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32C-198 BP-2023-1584 107 WILLIAMS ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32C-198-001 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-2023-1584 PERMISSION IS HEREBY GRANTED TO: Project# 2023 NEW 8 UNIT BUILDING Contractor: License: HAMPSHIRE FIRE PROTECTION Est. Cost: 2600429 LLC Const.Class: Exp.Date: Use Group: Owner: LLC.4 ACES REALTY, Lot Size (sq.ft.) Zoning: URC Applicant: HAMPSHIRE FIRE PROTECTION LLC Applicant Address Phone: Insurance: (413)642-3287 QWC4002138 WESTFIELD, MA 01085 ISSUED ON: 11/21/2023 TO PERFORM THE FOLLOWING WORK: fire sprinkler system 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: Fees Paid: $245.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner BP-2023-1584 107 WILLIAMS ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32C-198-00I 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-2023-1584 PERMISSION IS HEREBY GRANTED TO: Project# 2023 NEW 8 UNIT BUILDING Contractor: License: HAMPSHIRE FIRE PROTECTION Est. Cost: 2600429 LLC Const.Class: Exp.Date: Use Group: Owner: LLC.4 ACES REALTY, Lot Size (sq.ft.) Zoning: URC Applicant: HAMPSHIRE FIRE PROTECTION LLC Applicant Address Phone: Insurance: (413)642-3287 QWC4002138 WESTFIELD, MA 01085 ISSUED ON: 11/21/2023 TO PERFORM THE FOLLOWING WORK: fire sprinkler system 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: 74 Fees Paid: $245.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner 1 f c,, ( w n _ The Commonwealth of Massachusetts «Ce �`►o` Office of Public Safety and Inspections Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number:d 3- 6-274/ Date Applied: Building Official: SECTION 1:LOCATION /07 tk),11I1ams S7 /yol4-haenv2 /J OA ( ) cUURr.s ST Ae4. -ntir.�.�s 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 ikor check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 0 Addition❑ Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ,l No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No k Brief Description of Proposed Work: 1_ l yeah tvef [re 3p ri n i I er s Y s krl1 per as h'/ FP d far v�n Fe-/*2 da/ d i1/zL/r-a. 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) 0 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❑ 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❑ I-4❑ M: Mercantile❑ R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2❑ U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB0 HA CI IIB CI ILIA ❑ IIIB CI IV 0 VA CI VB CI SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Su ply: Flood Zone Information: Sewage Disposal: Trench Permit Debris Removal: A trench will not be Licensed Disposal Site 011 Public Check if outside Flood Zone$L Indicate municipal 0 required❑or trench or specify: C Private CI indentify Zone: or on site system 0 permit is enclosed 0 b y� Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable* Is Structure within airport approach area? Is their review co •leted? or Consent to Build enclosed 0 Yes 0 or No Yes❑ No �► SECTION 8:CONTENT OF CE TIFICATE 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: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner A-et/4u ger'er — 4 ST4e- Zvi ide.r 64.crrlAM p tro") / MA- Name(Print) No.and Street City/Town Zip Property Owner Contact Information: kev1N prrte� ill -244- 9VIC 4l3- Si7- 4IO&o kjaerrer4vcsttrcorp.ne,1- Title Telephone No.(business) Telephone No. (cell) e-mail address If a plicable,the property owner hereby authorizes: nn AWI-PCH/tte FP-FP-6 60rezrros1 Zo, 1rnA it. Rio. led. tOes,1'/e/J !NI o/oBc. 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 D. 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) -:l044., VI n Ia.. 0 - 47(. 354(P •Pvtrlple9rwi,lIcGImad•Goo- (."5/S. Name(Registrant) Telephon No i e-mail address Registration Number JD URACl-n,/f- it'll del co. l-thD/ey Y)1lq• 0/07S rr'e O Street Address City/Town I State Zip Discipline Expira 'on Date 10.2 General Contractor 4IlriA j* 19-6' t i fe, OoTe I-7,OA) Company Name OltlIt4v4A. oocS 6C10S3690 Name of Person Responsible for Construction License No. and Type if Applicable 20A To-rnpik.c. 13.1 D 'ZD. bjEs7 P/ ./...a /!?i4 o/0 8 Street Address City/Town State Zip 10-ieV2- 3Z*1 43 _Nye__ c/s,cz Arctichocicc(? hcay;k4Cre✓llo. con... 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 th ' suance of the building permit. Is a signed Affidavit submitted with this application? Yes No D SECTION 12 CONSTRUCTION COSTS AND PERMIT F E Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ Building Permit Fee=Total Co Cost x (Insert here 2.Electrical $ appropriate m ' real factor)-$ . 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum f =$ ntact municipality) 5.Mechanical (Other) $ 3"ft 100 Enclose check payable — 6.Total Cost $ (contact municipality)and write check number here ,40 9 a 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 ap lication is true and accurate the best of m knowledge/ and unders ding. IA ll wt Qilo d Jds iu , r ofx, rt.c,deb# //3 _lrL/L 32447 11#123 Please print and sign name ' 1 Title Telephone No. Date WA fir► el'Le J.a,h 120 erFiat4) ___ oit9s _lvrlctleaehitoyshiicci lic.cs•ti•- Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: ((9 n��U 11 U• Wifl°' [V (/a3 Name Da City of Northampton 4rr Massachusetts �� c. +-c•A- -• ;, , Ft d T` V DEPARTMENT OF BUILDING INSPECTIONS ;. AC .r m• :`r 4 212 Main Street • Municipal Building y0` A7' `_. Northampton, MA 01060 f 0 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: T uw\1 s+ee Prove coed bcI CR. a . The debris will be transported by: Name of Hauler: 506 Ca- C. pp ii44 ---- Si nature of A licant: Date: // Z3 gv . The Commonwealth of Massachusetts Department of Industrial Accidents ;mama./1 li ; 1 Congress Street.Suite 100 IlJ Boston.MA 02114-2017 -:,.��„4. w ww mass.gov/dia 11„i kerns'Compensation Insurance Affidavit:BuildeniContrattersfElectriciansiPlumbers. 7O BE HIED 11 I7H I BE PEItMITir'1G AIITNORI71. Aoalicant Information �- f� Please Print t.e ibh Name(BusinessOrganization:individual): 1-tF.vt,Tfr h4'1 fle Pleb t P.c1i 7-I oiJ.___ Address: 2DB5t Torlyhke. ,ovs+fic,l act• City/State/Zip: AJEJIF l Cl-0/I111 0108S __ Phone#: ek 3- (v 2. - 328-7 Are yak an employee(lack Ile appropriate Mt: Type of project(required): 1.01 am a c+aapley'tt with 19 employees(lull and or part-purr).' 7.1Alew construction nnh 20 I am a sole proprietorar pwtrp sal hake no employ ins workers fur.. in 8. O Remodeling any salacity.[No wahine emiw imuta nix required" 301 am a M'niismnerJwniaU wort myself.[No worker+'ewer.11murant required"' 9. ❑Demolition 4.0 I am a homonymailwlllbe Wasessimmirstu conduct all sour►on my property. I will 10 Q Building addition �� . une dot ail pernmeaweaiithave sunken'compensation insurance an sole 11.0 Electrical repairs or additions peoprartarseti no employesa. 12 Plumbing repairs or additions SO tam a(anlrat eumaracior and I have hued the sutbswhtra:tors listed an the attached short. Thew sub-contantiors have employees and liar a workers'comp.aawrance.^ I30 Roof repairs haWe are a commotion and its offices%have muse sad their rqgtMUe of etcuiption per M c- 14.❑Other 152.414 4).aid ere hake no taplu tea.INo workers'rump_insurance res areiL) 'Any applauet halt duet boa e l wan also MI on the machos below ahatriai heir woken*oowposooio a policy ideneat-sn. ' llcmtouwaan vas siva iia affidavit iadrcel egt key one&in all waft aid fee hies amide coosocears stet nisi a new attrdav it unhcwaig so,Ii 'Contraction that cheek ibis boa won Ahrid ire diiiod skeet Ames ke arm eke ob.oamadrxs and state whether or not those eotitres ha t employees,gees, If the sell-owenenows Vila aapletnaes.duet'owe pars tile their ww#aw'amp.policy eaaebci l am an employer that is provid1 R workers'compensation insurance fi►wr eatploi yes. Below is the policy and job site information. Insurance Company Name: 621 .E ,S/eGjQ ' -lN.s• Policy a or Self-ins.Lie.#: 00C4019Z-1 _ Expiration Date: / ig o_y Ze Job Site Address: /07 GC)1 II l Attri 1 Ci,Starr 'Lip: /YD( ')1re,in• ,}04)h44 ' :►tract a copy of the workers'compensation policy declaration page(shouting the policy number and expiration date). Failure to secure coverage as required under ME c. 152.*25A is a criminal s iolation punishable by a fine up to$1.500.00 anchor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine 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 /nd r he pains P nd allies of perjury that the information provided above is true and correct. Signature: ��� Mac. // S' 2.-3 Phone#: �3 <o i12- 3 2—g'7 ' Oflii ial use only Do not write in this area.to be completed by city or town official ( it or'Town: Permit/license 4' Issuing Authority(circle one): I. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6.Other ( ontect Person: Phone 0: Client#: 736597 ENCORHOL ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/04/2023 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(les)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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Brenda Mesquita USI Insurance Services LLC PHONE,No,Ext):855 874-0 ( 123 FAX No): ' 877 484-4772 (A/C 475 Kilvert Street, Building B E-MAIL Bdm uita usi.com Suite 205 ADDRESS: rena. es q INSURER(S)AFFORDING COVERAGE NAIC N Warwick, RI 02886 Nautilus Insurance Company INSURERA: 17370 INSURED INSURER B:Allied World Assurance Co(US)Inc. 19489 Encore Holdings, LLC ColonySpecialty Insurance Company36927 INSURER c: P tY dba Hampshire Fire Protection Westchester Insurance CompanyA57882 20A Turnpike Industrial INSURER D: INSURER E:OBE Specialty Insurance Company 11515 Westfield, MA 01085 Federal Insurance Company 20281 INSURER F: Pa Y 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. LTRR TYPE OF INSURANCE INSR 1M/D POLICY NUMBERPOLICY EFF POLICY EXP LIMITS (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY X X ECP203304513 09/30/2023 09/30/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE L X OCCUR DAMA OE Ra EoNcErrDe nce) -$500,000 X BI/PD Ded:$10,000 MED EXP(Any one person) $10,000 _ PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X JECOT LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ F AUTOMOBILE LIABILITY X X 54326361 09/30/2023 09/30/2024 Ea COMBIaccidNEDent)SI NGLE LIMIT $1,000,000 { X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ _ AUTOS ONLY (Per accident) X Drive Oth Car $ A x UMBRELLA LIAB X OCCUR X FFX203304613 09/30/2023 09/30/2024 EACH OCCURRENCE $10,000,000 B X EXCESS LIAB CLAIMS-MADE 03135477 09/30/2023 09/30/2024 AGGREGATE $10,000,000 C+ DED RETENTION s$0 EX04281498 09/30/2023 09/30/2024 $40M Total $10,000,000 E WORKERS COMPENSATION X QWC4002138 10/01/2023 10/01/2024 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 - -- A Pollution X X ECP203304513 09/30/2023 09/30/2024 $1,000,000 Occ/Agg A Professional ECP203304513 09/30/2023 09/30/2024 $1,000,000 G Equipment PMM100013401 09/30/2023 09/30/2024 $500,000 Leased/Rented DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) **Excess Liability Information** B 03135477 Eff Date: 09/30/2023 Exp Date: 09/30/2024 Excess Liability Each Occ Limit: $10,000,000 (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION For Information Pur pose OnlySHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED��// REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD #S42180001/M42078365 VFDZP 4 DESCRIPTIONS (Continued from Page 1) Excess Liability Aggregate Limit: $10,000,000 C EX04281498 Eff Date: 09/30/2023 Exp Date: 09/30/2024 Excess Liability Each Occ Limit: $10,000,000 Excess Liability Aggregate Limit: $10,000,000 D G72597357002 Eff Date: 09/30/2023 Exp Date: 09/30/2024 Excess Liability Each Occ Limit: $10,000,000 Excess Liability Aggregate Limit: $10,000,000 G Arch Insurance Company NAIC11150 PMM100013401 Eff Date: 09/30/2023 Exp Date: 09/30/2024 Property Coverage Rented/Leased Equipment$500,000 SAGITTA 25.3(2016/03) 2 of 2 #S42180001/M42078365 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 Liccase#46515 Expiration 6-30-2024 V4OF qSs Prepared For: cy� '10 V10tA Northampton Building Department y Fly PROZlON H lto. 46515 � November 22, 2022 - : , Section 1-Basis of Design 1.1 Building Description 1.la This is an new 3-story apartment building with no basement. l.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. 1.1c The building height is approximately 39'-4" at highest point of main structure. 1.ld This building has(3) story above grade 1.1e See 1.1b for square footage. 1.11 Occupancy of Building: Residential (R-2), 1.1 g The construction type is VB—Unprotected Wood Frame. 1.1h There will be no hazardous materials stored within the facility. 1.1i There is no high pile storage in the building. (No storage) 1.1 j 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 l3R 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 13R 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 V2"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 be 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 NEPA 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. 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 Massachusetts State Building Code, T80 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 specificationsconcerningl: 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, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or nw 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 c 1 r t+ rtinent _ comments,in a form acceptable to the building official. �s JOHN F. % VIOLA Upon completion of the work,I shall submit to the building official a'Final Cons .0 I` +o . ant'. Enter in the space to the right a"wet" or ""s 01,� '. electronic signature and seal: ' . ' N ' 1z IZ tt Phone number. (413)575-3596 Email:jfvengineeringllc@gmall.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 *.f. .., ,,. a p f - so i . Fire Protection LLC v4 koF 04, /C3t. ft4" . JOHN I. 't l'. . VIOLA t•P rn Hampshire Fire Protection LLC 1g FIRE PM-EON ,,,,4 20A Turnpike Industrial Road • `")\ No. 46515 Westfield, MA.01085 413-642-3287" ,Nktf:SATWAV,'' -,-........, '1.40 4 .„miero, zoLL 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 Williams Street Project Date 11/22/2022 HYDRAULIC CALCULATIONS for JOB NAME VJilliarrs Stree*, Project Location 107 Williams Street Drawing it FP2 Contract# 0557CMA Date 11/22/2022 DESIGN Remote area Area#1 Remote area location Third Floor Unit 300A Occupancy classification Light Hazard Residential 13R Density .05 - GpmiSgFt Area of application 4 Heads - SqFt Coverage/sprinkler 340 - SqFt Type of sprinkler calculated Residential Sprinklers Sprinklers calculated 4 In-rack demand N/A- 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 20A Turnpike Industrial Road/Westfield, MA. 01085 Phone # 413-642-3287 Name of designer SL Authority having jurisdiction Northampton Building and Fire Department. NOTES: text 1(35) - invisible CompLter 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 p120 0 R 110 D2 E 100 �a-e S 90 03 S 80 U 70 R 60 E 50 40 30 ' 20 10 �� 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 I Fittings Used Summary Hampshire Fire Protection LLC Page 3 Williams Street Project Date 11/22/2022 Fitting Legend Abbrev. Name ''A V. 1 1% 1Y2 2 2'4 3 3% 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90'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 NFP.A 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'Ell 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 0 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 thr u Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaa Ames 2000B 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 Final Calculations : Hazen-Williams Hampshire Fire Protection LLC Page 5 Williams Street Project Date 11/22/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *REMOTE TO SUPPLY S 1 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= 10.34 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 5 Williams street Project Date 11/22/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Egiv Len Total Pf1Ft Pt 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 Pressure / Flow Summary - STANDARD Hampshire Fire Protection LLC Pace 4 Williams Street Protect Date 11/22/2022 Node Elevation K-Fact Pt Pn Flew Density Area Press No. Actual Actual Req. S 1 29.5 4.9 12.04 na 17.0 0.05 340 12 0 7-1 30.0 12.89 na 72 30.0 13.31 na T4 30.0 15.77 na w 30.0 24.17 na re 8.5 40.46 na 7-7 8.5 53.18 na 78 8.5 65.9 na RT1 8.5 68.92 na RB1 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 ra 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