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24D-092 (17) BP-2024-0380 84 NORTH ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24D-092-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0380 PERMISSION IS HEREBY GRANTED TO: Project# RENO 2024 Contractor: License: Est.Cost: 23800 IMPACT FIRE SERVICES Const.Class: Exp.Date: Use Group: Owner: INC SULLIVAN D A&SONS Lot Size(sq.ft.) Zoning: URC Applicant: IMPACT FIRE SERVICES Applicant Address Phone: Insurance: 533 CENTER ST (413)589-0672 WC084550201 LUDLOW, MA 01056 ISSUED ON: 05/09/2024 TO PERFORM THE FOLLOWING WORK: REPLACE DRY SYSTEM WITH WET SYSTEM IN APARTMENT CONVERSION 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: f7P Fees Paid: S167.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner The Commonwealth of Massachusetts 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( ZB7A -j) Date Applied: Building Official: SECTION 1:LOCATION 84 North Street Northampton 01060 Sullivan Apartment No.and Street City/Town Zip Code Name of Building(if applicable) 24D-092- -ov! Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 13 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes Cg No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No IN Brief Description of Proposed Work: Replace Dry system with new wet system in apartment conversion. 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 0 B: Business ® E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 1-2❑ I-3 0 1-4 0 M: Mercantile❑ R: Residential R-10 R-2 0 R-3 IN R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA CI IB ❑ IIA 0 IIB ❑ MA IIIBIN IV El VA VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Licensed Disposal Site 0 Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be W Private 0 or indentify Zone: or on site system 0 required 0 or trench or specify: permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: c'rot id r ,,,wufi City of Northampton SAS- Massachusetts 4.1 < G ' �. r DEPARTMENT OF BUILDING INSPECTIONS 'y 212 Main Street • Municipal Building •vs•. CDC Northampton, MA 01060 rs _•. `Ao PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR COMMERCIAL & MULTI-FAMILY NEW CONSTRUCTION/ADDITIONS/ALTERATIONS 1. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work (Digital & Hard copy). 3. Site Plan with location of proposed structure(s) and setbacks. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CSL and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (if applicable). 8. Note any Conservation and/or Special Permit requirements (if applicable). 9. Driveway Permit (if applicable). 10. Proof of Water and Sewer entry fees paid (if applicable). 11. Trench Permit (if applicable). 12. Initial Construction Control Documents filled out and signed by the Registered Design Professional in responsible charge. 13. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Name Street Address City/Town State Zip to apply for and act on the property ownet'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 0. Otherwise provide contitrurtion control horns(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Scott Henderson - 46553 Name(Registrant) Telephone No. e-mail address Registration Number Inver 6/30/24 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Impact Fire Services Company Name loseph Brosseau SC-122479 Name of Person Responsible for Construction License No. and Type if Applicable 533 Center Street Ludlow IAA— 01056 Street Address City/Town State Zip -�$Q- 0672 - - 117-permits@legacyfireprotection.com 41 Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes 0 No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ Building Permit Fee=Total Construction Cost xZ(Insert here 2.Electrical $ appropriate municipal factor)=$ 3.Plumbing $ 09 4.Mechanical (HVAC) $ Note Minimum fee=$HD/•(contact municipality) 5.Mechanical (Other) $ 23,800 k,l)'//70D0 Enclose check payable 6.Total Cost $ 23,800 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Zakery Cloutier (G /L Assistant Project Manager 413 -589 -0672 4/1/24 Please print and sigrkti e7 Title Telephone No. Date 533 Center Street Ludlow MA— 01056 117-permitst legacyfireprotection.com Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approva�/ 4O f 9/Z4 L�1 Name Date CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton , y•' Massachusetts °'<< f�" -4• w: L 4: DEPARTMENT OF BUILDING INSPECTIONS 9k i�( �t : / 212 Main Street • Municipal Building Northampton, MA 01060 rYJi,.. \%J 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: 533 Center Street/ Ludlow, MA 01056 The debris will be transported by: Name of Hauler: Impact Fire Services Signature of Applicant: jai-7 eAvz&z:v2 Date: 4/1/24 The Commonwealth of Massachusetts Department of Industrial Accidents k.. L'�s61 Congress Street.Suite 100 �:I Boston, MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors'Electricians(Plutubers. TO BE FILED WITH THE PERNIIIIING AITHORI IA. Applicant Information Please Print l.etihlt Name(ltustness.(hpantaationflndnidual): Impact Fire Services Address: 533 Center Street City/State/Zip:Ludlow1MAL01056 Phone#: 41.3-589-0672 Are yea an employer?('heck the appropriate box: Type of project(required). 1.0 I ant a erttployer with _30__ _employees(fldl and+or pan-tithe).• 7. O New construction 20 I am a sole proprietor or partnership and have no employees working forme in 8. ❑Remodeling any capacity.[Nu workers'comp.insurance required.) 9. ❑Demolition 3.0I am a hontc‘i)w net doing all work myself.[No workers'comp.insurance required.)' 4.0 I ant a homeowner and will be hiring contractors to conduct all work on my property. I will ICIBuilding addition ensure that all contractors either hate workers'compensation insurance or are sole 1 la Electrical repairs or additions prupncton with no employees- 12.0 Plumbing repairs or additions 5.01 sin a general contractor and I have hind the sob-contractors listed on the attached shee9. 13.aROOf repairs so These b-contractors have employees and have workers'comp.insurance.; et 6.0 We a a corporation and its officers have exercised their right of exemption per MGL c. 14.®0� Fire Prevention n 152.ti l l 41.and we hate no employees.[No workers'comp.insurance required) 'Any applicant that cheeks box i'l must also fill out the section below showing their workers'compensation policy information. `Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidav it indicatng 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 suh-nmtractors lave employees.they moo 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: Zurich American Insurance Com_pany_of Illinois Policy#or Self ins. Ltc. #: WC084550202 Expiration Date: 2/14/25 Job Site Address: 84 North Street City/StatetZip:Northampton/MA/01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152. S25A is a criminal violation punishable by a tine up to S1,500.00 and or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DiA for insurance coverage verification. /do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Sitmaturr: i C.10'4IZZ4 - Date: 4/1/24 Phone r: 413-589-1672 Official use only. Do not write in this area.to he completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.('its.Tossn Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Appendix 1 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing(include local connections) 9 Gas(Natural,Propane,Medical or other) 10 Surveyed Site Plan(Utilities,Wetland,etc.) 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review(521 CMR) 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction. Registered Professional Contact Information Scott Henderson - - 46553 Name(Registrant) Telephone No. e-mail address Registration Number 6/30/24 Street Address City/Town State Zip Discipline Expiration Date - - Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date - - Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. Initial Construction Control Document gvi To be submitted with the building permit application by a li?Tt Registered Design Professional for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Sullivan Apartment Date: 03/28/2024 Property Address: 84 North Street,Northampton,MA 01060 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Replace Dry System with New Wet System in Apartment Conversion I Scott Henderson MA Registration Number: 46553 Expiration date: 6/30/24, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a 'Final Construction Control Document'. Digitally signed by Scott Enter in the space to the right a"wet"or D. Henderson � � electronic signature and seal:" " " Date: 2024.03.29 19:04:57 '-04'00 "Tv 10 Impact Fire Phone number: (413)589-0672 Email: scott_henderson@charter.net Building Official Use Only Building Official Name: Permit No.: Date: Note I.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen. provide a description. 03/28/2024 IMPACT FIRE 533 CENTER STREET P.O. BOX 582 LUDLOW, MA 01056 Tel. (413)589-0672 March 2811'. 2024 Fire Prevention Officer Northampton Fire Department Northampton. MA 01060 Subject: Sullivan Apartment 2nd Floor 84 North Street Northampton, MA 01060 This letter will serve as confirmation that we have taken into consideration 780 CMR: Massachusetts Amendments to the International Building Code(IBC)2015, Chapter 9"Fire Protection Systems"with regard to the design of the automatic fire protection system and compliance with applicable codes at the above referenced location. Re: 780 CMR 901.2.1 Tier One, Construction Documents 903.1.1 (1.a) BASIS (METHODOLOGY) OF DESIGN SECTION 1 —Building Description a) Building "Use" Group: "B" Business, "R-3" Residential b) Total square footage: current scope of work covers 3.000 sq. ft. c) Number of floors above grade: Scope of work is on the 2nd floor d) Number of floors below grade: 1 e) Type of construction: 3B f) Type of hazards: Residential/Light Hazard g) Hazardous material usage and storage: none h) High storage of commodities: none SECTION 2—APPLICABLE STANDARDS a) 780 CMR Code: Fire Protection Systems Requirements b) NFPA Standards: NFPA- 13 2013 Edition (Sprinkler Systems) SECTION 3—DESIGN RESPONSIBILITY Sprinkler system design drawings and calculations shall be reviewed and stamped by a registered Professional Engineer, registered in State of Massachusetts in discipline of Fire Protection systems design, employed or contracted to review the design of the system for this building. The installing sprinkler system contractor shall contract such design work, as part of their overall work scope. The reviewing engineer shall be the engineer of record. Page 1 of 2 03/28/2024 SECTION 4—FIRE PROTECTION SYSTEMS TO BE INSTALLED Scope of work is start with the existing sprinkler system. Rework riser as shown on plans to provide a new wet sprinkler zone for new apartment renovation. Demo existing Dry system in area of work and cap. Dry system to remain in the rest of the building. Install new residential sprinklers throughout apartment, providing coverage above and below all soffited and ceiling areas using standard QR heads above and in stairwell. Provide full sprinkler coverage throughout the renovation space per NFPA-13 per plans. Any new piping is based on performed hydraulic calculations. SECTION 5—FEATURES USED IN THE DESIGN METHODOLOGY The NFPA-13 sprinkler design for Residential and Light Hazard SECTION 6—SPECIAL CONSIDERATION AND DESCRIPTION No deviations are intended 903.1.1 (1.b)SEQUENCE OF OPERATION SECTION 1 In the event of a fire, one or more sprinklers will operate. The installed network of piping will supply water to the operating sprinklers. When a sprinkler operates(fuses), the flow of water will activate the flow switch and the existing electric bell will sound. 903.1.1 (1.c)TESTING CRITERIA SECTION 1 -Testing Criteria The sprinkler system shall be tested in as required by NFPA pamphlet 13. SECTION 2 -Equipment and Tool Sprinkler system installing contractor shall supply all necessary tools and equipment required to conduct the required testing of the systems. SECTION 3-Approval Requirements Upon the completion of the installation of the automatic fire sprinkler system, the installing contractor shall perform all tests required by NFPA-13 Submitted by: Impact Fire 533 Center Street Ludlow, MA 01056 413-589-0672 Joe Brosseau, General Manager CAr"— av° Scott Henderson P.E. Digitally signed by r', ► Scott D. Henderson onoNo.SW PROMICII Date: 2024.03.29 '19:04:04 -04'00 4-V' Page 2 of 2 liii Hydraulic Overview1 Job Number 117-33280796 Report Description:Light Hazard(UPRIGHTS) Job Job Nun.. Desire, 117-33280796 BR Jeb None Anna FA. SULLIVAN APARTMENT (413)589-0672 Aa....I — SUM a o.t,or..Nat. 84 NORTH STREET Abbas AIM NORTHAMPTON,MA 01060 Afton 3 - - - - -- --- .bb S1e•emeng Dm* 0.10g!NNW 1500ft'(Actual 905ft') WI DereandinbSpenau ore I...Sbe... 5.6 K-Factor 14.82 at 7.000 100.00 Cewrp.P.30.313. N..1el a Wotan craw.. IC 120W 13 0 *OM u.....oe..r boon ebb o.r. 69.093 210.02 Reel oa end vwenue Roma 310.02 @ 69.093 +50.324(42.1%) Supplies Check Point Gauges -V ' Node Name Flow(ttpm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K( Flow(a,pm! 1 Water Supply 1278.00 100.00 120.000 112 000 Digitally signed by Scott D. yW11 Henderson ctoi H Date: 2024.03.29 19:03:213 '-04'C 0 Id, Sullivan Apartment_03-28-24.cad Water Supply at Node 1(1278.00.100.00.120.000. 112 000) 150—- - 135 Static Pressure 120.000 120 I. }_ . 310.02 6 119.418 E� 105 1278.00 112.000 r �,,�i jj 90 EU g 75 310.02 with hose streams I I I m 60 - 210.02 69.093 • 45 System demand curvc I 30 15 0 cL 1M 111II IlJl 1llll l l l l I11111111 l l l l i l l l l l l l l l l l l l 1 1 1 111 1 1 1 I I 1 1 1 1 1 1 1 TbD 450600 750 900 1050 1200 1350 1500 Water flow,gpm L,©M.E.P.CAD qii AutoSPRINK 2023 v18 1 33 0 3/28/2024 11 47 57AM Page 1 4/111-. Hydraulic Summary Job Number: 117-33280796 Report Descriptionr Light Hazard(UPRIGHTS) Job JM N A aM De, 117-33280796 BR Job Nona: -_— •Soo C*Mkaorvl cane*NMnbr SULLIVAN APARTMENT Mama 84 NORTH STREET Maw 2 --- Job 3064kaino NORTHAMPTON,MA 01080 Adams boxing,Nan. Sullivan Apartment_03-28-24 cad System Remote Area(s) LA Mod Da me:11N Sara.Deb Ooo:- JM Sala 5.6 K-Factor 14.82 at 7.000 Light Hazard Nor Albania M bar.. Camay Moo of Alrylrbn 100.00 0.10gpmm' 1500ft(Actual905ft2) AaeM.ol N.r wow, Mwba q t.mM.r.C.wrw IftrilberaNPLYCYAYIa C.wr...Per Snr,eMr N B&A 1 13 0 12062 Ambq.b Mar Pow....Fe.Ronnie A MIN A¢.r.TO kW RUSSS M. Left 69.093 Right.69.093 '181 Nor Worn& - —100.00 Syden Flow O.nrnd - - TMd Waist Required(Including Nor Allowance) ---- ...- 210.02 310.02 Macaroni Pow...unb.rro.In IA... -- 0.000 Masa..,Woot/At m Oared - 18.44 between nodes 145 and 150 Macron Velocity Under Orou O — -2.18 between nodes 6 and 3 veOne rosy or M.a.4M w..a manta of by vpee 12888 23ga1 Su.. - . - . Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (Psi) (Psi) ( ((Wm) (psi) © (9Pm) (Psi) (psi) 1 Water Supply 100.00 120.000 112.000 1278.00 119.418 I 310.02 69.093 50.324 Contractor .,nac..r Numb, UMW Numr COMM Ila Mora M Cera.rr - --- - - Pram Eamob. DA SULUVAN&SONS INC. An1a..1 Ada.M2 [j,©M.E.P CAD AutoSPRINK 2023 v18.1.33,0 3/28/2024 11:47:59AM Page 2 ��i Hydraulic Graph 1 Job Number: 117-33280796 J r Report Description Light Hazard(UPRIGHTS) Water Supply at Node 1 150 135 Static Pressure 120.000 120 310.02 119.418 ♦ 1278.00 @ 112.000' 105 90 - g 75 • 02 m 310.02 with hose streams 0 210.02 69.093 60 45 System demand curve 30 15 0 -2111L11IIIII11111111111 I1111111 I 1111 111 1 1 I I I l l 1 1 1 l 1 1 1 1 1 1 t 1 1 IJJJIIII 11 1 1 1 1 1 1 l l l l 1 1 g 50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Water Supply at Node 1 Static Preaaw. 120.000 Re.W.Y Pre... AYaYWY Flow Q20 PSI 112.000 @ 1278.00 4998.76 A..ypy Pr.I..ry h Sy..r. 119.418 @ 310.02 69.093 @ 210.02 ?w.e.n..#..Sy...0.nw GSJ gI...y..w.r Sae.) -- — --- 69.093 @ 310.02 L.©M E P CAD AutoSPRINK 2023 v18.1.33.0 3/28/2024 11 48 OOAM Page 3 111 Summary Of Outflowing Devices 1 Description.Job Number 1 1 7-3380796 Report Light Hazard(UPRIGHTS) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) { b Sprinkler _201 1 14.82 12.00 5.6 7.000 -- Sprinkler 202 15.50 12.00 5.6 7.859 Sprinkler 203 15.08 12.00 5.6 7.234 Sprinkler 208 15.15 12.00 5.6 7.321 Sprinkler 207 15.22 12.00 5.6 7.382 Sprinkler 210 15.45 12.00 5.6 7.808 Sprinkler 211 15.45 12.00 5.6 7.615 Sprinkler 212 15.99 12.00 5.6 8.154 Sprinkler 213 16.34 12.00 5.6 8.510 Sprinkler 214 16.85 12.00 5.6 9.056 Sprinkler 215 17.35 12.00 5.6 9.594 Sprinkler 218 18.11 12.00 5.6 10.453 Sprinkler 217 18.74 12.00 5.6 11.203 b Most Demanding Sprinkler Data At,©M E P CAD t AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:48 00AM Page 4 111 Node Analysis 1 Job Number 117-33280796 Report Description:Light Hazard(UPRIGHTS) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) _ 1 -22'-0 S 69.093 210.02 _ 201 13'-0 Spr(-7.000) 7.000 14.82 202 13'-0 Spr(-7.659) 7.659 15.50 203 13'-0 Spr(-7.234) 7.234 15.06 206 13'-0 Spr(-7.321) 7.321 15.15 , 207 13'-0 Spr(-7.382) 7.382 15.22 210 13'-0 Spr(-7.608) 7.608 , 15.45 211 13'-0 Spr(7.615) 7.615 15.45 212 13'-0 Spr(-8.154) 8.154 15.99 213 13'-0 Spr(-8.510) 8.510 16.34 214 13'-0 Spr(-9.056) 9.056 16.85 215 13'-0 Spr(-9.594) 9.594 17.35 216 13'-0 Spr(-10.453) 10.453 18.11 217 13'-0 Spr(-11.203) 11.203 18.74 3 -22'-0 E(1T-7) 68.830 6 -29'-0 E(22'-1) 72.030 55 13'-0 T(9'-11) 7.673 57 13'-0 T(5'-0) 7.723 63 13'-0 PO(5'-0) 7.766 65 13'-0 PO(5'-0) 7.880 75 13'-0 PO(5'-0) 8.069 77 13'-0 PO(5'-0) 8.300 _. 92 13'-0 PO(5'-0) 8.645 , 97 13'-0 PO(5'-0) 9.015 110 13'-0 PO(5'-0) 9.598 _ 112 13'-0 P0(5'-0) 10.158 119 13'-0 P0(5'-0) 11.048 123 13'-0 P0(5'-0) 11.855 , 145 -27-0 E(6'-2) 63.770 150 13'-0 P0(9'-11) 25.339 [M,©M.E.P.CAD ;? AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:48:01AM Page 5 ?inz Hydraulic Analysis i Job Number 117-3380796 Report Description Light Hazard(UPRIGHTS) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length imp Route 1 BL 1.0490 14.82 5.50 120 0.074703 __ 4'-0 Pf 0 673 201 13'-0 14.82 5.6 7.000 Sprinkler, 5.-0 Pe 55 13'-0 7.673 T(5'-0) 9'-0 Pv BL _ 1.6820 19.48 2.81 120 0.012429 7'-51/2 Pf 0.093 55 13'-0 4.66 7.673 Flow(q)from Route 8 Pe 63 13.-0 7.766 7'-5% Pv BL _ 1.6820 34.63 5.00 120 0.036042 8'-5 Pf 0.303 63 13'-0 15.15 7.766 Flow(q)from Route 3 Pe 75 13'-0 8.069 8'-5 Pv BL _ 1.6820 50.07 7.23 120 0.071311 _ 8'-1 Pf 0.576 75 13'-0 15.45 8.069 Flow(q)from Route 5 Pe 92 13'-0 8.645 8'-1 Pv BL 1.6820 66.06 9.54 120 0.119074 8'-0 Pf 0.953 92 13'-0 15.99 8.645 Flow(q)from Route 9 Pe 110 13'-0 9.598 8'-0 Pv BL 1.8820 82.92 11.97 120 0.181287 8'-0 Pf 1.450 110 13'-0 16.85 9.598 Flow(q)from Route 11 Pe 119 13'-0 11.048 8'-0 Pv BL 1.6820 101.02 14.59 120 . 0.281245 34.-11 Pf 14.291 119 13'-0 18.11 11.048 Flow(q)from Route 13 19'-9''/:Pe 150 13'-0 25.339 T(9'-11),PO(9'-11) 54'-8'%IPv FR 2.1570 210.02 18.44 120 0.301284 37'-91/2 Pf 23.257 150 13'-0 109.00 25.339 Flow(q)from Route 2 39.-4% Pe 15.173 145 -22'-0 63.770 3E(6'-2).CV(13'-61/2).BV(T-41/2) 77.-2% Pv ,f CM 6.3570 210.02 2.12 120 0.001560 3'-41/2 Pf 5.060 145 -27-0 63.770 35'-2'4.Pe 3 -27-0 68.830 2E(17'-7),Tr.BFP(-5.000) 38'-71Pv U G 6.2800 210.02 2.18 140 0.001244 84'-2'//I Pf 0 166 3 -27-0 68.830 48'-10 Pe 3 035 6 -29'-0 72.030 2E(22'-1),GV(4'-81/2) 133'-01/2 Pv UG 12.4600 210.02 0.55 140 0.000044 _ 2000.-0 Pf 0.098 6 29.-0 72.030 216.-3 Pe -3.035 1 -22'-0 69.093 E(44'-3),T(98'-31.4),GV(9'-10),2 2216'-3 Pv Ee2(21'-3%),EE(21'-3%),S 100.00 Hose Allowance At Source " 310.02 -+ Route 2 BL 1.0490 15.06 5.59 120 0.077015 _ 1.-4 Pf 0 489 203 13'-0 15.06 5.6 7.234 Sprinkler, 5'-0 Pe 57 13'-0 7.723 T(5'.0) 6.-4 Pv BL 1.8820 25.90 3.74 120 0.021083 7'-5'// Pf 0 157 57 13'-0 10.84 7.723 Flow(q)from Route 7 Pe 65 12-0 7.880 7'-5'% Pv BL 1.6820 41.12 5.94 120 0.049524 8'-61 Pt 0.420 65 13'-0 15.22 7.880 Flow(q)from Route 4 Ps 77 13'-0 8.300 8'-8 Pv BL 1.6820 56.57 8.17 120 0.089364 J 8'-0 Pf 0.715 77 13'-0 15.45 8.300 Flow(q)from Route 6 I Pe 97 13'-0 9.015 8'-0 IN BL 1.6820 72.91 10.53 120 0.142888 8'-0 Pf 1.143 97 13'-0 16.34 9.015 Flow(q)from Route 10 Pe 112 13'-0 10.158 8'-0 Pv BL _ 1.6820 90.25 13.03 120 0.212068 8'-0 Pf 1.697 112 13'-0 17.35 10.158 Flow(q)from Route 12 Pe 123 12-0 11.855 8'-0 Pv F31 1.8820 109.00 15.74 120 0.300870 31'-91/2 Pf 13 484 123 13'-0 18.74 11.855 Flow(q)from Route 14 I 13.-0'/z Pe 150 13'-0 25.339 E(3'-1'%),PO(9'-11) 44.-10 Pv - Route 3 BL 1.0490 15.15 5.82 120 0.077867 0'-8'4 Pf 0.445 206 13'-0 15.15 5.6 7.321 Sprinkler, 5'-0,Pe 63 13'-0 7.766 PO(5'-0) I 5'-8/.Pv -. Route 4 [M,©M E P.CAD 11AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:48:02AM Page 6 4-i i Hydraulic Analysis 1 Job Number 117-33280796 Report Description.Light Hazard(UPRIGHTS) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.0490 15.22 5.65 120 0.078469 1'-4 Pt 0.498 207 13'-0 15.22 5.6 7.382 Sprinkler, 5'-0 Pe 65 13'-0 7.880 P0(5-0) 6'-4 Pv -0 Route 5 BL 1 0490 15.45 5.73 120 0 080684 0'-834 Pt 0.461 210 13'-0 15.45 5.6 7.608 Sprinkler. 5'-0 Pe 75 13'-0 8.069 PO(5.-0) 5'-8%Pv .+ Route 6 BL 1.0490 15 45 5.74 120 0.080754 i 3'-6 Pt 0.885 211 13'-0 15.45 5.6 7 615 Sprinkler. 5'-0 Ps 77 13'-0 8 300 PO(5'-0) 1 8'-6 Pv ' Route 7 BL 1.6820 10.84 1.57 _ 120 0.004204 5'-3'% Pt 0.064 202 13'-0 15.50 5.6 7.659 Sprinkler, 9'-11 Pe 57 13'-0 7.723 T(9'-11) 15'-2'%Pv -a Route 8 BL 1.6820 4.66 0.67 120 0.000882 {1 6.-0 Pt 0.014 202 13'-0 15.50 5.6 7.659 Sprinkler, I 9'-11 Pe 55 13'-0 7.673 T(9'-11) 15'-10'/: Pv -. Route 9 BL 1.0490 15.99 5.94 120 0.086026 0'-8% Pf 0.491 212 13'-0 15.99 5.6 8.154 Sprinkler, 5'-0 Pe 92 13'-0 8.645 P0(5'-0) 5.-8%Pv .e Rout*10 BL 1.0490 16.34 6.06 120 0.0.9499 _ 0'-7% Pf 0 505 213 13'-0 16.34 5.6 8.510 Sprinkler, 5'-0 Pe 97 13'-0 9.015 PO(5'-0) I 5'-7% Pv Route 11 BL 1 0490 _ 16.85 6.26 _ 120 0.094798 0'-8% Pt 0.542 214 13'-0 16.85 5.6 9 056 Sprinkler, 5'-0 Pe 110 13'-0 9.598 PO(5'-0) 5'-8%Pv Route 12 BL _ 1 0490 17 35 6.44 120 0.099994 0'-7% Pt 0.564 215 13'-0 17 35 5.6 9.594 Sprinkler, 5'-0 Pe 112 13'-0 10.158 PO(5'-0) 5'-7%Pv fib Route 13 BL 1.0490 18.11 8.72 120 0.108246 __ __ 0'-6 Pf 0.595 216 13'-0 18.11 5.6 10.453 Sprinkler, 5%0 Pe 119 13'-0 11.048 PO(5'-0) 5%6 Pv Route 14 Bt 1.0490 18.74 6.96 120 0.115419 I 0-7:4 Pf 0.651 13'-0 18.74 5.6 11.203 Sprinkler. 5'-0 Ps 123 13'-0 11.855 PO(5'-0) 5'-7%Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) Actual Inside Diameter "H` Value OfC 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51_ A,,0 M.E P CAD ill AutoSPRINK 2023 v18 1 33 0 3/28/2024 11:48 02AM Page 7 111 Hydraulic Analysis Job Number 117-33280796 Report Description.Light Hazard(UPRIGHTS) Ptpe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flowgpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt Total pressure at a point in a pipe SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'h°Elbow points Ee2 22% Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90- Tr Tee Run U Union WrF Wrsbo WMV Water Meter Valve Z Cap k,©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 3/28/2024 11 48 02AM Page 8 Bill Hydraulic Overview Job Number: 117-33280796 Report Description:Residential(BEDROOM) Job .0 ri,m,o.: Dew*, 117-33280796 BR Job Mrw r F. - - SULLIVAN APARTMENT (413)589-0672 .a...-,- -- -- Ar c.anc.ua.L..,..rAm --- -84 NORTH STREET Add...2 MU NORTHAMPTON,MA01060 balms - ..n s•.re•+wm - - -- System 'I`"-- Den..r N.of Appbwn 0.10gpm/ft' 1500ft2(Actual 186ft2) 1d M^WN.V sprnideDM How Awn. - - - 4.4 K-Factor 17.00 at 14.928 100.00 Cow..Pr Par. Pemba,OfIlprwwn cbrw nr.pl.rb.O..0n. -- - 25692 4 0 42.083 68.37 m..0.n.m Pm..Raoul 168.37 @ 42.083 +77.729(64.9%) Supplies Check Point Gauges IIIP tic Node Name flow(aomt Hose Flow(aoml Static(osti flesidual(osit Identifier f'ressurelpsi) $-Factor(Kj I lowtgpmj 1 Water Supply 1278.00 100.00 120.000 112.000 Digitally signed by �_" zoo= Scott D. HendersonWE a ,,`Date: 2024.03.29 '19:03:10 -04'00 (gyp , 'u� Sullivan Apartment_03-28-24 cad Water Supply at Node 1 (1278.00,100.00,120.000.112.000) 150 135 • • Static Pressure 120.000 120 168.37 a 119.812 105 1278.00 @ 112.000 IT 90 BM ® 75 2 a 60 . I68.37 with hose i streams ' 30 ystem demand curve 15 I 0 Dlllllllll llll11111111111111 !ilium mum' illlllll l 111 111111 4450 600 750 900 1050 1200 1350 1500 Water flow,gpm ,,®M.E.P.CAD A AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:50:38AM Page 1 /- Hydraulic Summary Job Number 117-33280796 > > Report Descnption Residential(BEDROOM) mNIwW �:•.., 117-33280796 BR Job Nemo Slate Ce.11:.1.M[.n.Numb/ SULLIVAN APARTMENT AOO.N I 84 NORTH STREET 4111•M2 Jo03YBIdOrp -- NORTHAMPTON,MA 01060 *Alma 3 aw+p None Sullivan Apartment_03-28-24.cad System ARMY RemoteArea(s) AI.N Dem.ndnp Spmhgr D.I. Oc pnnev sum. 4.4 K-Factor 17.00 at 14.928 Residential MONNIrem In Al S.O.S. Mosby Ar.a of Applicemon 100.00 0.10gpm/R' 1500ft2(Actual 186ft2) MORAY%no&{pYs Nutter 01110.IN000IarIN Noott C/No.ytC.N.YN. Connor Pa sPt...r -- - - BOOM" 4 0 256ft2 AmPntands Parma For hNMYMOO)AOMO IaMOM Row*Ana -. .. NONl Nw Sham 100.00 WO..plop Dora WM VVI..r Rotund G.lrl.Ip Nap A....we.l 68.37 168.37 Apt.M.n Promo.worm is woo 0.000 mammon Wo ly Mee.Grow! 6.43 between nodes 57 and 204 Mt.n rn Woolly Unclog mould 0.71 between nodes 6 and 3 vw..upo.y eI V4.1 Rp. VOW*.n.rh or Dv Rpm 12888.23ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (9Pm) (Psi) (gpm) (psi) (Psi) 1 Water Supply 100.00 120.000 112.000 1278.00 119.812 168.37 42.083 77.729 Contractor Comma Wargo -- Cana , , Mw ofCorridor Phone Camden DA SULLIVAN&SONS INC. Mae.I FAX MON..2 --- -- E-rnY Allow -. VV.OJN4 -- L,©MEP CAD I} AutoSPRINK 2023 v18 1 33 0 3/28/2024 11:50:40AM Page 2 Hydraulic Graph Job Number: 117-33280796 Report Description:Residential(BEDROOM) Water Supply at Node 1 150 135 Static Pressure 120.000 120 168.37 119.812 ♦ 1278.00 112.000 105 90 75 a 60 45 168.37 with hose streams 68.37I @ 42.083 30—System demand curve 15 f • 0 "lumII11111111111111 11I II I I I 11 1 1 1 F 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 II I 50 313C1 450600 750 900 1050 1200 1350 1500 Water Flow,gpm HFerac Graph Water Supply at Node 1 $t.ac Prow. 120.000 Residua Prom. kabala Fbr 0 20 Psi 112.000 @ 1278.00 4998.76 Masao Fora.a SFr..P.M -- - 119.812 @ 168.37 R.raed Prawn.Spry Noma42.083 @ 68.37 R.r...Rhw..r 9ymea Omaha F,alk.p lr.Mora*r Brae.) 42.083 @ 168.37 ®M.E.P.CAD AutoSPRINK 2023 v18 1 33 0 3/28/2024 11 50 41AM Page 3 IWO Summary Of Outflowing DevicesII Job Number 117-33280796 Report Description:Residential(BEDROOM) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 204 17 31 17.00 4.4 15.473 •Sprinkler 205 16.99 12.96 4.9 12.019 Sprinkler 208 17.07 17.00 4.4 15.052 b Sprinkler 209 17.00 17.00 4.4 14.928 1L U Most Demanding Sprinkler Data N,,©M.E.P.CAD al AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:50:42AM Page 4 115 Node Analysis11 Job Number 117-33280796 Report Description.Residential(BEDROOM) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -22'-0 S 42.083 68.37 204 13'-0 Spr(-15.473) 15.473 17.31 205 8'-0 Spr(-12.019),fd(55'-0) 12.019 16.99 208 13'-0 Spr(-15.052) 15.052 17.07 209 13'-0 Spr(-14.928) 14.928 17.00 3 -22'-0 E(17'-7) 42.050 6 -29'-0 E(22'-1) 45.106 57 13'-0 T(9'-11) 15.698 59 13'-0 PO(5'-0) 15.624 65 13'-0 PO(5'-0) 15.627 145 -22'-0 E(6'-2) 37.043 150 13'-0 P0(9'-11) 18.953 [N.©M.E.P.CAD 15 AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:50:42AM Page 5 IWO- Hydraulic Analysis 1 Job Number 117-33280796 Report Description:Residential(BEDROOM) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 1 BL 1.0490 17.00 6.31 120 _ 0.096340 2'-3 Pf 0 70C 209 13'-0 17.00 4.4 14.928 Sprinkler, 5'-0 Pe 65 13'-0 15.627 P0(5'-0) 7'-3 Pv BL _ _1.6820 38.10 5.50 120 0.043005 64'-3% Pf 3 326 65 13'-0 17.07+4.03 15.627 Flow(q)from Route 2 and 4 13'-016 Pe 150 13'-0 18.953 E(3'-1'%),PO(9'-11) 77'-4 Pv FR _ __ 2.1570 68.37 6.00 120 0.037780 37-9% Pf 2.916 150 13'-0 30.27 18.953 Flow(q)from Route 3 39'-4% Pe 15.173 145 -22'-0 37.043 3E(6'-2),CV(13'-6'/:),BV(7'-41/:) 77'-2% Pv ,f CM 8.3570 68.37 0.89 120 0.000198 3'-4% Pf 5.008 145 -27-0 37.043 35'-2% Pe 3 -27-0 42.050 2E(1T-7),Tr,BFP(-5.000) 38'-7 Pv UG 6.2800 68.37 0.71 140 0.000156 _ 84'-21/2 Pf 0 021 3 -27-0 42.050 48'-10 Pe 3.035 r; -29'-0 45.106 2E(27-1),GV(4'-8'/a) 133'-0% Pv UG 12.4600 68.37 0.18 140 0.000006 2000'-0 Pf 0.012 6 -29'-0 45.106 216'-3 Pe -3.035 1 -22'-0 42.083 E(44'-3),T(98'-3%),GV(9'-10),2 2216'-3 Pv Ee2(21'-3Ya),EE(21'-3'/a),S 100.00 Hose Allowance At Source { 1 168.37 i -• Route 2 BL 1.0490 17.07 8.34 120 0.097080 0'-11 Pf 0.576 208 13'-0 17.07 4.4 15.052 Sprinkler. I 5'-01 Pe 65 13'-0 15.627 P0(5.-0) 5'-11'Pv -+ Route 3 BL 1.0490 17.31 6.43 _ 120 0.099593 2'-3 Pf 0 224 204 13'-0 17.31 4.4 15.473 Sprinkler Pe 57 13'-0 15.698 2'-3 1 Pv BL _ 1.8820 30.27 4.37. 120 0.028102 86'-1'%I Pf 3 255 57 13'-0 12.96 15.698 Flow(q)from Route 5 29'-8'/z Pe 150 13'-0 18.953 2T(9'-11),P0(9.-11) 115'-10 Pv Gib Route 4 DY 1.04.90 16.99 6.31 . 120 0 096210 _ 0'-0 Pf 5.773 205 8'-0 16.99 4.9 12.019 Sprinkler, 60'-0 Pe -2.168 59 13'-0 15 624 PO(5'-0).fd(55'-0) 60'-0 Pv BL 1.6820 4.03 0.58 120 _ 0.000873 4'-9% Pf 0.003 59 13'-0 15.624 Pe 65 13'-0 15.627 4'-9'/, Pv -• Route 5 BL 1.6820 12 96 1.87 120 _ 0.005852 2'-8 Pf 0.074 59 13'-0 4 03 15.624 Flow(q)from Route 4 9'-11 Pe 57 13'-0 15.698 T(9'-11) 12'-6% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) \ C Value Multiplier Actual Inside Diameter �� ( Value Of C 100 0 130 140 150 1.51 40 Steel Pipe Inside Diameter ) -Factor Multiplying Factor 713 1.16 1.33 .51 (M,0 M.E.P.CAD ;inAutoSPRINK 2023 v18.1.33 0 3/28/2024 11:50:43AM Page 6 di Hydraulic Analysis Job Number: 117-33280796 Report Description:Residential(BEDROOM) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt Total pressure at a point in a pipe SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11 W Elbow points Ee2 22'/z Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WrF Wrsbo WMV Water Meter Valve Z Cap [Ay©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 3/28/2024 11:50:43AM Page 7 533 Center Street PO Box 582 6 IMPACT FIRE Ludlow, MA 01056 (P) 413-589-0672 (F) 413-583-6377 Commonwealth of Massachusetts Division of Occupational Licensure SprOgrFtrb ,ctor SC-122479 &plres: 03/11/2026 JOSEPH D BrOSSEAU 140 PEACHSIONE GLEN W SPRINGFIELD MA 01089 -17 'tiU[.G4d1?. Commissioner �� f� Sprinkler Contractor EMPLOYED BY:IMPACT FIRE SERVICES LLC Contact OPSI: (617)727-3200 or visit www.mass.gov/dpl/opsi �'...N IMPAFAC-01 VINASC ,acoRo CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) kiii../ 2/12/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Insurance Office of America PHONE 1855 West State Road 434 (AIC,No,E>n):(407)788-3000 I(A(CFAX,No):(407)788-7933 Longwood,FL 32750 E-MAILDRSS: INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:Nautilus Insurance Company 17370 INSURED INSURER B:Zurich American Insurance Company of Illinois 27855 Impact Fire Services,LLC INSURERC:XL Specialty Insurance Company 37885 533 Center Street PO Box 582 INSURERD: Ludlow,MA 01056 INSURERE: 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 LIMITS LTR INSO WVD __ _ IMM/DD/YYYYI (MMIDD/YYYYI A X COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE $ 1,000,000 ' CLAIMS-MADE X OCCUR ECP203689413 2/14/2024 2/14/2025 pREMISES(EaEawrence) $ 300,000 X Contractual Liab Per 10,000 ,MED EXP(Any one person) $ X Policy Provisions PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE UMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X SECT LOC PRODUCTS-COIVP/OP AGG $ 2,000,000 OTHER: XCU Included $ B AUTOMOBILE LIABIUTY COMBINED SINGLELIMB $ 2,000,000 X ANY AUTO BAP084550302 2/14/2024 2/14/2025 BODILY INJURY(Per person) $ — OWNED ' SCHEDULED AUTOS ONLY _ AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X UUTS NON-OWNEDNLY (rtOPEFi a tD)AMAGE $ ,^>< $ A _ UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 10,000,000 X EXCESS LAB CLAIMS-MADE FFX203689513 2/14/2024 2/14/2025 AGGREGATE $ 10,000,000 DED RETENTION$ $ B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC084550202 2/14/2024 2/14/2025 E.L.EACH ACCIDENT $ 1,000,000 ( 0ndCatoMEV BER EXCLUDED? N NIA 1,000,000 (Ma I NFI) E.L.DISEASE-EA EMPLOYEE $ If yes.describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Equipment Lease/Rent UM00083282MA24A 2/14/2024 2/14/2025 8300k Max/Per Item 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE "SAMPLE`*For Information and Bid Purposes only** THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE /7 --A221073 ACORD 25(2016/03) l ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD