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32A-178 (7) 82 BRIDGE ST BP-2020-0763 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A- 178 CITY OF NORTHAMPTON' Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Multi-Family Housing BUILDING PERMIT Permit# BP-2020-0763 Project# JS-2019-001744 Est. Cost: $42000.00 Fee: $294:00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: CHRISTOPHER POPE 210044 Lot Size(sq.ft.): 20908.80 Owner: VALLEY COMMUNITY DEV CORP Zoning: URC(100)/ Applicant: CHRISTOPHER POPE AT: 82 BRIDGE ST Applicant Address: Phone: Insurance: 4 JON.DR (413) 530-1510 WC BELCH ERTOWNMA01 007 ISSUED ON.•1/2/2020 0:00:00 TO PERFORM THE FOLLOWING WORK:RENOVATIONS ANID ADDITION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Foo tings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 1/2/2020 0:00:00 $294.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1 72 Louis Hasbrouck—Building Commissioner a _ Versionl.7 Commercial Building Permit May 15,2000 F: r gy m . �� a 'i�� I epartm n USC.Q11w r =-U Cit of Northampton Starks?'f Pem�lt Bui ding Department Curb CutlDnveway> emtlt t DEC 2 7. 2019 12 Main street S$virer/sept►cAyailablllty Room 100 UUateFNVeII Avallab![riy a ` Nort ampton, MA 01060 Lwo Sets of Structural Plats ` D��T OF BUILDING 1N� \ _. _, ORTHAMrTON.,AP i 3-5 7-1240 Fax 413-587-1272 I to Ste Plans , APPLICATION TO CONSTRUCT,-REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION T1tIS SeChon to 6e GOR1PIeteti 11*!,OfFIGe , 1.1 Property Address: � 'MaP Lot r .._ti_ kvt /1/��j- `Zoned Overlay D�stnct Elm St:d�StnGt' . CB distnGt SECTION 2 PROPERTY OW,NERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: 1 r:i (-(L / _ I U �/1 Bo a '+��®✓� G ('!5 p Name(Print) Current Mailing Address: Signature �O'2/' Telephone SECTION 3: ESTIMATED,CONSTRUCTIONnCOSTS: Item Estimated Cost(Dollars)to be Official Use;:Only completed b permit applicant 1. Building � � i (a) BulldIng Permit.Fee 2. Electrical 4 (b):Estlroated Tota[Cost of. 1 1 Construction from 6 �° i 3. Plumbing r Builtlmg Permit Fee 4. Mechanical(HVAC) 5. Fire Protection d i 6. Total=(1 +2+3+4+5) Check Number•. This Section-For_Official?Use.Onf - Building Permit Number „Date . r 1 Issued Slgnq tura I Vao ,.Budd gCommissloner/lnspectocof , Idings. ... :Date - n 4 Versionl.7 Commercial Building Permit May 15,2000 SECTION 4 CONSTRUCTION SERVICES•FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations P Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs[I Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description here. Of Proposed Work: I s f z SECTION 5 USE GROUP AND CONSTRUCTION TYPE, USE GROUP(Check as applicable) CONSTRUCTION TYPE A AssemblyE] A-1 ElA-2 ElA-3111A El A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ < 3A ❑Y 1 Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 313 ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 X1 R-3 ❑ 5A ❑ S Storage ❑ 5-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: I t M Mixed Use ❑ Specify: S Special Use ❑ Specify: f COMPLETE THIS SECTION IF EXISTING BUILQING,UNDERGOING RENOVATIQNS;:ADDI7IQN&AND/OR-GHANGE;IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): � � Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDINGHEIGHT AND4'AREA'.= BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE U.SE ONLY 6 Floor Area per Floor(so "xg St St a a � nd a--••••-•� k 2nd 2 - 3`d 3rd � 3 r ` A: 4th 4th s x Total Area(so Total Proposed New Construction s 4 --------------------------------- Total Height(ft) k Total Height ft 1 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public Private ❑ Zone[= Outside Flood Zone❑ Municipal ❑ On site disposal system E] Versionl.7 Commercial Building Permit May 15,2000 8� 1�70RTHAMPTUN�ZQNING�, Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage 1 Setbacks Front Side L:= R: L:= R:= Rear l Building Height Bldg.Square Footage % � Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW U YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Book �� Page and/or Document#1 , B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: ? E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. L v Versionl.7 Commercial Building Permit May 15,2000 SECTION 9 ;PROFESSIONAL DESIGN AND CONSTRUCTION SERVtCES,=FOR BUILDINGS AND STRUCTURES SUBJECT TO': CONSTR0.CTION,CQNTROL PURSU4NT`T0 780TC.MR 116,(CONTAININis- MORE 4HAN415,000.C:F.OF°ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): i Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): i Name Area of Responsibility I Address Registration Number t Signature Telephone Expiration Date Name Area of Responsibility i Address Registration Number Signature Telephone Expiration Date I Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: I Responsible In Charge of Construction Address Signature Telephone ,N Versionl.7 Commercial Building Permit May 15,2000 SECTION 10 STRUCTURAL PEER REVIEW(T80 CMR 11011)x Independent Structural Engineering Structural Peer'Review Required Yes 0 No 0 SECTION 11 ;OWNER AUTHORIZATION; TO BE,COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR'BUILDING PERMIT �. as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and,accurate,to the best of my knowledge a-ncTbelief. ,J Signed u r thOaRs and enalties of periu_ . Print Na -2 Signature of O er/Agent Date SECTION 12 ,CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Nlot Applicable ❑ Name of License Holder: �r - 00 License Number r - 1-z/ Address Expiration Date Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M G L c 152,§Z5C(6)) 7T Workers Compensation Insurance affidavit 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. Signed Affidavit Attached Yes No A City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building`permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: e 7 n-der 2_ The debris will be transported by: The debris will be received by: ,7 s•�z ,- Building permit number: Name of Permit Applicant 12 Z Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 s� yet www mass.gov/dia A orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): i71 t'.,�(.Gf� t�y►�. Address: City/State/Zip: Vtfeyll V CT_ 0 6 p 66 Phone#:(q14 S31J�/S/01 Are you an employer?Check the appropriate box: Type of project(required): 1.[B I am a employer with_employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers comp'.insurance required.] 9. El Demolition 3.F�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 E]Building addition 4.❑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.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOf repairs These sub-contractors have employees and have workers'comp.insurance.: �--� 6Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14.LJ 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 employees. Below is the policy and job site information. Insurance Company Name: W e s c-o �Lr+�tnrri u t CO. Policy#or Self-ins.Lic.#: LIOWC 'WO(o fy 3 Expiration Date: �/f1 2 99 Job Site Address: h� City/State/Zip: x101 �•nwp 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 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 a pains and penalties of perjury that the information provided above is true and correct Signature: _ Date: �Z Phone#: Z/«, 1S/0 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be,an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to.construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in-any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia 1 . Northeast Fire Systems, LLC 140 Union St.Vernon,CT 06066-3022 Tel: (860)-896-7447 Fax: (860)-896-7448 Fire Sprinkler Narrative Report for The Sergeant House 82 Bridge St. Northampton, Massachusetts H OF f11,gSSA c Prepared by: WILLIAM H.yGs o CIESLAK Northeast Fire Systems,LLC for FireTek,Inc. FIRE PR07E'g CTIJPDN No.459 Q 140 Union Street Vernon,CT 06066-3022 csFGd Tel: (860)896-7447 3 December 17",2019 Rev. Date Documentation Description No. I i i r Northeast Fire Systems, LLC , 140 Union St.Vernon, CT 06066-3022 Tel: (860)-896-7447 Fax: (860)-896-7448 BUILDING DESCRIPTION This is both an existing building and new construction. The building consists of a three story residential space and basement. BASIS (METHODOLOGY) OF DESIGN SECTION 1 • Building Description A) Building Use" Group—R2—Multifamily Residential/B Business B) Total square footage of building 17151sq ft C) Building height—30'-0" at highest point D) Number of floors above grade—3 E) Number of floors below grade— 1 F) Square footage per floor Basement=2424 sq. ft. First Floor=4164 sq. ft. Second Floor=4049 sq. ft. Third Floor=3629 sq. ft. G) Type(s)"of occupancies (hazards) within the building,R-2 Multifamily/B Business 1) Hazardous material usage and storage-N/A J) High storage of commodities within a building usually over 12 ft. -none allowed K) Site access arrangement for emergency response vehicles. The building is accessible from the Bridge street. SECTION 2-Applicable Laws,Regulations and Standards A) Ninth edition of the Massachusetts Building Code Massachusetts Amendments to the International Building Code 2009 B) NFPA Standards and Edition used for design of each specific fire protection system NFPA 13, 2013 edition "Standard for the Installation of Sprinkler Systems. SECTION 3-Design Responsibility for Fire Protection Systems The fire sprinkler work is being performed in a design-build delivery mode. A professional fire protection engineer developed the system layout, design criteria and calculations. The installing contractor installs the system and certifies system installation for code compliance at completion. Northeast Fire Systems, LLC 140 Union St.Vernon,CT 06066-3022 Tel: (860)-896-7447 Fax: (860)-896-7448 SECTION 4-Fire Protection Systems to be Installed A) Water supply, fire mains and hydrants—A hydrant flow test was performed on 11-18-20019 testing a gauge hydrant located at 82 Bridge St. and a flow hydrant located approximately 400 ft down from that location on Bridge St. This water supply shall provide the required demand for the sprinkler system for a duration of 10 minutes. The water supply is as follows: Static— 125 psi, Residual— 115 psi,Flow 1455 gpm. B) Automatic sprinkler systems-Complete sprinkler protection shall be provided throughout entire restaurant space per the requirements of NFPA 13. C) Sprinkler system hydraulic design criteria is per the requirements of NFPA 13 as follows: a. Calculated a 1.500 sq ft area in the basement based on the requirements of NFPA 13 2013 b. Calculated a 4 head residential calculation using the most demanding 4 heads per the requirements of NFPA 13 2013 and NFPA 13R 2013 SECTION 5- Features Used in the Design Methodology A) Building occupant notification and evacuation procedures:Not Included B) Upon activation of the sprinkler system flow or pressure switch, a signal will be sent to the building's exterior electric bell. SEQUENCE OF OPERATION SECTION 1. WET SPRINKLER SYSTEMS System operates automatically upon the fusing of a single fire sprinkler. Operational Sequence: A) The activation of a single sprinkler will discharge water and close the contacts of a vane type flow switch. B) Closed contact on the flow switch will activate the exterior building audible alarm device and will require building evacuation. Northeast Fire Systems, LLC 140 Union St.Vernon,CT 06066-3022 Tel: (860)-896-7447 Fax: (860)-896-7448 TESTING CRITERIA SECTION 1 - Testing Criteria FIRE SPRINKLER SYSTEM A) Sprinkler system shall be hydrostatically tested at 200 psi for 2 hours per NFPA 13. B) The installer shall provide to the owner/occupant instructions on inspecting, testing and maintaining the system. i } „ :E' 1;E EE, IS E } p E Itk WILLIAM H. ^ CIESLAK m IRE PROTEC N No.459 IsT� i Northeast Fire Systems, LLC 140 Union St. Vernon, CT 06066-3022 860-896-7447 I Job Name Sergeants House FP Area 1 Calc Drawing 82 BRIDGE ST NORTHAMPTON, MA Location BASEMENT Remote Area 1 Contract Data File Sergeants House FP All Floors Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5! Northeast Fire Systems, LLC Page 1 Sergeants House FP Area 1 Calc Date 12-09-19 Hydraulic Design Information Sheet Name - THE SERGEANT HOUSE Date - 12-09-19 Location - BASEMENT Building - 82 BRIDGE ST NORTHAMPTON, MA System No. - 1 Contractor - FIRETEK INC. Contract No. - Calculated By - DK Drawing No. - FP-1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 7-0 Occupancy - RESIDENTIAL, S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.2 (X) Wet Make TYCO D Area Per Sprinkler - VARIES ( ) Dry Model TY315 E Elevation at Highest Outlet - -2 ( ) Deluge Size 1/2 S Hose-"'Allo'wance - Inside - ( ) Preaction K-Factor 5.6 I -Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G .,%' Hose Allowance - Outside - 250 N . ,Note Calculation Flow Required - 853.19 Press Required - 80.84 SOURCE Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-18-19 Cap. - T Time of Test - 10:OOAM Rated Cap.- Elev.- E Static Press - 125 @ Press - R Residual Press - 115 Elev. - Well Flow - 1455 Proof Flow S Elevation - 0 U P Location - 82 BRIDGE ST P NORTHAMPTON, MA L Source of Information - NORTHAMPTON WATER DEPT Y FIRETEK INC C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Northeast Fire Systems, LLC Page 2 Sergeants House FP Area 1 Calc Date 12-09-19 City Water Supply: Demand: C1 -Static Pressure : 125 D1 -Elevation -6.496 C2-Residual Pressure: 115 D2-System Flow :603.189 C2-Residual Flow 1455 D2-System Pressure 80.840 Hose(Demand) :250 D3-System Demand :853.189 Safety Margin : 40.434 150 140 130 P 120 R 110 E 100 S 90 D2 S 80 u 70 R 60 E 50 40 30 20 10 206)1400 600 800 1000 1200 1400 1600 1800 FLOW(N^ 1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Northeast Fire Systems, LLC Page 3 Sergeants House FP Area 1 Calc Date 12-09-19 Fitting Legend Abbrev. Name '/: % 1 1% 1Y2 2 2%2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 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 NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfe Febco 870V 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. c Computer Programs by Hydratec Inc. Revision: 50.53.5 Pressure / Flow Summary - STANDARD Northeast Fire Systems, LLC Page 4 Sergeants House FP Area 1 Calc Date 12-09-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. 101 -2.0 5.6 21.56 na 26.0 '0.2 130 7.0 102 -2.0 5.6 22.31 na 26.45 ,0.2 86 7.0 103 -2.0 5.6 24.09 na 27.49 0.2 86 7.0 M2 -2.0 27.09 na M3 -2.0 27.58 na M4 -2.0 29.0 na M5 -2.67 29.39 na 104 -2.67 31.09 na 105 -2.67 5.6 31.19 na 31.27 0.2 74.5 7.0 M6 -2.67 34.76 na 106 -2.67 5.6 37.8 na 34.43 0.2 116 7.0 107 -2.67 5.6 40.61 na 35.68 0.2 116 7.0 M7 -2.67 47.87 na M8 -2.67 50.25 na TOR -2.67 70.83 na BOR -7.67 79.22 na UG1 -7.67 89.26 na UG2 -9.0 89.85 na TEST 13.0 80.84 na 250.0 109 -2.0 5.6 21.3 na 25.84 0.2 95 7.0 M1 -2.0 26.99 na 110 -2.0 5.6 24.46 na 27.69 0.2 74.5 7.0 111 -2.0 5.6 24.69 na 27.83 0.2 74.5 7.0 112 -2.0 5.6 25.64 na 28.35 0.2 74.5 7.0 113 -2.0 5.6 25.76 na 28.42 0.2 106 7.0 114 -2.0 5.6 26.03 na 28.57 0.2 130 7.0 115 -6.53 5.6 28.22 na 29.75 0.2 79 7.0 116 -2.67 5.6 44.49 na 37.35 0.2 116 7.0 117 -2.67 5.6 45.0 na 37.57 0.2 116 7.0 118 -2.67 48.97 na 119 -2.67 49.14 na 120 -2.67 49.62 na 121 -2.67 5.6 44.64 na 37.42 0.2 100 7.0 122 -2.67 5.6 45.16 na 37.63 0.2 100 7.0 123 -2.67 5.6 45.09 na 37.6 0.2 116 7.0 124 -2.67 5.6 45.61 na 37.82 0.2 116 7.0 The maximum velocity is 35.49 and it occurs in the pipe between nodes M8 and TOR Computer Programs by Hydratec Inc. Revision: 50.53.5! Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 5 Sergeants House FP Area 1 Calc Date 12-09-19 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 101 -2 5.60 51.84 1.5 0.0 8.060 120 21.556 to 0.0 0.0 0.0 102 -2 51.84 1.61 0.0 8.060 0.0942 0.759 Vel= 8.17 102 -2 5.60 26.46 1.5 0.0 8.820 120 22.315 to 0.0 0.0 0.0 103 -2 78.3 1.61 0.0 8.820 0.2017 1.779 Vel= 12.34 103 -2 5.60 27.48 1.5 T 8.0 0.500 120 24.094 to 0.0 8.000 0.0 M2 -2 105.78 1.61 0.0 8.500 0.3520 2.992 Vel = 16.67 M2 -2 57.00 2.5 0.0 7.000 120 27.086 to 0.0 0.0 0.0 M3 -2 162.78 2.635 0.0 7.000 0.0710 0.497 Vel= 9.58 M3 -2 83.88 2.5 E 8.237 1.000 120 27.583 to 0.0 8.237 0.0 M4 -2 246.66 2.635 0.0 9.237 0.1531 1.414 Vel= 14.51 M4 -2 0.0 2.5 0.0 0.670 120 28.997 to 0.0 0.0 0.290 M5 -2.67 246.66 2.635 0.0 0.670 0.1522 0.102 Vel= 14.51 M5 -2.67 0.0 2.5 E 8.237 2.880 120 29.389 to 0.0 8.237 0.0 104 -2.67 246.66 2.635 0.0 11.117 0.1531 1.702 Vel= 14.51 104 -2.67 29.75 2.5 0.0 0.500 120 31.091 to 0.0 0.0 0.0 105 -2.67 276.41 2.635 0.0 0.500 0.1880 0.094 Vel= 16.26 105 -2.67 5.60 31.27 2.5 E 8.237 7.260 120 31.185 to 0.0 8.237 0.0 M6 -2.67 307.68 2.635 0.0 15.497 0.2304 3.570 Vel= 18.10 M6 -2.67 0.0 2.5 E 8.237 4.990 120 34.755 to 0.0 8.237 0.0 106 -2.67 307.68 2.635 0.0 13.227 0.2304 3.048 Vel= 18.10 106 -2.67 5.60 34.43 2.5 0.0 10.000 120 37.803 to 0.0 0.0 0.0 107 -2.67 342.11 2.635 0.0 10.000 0.2803 2.803 Vel= 20.13 107 -2.67 5.60 35.69 2.5 E 8.237 13.320 120 40.606 to 0.0 8.237 0.0 M7 -2.67 377.8 2.635 0.0 21.557 0.3368 7.260 Vel= 22.23 M7 -2.67 0.0 2.5 0.0 7.080 120 47.866 to 0.0 0.0 0.0 M8 -2.67 377.8 2.635 0.0 7.080 0.3369 2.385 Vel= 22.23 M8 -2.67 225.39 2.5 T 16.474 1.000 120 50.251 to E 8.237 24.711 0.0 TOR -2.67 603.19 2.635 0.0 25.711 0.8004 20.578 Vel= 35.49 TOR -2.67 0.0 4 T 26.334 5.000 120 70.829 to Bvca 10.534 36.868 5.166 ** Fixed Loss=3 BOR -7.67 603.19 4.26 Fsp 0.0 41.868 0.0771 3.229 Vel= 13.58 BOR -7.67 0.0 4 T 26.334 5.410 120 79.224 to Zfe 0.0 26.334 7.584 **Fixed Loss=7.584 UG1 -7.67 603.19 4.26 0.0 31.744 0.0771 2.448 Vel= 13.58 Computer Programs by Hydratec Inc. Revision: 50.53.5 i Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 6 Sergeants House FP Area 1 Calc Date 12-09-19 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. I UG1 -7.67 0.0 6 0.0 1.330 140 89.256 to 0.0 0.0 0.5176 UG2 -9 603.19 6.16 0.0 1.330 0.0098 0.013 Vel= 6.49 UG2 -9 0.0 6 E 20.084 30.000 140 89.845 to G 4.304 24.388 -9.528 TEST 13 603.19 6.16 0.0 54.388 0.0096 0.523 Vel= 6.49 250.00 Qa= 250.00 TEST 853.19 80.840 K Factor= 94.89 109 -2 5.60 25.84 1.5 0.0 10.000 120 21.297 to 0.0 0.0 0.0 101 -2 25.84 1.61 0.0 10.000 0.0259 0.259 Vel= 4.07 0.0 101 25.84 21.556 K Factor= 5.57 M2 -2 -57.00 2.5 0.0 9.790 120 27.086 to 0.0 0.0 0.0 M1 -2 -57.0 2.635 0.0 9.790 -0.0101 -0.099 Vel= 3.35 0.0 M1 -57.00 26.987 K Factor=-10.97 110 -2 5.60 27.69 1.5 0.0 8.000 120 24.457 to 0.0 0.0 0.0 111 -2 27.69 1.61 0.0 8.000 0.0295 0.236 Vel= 4.36 111 -2 5.60 27.83 1.5 0.0 8.820 120 24.693 to 0.0 0.0 0.0 112 -2 55.52 1.61 0.0 8.820 0.1068 0.942 Vel= 8.75 112 -2 5.60 28.36 1.5 T 8.0 0.500 120 25.635 to 0.0 8.000 0.0 M3 -2 83.88 1.61 0.0 8.500 0.2292 1.948 Vel= 13.22 0.0 M3 83.88 27.583 K Factor= 15.97 113 -2 5.60 28.42 1.5 0.0 8.830 120 25.761 to 0.0 0.0 0.0 114 -2 28.42 1.61 0.0 8.830 0.0310 0.274 Vel= 4.48 114 -2 5.60 28.58 1.5 T 8.0 0.490 120 26.635 to 0.0 8.000 0.0 M1 -2 57.0 1.61 0.0 8.490 0.1121 0.952 Vel= 8.98 0.0 M1 57.00 26.987 K Factor= 10.97 115 -6.53 5.60 29.75 1 2E 4.0 7.730 120 28.224 to T 5.0 9.000 -1.672 104 -2.67 29.75 1.049 0.0 16.730 0.2713 4.539 Vel= 11.04 0.0 104 29.75 31.091 K Factor= 5.34 116 -2.67 5.60 37.35 1.5 0.0 10.000 120 44.490 to 0.0 0.0 0.0 117 -2.67 37.35 1.61 0.0 10.000 0.0514 0.514 Vel= 5.89 117 -2.67 5.60 37.57 1.5 T 8.0 13.320 120 45.004 to 0.0 8.000 0.0 118 -2.67 74.92 1.61 0.0 21.320 0.1859 3.964 Vel= 11.81 i Computer Programs by Hydratec Inc. Revision: 50.53.51 I Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 7 Sergeants House FP Area 1 Calc Date 12-09-19 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 118 -2.67 0.0 2.5 0.0 10.000 120 48.968 to 0.0 0.0 0.0 119 -2.67 74.92 2.635 0.0 10.000 0.0169 0.169 Vel = 4.41 119 -2.67 75.05 2.5 0.0 8.000 120 49.137 to 0.0 0.0 0.0 120 -2.67 149.97 2.635 0.0 8.000 0.0610 0.488 Vel= 8.82 120 -2.67 75.42 2.5 0.0 4.833 120 49.625 to 0.0 0.0 0.0 M8 -2.67 225.39 2.635 0.0 4.833 0.1295 0.626 Vel= 13.26 0.0 M8 225.39 50.251 K Factor= 31.80 121 -2.67 5.60 37.42 1.5 0.0 10.000 120 44.645 to 0.0 0.0 0.0 122 -2.67 37.42 1.61 0.0 10.000 0.0515 0.515 Vel= 5.90 122 -2.67 5.60 37.63 1.5 T 8.0 13.320 120 45.160 to 0.0 8.000 0.0 119 -2.67 75.05 1.61 0.0 21.320 0.1865 3.977 Vel= 11.83 0.0 119 75.05 49.137 K Factor= 10.71 123 -2.67 5.60 37.60 1.5 0.0 10.000 120 45.091 to 0.0 0.0 0.0 124 -2.67 37.6 1.61 0.0 10.000 0.0520 0.520 Vel = 5.93 124 -2.67 5.60 37.82 1.5 T 8.0 13.320 120 45.611 to 0.0 8.000 0.0 120 -2.67 75.42 1.61 0.0 21.320 0.1883 4.014 Vel= 11.89 0.0 .120 75.42 49.625 K Factor= 10.71 Computer Programs by Hydratec Inc. Revision: 50.53.5 � Y 3 C '3 Y1r P ad Cr M � r bAAAAA;44 OF Mgss� k sa ,A WILLIAM H. G„ ` d CIESLA FIRE PR 10 �. No. 9 9 g � Northeast Fire Systems, LLC 140 Union St. Vernon, CT 06066-3022 860-896-7447 Job Name Sergeants House FP Area 2 Calc Drawing 82 BRIDGE ST NORTHAMPTON, MA Location TYPE B APARTMENT 305 Remote Area 2 Contract ' Data File Sergeants House FP All Floors Area 2.VVXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Northeast Fire Systems, LLC Page 1 Sergeants House FP Area 2 Calc Date 12-09-19 Hydraulic Design Information Sheet Name - THE SERGEANT HOUSE Date - 12-09-19 Location - TYPE B APARTMENT 305 Building - 82 BRIDGE ST NORTHAMPTON, MA System No. - 2 Contractor - FIRETEK INC. Contract No. - Calculated By - DK Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 9-2 Occupancy - RESIDENTIAL S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T ,Specific Ruling Made By Date E M Area of Sprinkler Operation - 4 REMOTE System Type Sprinkler/Nozzle Density - 0.1 (X) Wet Make TYCO D Area,•:.Pe"r :Sprinkler - VARIES ( ) Dry Model TY2334 E Ele'vati.or at'Highest Outlet - 27.21 ( ) Deluge Size 3/4 S :,Hose' Allowance - Inside - ( ) Preaction K-Factor 4.4 I '"Rack Sprankler Allowance - ( ) Other Temp.Rat.155 G Hose' .Allowance - Outside - 100 N Note Calculation Flow Required - 201.10 Press Required - 90.06 SOURCE Summary C-Factor Used: 150 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-18-19 Cap. - T Time of Test - 10:OOAM Rated Cap.- Elev.- E Static Press - 125 @ Press - R Residual Press - 115 Elev. - Well Flow - 1455 Proof Flow S Elevation - 13 U P Location - 82 BRIDGE ST P NORTHAMPTON, MA L Source of Information - NORTHAMPTON WATER DEPT Y FIRETEK INC C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Northeast Fire Systems, LLC Page 2 Sergeants House FP Area 2 Calc Date 12-09-19 City Water Supply: Demand: C1 -Static Pressure 125 D1 -Elevation 6.154 C2-Residual Pressure: 115 D2-System Flow : 101.102 C2-Residual Flow 1455 D2-System Pressure : 90.061 Hose(Demand) : 100 D3-System Demand :201.102 Safety Margin 34.682 150 140 130 P 120 R 110 E 100 D2 S 90 S 80 U 70 R 60 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: 50.53.5 Fittings Used Summary Northeast Fire Systems, LLC Page 3 Sergeants House FP Area 2 Calc Date 12-09-19 Fitting Legend Abbrev. Name '/: % 1 1'% 1'/: 2 2%: 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 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 NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfe Febco 870V 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: 50.53.5 Pressure / Flow Summary - STANDARD Northeast Fire Systems, LLC Page 4 Sergeants House FP Area 2 Calc Date 12-09-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. DP01 26.96 4.9 16.7 na 20.02 0.1 200 16.7 EQ01 27.21 16.89 na DP02 26.96 4.9 16.7 na 20.02 0.1 200 16.7 EQ02 27.21 17.28 na 201 27.21 K=K @ EQ02 27.37 na 25.2 202 27.21 30.82 na R4 27.21 34.96 na R3 18.38 44.66 na M10 18.38 60.86 na M11 18.38 64.2 na M12 18.0 72.57 na M13 18.0 73.39 na M14 17.12 73.87 na R2 17.12 79.69 na R1 -2.67 89.09 na TOR1 -2.67 89.15 na BOR1 -7.67 95.18 na BOR -7.67 95.26 na UG1 -7.67 98.99 na UG2 -9.0 99.57 na TEST 13.0 90.06 na 100.0 205 27.21 4.4 27.32 na 23.0 1 0.1 230 27.3 206 27.21 K=K @ EQ01 30.45 na 26.89 207 27.21 4.4 34.94 na 26.01 0.1 230 27.3 The maximum velocity is 21.25 and it occurs in the pipe between nodes R4 and R3 I I I Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 5 Sergeants House FP Area 2 Calc Date 12-09-19 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 DP01 26.96 4.90 20.02 1 E 2.0 0.250 120 16.700 to 0.0 2.000 -0.108 EQ01 27.21 20.02 1.049 0.0 2.250 0.1302 0.293 Vel= 7.43 0.0 EQ01 20.02 16.885 K Factor= 4.87 DP02 26.96 4.90 20.02 1 T 5.0 0.250 120 16.700 to 0.0 5.000 -0.108 EQ02 27.21 20.02 1.049 0.0 5.250 0.1303 0.684 Vel= 7.43 0.0 EQ02 20.02 17.276 K Factor= 4.82 201 27.21 4.82 48.20 1 T 9.563 0.400 150 27.368 K= K @ EQ02 to 0.0 9.562 0.0 202 27.21 48.2 1.101 0.0 9.962 0.3464 3.451 Vel= 16.24 202 27.21 26.90 1.25 T 9.523 2.320 150 30.819 to E 4.762 14.284 0.0 R4 27.210 75.1 1.394 0.0 16.604 0.2493 4.139 Vel= 15.79 R4 27.210 26.00 1.25 E 4.762 8.830 150 34.958 to 0.0 4.761 3.824 R3 18.38 101.1 1.394 0.0 13.591 0.4322 5.874 Vel= 21.25 R3 18.38 0.0 1.25 E 4.762 13.680 150 44.656 to 2T 19.046 23.808 0.0 M10 18.38 101.1 1.394 0.0 37.488 0.4321 16.199 Vel = 21.25 M10 18.38 0.0 2 2E 12.307 30.570 120 60.855 to 0.0 12.307 0.0 M11 18.38 101.1 2.157 0.0 42.877 0.0779 3.341 Vel= 8.88 Mil 18.38 0.0 2 T 12.307 86.890 120 64.196 to E 6.153 18.460 0.165 M12 18 101.1 2.157 0.0 105.350 0.0779 8.208 Vel = 8.88 M12 18 0.0 2 E 6.153 4.390 120 72.569 to 0.0 6.153 0.0 M13 18 101.1 2.157 0.0 10.543 0.0779 0.821 Vel= 8.88 M13 18 0.0 2 0.0 1.250 120 73.390 to 0.0 0.0 0.381 M14 17.12 101.1 2.157 0.0 1.250 0.0784 0.098 Vel= 8.88 M14 17.12 0.0 2 4E 24.613 4.270 120 73.869 to Bvca 7.384 31.997 3.000 **Fixed Loss=3 R2 17.120 101.1 2.157 Fsp 0.0 36.267 0.0779 2.825 Vel= 8.88 R2 17.120 0.0 2.5 E 8.237 19.790 120 79.694 to 0.0 8.237 8.571 R1 -2.67 101.1 2.635 0.0 28.027 0.0294 0.824 Vel= 5.95 R1 -2.67 0.0 2.5 0.0 1.920 120 89.089 to 0.0 0.0 0.0 TOR1 -2.67 101.1 2.635 0.0 1.920 0.0297 0.057 Vel= 5.95 TOR1 -2.67 0.0 2.5 2E 16.474 5.000 120 89.146 to Bvca 8.237 24.711 5.166 **Fixed Loss=3 BOR1 -7.67 101.1 2.635 Fsp 0.0 29.711 0.0293 0.872 Vel= 5.95 BOR1 -7.67 0.0 4 T 26.334 2.000 120 95.184 to 0.0 26.334 0.0 BOR -7.670 101.1 4.26 0.0 28.334 0.0029 0.081 Vel= 2.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 i Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 6 Sergeants House FP Area 2 Calc Date 12-09-19 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 BOR -7.670 0.0 4 T 26.334 5.083 120 95.265 to Zfe 0.0 26.334 3.640 "Fixed Loss=3.64 UG1 -7.670 101.1 4.26 0.0 31.417 0.0028 0.0189 Vel= 2.28 UG1 -7.670 0.0 6 0.0 1.330 140 98.994 to 0.0 0.0 0.5'76 UG2 -9 101.1 6.16 0.0 1.330 0 0.0, Vel= 1.09 UG2 -9 0.0 6 E 20.084 30.000 140 99.570 to G 4.304 24.388 -9.528 TEST 13 101.1 6.16 0.0 54.388 0.0003 0.019 Vel= 1.09 100.00 Qa= 100.00 TEST 201.10 90.061 K Factor= 21.19 205 27.21 4.40 23.00 1 0.0 0.500 150 27.324 to 0.0 0.0 0.0 201 27.21 23.0 1.101 0.0 0.500 0.0880 0.044 Vel= 7.75 0.0 201 23.00 27.368 K Factor= 4.40 206 27.21 4.87 26.89 1 0.0 3.100 150 30.454 K= K @ EQ01 to 0.0 0.0 0.0 202 27.21 26.89 1.101 0.0 3.100 0.1177 0.365 Vel= 9.06 0.0 202 26.89 30.819 K Factor= .4.84 207 27.21 4.40 26.01 1 0.0 0.200 150 34.936 to 0.0 0.0 0.0 R4 27.210 26.01 1.101 0.0 0.200 0.1100 0.022 Vel= 8.77 0.0 R4 26.01 34.958 K Factor= 4.40 Computer Programs by Hydratec Inc. Revision: 50.53.5 FIREINC-01 NICOLE ACOR>D� CERTIFICATE OF LIABILITY INSURANCE DATE 12/271201 YY) 12/27/2019 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Nicole Waslick -NAME:--- Phillips AME: _Phillips Insurance Agency,Inc. PHONE rFAx 97 Center Street (A/C,No,Ext):(413)59_4-5984____.___ _ (AIC,No)_(41_3_)_592-8499__ E-MAIL ncoe li leo Chicopee,MA 01013 E-MAIL S;_ ilhllsnsuranc .cm @Pp_ _ - ___-_ INSURER(S)AFFORDING COVERAGE - NAIC# INSURER A_Wesco Insurance'Company INSURED INSURER B Firetek,Inc. INSURER Q: 140 Union Street INSURER D Vernon,CT 06066 ------- --------�---- ----------.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. Ink TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR NSD WVD MMIDD MM DD Y Y COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _ $ CLAIMS-MADE a OCCUR DAMAGE TO RENTED - PREMISES-(Eaoccurrenc_e) $ MED EXP_(AnYonePerson $_ PERSONAL&ADV INJURY $ _GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY( -I PRO-- f- I LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident)_ $ ANY AUTO _ BO_D_I_LY__I_N_JU_R_Y_(_P_er_person) $ _ OWNED SCHEDULED _ AUTOS ONLY AUTOS _BODILY INJURY(Per accident) $_....... HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE -- $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ _ A WORKERS COMPENSATION _X_LSPER TE ER AND EMPLOYERS'LIABILITYYIN WWC3406143 4/13/2019 4/13/2020 1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE —1 E.L.EACH ACCIDENT_ $ _ OFFICERIMEMBER EXCLUDED? u N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 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) Workers Compensation Policy includes coverage for the following states:MA,CT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cit of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y P ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. 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