stroke 413_626 -8752 ddangelo@tjconWay.com 20068 Registration Number Name(Registrant) Telephone No. e-mail address Elect&HVAC 6/31/23 26 Progress Ave Springfield MA 01104 Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. Commonwealth of Massachusetts 9 Division of Occupational Licensure Board of Building RN I lrations and Standards Constfitln S ,rvisor ,r CS-085319 „ 11cpires: 01/13/2025 KEVIN A PEliRIEFI f 123 UNION Si ST# EASTHAMPYON :* .. ir II litp,4k1 ` JJ Commissioner ,a I). 6, ,......2.. Construction Supervisor Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For i.s......>si.... >h...e this li Call(617)7273200 or visit www.rnass.gov/dpl Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional w` for work per the ninth edition of the Div Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 107 Williams Multi-Family Residential Development Date:11/18/2022 Property Address: 107 Williams St.,Northampton,MA Project: Check (x) one or both as applicable: x New construction Existing Construction Project description: Eight-unit,three-story,multi-family residential building I Charles Roberts MA Registration Number: 10107 Expiration date: 8/31/2023 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': x 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 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services in accordance with the Professional Standard of Care,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.Such review shall not diminsish or relieve the Contractor of its submittal and other responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. The contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means,methods, sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports (see item 3. A ., .pertinent comments,in a form acceptable to the building official. �e��Fa A�gi�;N, �ti ,2v ®8 �� t�. EA Upon completion of the work,I shall submit to the building official a'Final Cons of ozi Enter in the space to the right a"wet" or $ al" hit electronic signature and seal: . ,i +. Phone number: 413-259-1630 Email: croberts@kuhnriddle.com g ���1 Building Official Ilse 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 01 01 2018 Initial Construction Contr 11 Document To be submitted with the building pe it application by a Registered Design Profes ional for work per the 9th edition of the ""�••�" v�fr Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 107 Williams Street housing Date: 12.12.2022 Property Address: 107 Williams Street,Northampton Ma, Project: Check(x)one or both as applicable: _X_New Construction_Exis ing Construction Project description: New Electrical systems I,James P Stroke PE,MA Registration Number: 20068 Expiration date: J ne 31,2023,am a registered design professional, and I have prepared or directly supervised the preparation of. I design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, informati.n,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Bui ding 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 an. periodic basis to: 1. Review,for conformance to this code and the design concept, shop rawings,samples and other submittals by the contractor in accordance with the requirements of the construction ..cuments. 2. Perform the duties for registered design professionals in 780 CMR hapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to be,ome 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 regard' g the provisions of 780 CMR 107. When required by the building official, I will submit field/progress reports(.ee item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I will submit to the building official a`Final onstruction Control Document'. JAMES P. N . •v NO.2006S 0 es, • Enter in the space to the right a"wet"or electronic signature and seal: Phone number: 413-626-8752 Email: ddangelo@tjconway.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document *4. r To be submitted with the building permit application by a Registered Design Professional e. for work per the ninth edition of the g''!a..�t Massachusetts State Building Code, 180 CMR,Section 101 Project Title: Williams Street Apartments Date: 11/22/2022 Property Address: 107 Williams Street Northampton,MA. Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New wood apartment building. I Jack Viola MA Registration Number: 46515 Expiration date:6-30-2024,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specificationsconcerning': Architectural Structural Mechanical X 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, PO CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CNIR 107. When required by the building official,I shall submit field/progress reports(see item 3 ► w 1 o •rtinent comments,in a form acceptable to the building official. _�� JOHN F. % VIOLA Upon completion of the work,I shall submit to the building official a'Final Cons .iki64 o . • nt'. \‘. . Enter in the space to the right a"wet" or �'r� t'��so- electronic signature and seal: �. 7— 12 IN 7 Phone number. (413)575-3596 Email:jfvengineeringilc@gmail.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised. If'other'is chosen,provide a description. Version O1 01 2018 Initial Construction Contr u 1 Document 1 To be submitted with the building pe it application by a tl Registered Design Profes ional 1 1 for work per the 9th edition of the ••'�°V.�. Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 107 Street housing Date: 12.12.2022 Property Address: 107 Street,Northampton Ma, Project: Check(x)one or both as applicable:_X_New Construction_Exis ing Construction Project description: New HVAC systems I,James P Stroke PE,MA Registration Number: 20068 Expiration date:J e 31,2023,am a registered design professional, and I have prepared or directly supervised the preparation of a I design plans,computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, informal•n,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular an• periodic basis to: 1. Review,for conformance to this code and the design concept,shop •rawings, samples and other submittals by the contractor in accordance with the requirements of the construction •ocuments. 2. Perform the duties for registered design professionals in 780 CMR • hapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to be ome 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 regardi g the provisions of 780 CMR 107. When required by the building official,I will submit field/progress reports(.ee item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I will submit to the building official a`Final onstruction Control Document'. elk OF t,+o 02 JAMES P ' STROKE i1 N0. Bs `: 2W t i�Op4FGISIE'iSc�� ► fSS:to �11 '�T • Enter in the space to the right a"wet"or electronic signature and seal: Phone number:413-626-8752 Email: ddangelo@tjconway.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document ll ,, To be submitted with the building permit application by a n I MI Registered Design Professional ' f for work per the 8th edition of the Massachusetts State Building Code,780 CMR, Section 107 Project Title: 107 l/fL4lAn{ 5 Si- RZ"SttJETITI4--< Date: /2-ZI- 42,7 Property Address: ((3r) W1 Z..//Art 'T. N'D I T/r.4-tr p TxA/J Pi4- Project: Check one or both as applicable: A New construction 17 Existing Construction _ I 1 Project description: a J� s��,� �c etilti I teobr;T V-/ IA ea..101N( MA Registration Number:79'9g7 Expiration date: d_ 30_2.024;am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [A Other PGN/-f S/4/6 for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the ,,.ovillin i " `Final Construction Control Document'. Enter in the space to the right a"wet"or cl Rotihrti C. t0 s. electronic signature and seal: MAC;CARINi • 129787 4r i V -°"�FCJS1Ea Atti l EfstCNAL 051 Phone number: ¢(3 ¢Z 7_I4 c�/ mail: E l/4(!Cot-50(3&Yrtiter.Cool Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the ninth edition of the V Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 107 Williams St,Northampton,MA Date:11/18/2022 Property Address: 107 Williams St,Northampton,MA Project: Check(x) one or both as applicable: X New construction Existing Construction Project description: I,Charles C.Brown, MA Registration Number:49433 Expiration date: 06/30/2024,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningl: Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Construction Control Document'. Enter in the space to the right a"wet" or electronic signature and seal: ?I Phone number: (860)388-1224 Email: brown@gncbengineers.com Otei1 Building Official Use Only a 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 01 2018 F- V,,,J CENTER FOR EcoTechnology' we make green make sense- ENERGY EFFICIENCY PLAN Project Address: 107 Williams St, Northampton, MA Building Type Residential Multifamily, 8 Apartments on 3 Floors Bedrooms 1-2 per Apartment Assumptions for Preliminary Home Energy Ratings CET has completed Preliminary Home Energy Ratings for a representative sample of dwelling units based on the 100% CD Set of 11/18/2022. Any energy features not listed below are assumed to meet the prescriptive requirements of the IECC 2018. Building Envelope Specifications Used in Analysis R-10 foam board under slab&at slab edges, and extending down to top Slab on Grade of footing, including at exterior doors; Continuous thermal break—no exposed top of concrete wall outside foam board. Band Joists 3"closed cell spray foam (R-18+). Dense-packed cellulose, all cavities completely filled with insulation and Exterior Walls fully enclosed by rigid air barrier on all sides; Sheathing joints and edges taped/sealed to sill plate/slab, exterior wall top plates, and all openings/penetrations. Windows U-value = 0.19, SHGC = 0.20 Exterior Glass Doors U-value = 0.29, SHGC = 0.22 4" closed cell spray foam &8" dense-packed cellulose (R-52+); Flat Ceilings (Floor 2 Middle Unit) Roof deck sealed at all joints, penetrations, and edges to adjacent air barriers. R-60 loose-blown cellulose, sealed eave wind baffles, full insulation Flat Ceilings (Vented Attic Condition) contact with sheetrock ceiling, consistently flat installation without low areas. 3.0 air changes per hour or lower at 50 pascals test pressure; Whole Building Air Tightness Continuously sealed thermal envelope from slab to wall sheathing through wall top plates to sheetrock/flat roof deck—see separate air- sealing plan document. Compartmentalization Air Tightness Maximum 0.2 CFM50 per sq. ft. of unit enclosure at 50 pascals test pressure—see separate air-sealing plan document. Energy Star Rater Field Checklist, sections Meet all Checklist Requirements as verified by a HERS rater at slab, 2 &4 framing, pre-drywall and final inspections. Mechanical Systems Specifications Used in Analysis Individual apartment ductless air-source heat pumps, 10 HSPF, 19 Heating &Cooling Equipment SEER; No electric resistance heating. Basis:American Standard NAXMPH24A132AA Individual apartment Energy Recovery Ventilators with multispeed Whole House Ventilation and/or percentage run-time controls; Returns from bathrooms. Basis: Panasonic FV-10VEC2 ENERGY EFFICIENCY PLAN Plumbing Systems Specifications Used in Analysis Individual apartment electric resistance tank water heaters located in Water Heating Equipment unit mechanical closets; .93 Energy Factor. Basis: Bradford White RE250T6 Domestic Hot Water Pipes 520 feet horizontal distance from water heater to farthest fixture. Lighting & Appliances Specifications Used in Analysis Lighting: Interior, Exterior, and Parking Lot 100% LED, CFL, or pin-based fluorescent Refrigerators & Dishwashers ENERGY STAR labeled Clothes Washer& Dryers ENERGY STAR labeled Range Fuel Electricity Preliminary Home Energy Rating Results Based on the assumptions described above, CET has calculated the following Unit Preliminary Home Energy Rating (HERS) Indexes and estimated Mass Save New Construction rebates for several unit types: Unit Description Projected HERS Index Projected Mass Save Rebate* 1A(Floor 1 Back) HERS 45 $1,300 1B (Floor 1 Middle) HERS 46 $1,000 1C (Floor 1 Front) HERS 45 $1,200 2A (Floor 2 Back) HERS 45 $800 2B (Floor 2 Middle) HERS 44 $1,000 2C (Floor 2 Front) HERS 45 $800 3A(Floor 3 Back) HERS 42 $1,200 3B (Floor 3 Front). HERS 42 $1,200 All rated units are projected to meet Stretch Energy Code HERS Index requirement of 55 or lower and Northampton URC Zoning requirement of 47 or lower. Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the units, RESNET standards, software changes, and other factors. * Mass Save Residential New Construction requirements and incentive amounts can change at any time without notice at the discretion of program sponsors. We anticipate, but do not guarantee, that current program requirements and incentive amounts will apply to this project as long as it is completed and inspected by June 30, 2023. HERS Rater:John Saveson Date:Dec 29, 2022 Job#:21-25026 Page 2 of 2-The Center for EcoTechnology-Tel(413)586-7350 ext.242-Fax(413)586-7351 -oreenhome( cetonline.orq r (r'• Hampshire Fire Protection LLC ��\ZH 0 F£4Ss7 �A JOHN F. CyG VIOLA Hampshire Fire Protection LLC o EIRE PROTECTION 20A Turnpike Industrial Road • `' No. 46515 Westfield. MA. 01085 ti 413-642-3287 LF C•al E'' 4 ,, Job Name : Williams Street Project Drawing : FP2 Location : 107 Williams Street Remote Area : Area#1 Contract : 0557CMA Data File Williams Street.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Hampshire Fire Protection LLC Page 1 Wilfams Street Project Date 11/22/2022 HYDRAULIC CALCULATIONS for JOB NAME Williams Street Project Location 107 Williams Street Drawing If FP2 Contract# 0557CMA Date 11/22/2022 DESIGN Remote area# Are a#1 Remote area location Third Floor Unit 300A Occupancy classification Light Hazard Residential 13R Density .05 - Gpm/SqFt Area of application 4 Heads- SqFt Coverage/sprinkler 340- SqFt Type of sprinkler calculated Residential Sprinklers #Sprinklers calculated 4 In-rack demand NIA- GPM Hose streams 100 -GPM Total water required(including hose streams) 251.586-GPM @ 100.266-Psi Type of system Wet Volume of system(dry or pre-action) N+A-Gal WATER SUPPLY INFORMATION Test date 11-15-2022 Location 107 Williams Street Source of info Flow Test CONTRACTOR INFO Hampshire Fire Protection LLC Address 20.A Turnpike Industrial Road/Westfield, MA. 01085 Phone # 413-642-3287 Name of designer SL Authority having jurisdiction Northampton Building and Fire Department. NOTES: textl(35)-invisible Computer Programs by Hydratec Inc. Revision; 50.5520.727 Water Supply Curve Hampshire Fire Protection LLC Page 2 Williams Street Project Date 11/22/2022 City Water Supply: Demand: C1 -Static Pressure : 120 D1 -Elevation : 14.942 C2-Residual Pressure: 118 D2- System Flow : 151.586 C2-Residual Flow : 1453 D2-System Pressure : 100.266 Hose (Demand) : 100 D3-System Demand : 251.586 Safety Margin : 19.656 150 140 130 C1 C2 P 120 " o R 110 D2 E100 °'e S 90 3 S 80 U 70 R60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary Hampshire Fire Protection LLC Page 3 Williams Street Project Date 11/22/2022 Fitting Legend Aobrev. Name '/. 'A 1 1'/. 1Y2 2 2Yz 3 3V 4 5 6 8 10 12 14 16 18 2D 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 9D'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N' CPVC 90'EII Harvel-Spears 0 2.0 2.5 3.8 4 5.7 6.9 7.9 0 0 0 0 0 0 0 0 0 0 0 0 0' CPVC Tee-Branch 0 4.9 6 7.3 8.4 12.0 14.7 16.4 0 0 0 0 0 0 0 0 C 0 0 0 R' CPVC Coupling Tee-Run 0 1 1.7 2.6 2.7 4 4.9 6.1 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90'Flow lieu Tee 3 4 5 0 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaa Ames 2000E Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with'. The fittings marked with a 'show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a'will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision 50,5520.727 Pressure / Flow Summary - STANDARD Hampshire Fire Protection LLC Page 4 Williams Street Project Date 11/22/2022 Node Elevation K-Fact PI ?n Flow Density Area Press No. Actual Actual Req_ S1 29.5 4.9 12.04 na 17.0 0.05 340 12 0 T1 30.0 12.89 na T2 30 0 13.31 na T4 30.0 15.77 na T5 30.0 24.17 na T6 8.5 40.46 na T7 8.5 53.18 na T8 8.5 65.9 na RT1 8.5 68.92 na R91 2.0 76.75 na RB2 2.0 83.16 na R83 1.0 84.69 na 80.0 U01 -5.0 100.27 na 100.0 S2 29.5 4.9 12.32 na 17.2 0.05 340 12.0 S3 29.5 4.9 13.97 na 18.31 0.05 340 12.0 T3 30.0 14.6 na S4 29.5 4.9 15.15 na 19.07 0 05 340 12.0 The maximum velocity is 16.14 and it occurs in the pipe between nodes RB3 and U01 Computer Programs by Hydratec Inc. Revision 50.5520 727 Final Calculations : Hazen-Williams Hampshire Fire Protection LLC Page 5 Williams Street Project Date 11/22/2022 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *REMOTE TO SUPPLY S1 29.500 4.90 17.00 1 3N 7.5 6.000 150 12.037 to 0 6.0 15.200 -0.217 T1 30 17.0 1.101 R 1.7 21.200 0.0504 1.068 Vel = 5.73 T1 30 0.0 1 2R 3.4 5.000 150 12.888 to 3.400 0.0 T2 30 17.0 1.101 8.400 0.0504 0.423 Vel = 5.73 T2 30 17.20 1 2R 3.4 10.000 150 13.311 to 3.400 0.0 T4 30 34.2 1.101 13.400 0.1836 2.460 Vel = 11.53 T4 30 37.39 1.25 4R 10.4 15.000 150 15.771 to 3N 11.4 21.800 0.0 T5 30 71.59 1.394 36.800 0.2282 8.396 Vel = 15.05 T5 30 0.0 1.25 2N 7.6 23.000 150 24.167 to 7.600 9.312 T6 8.500 71.59 1.394 30.600 0.2282 6.982 Vel = 15.05 T6 8.500 0.0 1.5 5N 20.0 50.000 150 40.461 to 20 16.8 58.400 0.0 T7 8.500 71.59 1.598 8R 21.6 108.400 0.1173 12.717 Vel = 11.45 T7 8.500 0.0 1.5 5N 20.0 50.000 150 53.178 to 20 16.8 58.400 0.0 T8 8.500 71.59 1.598 8R 21.6 108.400 0.1173 12.718 Vel= 11.45 T8 8.500 0.0 1.5 2E 9.9 12.000 120 65.896 to 9.900 0.0 RT1 8.500 71.59 1.682 21.900 0.1381 3.025 Vel = 10.34 RT1 8.500 0.0 1.5 Fsp 0.0 6.500 120 68.921 to Ball 3.094 8.044 5.815 * * Fixed Loss = 3 RB1 2 71.59 1.682 E 4.95 14.544 0.1382 2.010 Vel = 10.34 RB1 2 0.0 1.5 Zaa 0.0 3.000 120 76.746 to 6.000 * * Fixed Loss =6 RB2 2 71.59 1.682 3.000 0.1380 0.414 Vel = 10.3.4 RB2 2 0.0 1.5 E 4.95 3.000 120 83.160 to 4.950 0.433 RB3 1 71.59 1.682 7.950 0.1381 1.098 Vel= 10.34 RB3 1 + 80.00 80.00 2 2E 11.635 50.000 150 84.691 to T 11.635 24.435 2.599 U01 -5 151.59 1.959 G 1.164 74.435 0.1743 12.976 Vel= 16.14 100.00 Qa = 100.00 U01 251.59 100.266 K Factor= 25.13 *PATH 1 S2 29.500 4.90 17.20 1 2N 5.0 9.000 150 12.323 to 0 6.0 14.400 -0.217 T2 30 17.2 1.101 2R 3.4 23.400 0.0515 1.205 Vel = 5.80 0.0 T2 17.20 13.311 K Factor= 4.71 *PATH 2 S3 29.500 4.90 18.31 1 0 6.0 7.000 150 13.970 to R 1.7 7.700 -0.217 T3 30 18.31 1.101 14.700 0.0578 0.850 Vel = 6.17 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Hampshire Fire Protection LLC Page 6 Wilkams Street Project Date 11/22/2022 •Nadel EJev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/FR Pf T3 30 0.0 1 20 12.0 4.000 150 14.603 to N 2.5 16.200 0.0 T4 30 18.31 1.101 R 1.7 20.200 0.0578 1.168 Vel= 6.17 0.0 T4 18.31 15.771 K Factor= 4.61 'PATH 3 S4 29.500 4.90 19,07 1 2N 5.0 2_500 150 15.147 to 0 6.0 11.000 -0.217 T4 30 19.07 1.101 13.500 0.0623 0.841 Vel= 6.43 0.0 T4 19.07 15.771 K Factor= 4.80 Computer Programs by Hydratec Inc_ Revision: 50.5520.727 1 t AUTOMATIC FIRE SPRINKLER SYSTEM NARRATIVE REPORT Williams Street 107 Williams Street Northampton, MA. Prepared By: JFV Engineering LLC. 10 Chestnut Hill Road South Hadley, Ma. 01075 Licc:ise 4 46515 E-.xpiration 6-30.2024 Prepared For: P.\., 14 ugssTo z4' JOKN E' t Northampton Building Department YIOIA a slit PROIECT H \\\\� No. A651�5-�/V�! `\ ,'A 7 S. ,_� . November 22. 2022 �, r. i u 11L, ilLZ Section 1-Basis of Design I.I Building Description 1.1a This is an new 3-story apartment building with no basement. 1.lb The total square footage of the new building: 7,717 sq. ft. The first floor is 2,896 sq. ft. The second floor is 2,827 sq. ft. The third floor is 1,994 sq. ft. 1.lc The building height is approximately 39'-4" at highest point of main structure. 1.1d This building has (3) story above grade 1.1e See 1.lb for square footage. 1.1 f Occupancy of Building: Residential (R-2), 1.lg The construction type is VB— Unprotected Wood Frame. 1.1 h There will be no hazardous materials stored within the facility. 1.l i There is no high pile storage in the building. (No storage) 1.1j There is site access arrangement for emergency response vehicles. The front of the building on Williams Street. 1.2 Applicable Laws, Regulations and Standards NFPA 13R 2013 Installation of Sprinkler Systems in Low-Rise Residential Occupancies. NFPA 13 2013 Installation of Sprinkler Systems. The 2015 IBC & 9th Edition of the Massachusetts Building Code Amendments. 1.3 Design Responsibility for Fire Sprinkler System a.) The design responsibility of the fire sprinkler system is JFV Engineering LLC. 1.4 Fire Protection System to be Installed a.) Water Supply A new 2" service into the new building from the city main on Williams Street. b.) Automatic Fire Sprinkler System The fire sprinkler system shall be designed in accordance with NFPA l3R 2013. The fire sprinkler system shall be a wet system protecting the first floor through the third floor. Residential sprinklers shall be installed throughout the apartment units. Quick response sprinklers will be installed in the stairs and at exterior overhangs. The fire sprinkler system shall be hydraulically calculated in accordance with the requirements of NFPA 13R 2013. Light Hazard will be figured for apartment units. (.05 density) A new flow switch shall be installed in the new sprinkler room on the first floor of the building. The new flow switch will be located after the wet systems main drain valve. When the wet systems flow switch is activated by any flow of water equal to, or in excess of the discharge from one fire sprinkler. It shall send a signal to the new Fire Alarm Control Panel by owner. Tamper switches are installed on all the control valve. These switches shall monitor the movement of the control valves to ensure that they are not partially or completely closed. Activation of these switches shall send a signal to the new Fire Alarm Control Panel. (By others) c.) Standpipe System. This building does not meet the building code requirements for a standpipe system. d.) Sprinkler protection will not be required in combustible concealed spaces per NFPAI3R 2013 edition. e.) Flow Test. A flow test was conducted at 107 Williams Street on 11-14-2022 by Hampshire Fire protection LLC. and the Northampton Water Department. Static = 120 PSI Residual = 118 PSI Flow = 1453 GPM Orifice = 2 %z" hydrant butt Hydrant Coeff = .9 Pitot = 75 PSI Time = 5:00 A.M Section 2 —Sequence of Operation 2.1 Fire Sprinkler System Waterflow a) Upon sprinkler system waterflow, the following functions shall he performed: Indicate condition at Fire Alarm Panel b) Initiate building evacuation through building alarm system Transmit alarm signal to central stations 2.2 Control Valve Signal The fire sprinkler system control valves are equipped with tamper switches to indicate either partial or complete closure. The tamper switches shall send a signal to the Fire Alarm Panel. Section 3-Testing Criteria 3.1 Personnel a) The installing contractor shall notify the owner's representative, and the local fire department of the testing schedule for the installation of the fire sprinkler system so that each may be represented at the time of testing. b) Testing of the fire sprinkler system shall be in compliance with the requirements of NFPA 13 2013. A hydrostatic test of the fire sprinkler piping shall be performed at 200 psi for 2 hours. 3.2 Testing Equipment and Tools Record drawings Notification announcement Manufacturer's installation instructions, maintenance manuals, portable test pump and gauges, hoses and connections for piping hydrostatic test. 3.3 Approval Requirements A signed Contractor's Test and Material Certificate shall be given to each party as outlined in section 3-1 document system operation and testing.