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41-059 (3) 49 RIDGE VIEW RD BP-2021-1193 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:41 -059 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SPRINKLER SYSTEM BUILDING PERMIT Permit# BP-2021-1193 Project# JS-2020-001630 Est.Cost:$10000.00 Fee:$65.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: CHRISTOPHER POPE 210044 Lot Size(sci.ft.): 17859.60 Owner: CHOCORUA REALTY INVESTMENTS LLC Zoning: Applicant: CHRISTOPHER POPE AT: 49 RIDGE VIEW RD Applicant Address: Phone: Insurance: 4 JON DR (413) 530-1510 WC BELCHERTOWNMA01007 ISSUED ON:4/16/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:NFPA - 13D 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: 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. g I' , Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 4/16/2021 0:00:00 $65.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner I , r 1-•:C ' getliogEt0175 I , -------„.....4 �pA The ommonwealth of Massachusetts // ii,,n ', 'S�p�, : yard • Building Regulations and Standards FOR ,r assa, usetts State Building Code,780 CMR MUNICIPALITY USE 'jF �.,„, ►;'-1 Per t Apr ication To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 o^•Mq of oto , One-or Two-Family Dwelling � This Section For Official Use Only Building Permit Number;�`r�al 1 '(j 4 3 Date Applied: II LI/6 / Building Official(Print Name) Signature I Dafe SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 AsL7sors Map&Parcel Numbers 49 Ridgeview Rd. / l.la Is this an accepted street?yes x no Map Number Parcel umber 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private DI Municipal Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yesO SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Chocorua Realty Investments Hadley, MA 01035 Name(Print) City,State,ZIP 5 Bayberry Lane 413-687-5743 cibloom0286©gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction IR Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other 0 Specify: _ _ Brief Description of Proposed Work': Install a NFPA 13D sprinkler system throughout the basement and 1st floors. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. Building Permit Fee: $ Indicate how fee is determined: • 2.Electrical $ ❑Standard City/Town Application Fee ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire �[ Suppression) $ 10,000.00 Total All Fees:$ j Check No. i/f Check Amount: 06 Cash Amount:_ 6.Total Project Cost: $ 10,000.00 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) SC-210044 04/09/2023 Chris Pope License Number Expiration Date Name of CSL Holder 4 Jon Dr. List CSL Type(see below) No.and Street Type Description Belchertown, MA 01007 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted I&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-530-1510 cpope©firetek.us I Insulation Telephone Email address D , Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) 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 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize FireTek, Inc. to act on my behalf,in all matters relative to work authorized by this building permit application. Chris Bloom 4/15/21 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Chris Pope 4/15/21 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton � ? Massachusetts Ss-.. 4 4 �;, `� + I' DEPARTMENT OF BUILDING INSPECTIONS $ ` 212 Main Street • Municipal Building yv`. D, ` re.." Northampton, MA 01060 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: Dumpster onsite. The debris will be transported by: Name of Hauler: Signature of Applicant: eitAu';r-/or4. Date: 04/15/21 The Commonwealth of Massachusetts st Department of Industrial Accidents , �►� a 1 Congress Street,Suite 100 = Boston, MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/ElectriciansfPlumhers. 1'0 BE FILED WITH THE PERMi oink:At.l'l•HORITY. Applicant Information Please Print Legihi4 Name{Ilusiness+Organtzation'lndtvidual): Firetek, Inc. Address: 140 Union St. City/State/Zip: Vernon, CT 06066 Phone#F: 413-530-1510 Are you an employer?Check the appropriate Mu: Type of project(required): 1.0 I am a employer with 5 employees(fitll and+or part•time).• 7_ ®New construction 20 I am a sole proprietor or partnership and have nu employees working for me in ?t. Q Remodeling any capacity_[Nu workers'comp.insurance required_] 30 I am a homeowner doing all wurk myself.[No workers`comp.insurance required.) 9. ❑Demolition i.❑1 em a homeowner and will be hiring contractors to conduct all work on my property. I will 100 Building addition ensure that all contractors either have workers'compensation insurance ur are sole 11.0 Electrical repairs or additions proprietors with no employees_ 12.E Plumbing repairs or additions 5l I am a general contractor and 1 leave hired the sub-contractors listed un the attached sheet. 13❑Roof repairs haw These sub-contractors ha employees and have workers'camp.insurance.: p fie❑We are a corporation and its officers have ekenised their right of exemption per MU c. I 4.0 Other SprinkI r installation 152,§t(il,and we have nu employees.[No workers'comp.insurance required.] 'Any applicant that checks bait al mint also fill out the section below showing their workers'c•urnperrsatiun policy information_ t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new afftdav it indicating such. tCuntractors that check this box must attached an additional sheet showing the name of the sub•crmeracton and state whether ur not those entities have employee, If tIc sub-contractors have employees.they must provide their workers'wiry.policy number. I ant an employer that is providing►►'orkers'compensation insurance far nt, employees. Below is the policy and job site information. Insurance Company Name: Wesco Insurance Co. Policy#or Selt=ens. Ltc. #: WWC3461234 Expiration Date: 04/13/22 Job Site Address: 49 Ridgeview Rd. City/StaterZip: Northampton, MA 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 S 1,500.00 andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. !do herein ccuti f,I'under the pains and penalties of perjury that the information provided above is true and correct. Sienature:( �lii�/6)/9 Date: 4/15/21 • Phone#: 413-530-1510 Official use only. Do not write In this area,to be completed by city or town official City or Town: Permit/License It 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#: �+��", FIREINC-01 KAYLA l_OR DATE(MM/DO/YYYY) CERTIFICATE OF LIABILITY INSURANCE 4/15/2021 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 Kayla Marie Drinkwine NAME: Phillips Insurance Agency,Inc. PHONE FAX 97 Center Street (A/C,No,Ext):(413)594-5984 wc,No):(413)592-8499 Chicopee,MA 01013 ADDREss:kayla@phillipsinsurance.com INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:WeSCO Insurance Company INSURED INSURER B: Firetek,Inc. INSURERC: 140 Union Street INSURERD: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP UNITS LTR INSD W Y)VD (MM/DD/YYY (MM/DD/YYYY), COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY j la LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILECOMBINED SINGLE LIMIT LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILYBODILY INJURYp (Per accident) $ HIREDTO ONLY AUTOS ONLY Per ardent)AMAGE UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE- $ DED RETENTION$ $ A WORKERS COMPENSATION X PERTUTE ERH AND EMPLOYERS'LIABILITY 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WWC3461234 4/13/2021 4/13/20'22 E.L.EACH ACCIDENT $ FFICER/MEMBER EXCLUDED? Y 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 Cityof Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN p ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street Northampton, MA 01060 AUTHORIZED REPRESSENTATIVE TH 'V ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD a Fire Sprinkler Narrative Report for Chris Bloom Residence ,..•A ,., GR•�N OF Q�;F 49 Ridge View Road M. - gc4,to.�.. Northampton, Massachusetts �C.�IA MI a`�9 H.y Z U rs^v Prepared by: , •q°�a Northeast Fire Systems, LLC for FireTek,Inc. 140 Union Street Vernon,CT 06066-3022 Tel: (860)896-7447 April 5,2021 Rev. Date Documentation Description No. BUILDING DESCRIPTION This is a new building consisting of a single-story single family residential dwelling. BASIS (METHODOLOGY) OF DESIGN SECTION 1 • Building Description A) Building Use" Group — R B) Total square footage of building 2025 sq ft C) Building height -19'-0" at highest point D) Number of floors above grade— 1 E) Number of floors below grade— 1 F) Square footage per floor First floor=2025 sq. ft. G) Type(s) of occupancies (hazards) within the building, Residential I) 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 at grade level and is accessible from the street. SECTION 2 - Applicable Laws, Regulations and Standards A) Ninth edition of the Massachusetts Building Code Massachusetts Amendments to the International Building Code 2019 B) NFPA Standards and Edition used for design of each specific fire protection system NFPA 13D, 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. 1 SECTION 4- Fire Protection Systems to be Installed A) Water supply. fire mains and hydrants a new 350-gallon residential pump and tank package is being installed in the basement. This water supply shall provide the required demand for the sprinkler system for a duration of 10 minutes. The fire pump is rated for 40 PSI @ 50 GPM C) Automatic sprinkler systems - complete combination wet/antifreeze sprinkler protection shall be provided throughout entire residential dwelling per the requirements of NFPA 13D with the exception of the following: 1. Bathrooms 55 sq ft or less, clothes closets, linen closets,pantries that do not exceed 24 sq ft. Sprinklers are also not required in garages, open attached porches and attics. D) Sprinkler system hydraulic design criteria is per the requirements of NFPA 13D as follows: a. Calculated (2)based on the requirements of the sprinkler listing. SECTION 5 - Features Used in the Design Methodology A) Building occupant notification and evacuation procedures: Upon activation of the any 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. TESTING CRITERIA SECTION 1 - Testing Criteria FIRE SPRINKLER SYSTEM a) Sprinkler system shall be hydrostatically tested at 200 psi for 2 hours per NFPA 13D. b) The installer shall provide to the owner/occupant instructions on inspecting, testing and maintaining the system. Fire Sprinkler Narrative Report for Chris Bloom Residence ,..�A-•�„� fr�y(M Of bti5��t 49 Ridge View Road qcy,� Northampton, Massachusetts VIILU `'' H. ` 1` • Prepared by: Northeast Fire Systems, LLC for FireTek,Inc. 140 Union Street Vernon,CT 06066-3022 Tel: (860)896-7447 April 5,2021 Rev. Date Documentation Description No. BUILDING DESCRIPTION This is a new building consisting of a single-story single family residential dwelling. BASIS (METHODOLOGY) OF DESIGN SECTION 1 • Building Description A) Building Use" Group — R B) Total square footage of building 2025 sq ft C) Building height -19'-0"at highest point D) Number of floors above grade— 1 E) Number of floors below grade— 1 F) Square footage per floor First floor= 2025 sq. ft. G) Type(s) of occupancies (hazards)within the building, Residential I) 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 at grade level and is accessible from the street. SECTION 2 - Applicable Laws, Regulations and Standards A) Ninth edition of the Massachusetts Building Code Massachusetts Amendments to the International Building Code 2019 B) NFPA Standards and Edition used for design of each specific fire protection system NFPA 13D, 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. SECTION 4- Fire Protection Systems to be Installed A) Water supply. fire mains and hydrants a new 350-gallon residential pump and tank package is being installed in the basement. This water supply shall provide the required demand for the sprinkler system for a duration of 10 minutes. The fire pump is rated for 40 PSI @ 50 GPM C) Automatic sprinkler systems - complete combination wet/antifreeze sprinkler protection shall be provided throughout entire residential dwelling per the requirements of NFPA 13D with the exception of the following: 1. Bathrooms 55 sq ft or less, clothes closets, linen closets,pantries that do not exceed 24 sq ft. Sprinklers are also not required in garages, open attached porches and attics. D) Sprinkler system hydraulic design criteria is per the requirements of NFPA 13D as follows: a. Calculated (2)based on the requirements of the sprinkler listing. SECTION 5- Features Used in the Design Methodology A) Building occupant notification and evacuation procedures: Upon activation of the any 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. TESTING CRITERIA SECTION 1 - Testing Criteria FIRE SPRINKLER SYSTEM a) Sprinkler system shall be hydrostatically tested at 200 psi for 2 hours per NFPA 13D. b) The installer shall provide to the owner/occupant instructions on inspecting, testing and maintaining the system. 411.1161" • d w CPESLAK FIRE PROTECT ) 'i tit p Northeast Fire Systems, LLC 140 Union Street Vernon, CT 06066-3022 860-896-7447 Job Name : Chris Bloom Drawing : Single Family Dwelling Location : Northampton. MA Remote Area : Contract Data File : Chris Bloom Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Northeast Fire Systems, LLC Page 1 Chris Bloom Date 3/31/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - Chris Bloom Residence Date - 3/31/2021 Location - Northampton. MA Building - Single Family Dwelling System No. - Contractor - FireTek, Inc. Contract No. - Calculated By - WHC Drawing No. - FP1 Construction: (*) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - Residential S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (*)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (*)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (*) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Globe Model GL4906 I Elevation at Highest Outlet - 18'-0"Feet Size 1/2 K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 26.075 Psi Required 38.866 At Pump Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. 50 Cap. T Time of Test - @ Psi 40 Elev. E Static (Psi) - Elev. 2'0" R Residual (Psi) - Other Well Flow (Gpm) - Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve Northeast Fire Systems, LLC Page 2 Chris Bloom Date 3/31/2021 Pump Data: Demand: P1 - Pump Churn Pressure : 55 D1 - Elevation : 6.930 P2 - Pump Rated Pressure : 40 D2 - System Flow : 26.075 P2 - Pump Rated Flow : 50 D2 - System Pressure : 38.866 P3 - Pump Pressure @ Max Flow : 26 Hose ( Demand ) P3 - Pump Max Flow : 75 D3 - System Demand : 26.075 Safety Margin : 10.504 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 P1 E 50 2 P2 40 30 20 10 D1 10 20 30 40 50 60 70 80 90 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary • Northeast Fire Systems, LLC Page 3 Chris Bloom Date 3/31/2021 - Fitting Legend Abbrev. Name % % 1 1% 1'/2 2 2% 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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: 50.54.4 . Flow Summary - NFPA Northeast Fire Systems, LLC Page 4 Chris Bloom Date 3/31/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP See Information on Pump Curve 49.37 26.07 38.866 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 18.0 4.9 7.04 13.0 0.1 130 2 19.58 6.62 3 19.58 6.89 4 19.58 6.95 5 19.58 10.01 6 19.58 12.04 7 19.58 14.98 8 7.75 22.2 9 7.75 25.98 10 1.0 30.77 11 1.0 32.84 12 6.67 31.79 13 6.67 32.73 14 6.67 33.57 PUMP 2.0 38.87 15 18.0 4.9 7.12 13.07 0.1 130 16 19.58 6.7 Computer Programs by Hydratec Inc. Revision: 50.54.4 - Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 5 Chris Bloom Date 3/31/2021 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 1 18 4.90 13.00 1 N 7.0 1.580 150 7.039 to 7.000 -0.684 2 19.580 13.0 1.101 8.580 0.0307 0.263 Vel = 4.38 2 19.580 0.0 1 N 7.0 2.000 150 6.618 to 7.000 0.0 3 19.580 13.0 1.101 9.000 0.0307 0.276 Vel = 4.38 3 19.580 0.0 1 1.830 150 6.894 to 0.0 4 19.580 13.0 1.101 1.830 0.0306 0.056 Vel = 4.38 4 19.580 13.07 1 27.500 150 6.950 to 0.0 5 19.580 26.07 1.101 27.500 0.1111 3.056 Vel = 8.79 5 19.580 0.0 1 0 5.0 13.290 150 10.006 to 5.000 0.0 6 19.580 26.07 1.101 18.290 0.1112 2.033 Vel = 8.79 6 19.580 0.0 1 N 7.0 19.460 150 12.039 to 7.000 0.0 7 19.580 26.07 1.101 26.460 0.1111 2.941 Vel = 8.79 7 19.580 0.0 1 N 7.0 11.830 150 14.980 to 7.000 5.124 8 7.750 26.07 1.101 18.830 0.1111 2.092 Vel = 8.79 8 7.750 0.0 1 3N 21.0 13.040 150 22.196 to 21.000 0.0 9 7.750 26.07 1.101 34.040 0.1111 3.783 Vel = 8.79 9 7.750 0.0 1 N 7.0 9.830 150 25.979 to 7.000 2.923 10 1 26.07 1.101 16.830 0.1112 1.871 Vel = 8.79 10 1 0.0 1 N 7.0 2.000 150 30.773 to S 9.563 16.562 0.0 11 1 26.07 1.101 18.562 0.1111 2.063 Vel = 8.79 11 1 0.0 1 N 7.0 5.670 150 32.836 to 7.000 -2.456 12 6.670 26.07 1.101 12.670 0.1112 1.409 Vel = 8.79 12 6.670 0.0 1 0 5.0 3.500 150 31.789 to 5.000 0.0 13 6.670 26.07 1.101 8.500 0.1111 0.944 Vel = 8.79 13 6.670 0.0 1 N 7.0 0.500 150 32.733 to 7.000 0.0 14 6.670 26.07 1.101 7.500 0.1112 0.834 Vel = 8.79 14 6.670 0.0 1.25 Fsp 0.0 4.670 150 33.567 to Ball 3.174 3.174 5.023 ** Fixed Loss = 3 PUMP 2 26.07 1.394 7.844 0.0352 0.276 Vel = 5.48 0.0 PUMP 26.07 38.866 K Factor= 4.18 System Demand Pressure 38.866 Safety Margin 10.504 Continuation Pressure 49.370 15 18 4.90 13.07 1 N 7.0 1.580 150 7.120 to 7.000 -0.684 16 19.580 13.07 1.101 8.580 0.0310 0.266 Vel = 4.40 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 6 Chris Bloom Date 3/31/2021 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 16 19.580 0.0 1 0 5.0 3.000 150 6.702 to 5.000 0.0 4 19.580 13.07 1.101 8.000 0.0310 0.248 Vel = 4.40 0.0 4 13.07 6.950 K Factor= 4.96 Computer Programs by Hydratec Inc. Revision: 50.54.4 4001h, . • ,,, ,,, ,,, „...,„,„ ,,, .�� WOLI p Ul�It� 6�. ,�;,� IlLi*, id ciESLF�:C a, II 4'':;s:(341 -:,`IS T: :',`•i,44' No.riREFF;A$w ' la iiIP'''"- r'V:r'v Northea e st Fire Systems, LLC 140 Union Street Vernon, CT 06066-3022 860-896-7447 Job Name : Chris Bloom Drawing Single Family Dwelling Location Northampton. MA Remote Area : Contract Data File Chris Bloom Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Northeast Fire Systems, LLC Page 1 Chris Bloom Date 3/31/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - Chris Bloom Residence Date - 3/31/2021 Location - Northampton. MA Building - Single Family Dwelling System No. - Contractor - FireTek, Inc. Contract No. - Calculated By - WHC Drawing No. - FP1 Construction: (*) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - Residential S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (*)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (*)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (*) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Globe Model GL4906 I Elevation at Highest Outlet - 18'-0"Feet Size 1/2 K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 26.075 Psi Required 38.866 At Pump Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. 50 Cap. T Time of Test - @ Psi 40 Elev. E Static (Psi) - Elev. 2'0" R Residual (Psi) - Other Well Flow (Gpm) - Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve • Northeast Fire Systems, LLC Page 2 Chris Bloom Date 3/31/2021 Pump Data: Demand: P1 - Pump Churn Pressure : 55 D1 - Elevation : 6.930 P2 - Pump Rated Pressure : 40 D2-System Flow : 26.075 P2 - Pump Rated Flow : 50 D2-System Pressure : 38.866 P3 - Pump Pressure @ Max Flow : 26 Hose ( Demand ) P3- Pump Max Flow : 75 D3- System Demand : 26.075 Safety Margin : 10.504 150 140 • 130 p 120 R 110 E 100 S 90 S 80 U 70 R60 P1 E 50 D2 P2 40 30 P3 20 10 • D1 10 20 30 40 50 60 70 80 90 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary • Northeast Fire Systems, LLC Page 3 Chris Bloom Date 3/31/2021 • Fitting Legend Abbrev. Name '/ 3/. 1 1% 1% 2 2% 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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: 50.54.4 Flow Summary - NFPA Northeast Fire Systems, LLC Page 4 Chris Bloom Date 3/31/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP See Information on Pump Curve 49.37 26.07 38.866 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 18.0 4.9 7.04 13.0 0.1 130 2 19.58 6.62 3 19.58 6.89 4 19.58 6.95 5 19.58 10.01 6 19.58 12.04 7 19.58 14.98 8 7.75 22.2 9 7.75 25.98 10 1.0 30.77 11 1.0 32.84 12 6.67 31.79 13 6.67 32.73 14 6.67 33.57 PUMP 2.0 38.87 15 18.0 4.9 7.12 13.07 0.1 130 16 19.58 6.7 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 5 Chris Bloom Date 3/31/2021 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 1 18 4.90 13.00 1 N 7.0 1.580 150 7.039 to 7.000 -0.684 2 19.580 13.0 1.101 8.580 0.0307 0.263 Vel = 4.38 2 19.580 0.0 1 N 7.0 2.000 150 6.618 to 7.000 0.0 3 19.580 13.0 1.101 9.000 0.0307 0.276 Vel = 4.38 3 19.580 0.0 1 1.830 150 6.894 to 0.0 4 19.580 13.0 1.101 1.830 0.0306 0.056 Vel = 4.38 4 19.580 13.07 1 27.500 150 6.950 to 0.0 5 19.580 26.07 1.101 27.500 0.1111 3.056 VeI = 8.79 5 19.580 0.0 1 0 5.0 13.290 150 10.006 to 5.000 0.0 6 19.580 26.07 1.101 18.290 0.1112 2.033 VeI = 8.79 6 19.580 0.0 1 N 7.0 19.460 150 12.039 to 7.000 0.0 7 19.580 26.07 1.101 26.460 0.1111 2.941 VeI = 8.79 7 19.580 0.0 1 N 7.0 11.830 150 14.980 to 7.000 5.124 8 7.750 26.07 1.101 18.830 0.1111 2.092 Vel= 8.79 8 7.750 0.0 1 3N 21.0 13.040 150 22.196 to 21.000 0.0 9 7.750 26.07 1.101 34.040 0.1111 3.783 VeI = 8.79 9 7.750 0.0 1 N 7.0 9.830 150 25.979 to 7.000 2.923 10 1 26.07 1.101 16.830 0.1112 1.871 Vel = 8.79 10 1 0.0 1 N 7.0 2.000 150 30.773 to S 9.563 16.562 0.0 11 1 26.07 1.101 18.562 0.1111 2.063 Vel = 8.79 11 1 0.0 1 N 7.0 5.670 150 32.836 to 7.000 -2.456 12 6.670 26.07 1.101 12.670 0.1112 1.409 Vel = 8.79 12 6.670 0.0 1 0 5.0 3.500 150 31.789 to 5.000 0.0 13 6.670 26.07 1.101 8.500 0.1111 0.944 Vel = 8.79 13 6.670 0.0 1 N 7.0 0.500 150 32.733 to 7.000 0.0 14 6.670 26.07 1.101 7.500 0.1112 0.834 Vel = 8.79 14 6.670 0.0 1.25 Fsp 0.0 4.670 150 33.567 to Ball 3.174 3.174 5.023 ** Fixed Loss= 3 PUMP 2 26.07 1.394 7.844 0.0352 0.276 Vel = 5.48 0.0 PUMP 26.07 38.866 K Factor= 4.18 System Demand Pressure 38.866 Safety Margin 10.504 Continuation Pressure 49.370 15 18 4.90 13.07 1 N 7.0 1.580 150 7.120 to 7.000 -0.684 16 19.580 13.07 1.101 8.580 0.0310 0.266 Vel = 4.40 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Northeast Fire Systems, LLC Page 6 Chris Bloom Date 3/31/2021 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 16 19.580 0.0 1 0 5.0 3.000 150 6.702 to 5.000 0.0 4 19.580 13.07 1.101 8.000 0.0310 0.248 Vel = 4.40 • 0.0 4 13.07 6.950 K Factor= 4.96 Computer Programs by Hydratec Inc. Revision: 50.54.4 Fire Sprinkler Narrative Report for Chris Bloom Residence ; 49 Ridge View Road p`p��o� � �$ Northampton, Massachusetts r'' ' MUM N. of rtn: Prepared by: ` +�4' PpvWV .v Northeast Fire Systems,LLC for FireTek,Inc. 140 Union Street Vernon,CT 06066-3022 Tel: (860)896-7447 April 5,2021 Rev. Date Documentation Description No. BUILDING DESCRIPTION This is a new building consisting of a single-story single family residential dwelling. BASIS (METHODOLOGY) OF DESIGN SECTION 1 • Building Description A) Building Use" Group— R B) Total square footage of building 2025 sq ft C) Building height-19'-0" at highest point D) Number of floors above grade— I E) Number of floors below grade— 1 F) Square footage per floor First floor=2025 sq. ft. G) Type(s) of occupancies (hazards) within the building, Residential I) 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 at grade level and is accessible from the street. SECTION 2 - Applicable Laws, Regulations and Standards A) Ninth edition of the Massachusetts Building Code Massachusetts Amendments to the International Building Code 2019 B) NFPA Standards and Edition used for design of each specific fire protection system NFPA 13D, 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. SECTION 4- Fire Protection Systems to be Installed A) Water supply, fire mains and hydrants a new 350-gallon residential pump and tank package is being installed in the basement. This water supply shall provide the required demand for the sprinkler system for a duration of 10 minutes. The fire pump is rated for 40 PSI @ 50 GPM C) Automatic sprinkler systems-complete combination wet/antifreeze sprinkler protection shall be provided throughout entire residential dwelling per the requirements of NFPA 13D with the exception of the following: 1. Bathrooms 55 sq ft or less, clothes closets, linen closets,pantries that do not exceed 24 sq ft. Sprinklers are also not required in garages, open attached porches and attics. D) Sprinkler system hydraulic design criteria is per the requirements of NFPA 13D as follows: a. Calculated (2)based on the requirements of the sprinkler listing. SECTION 5 - Features Used in the Design Methodology A) Building occupant notification and evacuation procedures: Upon activation of the any 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. TESTING CRITERIA SECTION 1 - Testing Criteria FIRE SPRINKLER SYSTEM a) Sprinkler system shall be hydrostatically tested at 200 psi for 2 hours per NFPA 13D. b) The installer shall provide to the owner/occupant instructions on inspecting, testing and maintaining the system.