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17C-231 (29) BP-2024-0007 34 NORTH MAPLE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 17C-231-001 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-2024-0007 PERMISSION IS HEREBY GRANTED TO: Project# CANNIBUS RENO 2023 Contractor: License: Est. Cost: 260000 BAYSTATE SPRINKLER Const.Class: Exp.Date: Use Group: Owner: LHIC INC Lot Size (sq.ft.) Zoning: OI Applicant: BAYSTATE SPRINKLER Applicant Address Phone: Insurance: • 27 LABRIE LANE 413-536-6261 CGL0093059 HOLYOKE, MA 01040 ISSUED ON: 01/09/2024 TO PERFORM THE FOLLOWING WORK: SPRINKLER SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: " i 9 10ir� Fees Paid: $100.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner BP-2024-0007 34 NORTH MAPLE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 17C-231-001 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-2024-0007 PERMISSION IS HEREBY GRANTED TO: Project# CANNIBUS RENO 2023 Contractor: License: Est. Cost: 260000 BAYSTATE SPRINKLER Const.Class: Exp.Date: Use Group: Owner: LHIC INC Lot Size (sq.ft.) Zoning: OI Applicant: BAYSTATE SPRINKLER Applicant Address Phone: Insurance: 27 LABRIE LANE 413-536-6261 CGL0093059 HOLYOKE, MA 01040 ISSUED ON: 01/09/2024 TO PERFORM THE FOLLOWING WORK: SPRINKLER SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: rdcAtki / .3 . ,. Fees Paid: $100.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner I r -ft.A . - , Al/ 7 g-40 (la_0 S eI -_, The Commonwealth of Massachusetts 2 � Office of Public Safety and Inspections \� Ttp 'g Massachusetts State Building Code(780 CMR) } i Pe 't Application for anyBuildingother than a One-or Two-FamilyDwelling PP � (This Section For Official Use Only) Building Permit Number „vy, 7 Date Applied: Building Official: SECTION 1:LOCATION ,Iy fi,,PIN/KO is sr -z.,R„vc / A4.4 ///9#f4ye/S — v4fi7 J ' No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2 PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building l Repair 0 Alteration X 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 liC No ❑ Is an Independent Structural Engineering Peer Review required? Yes 0 No Brief Description of Proposed Work /rC tup7C k ex; -J w'7 AtvTa .ct,i1-7 c- SPX/.vkLeR._ -5ySr—c.M. ik,Z /IRGv svill f/fit ,?t.T;5-4f 1"".uf-J4yce.2. D .0Ance•/N7 0`f7D^/ Jai(7 :?) /'/.2.z/..?3, 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 Croup(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 0 —1 E: Educational 0 F: Factory F-1 0 F2❑ H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R: Residential R-10 R-2❑ R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility❑ Special Use 0 and please describe below: Special Use Description: SECTION 6 CONSTRUCTION TYPE(Check as applicable) IA 0 IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV 0 VA 0 VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Sup : Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: ply Public Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be Licensed Disposal Site CI Private 0 or indentify Zone: or on site system 0 required CI or trench or specify: permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation MA Historic Commission Review Process: Not Applicable❑ 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?: yr S Special Stipulations: Design Occupant Load per Floor and Assembly space: 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 owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control (the professional coordinating document submittals) CARI. K.a lroLkigm 4)3-t3to-ssao -gm Z `7?)0 Name(Registrant) Telephone No. e-mail address Registration Number Fitft War • 6/3/da/ Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor 8 q,ii STA -WRINRtc& Co . Compa7iy Name it Gwa to . SC - oo4a95 Itxp. lWsVas- Name of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town State Zip Telephone No.(business) Telephone No.(cell) e-mail address SECTION'11:WORKEIts'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 i and Materials) Total Construction Cost(from Item b)=$ 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$ . 3.Plumbing $ i 4.Mechanical (HVAC) $ Note:Minimum fee=$ ti 641 (contact municipality) i 5.Mechanical (Other) $ Enclose check payable to !'a 6.Total Cost $ (contact municipality)and write check number here N V 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 knowle nd understanding. SA,v .T G',iezJz- ,'/- ,6 ` )9",-Si2 ex/T_ IJ-547,7-37/f/ 444/Please print and sign name 4— Title Telephone No. e o 7 ,Z,4.6�, 1, ,-- Je MAO/oyo_ A A,tS_ J2 cou, c sz,,u ,- Street Address ity/Town State Zip Email Address 'q 1 i l 2,11 Municipal''Inspecttor to fill'out this section upon application approval:' I / s w • `" ' 1 Name ate Initial Construction Control Document )t; * 1� To be submitted with the building permit application by a Registered Design Professional / for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 34 North Maple Street-Unit 19-1 Date: 12/20/2023 Property Address: 34 North Maple Street,Florence,MA Project: Existing Construction Project Description: Grow Facility I, Carl Koslowski, MA Registration Number: 37810, Expiration Date: 06/30/2024, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Fire Sprinklers for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the 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 ; Control Document'. OF Enter in the space to the right a "wet" or electronic signature and seal: ?� CARL C. 5e KOSEOWSKI FIRE PROTECTION ;' \ No. 37810 "' Phone Number:413-436-5500x111 Email:ckoslowski@rvbak-fpc.com Building Official Use Only Building Official Name: Permit No: Date: Carl DgiuM c gnod by Gil Kc lowsk m ON: -Carl Kosb U wsk 8. eepuaen Fns D.slgr.LLC. ou•339, Koslowski Reason I Mve raNawea:nb da:umnnl DaW:2D23.12.2o c%.52.VI-OS'lKl AC�� DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 12/19/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT The Dowd Agencies, LLC Catherine Palazzo PHONE FAX 14 Bobala Road (A/c,No..Ext):413-538-7444 (Am.No):413-536-6020E-M _ Holyoke MA 01040 ADDRESS: cpalazzo@dowd.com INSURER(S)AFFORDING COVERAGE NAIL U INSURER A:Berkley Specialty Insurance Company 31295 INSURED BAYST4 INSURER B:Middlesex Insurance Company 23434 Bay State Sprinkler, Inc. 27 Labrie Lane INSURERC: Holyoke MA 01040 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1613656207 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD yyvD POLICY NUMBER (MM!OD/YYYY) (MM/DDIYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY CGL0093059-27 12/1/2023 12/1/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $100,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: B AUTOMOBILE LIABILITY A0185233003 12/1/2023 12/1/2024 COMB aaccINEDdenq SINGLE LIMIT $1,000,000 (E ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) i $ A X UMBRELLA LIAB OCCUR CX0105328 12/1/2023 12/1/2024 EACH OCCURRENCE $5,000,000-. - , . EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 ;: DED X RETENTION$n $ B WORKERS COMPENSATION A0185233004 12/1/2023 12/1/2024 X STATUTE ERH- AND EMPLOYERS'LIABILITY Y/N I ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 !OFFICER/MEMBEREXCLUDED? N/A (MandatoryinNH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I 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 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Northampton 212 Main Street A THORIZED REPRESENTATIVE Northampton MA 01060 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Hydraulic Calculations 34 North Maple Street - Unit 19 34 North Maple Street Florence, MA Wet System-Veg Room 108 11/22/2023 Design Data: NFPA Occupancy Class: Ordinary Hazard II Design Basis: NFPA 13 11.2.3.2 Density Area Density: 0.20 GPM/SQ FT Area of Application: 945 SQ FT Number of Outlets Operating: 10 Hose Streams: Total Hose Streams 250 GPM Summary of Results: Total Water Required: 482.5 GPM Required Pressure at Supply: 47.55 PSI Safety Factor: 21.69 PSI p\,:kH OF M4SS,�c Maximum Velocity in Piping: 18.5 ft/sec CARL C. y Flow At Base of Riser: 232.5 GPM KOSLOWSKI ✓' o FIRE PROTECTION =,',,—� Required Pressure at Base of Riser: 39.77 PSI No. 37810 " Water Supply Data: - Gigt O Static: 72 PSI Carl :41; Y ,y' Residual: 58 PSI Koslowsk' Raa dve dV1Q � �, Flow: 1160 GPM —.,. Notes: 21 eq ft included for 36"flex Calculations For: Bay State Sprinkler 27 Labrie Lane Holyoke, MA 01040 Calculations By: Carl Koslowski P.E. Ferguson Fire Design Inc. Authority Having Jurisdiction: Local Building Official Calculation Program: Rybak Water Version 6.0 1 Wet System-Veg Room 108 Outlet Table Outlet# Pressure Flow Min. Flow K-Factor (PSI) (GPM) Elev. (Feet) (GPM) 1 5.600 14.232 21.13 17.00 16.00 2 5.600 15.433 22.00 12.00 22.00 3 5.600 17.027 23.11 12.00 22.00 4 5.600 18.058 23.80 12.00 22.00 5 5.600 19.742 24.88 12.00 22.00 6 5.600 14.899 21.62 17.00 16.00 7 5.600 16.844 22.98 12.00 22.00 8 5.600 17.636 23.52 12.00 22.00 9 5.600 18.639 24.18 12.00 22.00 10 5.600 20.401 25.29 12.00 22.00 Wet System-Veg Room 108 Pipe Table Pipe Diameter Length Flow Friction Friction Velocity # (Inches) (Feet) (GPM) C-Factor Loss/Foot Loss/Total (Feet/Second) 1 1.049 28.83 21.13 120 0.1440 4.152 7.8 2 1.049 33.17 22.00 120 0.1552 5.149 8.2 3 1.049 26.34 23.11 120 0.1700 4.478 8.6 4 1.049 26.34 23.80 120 0.1795 4.728 8.8 5 1.049 26.34 24.88 120 0.1949 5.135 9.2 6 1.049 27.75 21.62 120 0.1502 4.169 8.0 7 1.049 26.47 22.98 120 0.1683 4.456 8.5 8 1.049 26.47 23.52 120 0.1756 4.649 8.7 9 1.049 26.47 24.18 120 0.1848 4.893 9.0 10 1.049 26.47 25.29 120 0.2009 5.320 9.4 11 1.380 0.75 21.13 120 0.0379 0.028 4.5 12 1.380 1.54 21.62 120 0.0395 0.061 4.6 13 1.380 5.21 44.60 120 0.1509 0.786 9.6 14 1.610 2.79 44.60 120 0.0712 0.199 7.0 15 1.610 8.00 68.12 120 0.1559 1.247 10.7 16 1.610 8.00 92.29 120 0.2735 2.188 14.5 17 1.610 1.46 117.59 120 0.4281 0.626 18.5 18 2.067 24.24 117.59 120 0.1268 3.073 11.2 19 1.380 6.50 43.13 120 0.1418 0.922 9.3 20 1.380 0.59 66.23 120 0.3136 0.184 14.2 21 1.610 7.41 66.23 120 0.1480 1.097 10.4 22 1.610 8.00 90.03 120 0.2612 2.090 14.2 23 1.610 11.07 114.91 120 0.4103 4.543 18.1 24 2.469 12.33 232.50 120 0.1883 2.322 15.6 25 3.068 24.00 232.50 120 0.0654 1.569 10.1 26 4.026 92.00 232.50 120 0.0174 1.602 5.9 27 6.065 306.00 232.50 120 0.0024 0.724 2.6 28 6.065 97.00 232.50 120 0.0024 0.230 2.6 29 6.065 34.00 232.50 120 0.0024 5.080 2.6 30 6.150 505.00 232.50 120 0.0022 1.117 2.5 31 10.270 400.00 482.50 120 0.0007 0.281 1.9 Wet System-Veg Room 108 Route No. 1 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 1 21.13 1.049 0 7.8 15.43 K=5.6 0.14 0 21 -0.00 -1.19 PIPE 1 21.13 120 0 28.8 4.15 14.23 REF 901 0.00 1.380 0 0.7 19.58 0.038 0 0 0.00 PIPE 11 21.13 120 0 0.7 0.03 REF 909 22.00 1.380 0 6.5 19.61 0.142 0 0 0.00 PIPE 19 43.13 120 0 6.5 0.92 REF 910 23.11 1.380 0 0.6 20.53 0.314 0 0 0.00 PIPE 20 66.23 120 0 0.6 0.18 REF 911 0.00 1.610 0 7.4 20.71 0.148 0 0 0.00 PIPE 21 66.23 120 0 7.4 1.10 REF 912 23.80 1.610 0 8.0 21.81 0.261 0 0 0.00 PIPE 22 90.03 120 0 8.0 2.09 REF 913 24.88 1.610 1 3.1 23.90 0.410 0 8 0.00 PIPE 23 114.91 120 0 11.1 4.54 REF 914 117.59 2.469 0 12.3 28.44 0.188 0 0 0.00 PIPE 24 232.50 120 0 12.3 2.32 REF 915 0.00 3.068 0 24.0 30.76 0.065 0 0 0.00 PIPE 25 232.50 120 0 24.0 1.57 REF 916 0.00 4.026 1 62.0 32.33 0.017 1 30 0.00 PIPE 26 232.50 120 0 92.0 1.60 REF 917 0.00 6.065 1 220.0 33.94 0.002 4 86 0.00 PIPE 27 232.50 120 0 306.0 0.72 Wet System-Veg Room 108 Route No. 1 Description Continued Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO REF 918 0.00 6.065 1 11.0 34.66 0.002 1 86 4.88 PIPE 28 232.50 120 0 97.0 0.23 REF 919 0.00 6.065 0 6.0 39.77 Base of Riser 0.002 2 28 0.00 PIPE 29 232.50 120 0 34.0 5.08 'inc 5 psi bfp REF 920 0.00 6.150 1 440.0 44.85 0.002 0 65 1.30 PIPE 30 232.50 120 3 505.0 1.12 REF 921 250.00 10.270 0 400.0 47.27 0.001 0 0 0.00 PIPE 31 482.50 120 0 400.0 0.28 47.55 PSI Supply Route No. 2 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 2 22.00 1.049 1 3.2 14.46 K=5.6 0.16 2 30 -0.00 0.98 PIPE 2 22.00 120 0 33.2 5.15 15.43 REF 909 19.61 PSI Route No. 3 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 3 23.11 1.049 1 0.3 16.05 K=5.6 0.17 0 26 -0.00 0.98 PIPE 3 23.11 120 0 26.3 4.48 17.03 REF 910 20.53 PSI Wet System-Veg Room 108 Route No. 4 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 4 23.80 1.049 1 0.3 17.08 K=5.6 0.18 0 26 -0.00 0.98 PIPE 4 23.80 120 0 26.3 4.73 18.06 REF 912 21.81 PSI Route No. 5 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 5 24.88 1.049 1 0.3 18 77 K=5.6 0.19 0 26 -0.00 0.98 PIPE 5 24.88 120 0 26.3 5.13 19.74 REF 913 23.90 PSI Wet System-Veg Room 108 Route No. 6 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 6 21.62 1.049 0 6.8 16.09 K=5.6 0.15 0 21 -0.00 -1.19 PIPE 6 21.62 120 0 27.8 4.17 14.90 REF 902 0.00 1.380 0 1.5 20.26 0.040 0 0 0.00 PIPE 12 21.62 120 0 1.5 0.06 REF 903 22.98 1.380 0 5.2 20.32 0.151 0 0 0.00 PIPE 13 44.60 120 0 5.2 0.79 REF 904 0.00 1.610 0 2.8 21.11 0.071 0 0 0.00 PIPE 14 44.60 120 0 2.8 0.20 REF 905 23.52 1.610 0 8.0 21.31 0.156 0 0 0.00 PIPE 15 68.12 120 0 8.0 1.25 REF 906 24.18 1.610 0 8.0 22.56 0.274 0 0 0.00 PIPE 16 92.29 120 0 8.0 2.19 REF 907 25.29 1.610 0 1.5 24.74 0.428 0 0 0.00 PIPE 17 117.59 120 0 1.5 0.63 REF 908 0.00 2.067 1 14.2 25.37 0.127 0 10 0.00 PIPE 18 117.59 120 0 24.2 3.07 REF 914 28.44 PSI Wet System-Veg Room 108 Route No. 7 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 7 22.98 1.049 1 0.5 15.87 K=5.6 0.17 0 26 -0.00 0.98 PIPE 7 22.98 120 0 26.5 4.46 16.84 REF 903 20.32 PSI Route No. 8 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 8 23.52 1.049 1 0.5 16.66 K=5.6 0.18 0 26 -0.00 0.98 PIPE 8 23.52 120 0 26.5 4.65 17.64 REF 905 21.31 PSI Route No. 9 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 9 24.18 1.049 1 0.5 17.66 K=5.6 0.18 0 26 -0.00 0.98 PIPE 9 24.18 120 0 26.5 4.89 18.64 REF 906 22.56 PSI Route No. 10 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 10 25.29 1.049 1 0.5 19.42 K=5.6 0.20 0 26 -0.00 0.98 PIPE 10 25.29 120 0 26.5 5.32 20.40 REF 907 24.74 PSI Wet System-Veg Room 108 FLOW CUFtrE-P(PSO)vs CP.85(GPM) 100 90 80 A # 70 60 B c- 50 --- —I 40 -- 30 A-Supply Static Pressure 6-Super Residia Pressure and Flow C-Static`a�atee.Pressure 20 Loss D-Si stern Demand Without y Hose Steams It E-Total Demand(Svste`r. 10 C Hose) F-System Demai4 6aia;cad .. ( to&'ppii 0 -- t-- I 450 750 900 1050 1200 1350 O"t.BE(GPM) Water Supply Graph Information City Data: Project Data: Static (A): 72 PSI Design For: Bay State Sprinkler Residual (B): 58 PSI Design Density: 0.2 Flow: 1160 GPM Area of Application: 945 SQ. FT System Demand: System Flow(D): 232.5 GPM Total Demand of 482.4 GPM available at 69.24 PSI. 1567.54 GPM available at system pressure of 47.55 PSI. System Pressure: 47.55 PSI Approxmiate Discharge Density when operating area is Hose Streams(E): 250 GPM balanced to supply 0.2 GPM/SQ. FT Hydraulic Calculations 34 North Maple Street - Unit 19 34 North Maple Street Florence, MA Wet System-Veg Room 108 11/22/2023 Design Data: NFPA Occupancy Class: Ordinary Hazard II Design Basis: NFPA 13 11.2.3.2 Density Area Density: 0.20 GPM/SQ FT Area of Application: 945 SQ FT Number of Outlets Operating: 10 Hose Streams: Total Hose Streams 250 GPM Summary of Results: Total Water Required: 482.5 GPM Required Pressure at Supply: 47.55 PSI Safety Factor: 21.69 PSI � \: k OF Mgss9c Maximum Velocity in Piping: 18.5 ft/sec CARL C. y Flow At Base of Riser: 232.5 GPM KOSLOWSKI G✓' o FIRE PROTECTION Required Pressure at Base of Riser: 39.77 PSI No. 37810 C" Water Supply Data: ,PeC Carl Static: 72 PSI �;�.4��,0 r Residual: 58 PSI Koslowsk' e O5 "mr Flow: 1160 GPM Notes: 21 eq ft included for 36"flex Calculations For: Bay State Sprinkler 27 Labrie Lane Holyoke, MA 01040 Calculations By: Carl Koslowski P.E. Ferguson Fire Design Inc. Authority Having Jurisdiction: Local Building Official Calculation Program: Rybak Water Version 6.0 i Wet System-Veg Room 108 O°at!et Tabie Outlet# Pressure Pow Min. Flow K-Factor (PSI) (GPM) Elev. (Feet) (GPM) 1 5.600 14.232 21.13 17.00 16.00 2 5.600 15.433 22.00 12.00 22.00 3 5.600 17.02.; 23.11, 12.00 22.00 4 5.600 18.05.+3 23.80 12.00 22.00 5 5.600 19.742 24.88 12.00 22.00 6 5.600 14.899 21.62 17.00 16.00 7 5.600 16.844 22.0 8 12.00 22.00 8 5.600 17.636 23.52 12.00 22.00 9 5.600 18 639 ,24.1-8 12.00 22.00 10 5.600 20.401 25.29 12.00 22.00 Wet System-Veg Room 108 Pipe Table Pipe Diameter Length Flow Friction Friction Velocity # (Inches) (Feet) (GPM) C-Factor Loss/Foot Loss/Total (Feet/Second) 1 1.049 28.83 21.13 120 0.1440 4.152 7.8 2 1.049 33.17 22.00 120 0.1552 5.149 8.2 3 1.049 26.34 23.11 120 0.1700 4.478 8.6 4 1.049 26.34 23.80 120 0.1795 4.728 8.8 5 1.049 26.34 24.88 120 0.1949 5.135 9.2 6 1.049 27.75 21.62 120 0.1502 4.169 8.0 7 1.049 26.47 22.98 120 0.1683 4.456 8.5 8 1.049 26.47 23.52 120 0.1756 4.649 8.7 9 1.049 26.47 24.18 120 0.1848 4.893 9.0 10 1.049 26.47 25.29 120 0.2009 5.320 9.4 11 1.380 0.75 21.13 120 0.0379 0.028 4.5 12 1.380 1.54 21.62 120 0.0395 0.061 4.6 13 1.380 5.21 44.60 120 0.1509 0.786 9.6 14 1.610 2.79 44.60 120 0.0712 0.199 7.0 15 1.610 8.00 68.12 120 0.1559 1.247 10.7 16 1.610 8.00 92.29 120 0.2735 2.188 14.5 17 1.610 1.46 117.59 120 0.4281 0.626 18.5 18 2.067 24.24 117.59 120 0.1268 3.073 11.2 19 1.380 6.50 43.13 120 0.1418 0.922 9.3 20 1.380 0.59 66.23 120 0.3136 0.184 14.2 21 1.610 7.41 66.23 120 0.1480 1.097 10.4 22 1.610 8.00 90.03 120 0.2612 2.090 14.2 23 1.610 11.07 114.91 120 0.4103 4.543 18.1 24 2.469 12.33 232.50 120 0.1883 2.322 15.6 25 3.068 24.00 232.50 120 0.0654 1.569 10.1 26 4.026 92.00 232.50 120 0.0174 1.602 5.9 27 6.065 306.00 232.50 120 0.0024 0.724 2.6 28 6.065 97.00 232.50 120 0.0024 0.230 2.6 29 6.065 34.00 232.50 12.0 0.0024 5.080 2.6 30 6.150 505.00 232.50 120 0.0022 1.117 2.5 31 10.270 400.00 482.50 120 0.0007 0.281 1.9 Wet System-Veg Room 108 Route No. 1 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 1 21.13 1.049 0- 7.8 15.43 K=5.6 0.14 0 21 -0.00 -1.19 PIPE 1 21.13 120 0 28.8 4.15 14.23 REF 901 0.00 1.380 0 0.7 19:58 0.038 0 i) 0.00 PIPE 11 21.13 120 0 0.7 0.03 REF 909 22.00 1.380 06.5 19.61 0.142 0 0 0.00 PIPE 19 43.13 120 0 6,5 0.92 REF 910 23.11 1.380 0 0.6 20.53 0.314 0 0 0.00 PIPE 20 66.23 120 0 0.6 0.18 REF 911 0.00 1.610 0 7.4 20.71 0.148 0 0 0.00 PIPE 21 66.23 120 0 7.4_ 1.10 REF 912 23.80 1.610 0 8.0 21.81 0.261 0 0 0.00 PIPE 22 90.03 120 0 8.0 2.09 REF 913 24.88 1.610 1 3.1 23.90 0.410 0 8 0.00 PIPE 23 114.91 120 0 11.1 4.54 REF 914 117.59 2.469 0 12.3 28.44 0.188 0 0 0.00 PIPE 24 232.50 120 0 12.3 2.32 REF 915 0.00 3.068 0 24.0 30.76 0.065 0 0 0.00 PIPE 25 232.50 120 0 24.0 1.57 REF 916 0.00 4.026 1 62.0 32.33 0.017 1 30 0.00 PIPE 26 232.50 120 0 92.0 1.60 REF 917 0.00 6.065 1 220.0 33.94 0.002 4 86 0.00 PIPE 27 232.50 120 0 306.0 0.72 Wet System-Veg Room 108 Route No. 1 Description Continued Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO REF 918 0.00 6.065 1 11.0 34.66 0.002 1 86 4.88 PIPE 28 232.50 120 0 97.0 0.23 REF 919 0.00 6.065 0 6.0 39.77 Base of Riser 0.002 2 28 0.00 PIPE 29 232.50 120 0 34.0 5.08 'inc 5 psi bfp REF 920 0.00 6.150 1 440.0 44.85 0.002 0 65 1.30 PIPE 30 232.50 120 3 505.0 1.12 REF 921 250.00 10.270 0 400.0 47.27 0.001 0 0 0.00 PIPE 31 482.50 120 0 400.0 0.28 47.55 PSI Supply Route No. 2 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 2 22.00 1.049 1 3.2 14.46 K=5.6 0.16 2 30 -0.00 0.98 PIPE 2 22.00 120 0 33.2 5.15 15.43 REF 909 19.61 PSI Route No. 3 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 3 23.11 1.049 1 0.3 16.05 K=5.6 0.17 0 26 -0.00 0.98 PIPE 3 23.11 120 0 26.3 4.48 17.03 REF 910 20.53 PSI Wet System-Veg Room 108 • Route No. 4 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 4 23.80 1.049 1 0.3 17.08 K=5.6 0.18 0 26 -0.00 0.98 PIPE 4 23.80 120 0 26.3 4.73 18.06 REF 912 21.81 PSI Route No. 5 Description Q-Add DIA I Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 5 24.88 1.049 1 0.3 18.77 K=5.6 0.19 0 26 -0.00 0.98 PIPE 5 24.88 120 0 26.3 5.13 19.74 REF 913 .23.90 PSI Wet System-Veg Room 108 Route No. 6 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 6 21.62 1.049 0 6.8 16.09 K=5.6 0.15 0 21 -0.00 -1.19 PIPE 6 21.62 120 0 27.8 4.17 14.90 REF 902 0.00 1.380 0 1.5 20.26 0.040 0 0 0.00 PIPE 12 21.62 120 0 1.5 0.06 REF 903 22.98 1.380 0 5.2 20.32 0.151 0 0 0.00 PIPE 13 44.60 120 0 5.2 0.79 REF 904 0.00 1.610 0 2.8 21.11 0.071 0 0 0.00 PIPE 14 44.60 120 0 2.8 0.20 REF 905 23.52 1.610 0 8.0 21.31 0.156 0 0 0.00 PIPE 15 68.12 120 0 8.0 1.25 REF 906 24.18 1.610 0 8.0 22.56 0.274 0 0 0.00 PIPE 16 92.29 12.0 0 8.0 2.19 REF 907 25.29 1.610 0 1.5 24.74 0.428 0 0 0.00 PIPE 17 117.59 120 0 1.5 0.63 REF 908 0.00 2.067 1 14.2 25.37 0.127 0 10 0.00 PIPE 18 117.59 120 0 24.2 3.07 REF 914 28.44 PSI Wet System-Veg Room 108 Route No. 7 Description Q-Add DIA I' Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 7 22.98 1.049 - 1 0.5 15.87 K=5.6 0.17 0 26 -0.00 0.98 PIPE 7 22.98 120 0 26.5 4,43 16.84 REF 903 20.32 PSI Route No. 8 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E F tks PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 8 23.52 1.049 1 0.5 16.66 K=5.6 0.18 0 26 -0.00 0.98 PIPE 8 23.52 120 0 26.5 4.65 17.64 REF 905 21.31 PSI Route No. 9 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 9 24.18 1.049 1 0.5 17.66 K=5.6 0.18 0 26 -0.00 0.98 PIPE 9 24.18 120 0 26.5 4.89 18.64 REF 906 22.56 PSI Route No. 10 Description Q-Add DIA T Pipe PT PV Reference Loss/FT E Fitts PE PE Notes Q-Total C-Factor LT Total PF PO OUTLET 10 25.29 1.049 1 0.5 19.42 K=5.6 0.20 0 26 -0.00 0.98 PIPE 10 25.29 120 0 26.5 5.32 20.40 REF 907 24.74 PSI Wet System-Veg Room 108 FLOW C URVE-P(PSI)vs 4i.85(GPM) NI Jill___ 70 Ii lyr t : 11111 8 II I I 40 111 36 — A•Sut y Static Pressure B-Supply Residual Pressure and Flew C-Saac System Pressure 20 I --- Loss D-Syslar Demand'without Hose Stream E-Total Demand(System .Hose) 10 s --T F-System Demand Balanced to Supply D _�__..------ —_. 450 750 930 1050 1200 1350 Gt'7.85r GPM Water Supply Graph Information City Data: Project Data: Static(A): 72 PSI Design For: Bay State Sprinkier Residual (B): 58 PSI Design Density. J•2 Flow: 1160 GPM Area of Application: 945 SQ. FT System Demand: System Flow(D): 232.5 GPM Total Demand of 482.5 GPM available at 69.24 PSI. System Pressure: 47.55 PSI 1567.54 GPM available at system pressure of 47.55 PSI. Approxmiate Discharge Density when operating area is Hose Streams(E): 250 GPM balanced to supply 0.2 GPM/SC). FT \ The Commonwealth of Massachusetts i'^_=` �`= 1 Department of Inat ustrial Accidents =51 = I Congress Street,Suite 100 -•i�... 1= 7* Boston, MA 02114-2017 ' .. __ www.mass.gov/dia Workers'Comptrtsation Insurance Affidavit:BuildersWentrir•.ttorsul kctricianssPlumbers. It LW VI LED WITH THE PERMITTING AUTHORITY. Applicant Information D PIra+e Print Leeihiy Name 1 Hus;ncssrOrliantution indovutuai):,b�i4y ,5%4 re._ '/' 1iZ/,�(/C(e/l CO r/iV C �/ JV �'� oz l)c Address: ;_c2 7 jAI/'i e L/V, ® _ City/State/Zip: L' e Ce F1 D/ay a Phone#: c_7-s3‘-‘07•/ az4 3- "33/ e Art sets as employer?fleck the appropriate Aria: ' ®/ Type of project(required): I. l stir a employer Wok__ eragluye trail and for patt•cirmt>.• a. Now construction 1C1 I air.a 14 proprietor DU prr'tritr5hip rind bate no employe.-Wt/Italig fur rau.rn K, 0 Reinodelmg I.-spicily. No wrrie cuto insurance national) uir.rd. ! any lam i 3 30 lam a homeowner-doing ale tort myself No workers'cutup.itnWramc ayuv.J.1• E3 Derttai Lion l d 0 Building;addition i.�"" t tin a homeot ner anJ will der string owntradom to ut'wtxtutt all work on my po percv. I will t—+ensure that all contractors either purr worker,'ixmspensa:tun iauranzc ii are sole i i.]Electrical repairs or additions proprtatora ma iih no curpla.a s. 12.0 Plumbing repairs or additions. 50 t am a gem-re cootrrator and I Rate tined he a4 b—utttte.k m E/4.01t.>.t tilk attacYrecl slut:.. These wit,e acs hate L-mplayec-.t and have wnri�s'ixnnp.insurnllcv l 3. Rita repairstnuwat 60 We rue a corporation aril its officers ha.c exercised their right of tacrtgpina pet Wit_r i 4. the, tt/`7/N Le/Z- ii2 '1f4),and K'e love no employees.yees.i\iu workers'cionsp.rnstas v:e reyuaedi ALL 7(4 T DNS *Any applicant that cocks box al must also fill nut the section below 9iarm'intt their*rulers'c tnpetu:at it'll j oint a Zantruitioo. *fkieniv.vrscre vr.tto submit this affidavit ca bcattrr t they smirking all work end then bar Quin&L c...miraekw,nice swbmrl a new atltdavii inili,a i .rub. unrrneiors that check this box roust artz hen an additional ahem showing itme mom or tits silo-etsctriet rs antI date whether or nor those entities ha.c employee: It the sub-eu mini.tors Isar-e empluri'ea,then mug provide thou wctkers":-...nip,iwl►:y manner I am an employer that is providing ivorke'rs'compensation insurance for my employees. Below is the policy and job site information. tnsut ace Cumpany Nana: e'.41..E L _..s'ic=C,Ji h T _ zL1l_-S_.__--GQ-.,. Policy#or Self-iris.Lic.#: C , , C3 0 j,7G '-I..--..d rz.._. .._" F.•p ration Dttie:. 07 lob Site Address: -3.9 N izi Ail 17 t` S% LINi%/7 Cttv:'state;'Zip:1.,Z_t. /r o/6!a Attach a copy of the workers'compensation policy declaration page(showing the policy number and es iration date). Failure to secure coverage as required under MMGL c. 152,425A is a criminal violation punishable by a fine up to S1.500.00 and/or one-year imprisonment,as well as civil penalties in the form orb STOP WORK ORDER and a tine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of inve:stitc;retiana of the DIA for insurance coverage verification. I do hereby certify tinder the pains and pen er)ury that the information provided above is trite and correct Signature: _ .,a' -_- Date; �07�� �,� Phone#: 21/1 �-`t 2 C Official use only. Do not write in this area,to be cornpleied by my or town official ('it), or Town: PerinitfLicensc Issuing Authorir4(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plutntring inspector 6.Other ('unf ict Perrin: f brine tr' BAY STATE SPRINKLER CO., INC. 27 Labrie Lane—Holyoke, MA. 01040—413-536-6261 —fax 413-533-0377 January 2, 2024 Northampton Building Department 212 Main St—Room 100 Northampton, MA. 01060 RE: Highflyers 34 North Maple St. —Unit# 19 Florence, MA. Good Morning; We are enclosing two copies of F.P.E. Stamped Automatic Sprinkler Drawing# FP-1 dated 11/22/23, Hydraulic Calculations and a Initial construction Control Document for the above captioned location, for your files and approval. I've also enclosed a Permit Application, a copy of my Contractor's License and a check# 2469 for $100.00. If you require any further information or have any questions please don't hesitate to call. Yours Truly, Bay State Sprinkler Co., Inc. r J. Gwozdzik JJG/dmg Fire Protection Contractor since 1977 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 X° 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 77iiv f Gwo zd gai' CelmCA4 -W SC e36 A Registration umber Name(Registrant) Telephone No. e-mail address 077 .Z,��.e,'e Ly ,VOL ©kt— DNA ©APrc, E 11421- 22 - Street Address City/Town State Zip Discipline Ex 4 ati 1 Date.. Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State ZipDiscipline 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. Commonwealth of Massachusetts 1 vi, 116 of Division of Occupational Licensure kw. i , CWi Spr, lutl, - ' - r., 11 h ctor . ' Ne i 7 A l• 7/7/ / • ''''f/f "/ 'expires : 12/31 /2025 SC -004295 „sr). , / 7 i. 7- , _ , , 1,1 - .c4 1 741... J - ,/, JAN J GWO Li fftt. P.0°. 4 ' 1 1 N 17. , 27 LABRIE L 0..4 cd HOLYOKE M .:11114;11...A. ° dr: 4 ,... ', CI-7m 1170,Efik ts \ 4# A4g* 0 tet, - ;t414 p- 0 P.-4, r% 3 °L1,VAIA*-' Commissioner _Sistov4.4,41.,914fit„thi s.4.1........._ 5....... Sprinkler Contractor EMPLOYED BY : BAY STATE SPRINKLER CO Contact OPSI: (617) 727-3200 or visit www.mass.gov/dpl/opsi